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Home My WebLink AboutNotice of Acceptance MIAMI- MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 115500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed'and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent-label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words. Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.05 MIAMI-DADE COUNTY Expiration Date: July 30,2020 712o)J5 Approval Date: July 30,2015 Page 1 PGT Industries,lue. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets I through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94' 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202794 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 Repoli No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. 2. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with.FBC-51 Edition (2014),dated 05/15/15,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). --? Product Contraminer NOA No. 15-0519.050 m Manuel e ez,P.E. Prw Expiration Date: July 30,2020 Approval Date: July 30,2015 l i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades.of Cap Coated Rigid PVC Exterior. Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. - F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, 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. G. OTHERS 1. None. MaducliferA P.E. Product ControU.Xatuiner NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: Judy 30,2015 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.118'MAX.O.C. 21-518' �� FORA ..TOP RADIUS-TOP � 54'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. AX.FROM HEADER(SIM.FORALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL E SEAM _� 30' 12'MAX• / WINDOW TYPES) 7e7B,SEE __ MAX.D.C. WINDOW TYPES) _ 7!SRA1 SHEET3 / 52.1)8'MAX.BUCK WIDTH _ 10'MAX.FROM SEE SHEETS II1-1%4' B.SEE L� A.SEEP'-' T i FIXED VISIBLE 12"MAX' / FRAME SEAM D,SEEB&9 SHEET3 30'MAX.O.C. _ ►--—12"MAX SHEET 3t 1 I LIGHTWIDTH —�— SHEET4� A SEE�'— — I I 8,SEE—'-----30'M A%.O.C. 12"MAX. C.SEE 12" MAX* j FIXED SHEET3 l _ _ SHEET4i / + EQUALLY VISIBLE/ L GHT 17-7/8'MAX.O.C. A,SEE -- -' i 12•'„�ax I / / SPACED I I / SHEET3 .- EQUALLY 17-718'MAX.O.C. ANCHORS PER HEIGHT EQUALLY SPACED TABLES 9.11 I I I 17-7/8'MAX.O.C. ANCHORS PER I 81.78' SPACED I TABLES 9.11 I / { / MAX, ANC TABLES 9-11 Q I I / I I / BC' [ I BUCK TABLES 8-11 82' I BUCK �_ I MAX, I —� HEIGHT I M . I � HEIGHT Bu K X I 10'MAX.O.C. BUCK HEIGHT x I Q 10'MAX.O.C. x 10'MAX HEI G T x ^ A(1.OWN 8' -17 L J� i.--_._•� MAX-) /--'----' SASH-- 'i (� / 13-3/4'MAX.O.C. I /.-.-.-._. EQUALLY I 13.314"MAX.O.C. EQUALLY 13.314'MAX.O.C. EQUALLY I , SPACED I I y SPACED VISIBLE I SPACED L-- ---- SEE ANCHORSPER / + ANCHORS PER I LIGHT ANCHORSPER I SHEETSJ. TABLES&11 Al TABLES 941 i / HEIGHT TABLES 9.11 I / I 689 I / C A A 0.112°MAX. �6-112'MAX. 1 /4 SEE SILL WEEP- SEESILLWEEP- JNO ANCHORSAT SILL - JNO ANCHORS AT SILL -c 1 _ NO ANCHORS AT SILL J NOTCH DETASEE SILL ILS• SASH VISIBLE NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS. NOTCH DETAILS, SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES........................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. ELEVATIONS............................_...1 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 FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX................3 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................6 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES..................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................B-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES................11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. Ff Idaad ss amnplya with Hu 10)REFERENCES:TEST REPORTS FTL-7964&7066;ELCO ULTRACON NDA;ELCO CRETEFLE%NDA;ELCO AGGRE-GATOR NDA;ROYAL WINDOW AND DOOR PROFlLES,LTD WHITE 8 BRONZE/LIGHTER SHADES OF FIurIJs ul ng C e CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN A Dnla 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ��`�y LYNN n1l��r,iRevised By: Data: Redsfon: MOAT Ila eProd, hv1 USER INSTRUCTIONS: a�1.• ENSF'.,F4' `� �� Revised B),. Date: Revision: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %r Na.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - �, ® Description: Drown ey: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ OP ENING OBTAINED IN STEP I. ,-0 $' 1S w_ GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR (_ F •_w� 1070 TECHNOLOGY DRIVE 1711er Date: YOUR OPENING'S CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETAR£MET. OC�•'•. FLORIO?;.•'�G�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION- 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. LM 05/15/15�i�`i'•...... �r iS/(),N �-Lr (941)-480-1600 movies/Modah, Srnla: Sheet: Drawlnp.No. Rar. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, r A... - N M11111 ,P.E. INTEGRAL FIN OR EQUAL LEGISOX). P.E.d50705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1:ALLOWABLE GLASS TYPES Frame Glen Flame 'Frame Type Table q ShSh Glass Description(Listed from Exterior to Interior) Design Pressure Typos Options Contigs. Shapes Installation Options that may be used 5 718`Laminated I.G.:1/6'A Exterior Cep+7/18'Air Space+5118'Laminated;(2)Liles of 1/8'A Glass with.0911'PVB Intedayer 4,5 6 a 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 71W Laminated I.G.:1/8'T Exterior Cap+7/18'Air Space+5116'Laminated;(2)Utas of 1/8'A Glass with.090'PVB Intedayer 4,6 6 Equal Ute, SquarefRect ....Into 2X Wood Freme/Buokstrip-sheet 3,option 1 7 7/8'Laminated I.O.:3116'A Exterior Cap+3/e'Air Space+6/16'Leminaled;(2)Liles of 1/8'A Glass with.090•PV8 Intedayer 4,6 6 Flange Through the frame..,.into Concrete/CMU-sheet 3,option 2 (#2) 5-16 OrieCotaiew ArchTopB., ofthawindow...... 8 718'Laminated I.G.:3/18'T Exterior Cap+318'Air Space+5118'Laminated;(2)Ules of 1/8'A Glass with.090'PVB Intedayer 4,6 6 Cottage Radius Top ....through 1XBucksldp Into Concrete/CMU-sheat 3,option 3 9 7/8"Laminated I.G.:118'A Exterior Cap+7/18'Air Space+5/16'Laminated;(2)Utes of 118'H Glass with.090°SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718'Laminated I.O.:118`T Exterior Cep+7116'Air Space+5116'Laminated;(2)Utes of 116'H Glass with.090'SO Inledeyer 7 7 ....Into 2X Wood Framc/Buckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., 11 7/B'Laminated I.G.:3/18'A Exterior Cep+318'Air Space+5/16'Laminated;(2)Ulas of 1/0"H Glass vAlh.090'SG Intedayer 7 7 Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Lep 5-16 Od Cottage RadiuAmh-s-Top 8 of the window....:. throe h 1X Buckstri Into Concrele/CMU-sheet 3,option 3 12 718"Laminated I.O.:3118'T Exterior Cep+3/8'Airspace+5116'Laminated;(2)Ules o1`118'H Glass vrilh.090'SG Intedayer 7 7 (q4) &Cortege Redlus Top g P p 13 718'Laminated I.G.:1/8'A Exterior Cap+5110'Air Space+7/16'Laminated;(2)Liles of 3/18'A Glass with.090'SG Intedayer 8 7 ....Into Molal-sheet 3,option 4 14 718•Laminated I.G.:1/8'T Exterior Cap+6116•Air Space+7116'Laminated;(2)Liles of3/16"A Glass with.090`SG Intedayer a 7 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 16 716'Laminated I.G.:311W A Extedor Cap+1/4'Air Space+7/16•Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 7 7 J-Channel Equal-Lite, Squarelbp& Integral fin...... ..,.Into Metal-sheet 4,option 7 #1 5-6 OrieVPraiew ArcMTop& -„,into 2X Wood FremelBuckstri shoal 4,option 8 18 7/8”Laminated I.G:3/16'T Exterior Cap+114'Air Space+7/16'Laminated;(2)Lites of 3118'A Glass with.090'SG Intedayer 7 7 ( ) 8 College Radius Top Through the frame p- Wi of the window Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6,7.9.11.13 Through the ....Into 2X Wood Frame/Buckstrip-shoot 4,option 5 Min.Edge Min. f 815 MAY NOT BE USED IN Equal-Lite, Square/Reet.,Integral fin...... Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fin 5-8 OdeVProAaw Arch-Top& ....into Metal-sheet 4,option 7 Distance Embedment' (0) B College Radus Top Through the frame ••••Into 2XWood Fmme/Buckstrip-sheet 4,option A #10 SMS P.T.Southern Pine(SG=O. ) 7/16° of the window...... ....Into Metal-sheet 4,option 8 (steel,18-8 S.S. Steel,A36• 3/8' 0.050" •MIN.OF B THREADS •A°=ANNEALED Or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H'=HEAT STRENGTHENED A Aluminum,6063-T5' 3/8" 0.050" SUBSTRATE.FOR 'P=TEMPERED P.T.Southern Pine(SG=0.55) 7/16° 1.318° STEEL STUDS, pq 'PVB'=.090'BUTACITE®PVB MIN.Fu=45 KSI 8 BY KURARAY AMERICA,INC. 3116"steel Ultracon Concrete(min.2.85 ksl) 1° 1.3/8° MIN.Fy=33 KSI. Ungrouted CMU,(ASTM C-90) 2-1/2" 1- �r 1/4" / 2 6 4 D 'SG'=.090'SENTRYGLAS� P.T.Southern Pine(SG=0.55) 9/16' 1-361 "UNGROUTED CMU' /' INTERLAYER BY KURARAY #12 SMS VALUES MAY BE O/ BOX OR AMERICA,INC. Steel,A38' 3/6° 0.050° USED FOR GROUTED / 777 EQUAL- Steel(Steel,18.8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. FLANGE LEG PVB AND SG INTERLAYERS MAY Or 410 S.S.) Aluminum,6063•T5• 318" 0.063" ALSO BE MANUFACTURED BY EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 114"steel Ultracon Concrete(min.2.85 kal) 1' 1-314" C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' FIGURE C:FRAME SHAPES 1/4"Steel Crateflex Concrete(min.3.35 ksl) 1" 1-314' �{BUCK WIDTH �{BUCK WIDTH I�——�BUCK WIDTHI►- 1/4'steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1/4'steel Ultracon P.T.Southam Pins.(SG=0.55) 1" 13/6" *FIN 114'steel Creteflex Concrete(min.3.35 ksl) 2-112" 13/4"Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ ____ _ _ J-CHANNEL IN D 114"steel Creteflex w Q P.T.Southam Pine(SG=0.55) 1" 13/8" '� x 0 Ll t7 1/4"steel Aggre-Gator Concrete(min.3.275 kal) 1-112` 1-33/9, m m w 1141 steel Aggro-Gator P.T.Southam Pine SG=0.55 Grouted CMU,(ASTM C-90) 2" 2° RECTANGULAR RADIUS•TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY approved as camplying wlib tb• BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florld& d'ngC Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Date Distance Embadmont' THE TABLES ON SHEETS 8.10. 11 NOAN E 2-112°x.131'Common Nall P.T.Southern Pine(SG=.65) 318` 2-7116° �� LYNN Mg rri� Revised sy Date: Rewelon: ml a rroduu on 2-112°Ring-shank Roofing Neil P.T.Southern Pine(SG=.65) 3/B" 2-7/16° ��..• `CENSE i P.T.Southern Pine(SG=.55) 11/21 1.3/8° ? Revised By: Dote: Revision: #10 Trusehead SMS -8705 Aluminum,6083-T6' 318' 0.050' U (steel,18.8 S.S. Steel stud,Gr.33' 318' 0.0451'(18 Ge. No.' or 410 S.S.) ) 9 Amcripflon: Drawn F Steel,A30' 318" 0.050' •MIN.OF3 THREADS BEYOND '0 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI ^ O I �.l P.T.Soulhem Pine(SG=.55) 0116' 1-318" THE METAL ST TE T _ 1070 TECHNOLOGY DRIVE 716e: Data: (steel,ieMBs.s. Aluminum,6063-T5' 318" 0,063' SUBSTRATE.FOR �C''•,,FLOW, �� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 S.S.) Steel Stud,Gr.33' 3183 0'050° STEELSTUDS,MIN.Fu-46 KSI& �� `"� (941)-480-1600 r�SS10N A�- Series/Model: Scala: v: Sheet:Drawing No. Re Steel,A36• 3/8' 0.050" MIN.Fy=33 KSI. A.LWN MIL mIP.E. REN 50705 CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/SOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETEICMU, BUCKSTRIP INTO CONCRETEICMU. EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. 16 1/4'MAX SHIM �I �— SEE NOTE 2,THIS SHEET. EMBEDMENTSASH VISIBLE 17 I . EDGE a " 18 LIGHT WIDTH ,. EDGE FLANGE FRAME DISTANCE D o ••a ' DISTANCE SHOWN ----� 44 BALANCE a ___L1/4'MAX TYPE VARIES -- -- ----- •< TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEOMENTAND WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, 30 2 EDGE AND EDGE 31 EMBEDMENT AND EDGE DISTANCE PER a DISTANCE PER �^ DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, �1 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. �D�o EXTERIOR 87SHEET 2 DISTANCE SEE TABLE 2, •e FIXED VISIBLE 4 �ILII� FIXED 19 20 1 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE I LIFT RAIL FSE I LEGIBOX LIGHTJI BUCK WIDTH HEIGHT FOR ALL WINDOWS: NOTES: SHOWN I� FRAME t ae 1 ANCHOR @ 3.55' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 FROM END AND AT Q 21 CENTER. SUBSTRATE-APPROPRIATE i 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE: 72 SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 45 4fi 47 SCREWS @16.315" INSTALLATION OPTION SHOWN MAY 14 O FROM END. BE USED ON ANY SIDE OF THE _ 35 WINDOW.Q FOR WINDOWS WITH WI1/4'MAX. _ BUCK 16 BOTTOM LOCKS: 2 MASONRY ANCHORS MAY BE SHIM #10 OR#12 STEE)EQUAL 114"MAX. . HEIGHT 50 O ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2. SELF DRILLING SCREWS®B-318' SMS(G5),SEESHIM 85 FROM END. SHEET 2.ALL WOOD BUCKS LESSTABLE 2,30 THAN 1-1('THICK ARE TO BE SHEET2.SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS OR GR E0 AS 2X ARE 1-1('THICKOPT. � 16 USE EITHER OR GREATER.IX AND ZXBUCKS65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME NOTCHES AT 80 FROM LOCATION:WEEP l INSTALLATION ASH ED. RESPONS BIILH ITY OF E ENGIN ER SHOWN SHOWN N EACH END. OR ARCHITECT OF RECORD. o EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONfl INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 15 OPTION 4 OPENING)IS MEASURED FROM Appr.ved as tampyiag M&h Ml EQUAL-LEGIBOX 114•MAXSHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH Florida dd;,c FRAME SHOWN I I I I I I I I FRAME INTO METAL FRAME INTO METAL NOAH \\IIx ANY LYNN/y �iRevleed By: Date: R.4 1— h +I�UJ+�de Y uet .27'X 1.25' NO ANCHORS Q�� 1.1CCNSF'/(lF;p�� 11y WEEPHOLE REQUIRED IN Revfead t7y: Dale: Revlalon: G /'O W/COVER O VISIBLE LIGHT FORMULAS �r:' .27"FROM 38 + FLANGE OR _ No,50705 EACH END. EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6-1(' -O : �. – ® De.aNptl.n: Drown 8y: Q FIXED LITE:BUCK WIDTH-4-318• •. 7 ►S / :` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI ()�•. SfA'COFHEIGHT ,••[(I` 1070 TECHNOLOGY DRIVE 7111.: Dale: BUCK HEI HT(L3-15116" %��1 '•F��RIUP. ��ITE) ,� N.VENICE, FL 34275 VERTICAL SECTION B-B �C� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �vvls�Un1/1,(_ +.� (941)-480-1600 A.Loh MILLER,P.E. Sertes/Model: scale: Sheet: 'M'Dg No. Rev: P,E.#68705 CERT. OF AUTH. J29296 SH-5500 NTS 3 OF 13 MD-S' -01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEOMENi WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ��— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+ EMBEDMENT -� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR Pow.. 1/4'MAX SHIM 1/4°MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIO BLE _ 17 J-CHANNEL EMBEDMENT ANDEDGE D� 18 LIGHT WIDTH ro - FRAME � 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. (� o (SCREW SHOWN) 44 BALANCE EMBEDMENT L--1C�QQ TYPE VARIES - -- a0 114'MAX SHIM 42 WITH SASH WEIGHT TYP.ANCHOR TYPE, EDGE U g4 EMBEDMENT AND EDGE DISTANCE 30 31 n DISTANCE PER SUBSTRATE, �_ O I I --------------------- SEE TABLE NSHEET 2. EXTERIOR 87 InI TYP.ANCHORTYPE, -7 18 (NAILSHOWN) 3 I INTEGRAL EMBEDMENT AND EDGE T I V ILl7 DISTANCE PER SUBSTRATE, 19 —r{ FIXED VISIBLE FIN FIXED 20 OPT.SASH TOP FRAME SEE TABLENSHEET 2. VISIBLE LIFT RAIL J•FRAME L 1 LIGHT WIDTH SHOWN (NAIL SHOWN) LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN yy i 1 ANCHOR Q 3.55' BUCK WIDTH 49 ! 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX' DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY -+{ MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 14 45 46 47 SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY SHIM 36 FROM END. BE USED ON ANY SIDE OF THE BUCK 4 FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX. HEIGHT - 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM 85 SCREWS Q 8.318' SHEET 2.ALL WOOD BUCKS LESS - SM9(G5),SEE 30 FROM END. � TABLES 2&3, D� THAN 1-1/2"THICK ARE TO BE SHEET& SASH CONSIDERED I X INSTALLATIONS. 2. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS a LATCH(SHOWN) 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK OPT. 88 LOCK(SHEET 3). OR GREATER.1XAND 2X BUCKS (2)1' 81 85 TESTED UNIT (WHEN USED)SHALL BE DESIGNED 31 30 63 LOCATION:6.5l8" TO PROPERLY TRANSFER LOADS ��A FIN AND/OR INTERIOR TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. IN-FIELD NOTCHES AT DESIGN AND INSTALLATION IS THE 80 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN [� EACH END. CIIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o 0 REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING)IS MEASURED FROM 4pprovcd as complylag with w 1!4'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Florida uld c INTEGRAL FIN 1 '173 r BEADING TO BEADING. .-,� FRAME SHOWN �OQD SHIM \`\\I I I I I I f f/7j INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Aele 27'X 1.25'WEEPHOLE \��pC1 •„•,,, /jZ�iii ReHaed By: Dale: Rovlslon: �m10 eProdatt 38 WICOVERQ2.87° : ��.•' \,\GENSF'•.F.p . FROM EACH END. Q '• ny-- VISIBLE LIGHT FORMULAS = 1k No.58705 3� = I7oHsea SrDate: Ravtsion: TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE WIDTH ��_�J DISTANCE PER SUBSTRATE, _� EMBEDMENT QFXEDBITEK BUCK WIDTH-4.3/8' ��,'• /J01/µ t �104 z: ® J-CNocriHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE 3,SHEET 2. S C (SCREW SHOWN) (� TAT-OF �/ HEIGHT(EQUAL-LITE) '••,!�LONIOP.• \ 1070 TECHNOLOGY DRNE 770e: Date: INSTALLATION OPTION RNLFIN VERTICAL SECTION D-D BUCK HEIGHT12.3-15116' �'� 's/pE� ` N.VENICE, FL 34275 A (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 I INTO 2X WOOD FRAME OR BUCK- III I I I I I I Setas/Modal: Scale: Sheat: growing No. Rev: I STRIP.SEE NOTE 2,THIS SHEET. - A.LYNN MILLER,P.E. CERTOF Al1TH, J29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 . P.E.#68705 ' 4 �•{ 7/8"NOM. 7/8'NOM. 7/8'NOM. 718"NOM. 7/8'NOM. 5/16"A/A PVB I 5/16"AIA PVB 5116"A/A PVB 5/16"A/A PVB I 5116"H/H SG 7/16"AIR SPACE MIT'AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE- 1/8"A PACE1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS--\ 118"A GLASS a EXTERIOR a <:1 a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER 01 CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�{ 718'NOM. 7/8'NOM. 718"NOM. 718'NOM. 716'NOM. 5/16"HM SG I 5/16"H/H SG 5/16"H/H SG 7116"AIA SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE- 1/8"T PACE1/8"TGLASS--\ 3/16"_A GLASS 3/16"T GLASS--\ 118"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR y DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ 718"NOM. 718"NOM. 7/16"A/A SG I I 7/16"A/A SG 1/2'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE--\ 1/4"AIR SPACE 76 OR 77 OR 78 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR C]EXTERIOR 31 f GLASS TYPES 5,7,9,11 13 DURASEAL, DURASEAL, a 15 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE HVHZ ABOVE 30'. CARDINAL SPACER CARDINAL SPACER �Lpprm•nl ea camplylag wlih th. . G7 GLASS TYPE 15 GLASS TYPE 16 '6laride al In6c O date V 1111111 38 30 \\��ONI LYNN M1� �i��i Revfeed Sr. Date: Revielon. •M'.ID de Produe!' FOOD �JCENTF '• p ny o Revised By: Date: Ravialon: No.5B705 • •' GLAZING NOTES: A'=ANNEALED - ® DwertPtion: Grown By: TYP. GLAZING DETAIL 'H'=HEAT STRENGTHENED O $�S. a` GLAZING DETAILS J ROSOWSKI VB'=.090'BUTACITE"PVB BY KURARAY AMERICA,INC. 0 5'A E `��ED 1070 TECHNOLOGY DRIVE Tille: Gale: 'SG'=.090'SENTRYGLAS®BY KURARAY AMERICA,INC. •'��`C'•.F�OR10?.•�G`: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. v/s/�N�11�1; �� \ (941)-480-1600 Sertea/Modeh Style: Sheol: Droxlny No. Rer. A.L4tStS MILLER,P.E. CERT. OF Aures, #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 P,E,p 58705 TABLE 4: TABLE 5: BLE 6: Oteoryv DealgnPressure,Ibeg12 010.7Tp• 01-TVp,. DesignProseuro,Iba7R2 a souomsmn s.snRekXt Design Pressure,IhaRt2 6,0,7 L 5O.a.epbn +/-50.0 R.In1R2 bDAen Rago R.apo 6^) uplo4Wm'daBwX 511.25 +85.01-70.0 R.InL L-1 23.5 EqL kl. 11.381 +65.0 •70.0 .85.0 •70.0 R.Int Lowl R1 For.9 vAndow B ease etre. Slmdvd C.tlapo 14.517.15670 +05.0 -70.0 .650 •70.0 RZ F., .1- SEE TABLE 9,SHEET 8 FOR 26 Egw1H. 11.567-14.656 465.0 -700 105.0 -Too SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 61.14 d P-4- 11.377-11.502 185.0 -70.0 .65.0 •70.0 ANCHOR GROUP AND QUANTITY. 746461 23517.25288 +06.0 -70.0 +65.0 •70.0 Sim"d Cott go 20.0.50-23519 155.0 •70.0 .06.0 •70.0 37.375 E0ua140o 17.617-20.99 .65.0 -70.0 .65.0 •7010 SlaWrd Prodee 14517.17310 +95.0 .70.0 465.0 -70.0 c sw.t 11.377.14516 .65.0 •70.0 .65.0 .70.0 Tdbel 21583.31.Di1 .65.0 •70.0 485.0 -70.0 p cwtom s4e 26.517.27.692 +05.0 •70.0 455.0 .700 51.Id.,d Cat.DO 23517.26516 .95.0 -10.0 .05.0 -70.0 O Q HEADER O HEADER 44 Eq.We. 20.517.23.510 +65A -70.0 405.0 -1D.0 23 SlmdvdP;MA- 17.517-20.515 465.0 -701 .650 •70.0 23 Cwlom6ir. 14.517-17.616 +BSA -70.0 +6510 -70.0 snatrol 11.377-14.519 .65.0 •70.0 .65.0 •70.0 0 UTOW 31.59.1-35.911 45.5.0 •70.0 .05.0 •70.0 O- 6bMard Gaya 26.59-31.582 .65.0 •70.0 .66D -70.0 O O MEETINGRAIL - EQ.xWIe 20.517-28316 .65.0 •7010 •65.0 -7040 o MEETINGRAIL 48 SlaMud PrMow 17.517.20516 .65.0 •70.0 .65.0 •70.0 25 0 Cu.4m Sue 14.59-17316 +69.0 •70.0 •65.0 •70.0 27 0 Cullom Sbo 12.517.14.616 +86.0 -70.0 .05.0 -700 EXTERgR 8Mdm1 11.377.12516 •85.0 •70.0 +65.D -70.0 EXTERIOR a O O TOW 57.200-37.530 465A -10.0 .05.0 •101 - V 0 O O 23 Stwdwd CmWoo 2&59.33]07 +65.0 -70.0 .65.0 •70.0 23 JAMB EgwNilo 23.517-20515 .65.0 •70.0 +650 •70.0 JAMB Cmtom sire 10.517-2Jb1e .8.5.0 •70.0 .85.0 •70.0 F3REPIOR SASH - 411.95 Sledded PmAl 17.517-20.510 +05.0 •70.0 •65.0 -70.0 - EXTERIOR SASH a HEIGHT cm-sm. 1459.9.618 +65.0 •70.0 +OSA •700 a HEIGHT Custom sue 12517.14.510 •650 •70.0 465.0 -10.0 Sllodml 11.377-12519 +05.0 •70.0 165.0 -70.0 Twlb 30.517-41.044 405.0 -70.0 465.0 •70.0 O 23 SwrdudCwago 31.59.30.510 455.0 -70.0 406.0 -70.0 23 EgoHde 26517.31.618 •85.0 .700 .65.0 -70.0 SILL O standard PIM.R .617-211510 465.0 •7010 465.D .70.0 SILL O [.2" Cuflemsn. 20.517.73.516 +65.0 •70.0 +65.0 •T0.0 C.-su. 13.517.14.519 •050 -70.0 •06.0 -7010 Cestan sir. 14.517-17.6181 465.0 •70D 465.0 •06.1 C,nbm Su. i3A17.14.616 +65.0 -70.0 405.0 •67.7 Sho6mt 11.504-13.015 +65.0 •70.0 465.0 •613.5 Tlkm 39.617.41.644 40.5.0 •70.0 465.0 •70.0 0 C.1..su¢ 36.617.30.616 .65.0 •70.0 465.0 -7010 Egd44e 35.517-38516 +65.0 •70.0 455.0 •70.0 SECTION DETAIL FOR WINDOWS WITH ctomsull 32.617.35.515 +65.0 -Too 405.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 &��+ 29617-9.510 465.0 •To.o •650 -70-0 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Custom sire 26617-29.618 465.0 -70.0 .eSA417.3 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& x5.516•a6.s1e 465.0 .70.0 465.0 416.5APPLY TO ALL FRAME TYPES& CONFIGURATIONS) EgWFt. 38.517.41544 .65.0 -ta.06.0 •7010 CONFIGURATIONS) C36610 .051 -70.0 +551 �7.3 Approvcd os colnplylog with t4. ad.rdPraden 33516-35516 . .BBSng �T.6eq 41.614 +65.0 -70.0 .65.0 478.5 D¢IC SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTRY. rOAB . \\711 77//10 Revls.d By: Date: Reviston: M¢ori Dade ProduU oN.. LYNN 14. .. ��1��•'�10ENS.c•'`/(QP i Revised B/: Date: Revision: i4 No.58705 NOTES: _ ® Description: Drawn By: o .Gt = DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. y $ fl.^ (Y %fU IAT•%F ((/�-` 1070 TECHNOLOGY DRIVE Title: Data: 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHTISAS PERTHEFIGURE. T °�OR1UP,,•' �•C�'� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �,�i S/OA 1`""'� (941)-480-1600 Sonarr/Modeh seal.: sheet: Drawlnp No. Rer. ON THE TABLE. A.4YP. 587 5 P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 P. .UUU56705 CERT. OF 1011TH. 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Drawn By: O LAMI IG O EXTRUDED O ROLLED - U '. A; Z . 'r= WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 61 SCREEN FRAME 82 SCREEN FRAME �n'•, S.A E F� <V 1070 TECHNOLOGY DRIVE Rlfa: Dots: 1�`ti�,FCDRIDP,,:•G\,a; N.VENICE, FI.a427s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-460-1600 ° U�n�, �• \ Series/NodeL• Scale: Sheet: Drawing No. Rev: LYNN f•UhOBA,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.E,q 611705 TABLE 12: TABLE 12.CONT.: Bill of Material Bill of Material,cont # Part# Description Material # Part# Description Material 1 620101 Single Hung Frame R-e—acrZ Jambs-J-Channel PVC 45 720197 Auto Look Mechanism C Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720198119 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&8 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 7SX118OPTX#8 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SWDH Frame SIII-Flange PVC 60 ?78X34PPA #8 x 3/4"PH.PH SDS(Keeper Screw SS 7 620107 SWDH Frame SIII-Fin. PVC 61 '420181 UR Beveled Tilt Latch Corner Key PVC 8 1 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620168 Pull Reil Interlock 6005 T5 AI 67 420166 Plastic lilt Latch Finger Pull PVC 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled Interlock 6005 T6 All 69 420180 IPivat Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 AI 83 720191 Sash Pull Handle Cost Zinc 25 620152 HD Sash Reinforcement 6083 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cost Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78588 #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.2201 PoiyPils 74 1 18ackbedding,GE 7700 or Dow 701 Silicone 33 1 61825 Weatherstrip Plug,.220"Finseal 761 7164ON ISetting Block(718"x 1"x 1/8"),85+/-6 duro. EPDM 35 78X1 MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 IQuanex SuperSpacer nXr with Hot Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41088 77 lQuanex Duraseal Spacer Composite 37 716693P Meeting Rall Screw Support Plate 6063 T6 At 78 Cardinal XL Edge Spacer Composite 3B 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720X0000( Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGLB21 Screen Corner Key for Extruded Frame X4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X 2 PVC 43720205 Spiral Balance Shoe Nylon 84 47041 Screen Comer Key without Pull Ring X 2 PVC 44 78X714FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 88 61816048 Screen Cloth Fiberglass 87 61635181614 .140"Screen Spline(Machine/Hand Rolled) Vinyl %pproved a5 complying with th• 1111Illlllr Florlde BtIdin ode Dalc•)t r 2fl1 `��,��,01�.•......,Nlj �iRevised Sr. Dote: ReNaron: AO ml Onde Produca ntrol �1 = Revlaed Br. Date: Revialon: y iJo.58705 Dearripdon: Drawn By: BILL OF MATERIAL(BOM) J ROSOWSKI Sr re rt� '•.F<ORIOr �`�� 1070 TECHNOLOGY DRIVE 7111a., Dot e: NOTES, ,7sp��Nn�;.N�j;. N.VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION-.LM 05/15/15 (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMAEXTRUDER CODE. 1 j I I I r t j 1 Serl"IModel: Style: Shaef: Drawing No. Rev: 2)ITEMS a 9-13.15,24.28.29,34,39,81.62,68-71,73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A. P. Sa705 LYNN MILLER,P.E. CERT.OF AUTH. #29296 SH-5500 NTS 12 OF 13 M D-SH5500-01 EJi i OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 47 i 20 57 OR 58 48 1 0 0 � 57 OR 52 P I 45 55 4 OPT.PULL RAIL �. j I 22 \ 82 OR 84 78 INTERLOCK& COVER �! 56 8 35 7 50 I I , OPT. 88 1 BEVELED MITERED FRAME WITH21•!!!"'� INTERLOCK INTERIOR AND EXTERIOR 76 ••o &COVER FRAME WELDS 49 O —@X4 18 i 54 72 X4 16 53 ( 80 OR 81 pRpGHEst�BP NG�. 60 SCREEN OPT.PULL HANDLE 1` • •• ASSEMBLY 64 WITH LATCH Q /'� DETAILS 41 •� 40 CONSTANT FORCE 1 \� I �1 /'\°JJ 76 82 OR 83 ---' , OR ` dY�/ _ O % OPT.PULL _40 OR 43 42 43 SPIRALBALA14CE HANDLE 63 67 161 MITERED FRAME WITH ! SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 663g DETAILS •`�:�. - ;� EXTERIOR 53 % — -- — q � ` -._._____ 1 •pplvvcd es toropyIag wtl6 the 5 53 Oeted a Ing e ASSEMBLY ` � NY LYNN Ravlsed Dote: - \\ �0 n'/ ' Bl': ReHslon: Ailnn�l Dada Pr a onhoi DETAILS \ �,.• ��cENSF •<<F� B _ )�C.• Revised By: Date: Revtsfon: YYY — No.50705 �t \•"•� _..O life _ ® Deaoription: Drawn By: EXTERIOR A •• O IS �a'= EXPLODED ASSEMBLY J ROSOWSKI NOTES: C�•. STA E OF (VJ` �'•.'�<ORIDP,.•'•\ 1070N.VENICE,OFL034275 Title: Data: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '� S G;. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS 111&5.OTHER FRAME TYPES APPLY. i� S�CNA�_`F�� (941)-480-1600 Series/Modeh Scale: Sheet: Dmwf No. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A.LYN�IIMILLER,P.E. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.N 58705 CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 u MIAMI • - - _ _ _ bE COUNTY - rdm o _ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE12) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v .miamiaaae.goy/economy PGT Industries 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 duality 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'15570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15, signed and scaled by A. Lynn Miller,P.E. bearing.the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4.. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,_city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any,other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then-it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 91.5-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above.' The submitted documentation was reviewed by Jorge M.PIasencia,P.E. raara•�Ao>:covNTY NOA No. 15-1210.01 f) 4 Expiration Date: April 14,2021 Approyglpate: March 3,2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted un der NOA No. 11-010 7.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717, dated 12/07/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 - along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8548, dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continued) 5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No.FTL 8549,slated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) 6. Test repoit on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air.Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples AA thru A-22); dated 11/19/10,signed and sealed by Jorge A.Causo,P. E. (Submitted tinder NOA No. 11-0107.04) 8 Additional test report No.FTL 6637 (samples A-1 thru A-5)per TAS 20294; issued by Fenestration Testing Lab,Inc.,dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NDA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/1 Sand last revised on-02/15/16,signed.and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTMS-1300-02, -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Jorge M.Plasencia,P.E. Product Control Unit-Supervisor NOA No.15-1210.01 Expiration Date: Apri114,2021 Approval Date: March 3,2016 E-2 { t PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 .and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOANo. 71-0-107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,'Inc. for their"Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5a`Edition)and"No finacicial interest",prepared by PGT,signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 I 1 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min.Edge JMIM GT°UP Anchor 8ubatrate From.Member 'MIN.OF 3 THREADS Distance Embedment BEYOND THE METAL INCLUDING POCKETS &90011350 CORNERS .T.Southern ne es am SUBSTRATE.METAL GENERAL NOTES: SG=0.65) P•hook Oils, stale' Nt2,steal SMS SUBSTRATETO MEET MIN. - Aluminum,606345' HeadiSIONamb 3'8• 11/8' 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)ar410 S.S. STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, 0.125 m1n,thickness P-!rook 316• i 116' REQUIREMENTS PER A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (mbu tt Steal;A36• HeadlSOUJomb 318• 0.060 A Ihmh II) 0-060'min.tNoknass P-hook 3/8' 0.050 CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS PER ASTM E1300. Steal Stud,A&53 Gr.331 Head/S11UJamb &'6• 0.071'(14 Ga. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071•min.thickness P•hook 318' 0.071'14 Ge. BY THE AUTHORITY HAVING I INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114•Elco P.T.Southern Pine Jamb 1• :1.316• JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ulhocon SG•0.65 P-hook 1• 1318• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410 P.T.Southern Pine Head/Sill/Jamb V 1318• FOR STEEL STUDS, S.S.C�elaFlex (SG=0.66) P•hook 1• Hae' 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. MIN.FU=45 KSI& #12,steel wood P.T.Southern Pirko Head/SilVJamb 9f1G 11318' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOR$,VISION EXTRUSION,LTD. EMIN.'FY-33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED aorew G6 SO=o.65 P-hook 81181148, Concrete P•hook 1' i1-316• (PAINTED OR LAMINATED)WHITE RIGID PVC NOA114'Elco min 266 ksf Head/811UJamb 13116• H 316• "UNOROUTED CMU"VALUES REFERENCES(TEST REPORTS):_FTL-8337,6338,8648.8048,6652&8717;EXOVA-10.002-792(A)&10-000-10231; Lghecon Ungrouted CMU, Jamb V H-1141 MAYBE USED FOR GROUTED€ CAMBRIDGE 635753-09; ASTM c90 P-hook tr —771— CMU,APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungrouted CMU, Jamb 1-314• 11.114• C HIGH VELOCITY HURRICANE ZONE(HVHZ).THERIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION L4•Paco 410 ASTM C 0 P-hook 1.314• 11.1- EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, G S.B.CroleFlex Concrete Hsad/Sg6Jamb 1.3/'16' 11 14• IMPACT RATING 11 (COMPONENT REQUIREMENTS). (min.&35 kei P-hook 1• "-314• RATED FOR LARGE&SMA 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete' Head/811VJamb 1.112' ctala• MISSILE IMPACT RESISTANCE m1n822ka1) P-hwk t-0/2' 11318' 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. 1/0 Eloo 18.0 Ungrouted CMU, ,Umb 2' 1-114• . 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. DESIGN PRESSURE RATING S.8.Appm4I0•Gelor ASTMCP-hook Y 11-114' P.T.Southern Piro Head/SIWJamb r I Ictal SEE TABLES 1,2&B7,B21f ANCHOR NOTES: SG.0.66 P-hook Y 13161 ON SHEETS 7&8 I 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY, Concrete MHeadISUI/Jambmb 2.112' 1-318' APPROVED ELCO ANCHORS.SEE TABLE AONTHISS14EET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114•Elco min.2.65 kel2.117REQUIREMENTS. Ultracon Ungrouted CMU, 2.112• 1 1-1/4•2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 0 ASTM C•so 2-ur 11.11'' PRODUCT RENEWEg 3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IXWOOD 13UCKSARE OPTIONAL concrete mb 2.112' 11 4' aeeompiyIng with tho Florida 114•Elco 410 min.3.35kel 2.117 11.38` BIF UNIT 1S INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112 THICK OR S.S.CroleFtox Ungrouted CMU• 2-112' 11.1/4' NOA-No. 15.1210,01 GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ASTM 090) 2-1/2` 11.1/4• ��— STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Explratton Dato 04/14/2021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. I ay J — 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES...,1.......1 Miami-D Product Control BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS,J........2 I 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK. INSTALL DETAILS....,.......3.6 NON-METALLIC GROUT,MAX.114'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES........7.8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE..................).........8 } SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS10 SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS.......II IA6 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES..........:........17 INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS .-if........18 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF$PA NDS•2012 FOR WOOD CONSTRUCTION ACCESSORIES........ ........19 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE AALUMINUM ISI S 00 O7D/S2i2010 ANUAL,ADM-2010 SCREEN DETAILS ........20 NIP X LYf tN GLASSIREINFORCEMENT. PARTS LIST........................21 `: 4tcENSF 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ' 1 ' PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 No.58705 HEIGHT. .3)CHOOSE WHICH ANCHOR GROUP(A=D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI 0 J SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE `0*. STA DISTANCE ® I � "•,�'P4':FLORIDB,.•'�\�� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 10112),VERIFY THAT THE OPENINGS REQUIRED DESIGN CERT.of AUTH,*202ee PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34276 ��as 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 8. (841)•480.1800 SGD-5570 NTS1�1 1 OF 21 3 MD-5570.0 A.L p�t6L81706'P'E'p f I MAX.UNIT WIDTH - MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH - NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH lit" PER TABLES I&2 _�_ffi PER TABLES I&2 PER TABLES I&2 PER TABLES I&2 P�--Nf--I — — — MAX.UNIT /* I � F* I 4�- I � MAX. I MAX. g 1 2, 1 HEIGHT AX.UNIT MAX.LINT PER HEIGHT PER HEIGHT 1. HEIGHT 11 TABLES I&2 TABLES I&2 j r1 PER TABLES 1 2 h /I PER R 14' 'TABLES I&2 h h POMICET FON"I I I i I I I :ol 1,,——3 _j 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS 4 CONFIGURATIONS d) MAX.UNIT WIDTH MAX,UNIT WIDTH MAX,UNIT WIDTH- NOM. NOM.PANEL WIDTH NOM.PANEL WIDTH PANEL WIDTH' 4 t PERTABLES I&2-- 1 PER TABLES I&2 PER TABLES I&2- I MAX.UNIT IML ii�L HEIGH SEE T MAX.UNIT MAX.UNIT I --- If OTE Tics HEIGHT 4HEET. PER TABLES 1 2 HEIGHT 11 PER TABLES I&2 h h TABLES I&2 Poc'mr I� I I I I I f I I I _j CONFIGURATIONSoma�rn CORNER TYP. 15AANEL CONFIGURATIONS Nr--J 6-PANEL MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT RENEWED ISS oompt with the Florlda NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES I&2 HOA-No. 15-1210.01 __l zxpiruo.not.0411412021 ai. rsl% tIN Y_Z�_ MAX,UNIT- W, w I A M MAX.UNIT HEIGHT W IW HEIGHT PER TABLES I&2 h A PER TABLES I&2 j j /j h /I /I mcwr j; f _j _j 7-PANEL CONFIGURATIONS d) 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"-OPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB `O"=INOPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-8-9/16" LOCATIONS.EXAMPLE:4-PANEL "O"im POCKET DLO HEIGHT-DOOR HEIGHT-11-1/16" N L)=X IN POCKET(p)CONFIGURATION-CAN BE PXXXXP.pXXXX OR XXXXp.OXXX I --wi•, N POCKET CONFIGURATION CAN BE OXXXp, PANEL HEIGHT=DOOR HEIGHT-2-1/2' OcIf 2)90*&136*CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) No.GES70G 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND Is TO BE DESIGNED By OTHERS AND EXAMPLE CONFIGURATIONSo J ROSOWSK) Wti REVIEWED'BY THE AUTHORITY HAVING JURISDICTION. STM ,r' f—DETAIL LETTER CERT.OF AUTH.#29296 ORW -'*�,(q�l 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. 1.1-*0 1 (D 1070 TECHNOLOGY DRIVE �910NN- "*' 5)MAX,ALLOWABLE FRAME SQUARE FOOTAGE 472.668 FT, SHEET NUMBER N.VENICE,FL 342715 /1 ..1100, (941)-480-1600 SGD-5570111 NTS 111 20F21 �91 MD-5670.0 Jill ALYNN'MILLER,P.F_ P.E#68705 DETAIL Al DETAIL 81 METAL TYP.,SEEANCHO,R THAU iXWO4D ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET I;M1N.O 3 CONCRETE/CMU PER INTO MA90NRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH METAL SUBSTRATE 114°MAX. REOUIRED IF DOOR 1B TYP-ANCHOR TYPE, HEIGHT IS OVER 6V 21 °a EMBEDMENT AND ^1'•�.w ac MAX26'O.C. s1 EDGE DISTANCE PE 22 I EDGE SUBSTRATE,SEE DISTANCE 4 TABLE A.SHEET I& •,� '... •y•'k'', a i{�-OPENING-1 q �60 NOTE 3,BELOW DAYLIGHT to INTEOR OPENING� 26 3a 4 28 EMBEDMENT WIDTH 6c � P La a1 EDGE DISTAI. r,.''; 25 2 i B2 (d EDGE y °t ( 7E ERIOR ��SEE NOTE 6. l.� DISTANCE SEENOTE6, j 26 26 27 "L; EF IW MAX.—►i ••••x• '' THIS ...�� ° ix I I SEE NOTE$. \ j BUCii<STRIP.SEE SEENOTE6,TH18 SHEET 2# 32 THIS SHEET EMBEDMENT ANCHOR NOTE 4,SHEET 1 !___ __ #8 X 314"SMS REINFORCEMENT SCREW;7 PLATE AT I / 63 PER STILE,LOCATED AT CENTERLINE AND 6°, I SEM EDMEN AND P.ANCHOR TYP EVERY / HORIZONTAL SECTION(XXX SHOWN—) 1`` 0'&12''FROM ENDS(FACTORY INSTALLED). ANCHOR �� EDGE DISTANCE PER LOCATION SUBSTRATE,SEE DETAIL A2 DETAIL C2 DETAIL D2 -• , DETAIL B2 •TABLE A,SHEET I& tNT02X WOOD S6 INTERLOCK INTOMASONRY �"•� -A,CINGGANSL' NOTE 3,BELOW 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR as DAYLIGHT 21 HEIGHT IS OVER°6 `1^ - ( ------ NOTE 3,SHEET I OPENING °7 1/4'MAX. -+-I .'• U I WIDTH 1 EDGE INTERIOR uusRcomplgGngwi h thePh rtao a p DISTANCE Building Coao TYP.ANCHOR TYPE, P 7 I j; NOA-No. 7 5-121 0 0 4 3£E NOTE 6.THIS SHEET 6 EMBEDMENT AND 2a R 27 26 R 2s • •�'--'--� j I Expratton DaW 04M412�21 EDGE DISTANCE PER d TYP.ANCHORTYPE, I I 13Y_ SUBSTRATE,SEE 6 a3 23 6 EMBEDMENT ANp p q Mtaml- a rodu¢t con rot TABLE A,SHEET 1& 31 q o p EDGE DISTANCE j I NOTE 3,BELOW ° PER SUBSTRATE, j •.; SEE TABLE A,SHEET t� EDGE t� I&NOTE 3,BELOW I E7RERi`R (, DISTANCE �-114'MAX.' PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER ' FIXED PANEL CLIP& INTERI,OR OR ��3��71LYNN 11 rir�� NOTES ANCHORS SEE EXTERIOR DIRECTION.- t 1( 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFORcEMENTTYpEs(SEE NoTE6,Tt7IssHEE7) DETAIL SHEET 10 ALL PARTS IDENTICAL. �`� ZBL�GENS�" 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKS7ILE8, ' 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,Fixt D . fc Qiu.56705 (. ANCHOR QUANTITIES,SEE TABLES I&2, STILE,AND za VINYL SLIDING GLASS DOOR NOA(LM) 14105115 N 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS ` INSTALLATION HORIZONTAL X-SECT. � J ROSOWSEG W FRAME ANCHOR LOCATIONS. � =-O'.• �„ ,� 'fJ SATE F �.. 5}PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADt7-ON. ®- � a 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL �f;}fi ''••FtoR�p ' C�.` IA1I'ERIOCKS 27 CERT.OFAUTH;#26296 ��' REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY am m m `r t...... ` FOR THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 1070 TECHNOLOGY DRIVE i!I t I t I I 1 j 111 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD N.VENICE,FL 34275 A.LYHN MILLER PE (041)-480-1600 11,9GD-6r,70111 NTSIII 3OF21 II M6-5570,0 gz P.E#68706 . L DETAIL El TYP.ANCHORTYPE,EMBEDMENT DETAIL DETAIL E4' - INTO MASONRY. AND EDGE DISTANCE PER DETAIL 0] txenexsrwvI INTO WOW LEL420—myj DADE APPROVED MULLION,FDO ,TE,SEE TABLE A.SHEET COMPLIANT ALUMINUM/STEEL I&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD,MAY FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,iHEETi ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE AN REQUIREMENT USE ��SUBNSOTTREATE'SEE TABLE A.SHEET EDGE 3,THIS SHEET EDGE TABLE A;SHEET I DISTANCE CEr___ STAN -% DISTANCE1• EDGE DISTANCE EMBED- MENT EDGE E 1)SIZE EMBEDMENT ♦ t. EMBEDMENT EMBEDMENT IXOR2X� IN 1/4"MAX 114°MAX. 114!' 114°MAX.MAX.�C!D 60 -BUCKSTRIP,,5F-F- ANCHOR NOTE 3, ITYP.ANCHORTYPE.EMBEDMENT AND � I oTaY.P.ANCHORTYPE,EMBEDMENT AND 'VO "Z ..�j� ��j F__1 SHEET I EDGE DISTANCE PER SUBSTRATE;PEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKSTILES, ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1, FLUDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND 8 X 31W'SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH-NOM.PANEL WIDTH-8-9116° I TP-1 HORIZONTAL ANCHOR RAILS SCREW,3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT OLD HEIGHT=DOOR HEIGHT-11-1116" EVERY ANCHOR CENTERLINE AND WFROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2' LOCATION (FACTORY INSTALLED) 6)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME -PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT NOTES, SILL RISER PRODUCT RENEWED THIS SHEET VARIES WITH EXACT DIMENSIONS. a3 coBuilding mp%lan a WILIM tho Florida REQUIRED NOA-N*. d I5-1210.01 EXTERIOR POSITIVE Expiration Date 04M4/2021 DESIGN 62 PRESSURE, .390_i By EXTERIOR SEE SHEETS 11; control 7&8. .390— 1— 1.3 1 390 T_ 2.370 2.047 114"MAX. 83 942 N 1.793 4.041 NHOW I GROUT AS 0 #4 6 ALSO APPLY'.823 2,887 L 3,464 NEEDED,SEE 1.917 — L ANCHOR NOTEis IJ 5,SHEET I 114'MAX' 12 2-1 -TOTAL .060 060 .060 r� SILL HEIGHT SILL RISER SILL RISER a SILL RISER @ SILL RISER C'(TI Ir TOTAL (3-1/2-TOTAL , (4-1116-TOTAL (4-518"TOTAL f SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 7 SILL HEIGHT) EMBED- EMBEDMENT EDGE MENT 't DI 5 x. A VINYL SLIDING GLASS DOOR NOA(LM) 10/mis EDGE TYP.ANCHOR TYPE,F- \-TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. J ROSOWSKI DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR 0 EMBEDMENT AND EDGE DISTANCE FRAMI1 ICE CONCRETE/CMU PER SUBSTRKrE, NOTE 3.SHEET I PER SUBSTRATE, CERT.OF Aures.nzszas �� PER ANCHOR SEE TABLE A, a IN REQUIREMENT IDETAIL F1 DETAIL F:21 SEE TABLE A, 1070 TECHNOLOGY DRIVE k LUT-0 MASONRY I SHEET 1&NOTE 3, SHEET I&NOTE 3, N.VENICE,FL 34276 ac THIS SHEET THIS SHEET (941)-480-1200 IISGD-6570111'NTS 111 4 OF 21 Jill MD-5570.0 jj�j I A.LYNN MILIR,RE. 7t � INTERIOR 35 TE 71 INTERIOR 28 2 A 26 6925 O 28 �Li 37 86 MAX 1B.8.O.C.. T INTERIOR. 33 19 88 MAX SEE WO c 36 o INTERIOR dETAiL Ft2 P 18 AE MAX 19 .� .� EXTERIOR 0090' nn �O .. ,89 OU15tpE CORNER I� 33 0 9oe. 4 �� R� O❑ LlINTERIOR d � N9¢MAX18.8-O,G. ExsealoR 37 00 EXTERIOR 135' {tj g1 .: � 90° DETAik G1 DETAIL H1 135° d MAX 18.6'O.C.9¢ iNS1SiE CORNER 6U° r°) INSIDE CORNER <0 Cl EXTERIOR INTERIOR , ¢i 1 `"✓ Rga MAX 3.8.O.C.(1g g8 89— E E �� i 3EE SHEETt9 2 PRODUCT RENEWED comptyPng with the Florida puilding Cope NOA-Na. 15.1210.01 v 135° Expltntlon pate 04/14/2021 INTERIOR By Miami-D raduct Control a 2 NOTES �i 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 80 26 �® 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR LJ QUANTITIES,SEE TABLES I&2- 3) 3 CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, � 4YNN M!((� �h DEPENDING ON CONFIGURATION. DETAIL G2 MAxt96•oa 00 EXTERIOR 136 1 MAX 3.6'O.C. '. QUT9ipE CORNER SEE SHEET 1918 98 , � VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 69 CORNER ASTRAGAL HORIZ,X SECT. jb J ROSOWSKI '•�[ 1 _ CERT.0FAUTH.829298 1070 TECHNOLOGY DRIVE ,'�"!NONA�;� N.VENICE,FL 84275 t (041)•480-1600 SGD-5570 NTSJ�j 5OF21 11T MD-5570.0 Jill A.LYNN MILLER,P.E. PIES 85705 DETAIL 11 DETAIL 12 OPTIONAL NON- i•1 INTo MAsoNRY INTO L1A60NRY STRUCTURAL ,a;.: Lf EDGE CONCRETE/CMU ANCHORS FOR: PER ANCHOR INTERIOR POCKET N E a et 21 TYP.ANCHORTYPE,EMBEDMENT DISTANCE REQUIREMENT JAMB 28 RO AND EDGE DISTANCE PER ; SEE FIG 1. - SUBSTRATE,SEE TABLE A, FIGURE 1,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST THIS SHEET o SHEET 1&NOTE 3,BELOW ! •:i FOR DOOR HEIGHTS 98°AND LESS: INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE OPT. POSSIBILITY OF WATER ` ;' 21 d 'c. t:;+; ANCHOR a1 q INFILTRATION. EMBEDMENT ,f= 1l4"MAX. to 17 OPT. ':•- ,.:�,•:•:'ti-.�.i '. 17 OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. EXTER OR Ell,; :_'" C� o FOR DOOR HEIGHTS OVER 96" �Mnttmtm EXTER R q MEND''.. :. '' OPT. 114"MAX. 10x 1.0" a XT R`' • .4: ' _..� ANCHOR AX.O.C. ,Y '• : ` CONCRETEICMU SEE FIG I,01 d 30 TYP.ANCHOR TYPE,EMBEDMENT THIssHEET AND EDGE DISTANCE PER EDGE PERANCHOR ze z7 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW EXTERIOR POCKET 2INTERIOR POCKET TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYR,SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET 1 4,SHEET 1;ANCHOR LENGTH TO &NOTE 3,BEL O BEA MIN.OF 3 THREADS BEYOND EDGE 2X WOOD BUE ANC POR PRODUCT RENEWED THE METAL SUBSTRATE FRAMING,SEE ANCHOR a:camp Ing with the Florida DISTANCE NOTE 3,SHEET 1 .0101 A-Ng Coaa EDGE Moa-No. 15.1210.01 DISTANCE OPT.ANCHOR OPT.ANCHOR Expiration Data 0411412021 DETAIL 13 17 OPT. iT EMBEDMENT Dy � _ . IMO METAL OPT. MDlami- Product Control DETAIL 14 EMBEDMENTINrowoog, 1!4"MAX. q e MAX. EXTERIOR fL to SEE FIG I,81 d V THIS SHEET O SEE FIG 1, cJ 28 R 27 EXTERIOR 82 THIS SHEET zo Tl 28 _ \1t11+ I11!!7j 22 V 21 91 EXTERIOR POCKET wNlu nli EXTERIOR POCKET 1 a� •''�tCENSC''•.,� &�ALUMINUM SLIDING GLASS DOOR NOA(LM) 1010515 = 1T: NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, P-HOOK EXAMPLES,HORIZ.X-SECT. & J ROSOWSKI : 0 2)REFER TO ANCHOR NOTES,SHEET 1. < sT E I• 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® �'O� ''•.;FLORIOP•'G�� 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.11202e6 m ,49/ O Ela" 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE '/ ��' lON�L `� \ jI71lnttt` 6)POCKET WALL OR CAVrrY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A.LYNN MUM P.E. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5570$ NTS 6 OF 21 s MD•6570.0 P.E.1!6070S TABLE i: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this_table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,3 or 8 80* 84P SHEET i FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement M 68-16116-DLO Wight 72-15116-DLO Height 8445116-DLO Height Lookstfle Reinforcement#26 orW28 THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE- Anchor Anchor Group Anchor Group MAXIMUM POSITIVE DID DUE TO THE SILL HEIGHT MUST ALSO BE —Std.Interlock Reinforcement#27 A I B 1 0 1 b A B C D A I a I c 1 0 CONSIDERED,SEE TABLE 131,THIS SHEET, ISAIr Design Pressure +601-60pal' +60/-60Psf +601-60pd #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 24" DLO Head/Sill C3+11 I C30 I C3+11 I C3+1 03+1 3t1 c3+1 c3+1 c3+1 c3+1 C3*1 C3+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT Width Jamb 5 1 5 1 6 1 5 6 6 MIDSPAN OF PANEL), P-hook 7 1 7 1 7 1 7 7 7 7 7 8 8 8 8 TOTAL 0 OF ANCHORS THROUGH THE JAMB. Design Pressure 001-60jost +601-60psf +601-60 Psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8' Headf8ill C3+1 I C3+1 C3+1 fbto C3+1 C3+11 03+1 C3+TC3+1l C3+1 C3+1 103+1 PERPENDICULAR TO THE GLASS. V DLO +1 Width Jamb 6 5 6, 6 5 5 :6 5 6 P-hook 7 7 7 7 71 ITO 8, 8 8 Design Pressure +601-60 psi +601.60pst +601.eops.f 31-11W HeWd-11III 03+1 03+1 03+1 C3+1 C3+1 C3+1 103+11 C3+1 c3+1 I C3+1 1 C3+1 03+1 9 361 DLO 0. Width Jamb 6 6 6 5 6 6 6 6 5 5 6 1 5- F-hook 77 7 7 7 7 7 7 - 8 a 8 1 Design Pressure +601-60pst +601-60pst +e01-60psf HeadISII1 C3+1 03+1 030 C3+1 03#1 C3+1 C3+1 03+1 C3+1 C3+1 103+1 C3+1 4T DLO TABLE Bl: -- Width Jamb 6 fi 5-1 f 6 6 6 a-- 6 Water-Limited FIG 1: -hook 7 7 7 7 7 8 Design Pressure 13 H LENGTH 43-1/8" Design Pressure +601.Gopst +601-60psr +601-fl0pst $III Norn,$III max,(+)DP 481 DLO I HeadIS111 C3+2103+1 1 C3+1 03+1 C3+2 03+1 C3+1 C3+1 C6+2103+1 103+4 03+11 Riser Height Allomd DOORASSEMBLIES Width Jamb 5 6 1 5 5 6 5 5 5 5 ti 6 5 None= See Note 2 INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 7 7 7 7 T—] 7 8 Ei OVERHANG(OH)LENGTH IS 8 a a no in with tha Florida 42 2-1127 +38.7 pet EQUAL TO OR GREATER THAN 43 3-11T +60.0 psf THE OVERHANG HEIGHT IS HOA-No. 15-1210.01 USED IN EXAMPLE ON SHEET 0 44 4-1116! 460.0psf EXEMPTED FROM WATER xh,plrn'tlon Dato 04/14/2021 46 1 45181 1 +60.0 par INFILTRATION RESISTANCE, ey DLO WIDTH-NOM.PANEL WIDTH 8-911 ' 0%1111111111' DLO HEIGHT=DOOR HEIGHT 161i-1/is" 0 LYNN�jtj///,, PANEL HEIGHT=DOOR HEIGHT-2-112!' 00 .......... Fp TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10105115 is f4o.,18705 1)IF WATER INFILTRATION RESISTANCE 13 REQUIREDTHE LESSER VALUES OF EITHER TABLE I AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITYTABLEbOWSKI 2)IF WATER INFILTRATION RESISTANCE 18 NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL JROS RISER IS NOT REQUIRED.IF 80,+DPS SHOWN IN TABLE I MAY BE USED, 1.2 1 1.0 3)SEE SILL RISER TYPES ON SHEET 4, CERT.OFAUTH.029296 14 ..... 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE N, 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.Fl-34276 51 A 1 1,1 0)SEE SHEETS i 1-16 FOR ANCHOR LOCATION&SPACING SGD-6570111 NTS 111 7 OF 21 Jill MD-5570.0 J�Aj A.LYNN (941)-480-1600 .ICI MILL.,I.E. 68705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" W low 120' SHEET FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 66-116/16ff DLO Height 72-16116-DLO Haight 84-16116'DLO Height 96-16116-DLO Height I08.15118"DLO HeIgR7 THE MAXIMUM DIP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Looketlia Reinforcement#25 Anohor Group Anohor Group Ariohor Group AnrhorGroup Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Intedook ReIribroemant*28 A I B 1 0 D A 1 13 1 0 1 0 A B C D --AT-8 T-C I D A I B 1 0 D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +1001-100pof +1001--10opsf +1007.10ow— +60I-65par +601-65psf :)F ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-118" HeadIS111 C3+1 03+1 C3+1 C3+1 03+1jG3+1jC3+1jC3+1 C6+1103+1103+1 C3+1 C3+IIC3+IIC3+IIC3+1 03+1103+IIC3+1103+1- CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT 24" DLO is 5 5 6 5 5 5 6 5 6 1 6 MIDSPAN OF PANEL). Width mb 6 6 8 6 a m-�TDTAL#OF ANCHORS THROUGH THE JAMB, — P-hook 7 7 7 7 7 7 7 1 7 8 a 8 8 -9 1 9 1 9 -a. 10 10 1 10 10 -----THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure 4100/400psf +1001-100pst +f00/-100psf +601.05psf . +601.65pst PERPENDICULAR TO THE GLASS, 25-116" HeacV8111 C5+1 C3+1 C3+1 C3+1 C5+1 103+1 03+1103+1 06+1 C3+1 C5+1 C3+1 03+1 C3+1 03+1 03+1 C5+11C3+1IC3+1IC3 i v DLO 30" Width Jamb 6 1 6 6 1 5 6 1 6 6 1 6 6 6 7 5 0 6 6 a 6 1 6 1- a 6 P-hook 7 7 7 7 7 1 7 7 1 7 6 B 8 8 9 9 9 9 10 j 10 1 10 1 10 31-1.18, Design Pressure +1001-loopsf +1001-100psf +100/-100 +601-65pvf +601-65 Psf FIG I- 36" DLO Head1SIII C5+1 C3+1105+1jG3+1 05+1 C3+1 05+1 03+1 G5+1 C6+1 C6+1 C3+1 +1 C3+1 C3+1 C3+1 0+1103+11 C3+1 03+1 Width Jamb 6 6�8 6 5 1 6 1 6 1 5 -6-F-fi-F7_1 5 _6 6 6 8 6 1 6 8 6 P-hook 7 7 1 7 1 7 7 1 7 1 7 1 7 _8 1 8 1 8, ml 8 . 9 9 9 9 10 1 10 10 10 DOORASSEMBLIES Design Pressure +100/-loopsf +1001-100psf +1001-100psf +601-66pst +60/-65 par INSTALLED WHERE THE 37-1/8* HeadfSIg C6+2 C3+2 C5+21(33+1 C6+21 C6+2 05+2 C3+1 C5+2 06+2 05+2 C3+1 C5+i I C3+1 I CS+l 103+1 �ijcs+�csi-110+1 ul OVERHANG(OH)LENGTH IS 0. 42! OLD EQUAL TO OR GREATER THAN Width Jamb 5 6 —6 6 5 a 6 6 8 6 6 1 6 6 x THE OVERHANG HEIGHT IS P-hook 7 7 7 1 7 -7-T—7 -7 7 a 8 a a 9 a 9 1 10 1 10 EXEMPTED FROM WATER 10 1 10 43-1/8' Destga Pressuro +100/-100ps/ +1001400psf +92/-92 psf +6D1-MPsf +60/-65 Pst INFILTR ATION RESISTANCE. C5+2 G5*2 C5+2 46" DLO Head/$III 05+2 C5+2 C5+2103+2 C6+2105+2 CS+21 C3+2 C5+2 05+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 I I �H�LENGTH Width Jamb 5 6 7 6 6 5 a 6 6 5 9 6 6 7 6 6 1 0 a a P-hook 7 7 7 7 7 a a I a 1 9 1 0 0 9 9 9 10 io lo 10 TABLE 82: PRODUCT RENEWED I I I as compiling with the Florida Design Pressure +801-sopsf +80/-80p8f +801-80psf +60/65pst +54.1/-58.7 psf. Water-Limited BuIldini; ode HeadISIff C5+2 G3+2 C5+2 C3+2 C5+2103+2 C6+2 03+2 C5+21 C5+2105+21 C3+2 C5+2 06+2 C6+2 C5+2 C5+21 GS+21 C6+2 i C6+2 (+)Design Pressure NOA-Ma. 45-1240.01 R. DLO Expiwation Date 04fl 412021 Width -lamb 6 5 6 5 5 a 7 5 5 5 a 5 a e a 6 2 —6t_Lj--C- Sig Nom.Sig Max.(+)OP P-hook 7 7 T 7 7 7 1 7 7 8 8 8 8 9 9 9 9 10 1 io 10 1 10 Riser Height -Allowed 65-118" Design Pressure +80 1,80psf +80/,80 Psf +80/-80Paf +69.11-64 pat +49.01 ..7pst Norio 14111V -Sao Note 2 HeadfSPI 05+3 1 C3+2 1 OLO (35+31 C3+2 C6+3 C3+2 + + 42 2-1121 +38.7 psf, Width Jamb 6 6 0 1 5 6 6 7 5 5 6 6 6 6 1 6 8 1 6 6 1 6 8 43 3-112' +60.0 pot 7 P-hook 7 7 7 7 7 7' 7 a a I a 8 8 1 9 9 1 9 10 io 10 i0 44 4-1116' +80.0 psi +1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/81 +100.0psf DLO WIDTH=NOM.PANEL WIDTH'-8.9116" 00, LYNN DLO HEIGHT=DOOR HEIGHT-114116'" ......Qe PANEL HEIGHT=DOOR HEIGHT-2-1/2' TABLE NOTES: No.56705 1)IF WATER INFILTRATION RESISTANCE IS REQUIREDTHE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15— AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. -, W- DP&ANCHOR QUANTITY TABLE ROSOWSKJ --A 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS;PER FIG 1,A SILL STAMOF RISER IS NOT REQUIRED.IF 80.+DPS SHOWN IN TABLE 2 MAY BE USED. P � 3)SEE dILL RISER TYPES ON SHEET 4. 'GERT.0 A07H.M296 "'6. ........ cj 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. /'9/0NA� UTO TECHNOLOGY DRIVE 6)REFER TO ANCHOR NOTES,SHEET i N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION (941).480- SPACING I rSGD-66701� NTS 111 8 OF 2`1 MD-5570,0 A.LY..1'4',M1L1'- [. 1000 EXAMPLE. 3-PANEL,3TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR L CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84°NOM.PANELS, @ INTERIOR POCKETS OF INTERLOCK —CENTERLINE INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD'SUBSTRATE, A _OFPAN Lff OFPAN L 9 ( OFPANEL 3 Lm3E MAX OF CENTERLINE CENTERL2 OF 115RUN PROJECT DESIGN PRESSURE REQUIRED:+48.21--58,6 PSF POCKETSY OTHERS,SEE NOTE 8, Tq SHEET 8 +21 '+y ANCHORAGE, 2S�fd'MAX. 8• 8+ ANCHORAGE, SHEET 12 '+2•ANCHORAGE, MAX, SHEETI2 ..CLUSTER, GtUSTER, SHEETI2 EXTERIOR SHEETI2 SHEETI2 END ANCHORAGE SEE POCKET JAMB (MIN.)ANCHOR) OPT.ANCHOR EXTERIOR - SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS NON-STRUCTURAL ANCHORS MAY SHEETS PXXX l TRACKS TO AID IN BE ADDED INFIELD AS NEEDED TO l L ALIGNMENT ALIGNTHEHEAOORSILLIFA 4 SPLICE OCCURS WITHIN A POCKET. SILL SPLICE 114TERIOR, (-L,-CENTERGNE L .CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL" OFINTERLOCK II("--OFfNTERLOCK ANCHOR INFORMATION. 0" CENTERIM CENTERLINE CENTERLWB MAX, OFPANEL I OFPANEL2 OFPANEL 3 POCKETSY o 0 o a EXTERIOR INTERIOR OTHERS,SEE NOTE 8, 0 1 of to o 0 0 0 SHEET 8 mm-MAX. 8+ ANCHORAGE, `+Y ANCHORAGE, '+2"ANCHORAGE, MAX. SHEET II SHEET II G3`CLUSTER, 'C3"CLUSTER, SHEETII 12'MAX. 2i.0' SHEET 11 SHEE711 END ANCHORAGE EXTERIOR MAX FRAMEJAMB SEEPOCKETJAMB (MIN:)ANCHOR) REQUlREO Q' 1NSTALi.A7tONON SILL ANCHORAGE DETAILS D.C. INTERIORPOCKETS SHEETS PXXX(3 TRACK) PRODUCT RENEWED , 1)KNOWING THE PRODUCTS REQUIREMENTSSCAN THROUGH TABLES i&2 asoo as comps in8 with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Bufidin8 odo +48.21-58.6 ATA NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: Nga-No. 15-1210.01 DESIGN PRESSURE IS 1601-60 WHICH EXCEEDS THE PROJECT DESIGN — Expiration Data 04/14/2021 PRESSURE REQUIREMENTS, DISTANCE TO NEXT cUSTER TO BE 2S-3f8"0.C,OR LESS FOR WOOD INSTALLATION USING ANY Headlslu I C3+2 Miam- ado oduct control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF:. P-1100% 7 ' 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: WMA HEAD(CLUSTER ANCHOR.SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT GENrERLINEOF END PANEL OPT,ANCHOR THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID HEAD(INTER MEDIATEANCHORS�SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT T MIDSPAN OF EAOH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET i 1 FOR THE"C3"CLUSTER ANCHORS AT 25.3/8',OTHERWISE ANCHORS ARE NOT REQUIRED AS `�t` �{LYN/v 411rrr r ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PERTHE FIGURE ABOVE: ��• .........'<e DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. 1t Na.58705 A FOR PRODUCT REFERENCES ALSO SEE JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10105115 v P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACTir LOCATIONS OF CROSS-SECTION DRAWINGS. LAYOUT. STRAIGHT DOOR EXAMPLE JROSOWSK[ : -15 (6 C} . BTnIt F !v B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, BE FOUND ON: CERT.OFAUTH.#29298 D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS, HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET 3 N.VENICE,FL$4275 b LYNN MILLER,P.E. E)SHEET 21 FOR A BILL OF MATERIALS, P-HOOK:SHEET 6 {941)u180-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 P.UM68706 ' i NOM- 3116'HS GLASS 71*16"NOM. 7/18"NOM, .090"PVB 81181 HS GLASS 31167 HS CLASS '311V ANN GLASS 76 78 NOTES: .080`1 PvI3 71 To 1)BACKBEDDING SURFACES SHALL NOT 7/16"AIR SPACE BE PAINTED OR LAMINATED. 3118'ANN GLASS PAINTED/ 3110-HS GLAIi / 3h6-j:GLASS PAINTED/ 2),PRODUCT MAY BE EITHER INTERIOR OR LAMINATED PAINTEDLAMINATED EXTERIOR GLAZED,PROVIDED THAT THE SOR(k I SURFACE es OR LAMINATED 80 03 SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING GInVERIOR EXIERIQR UNIT IS ADHERED TO THE GLAZING LEG. (�3 PRODUCT IS'EXTERIOR, PRODUCT is-EXTERIOR- PRODUCT IS'EXTERIOR- GLAZFO"IF#804I 16 1 7/8'NOM. GLAZED'IF#80-SI 18 j I7/8'NOM. GLAZED"IF1982-831$ 1 71W NOM. 'ANW-ANNEALED TOWARDS THE EXTERIOR. I GLASS TOWARDS THE EXTERIOR. U I GLASS TOWARDS THE EXTERIOR. GLASS 'HS"-HEAT STRENGTHENED BITE I j SITE BITE 'T"=TEMPERED 1T INTERIOR I <3 INTERIOR I <3 WERDR "PVB"=.09011 BUTACITEQ)PVB INTERLAYER PRODUCT IS'INTERIOR. BY KURARAY AMERICA.INC. PRODUCT IS-WTERIOR. PRODUCT IS'INTERIOR- " GLAZED*IF 418041 IS 70 GLAZED'1F#80.81 is j 79 GLAZEGLAZED'IF#8243 IS j 70 SG'-.090"SENTRYGLAS@ INTERLAYER 'COWARDS THE INTERIOR.j TOWARDS THE INTERIOR.j TOWARDS THE INTERIOR.I BY KURARAY AMERICA,INC. SEENOTEZ VEENUrEZ SFENOTE2. THIS SHEET THISSHEET TINS SHEET GLASS TYPE I GLASS TYPE 2 GLASS TYPE 3 SILICONE STRUCTURAL HOT�MELTSUTYL 3116`HS G.LASS — 1-1/16'NOM. 311&'ANN GLASS STRUCTURAL SILICONE =0"Se— 9132"AIR SPACE POLYISOBUTYLEN— 114*NOM. FOAM 3116'NOM. HEAT-MIRRORFILM WITH 311V HS GLASS— 76 76 090-PVB RAL �-ONE "AM WITH DESICCANT WITH rH DESICC#ANT . 7/16'AIRSPACE 77 7 9132*AIRSPACE _S 3f1(rTGLASS 3116'HS GLASS EXT.GLAS EXT.GLASS S116-10LASS FAINTED/ PANTED/ PRODUCTRENEWED as comp Ing with tho Florida 00 /--LAMINATED 04 —LAMINATED Building Wodo SURFACE SURFACE NOA-No. 15-1210.01 <3 CXTERIOR 1�3 t Expiration Date 04114/2021 INT.GLASS PRODUCTIVEXtER1011- PRODUOT� ERIOR- GLAZED"IF#82-83 IS 718,NOM. OLAZED-.��13 718"Nom. BY KODISPACE SUPER TOWARDS THE EXTERIOR. LJ I GLASS TOWARDS THE EXTERIOR. GLASS 78 -- BITE BITE 4SG TPS 0§PACER@NXT- INTERIOR <:1 Twenm PRODUCT IS'INTERIOR. PRODUCT IVINTERIOR- ALUMINUM GLAZED'IF#82-831S j j 79 GLAZED'IF#04 IS j j 79 REINFORCEMENT pOLyjSO. BUTYLENC DESICCANT FILL AREA TOWARDS THE INTERIOR, TOWARDS THE INTERIOR. 5116'NOM. SEAL 611 V NOM. SEE NOTE 2, SEENOTFZ 7 SILICONE SEAL THIS SHEET THIS SHEET OUTYL DESICCANT ROUL-FORMED FOAM STAINLESS STEEL—\ GLASS TYPE 4 GLASS TYPE 6 LYNN /* .......... vez EXT.GLASS IGFN&`%'q5 V REINFORCEMENT YL t 611 '*ANT 'AM EXT.GLASS-� No.38-10s VINYL SLIDING GLASS 60OR NOA(LM) 10105115 INT.GU NT.GLASS INT.GLASS GLAZING DETAILS J ROSOWSKI TE r R, DURASEALO @?�L EDGE' No"'- 77 #202 SPACER CERTOFAUTH. go SPACER 7()NAi 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 -480-1 Ann_ SGD-5570111 NTS 10 OF 21 1141 MD-rmmo J�gj A.LYNN MILLER,P.S. 1(941) P.Ex 687E----j s• SILL CLUSTER ANCHORS LAYOUT: . SILL a+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL MTE _. RLDCK--+ INTERLOCK--t• PANED CENTERLPANEL INE CENTERLINE CENTERLINE " CENTERLINE ,,,•.�,,, ¢„ CENTERLME4 ¢• +-► 4° EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTE8 R RIO 2 TRAC R LUSTER• S 2-TRACK RCLUSTER'S �j 2 TRACK INTERMEDIATE 2 TRACK INTERMEDIATE 2-TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR tOCAT{ONS '41'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+S'ANCHOR LOCATIONS. ASTRAOALOR ASTRAGAL OR INTERLOCK ~ CENT ^�• PANEL PANEL_ —r... LME ^� ¢ RLINE 4" CENTERUNECENTERLINE 4" PANEL 4` CENTERLINE 1`M- CENTERLINE „ INTERLOCK O C. 1-40 EXTERIOR —►t 3.22" EXTERIOR 3.22" 'EXTERIOR EXTERIOR 3.22" EXTERIOR V —+►f 3.22" 3-TRACK CLUSTER*CS' 3TRACKCLUSTERV'C5' 3-TRACK INTERMEDIATE V 3-TRACK INTERMEDIATE lu • 3-TRACKINTERMEDIATE' ANCHOR LOCATIONS ANCHOR LOCATIONS •+PANCHOR LOCATION •+2'ANCHOR LOCATIONS 43'ANCHORLOCATIONS I 1 959 ASTRAGAL OR ASTRAGAL OR INTERLOC • INTERLOCK PANEL PANEL PANEL CENTERLINE4" CENTERLINE ¢„ CENTERLINES CENTERLINE^ CENTERLINE_ 4" 0 Ila 0 p p O EXTERIOR - 3.22" EXTE-RtdR $,22" EXTERIOR EXTERIOR ._-_�•-� EXTERt —+► 3.22" v 4-TRACK CLUSTER 4TRACKCLU37OR 4-TRACK INTERMEDIATE 0 4TRACKINTERMEOIATE 1 4-TRACK INTERMEDIATE '03'ANCHORLOCATIONS 'C5'ANCHORLOCA7IONS "+1'ANCHOR LOCATION '+2'ANCHORL.COATIONS •+3'ANCHORLOCATIONS NOTES: NOTES: FIGURES PERTAIN10THEFOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, INTERMEOIATCANCHOR LOCATIONS:— 2)TRACK-TO-TRACK 2)TRACK-TO-TRACK DISTANCE IS 2.376' 2'375" DISTANCE IS2.37b" 2.375' FOR ALL SILLS: FOR ALL SILLS: PRODUCT RENEWED I f 1 HSEdIBiII +1 as complying with the Florida \�\\\\I I I I l��j Jamb 5 =A-No, o 4, 15.1240.07 FIGURESPERTAINTODIE FOLLOWING SILL P•hook 7 NV CLUSTERAHCHORLOCATIONS; Q•-' ExplroGon Dat 04J14/2421 TIC f No.5f3'I05 '•'A' VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 ey ,lam]- ado Product Control �:ei�--• .. ® ANCHOR LOCATIONS AJ ROSOWSKI 1 f�0` T fi�'LSFb :lw 4� CERT.OFAUTH.029288 !{*�• ,LORIDP.•V,% HesdlSlll 1 n a F �SZONAL t L h1b 5 1070 TECHNOLOGY DRIVE ,I t l l i 0l P-hook N.VENICE,FL 34275 A LYNN MILLER.P.E. (941)-480-1600 813D-5570 NTSIII 110E 21 p MD-5570.0 P-E.960705 HEAD CLUSTER ANCHORS LAYOUT: HEAD'Y'INTERMEDIATE ANCHORS LAYOUT: ASTRAOAL OR ASTRAGAL 08 PANEL INTERLOCK-7 'r. INTERLOCK-- 4" PANE CENTERLINE—~ CUNTIIIINE 4� PANEL CENTERLINE L U CENTERLINE CENTERLINES EXTERIOR 3,22" EXTERIOR EXTERIORR 2-TRACKCLUSTERW 2-TRACKCLUSTERW INTERMEDIATE -lZ-7AACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACKINTERMEDKTE ANCHOR LOCATIONS ANCHOR LOCATIONS 41'ANCHORLOCATiON W ANCHOR LOCATIONS W ANCHOR Lommms ASTRAGALOR ASTRAGAL OR INTERLOCK-- 7INTERLOCK PANEL PANEL PANEL OENTERLINE. CENTERLINE 7 4" CENTERLINED CENTERLINE CENTERLINE—` 4- EXTERIOR 3.22" EXTERIOR —.4 3,22, EXTERIOR EXTERIOR EXTERIOR q =, 29. XTRACK INTERMEDIATE 3--TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTFR'CY 3-TRACKCLUSTER'Cr ANCHOR LOCATIOW ANCHORLOCATIONS, '+VANCHOR LOCATION IWANCHORLOCATIONS *-3*ANCHOR LOCATIONS ASTRNOALOR ASTRAGAL OR PANEL INTERLOCK— INTERLOCK PANEL PANEL CENTERLINE 4" CENTERLINE 4" OrNTERLINE CENTERLINE CENTERLINE 4" r r 7 EXfE;7,c x 3,22-• EXTERIOR! EXTERIOR EXTERIOI, EXTERIOR 4-TRACK CLUSTER4-TRACKCU)SYER 4-7RACK INTERMEDIATE 4-TRACK INTERMEDWEW ID 4-TRACK INTERMEDIATE 1+31 'CTANCHOR LOCATIONS •'WANCHOR LOCATIONS *+I*ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: flO'URESPERTAMTO 7HEFOUIMNO HM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, NOTES: INTE"02ATEANCA OR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, CP11 2)TRACK-TO-TRACK DISTANCE IS 2.376" t2.378 2)TRACK-TO-TRACK FOR ALL HE-ADS: DISTANCE IS 2.376" 2.376" FOR ALL HEADS: Hean5 I PRODUCT RENFWED "N Jamb 51 1 as compli Ing With the Flarld2 % Building ode FIGUI"PERTAINTO nig FOLLOWING WAD NOA-No. 15-1210.01 CLWYMANCHOR100AT011. Expiration Date 1412021 jr(Illos VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105115 BY Miami- Product Go % STAN ntrai • oil J ROSOWSKI ANCHOR LOCATIONS B A41:Ill CERT.OF TH.020298 f'S10AW Jamb 6 1070TECHNOLOGY DRIVE P-hook 7 N.VENICE,FL 34276 (941)-480.1600 NTS 12 OF 2`1 Jill MD-5570.0 91 A.LYNN MILLER,P.E. SGD-5570 P.E.#58703 FIGURES PERTAIN70THE FOLLOWWO.W.O ANCHOR LOCATIONS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIER —►'1 t'"'-- 2,37611 -amuu I+— 4.76" J»--�f 7.125° kUJ UL 8" MAX. HaadiSill 05+1 21.6" 21.8" 21.6" Jamb 5 MAX. MAX. MAX. P•hook O.C. EXTERIOR O,C TERIOR OA. EXT OPT.ANCHOR TO AiD IN ALIGNMENT NOTES: MAX MAX, MAX. •1)STANDARD ANCHOR LOCATIONS SHOWN. 3 AND i 2-TRACK FRAME T 3 TRACK FRAME 1 4 TRACK FRAME BERLOCATED IN ANCHORSCK JAMB$, MAY D ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN,EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (6)WEEP NOTCHES PER END @ 1"X.600° PER END @ 1"X.600" PER END @ 1"X.500" SILL SILL "'' SILL EXTERIOR EXTERIOR. EXTERIOR 8"MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.128"X.100",f (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.126°X,1A", ` — EVERY TRACK( Wi.EEP HOLES 70 At D 1N 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24°@ 1.375°X'.600° 24°@ 1.375°X.600" NOTES: 1)SEE TABLES 1 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED N THE P-HOOK. SILL WEEPHOLE LAYOUT(2,3&4 TRACKS PRODUCTcooRENEWEDaFlorida ��'��TNY 1tyIjgv�,�"', Building Coda `��'Et\a' l;EN3 e FIOURESPERTAWYOIHEFOLLOWNOPOCREt ONg HOA-No. 1~V-12'0.01 ` ��; bT '._; PdI001(ANCHORLOCATIONS: Exp iTat lon Date 04M 412021 14:1 h10.08705 �Y VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 By N Miami-Da Oduct CantFolU;ANCHOR LOCATIONS C j� J ROSOWSKI p�• s,AZ:'�L Ulu ...... H6801S111 03+1 C6RT.OFAUTR.H28298 'i/ONA1,1-o Jamb a 1070 TECHNOLOGY DRIVE P•h00k 7 N.VENICE„FL 34275 A.LYNN MILLER,P.E. (941}•480-1800 SGD-5570 NTS j 13 OF 21 � MD-5570.0 �� PE.tF68765 HEAD 94°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: RGUREUPERTAINTO-ME FOLLOWING SO-CORNERSILL ANCHORLOGATIONS; Ar 00 4!' 4" 4" L4' L A4' 41 4° 4!' /-7 401b 1 3.22" EXTERIOR 3.2 1,TERIO 6 v- 2-TRACK 90'CORNER 2-TRACK 0'C P-110OR 1 7 1 'CIVANCHOR LOCATIONS 'CIV ANCH IONS 2-TRACK90'CORNER EXTERIOR 2-TRACKG0'CORNER EXTERIOR (USE WHERVOY IS SPECIFIED) (USEWHERE 6-ISSPECIFIED) 'C4ANCHOR LOCATIONS n 'CO`ANCHOR LOCATIONS ri (USE WHERE'0348 SOFCIFIEq W (US12WHERECW186PEGIFLED) '\7 7 L4� 4." 4!' PRODUCT RENEWElorida D 2SCOT " Jib the F NOA-NO. 15-1210.01 ixorgrijon Date 04/14/2021 10 ��1 4" 4,. 4- v "il'— EXTERIOR - Nvy, I-ITI-34P�Od..t Control 3.22" EXTERIOR 3-TRACK90'CORNER 3-TRACKWCORNER n EXTERIOR EXTERIOR 'WANCHORLOGATIONS 'CO'ANCHOR LOCATIONS 3-TAACK SV CORNER 3-TPACK eO*CORNER (USE WHERE'C3'IS SPECIFIED) (USE WHERECS'13 SPECIFIED) (U'WANCHORLOCAMONS 'MANCHORLOCATIONS SE WHERE'OY IS SPECIFIEG) (USE WHERE TW IS SPECIFIED) vv I It t1l III H Timm 4� 1.IN Afl,4' A Z� N .5117105 4-- 157 g-, STATE Or- 3.2r 4" 22 4-TRACKGO'CORNER EXTERIOR 4-TRACKGO'CORNER EXTERIOR EXTERIOR QO gRER111011 10/0NAX, '04'ANCHOR LOCATIONS 4-TRACKSO*CORNER 4-7RACK99 RNE -IJ1111to- (USEWHERg'CTISSPECINED) *CS*ANCHOR LOCATIONS ."ANCHOR LOCATIONS 'C6'ANCHORLO 1 8 (USE WHERE-CS'19 SPECIFIED) (USE WHERE'03'IS SPECIFIED) lu (USE WKERE-CO-ISS SPECIFIED) A.LYNN MILLER,P.E. NOTES: PZJ 68703 FIGUMPERYN HE FOLLOWING W CORNER t&1 21 W4 3. ..;'IRA .�.K V C Ft .."'6iiON P I q�IkOANCHORIGGAMONS! i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA(LM) sw SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D JjItj J ROSOWSK( dame 6 3)TRACK-TO-TRACK I t+-hook 7 DISTANCE IS 2.375" 2.375' W2.376 - CERTOFAUTH.029296 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N,VENICE,FL 34275 SGD-55 F21 MD-5570.0 (941)-480-1600 FIGURES PERTAIN TO THE HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNG 1361 CORNER BILL ANCHOR LOCATIONS; A, 4k 4" 44- o 0 XTERiOR EXTERIORJamb 5 F EXTERIOR EXTERIOR EXTERIOR 2-TRACK 13V CORNER 2-TRACK 135*CORNER� 4� '04'ANCHOR LOCATIONSCS'ANCHOR LOCATIONS 2-YRACKi35'CORNER V 2-TRACK136'CORNER •C4'ANCHOR LOCATIONS •C6•ANCHOR LOCATIONS (USE WHERF-CYISSPEOCED) (U SF WHERE TV IS SPECIFIED) (USE WHERE-C3•IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) 4- Xv-x 4- 4" 4N 4.' .0 lox,# PRODUCT RENEWED 4" as camp Ing with the Florida Dullding"Worte 4NOA-No. 15-1210,01 " Expiration onto 04114/20211 EXTERIOR ERIIR I I I I _h I EXT9RI I I EXTERIOR By N,7 3.22!' --4 3.22, minntI-D Product Control 3-TR&CK 135'CORNER 3-TRACK 1351 CORNER 'OVANCHORLOCAVONS 'C61 ANCHOR LOCATIONS 3-TRACK135'CORNER 3•TRACK135°CORNER (USE WHERE'C$'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) 'OeANCHORLOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) A, A, Z/\ 4" 4- 4�' 4" &4' \x LYNN 4,11 4- 4P No.518705 EXTERIOR EXTERIOR EXTE 0 EXTERKTR STA-E OF 1-3.2Z —4 4-TRACK135-Co ER 4-TRACK135-CORNER '7 * -,`--'toRiDN -TRACK i35'CORNER is! ... ... IONS ";70NAI 'C4'ANCHOR LOCATIONS 'CB'ANCHORLOCATIONS 4-IRACK135'CORNER 4 (USE WHERECr IS SPECIFIED) 'CA'ANCHORLOCAT 'OVANOtiORLOCATIONS (USE WHERE Cv.is SPECIFIED) (USEWHERE'CY'iS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 1111i A.LYNN MILLER,P.E. NOTES: REX 66705 FIGURES P9111TAINTO,THE AXIOWINe 136-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCAMON& Al VINYL SLIDING GLASS DOOR NOA(LM) jai 101051115 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS E J ROSOWSKI Rmb 5 3)TRACK-TO-TRACK LF-hook 1 7 1 DISTANCE IS 2,376" 2.375' t2.37511 CERT.OF AUTH. so FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941)-480.1600 SGD-5670141 NTS .15OF21 MID-5570.0 HEAD SPLICE ANCHORS LAYOUT 0-INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT Cud INTERLOCK OR ASTRAGAL: FIGURES PERTAINYO THE FOLLONNO SPLICSO SILLANCHOR LOCATIONS, SPLICE LOCATI1h7 4- SPLICE L111c.E— LOMNIZ— LOCATION .4" 1.91 4" 4- EXTERIOR 3.22! EXTERIOR EXTERIOR cJ 2-TRACK SPLICE 2-TRACKSPLICE Jamb 5 2-TRACKSPLICE 2-TRACKSMICE ANGHORLOCATIONS \D P4WOK I *C4ANCHOR LOCATIONS' 'MANCHORLOCATIONS W 7 (USE WHERE'03-IS SPECIFIED) (USE WHERE-Cs-is SPECIFIED) (USE WHERE-03-IS SPECIFIED) (USE WHERE MY 13 SPECIFIED) SPLICE SPLICE SPLICE SPLICE Lo"T,6i47 LOCATION r-'4-7v 4" LOOATIOW7 4P 1OCIATIO147 4!' PRODUCT RENEWED I I ascomp IngwIththaPICTIda EXTERIOR 4!' EXTERIOR 3.22' EXTERIOR 3.20 EXTERIOR 4- 19 3-TRACKSPLICE 3�TRAOKSPLICE 3-TRACK SPLICE NoulIdIng ode A-N1C"HOR0LRC%A' OA-No. 15-1210.01 ID ANCHOR LOCATIONS IG *Cw ANCHOR LOCATIONS ID C4' 71ONS lu -CO'ANCHORLOCATIONS (USE WHERE-CS'IS SPECIFIED) (USE WHERE"C598 SPECIFIED) (USE WHERE'Or IS SPECIFIED) (USE WHERE-C9 IS SPECIFIED) Fxpirettee Data 04/14/2021 By mforld- d duct control SPLICE 4.76" SPLICE SPLICE LOCATION LOCATION 4P LOCATION LOCATION 7 'VI I ATION 0 0 6 4" 3.22" EXTERIOR &'22- Niv EXTERIOR. EXTERIOR �\\\-0\ 8 ILY PLICE 4-TRACKOPLICE 4-TRACKSPLICIE 4-TRACKSPLICE 4-TRACKS "ANCHOR LOCATIONS .06,ANCHOR LOCATIONS vic W ANCHOR LOCATIONS 'WANCHORLOCATIONS (USE WHERE W IS SPECIFIED) (USE WHERE'05-IS SPECIFJEOJ (USE WHERE CS-ISSPECIFIED) (USE WHERE-05-IS SPECIFIED) No.50705 S 87F I I NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4' 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK- A.LYNN F,r FIGURISSPERTAINTOTHErOLLOMINIG SPLICED z= READ ANCHOR LOCATIONSL FOR SPLICES OCCURRING INSIDE OF A POCKET.SEE THE EXAMPLE ON SHEET 0. 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 DISTANCE IS 2,375" r2.378' FOR ALL HEADS AND SILLS: t2.37V ANCHOR LOCATIONS I: ja J ROSOWSKI 0 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH. Apl VD200 rig I BY OTHERS AND'REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE pjahlbx 71 N,VENICE,FL 34275 SGD-557011] NTS 111 163 OF 21 MD-5570.0 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL /1 DOUBLE r-q-' ASTRAGAL OUTSIDESD' ASTRAINSIDEGAL pUTSIDEAL ASTRAGAL c INTERLOCK TYPES SINGLE SINGLE SINGLE fUCEO LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE WMANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER - DOUBLE INTERIOR OR tt��II 1-� EXTERIORGLAZED M LOCKSTILE INTERLOCK SIINNGLE E F. PP K L L TC TA TV TW J LOCKSTILE (SCC ASTRAGAL INTERLOCK SINGLE DOUBLE SINGLE SD INTERLOCK �--�' . INTERLOCK INTERLOCK B H P A �C C SC SA SV SW auj RR. R S S FC FD FV FW INTERLOCK LOCKSTILE FIXED A INTERLOCK STILE (eaxourJ Noxr+l LU LOCKSTLLE D n/� U ASTRAGAL y �r+ LOCKSTILE � WJ HANDLE !vl poxourJ (eoxwl OUBLE SINGLE U) ASTRAGAL Q T ! =DS INTERLOCK INTERLOCK F... BOXOUT L.,t C V (momI Isoxam LU ASTRAGAL J BOX IN N T maxim (11AX&O xWQ TRAGAL CT CS CF LURECEIVER ASTRAGAL Q AT AS DF CL. RECEIVER PRODUCT RENEWED S T GA �� ' /�f "F B ldIng ing with tho Florida ASTRAGAL V S 1/F NOA- o Code ' RECEIVER NOA-No. 15.1210.01 IN.t36• WT WS WF - Expiration Date 04/1412021 ASTRAGAL Y Y RECEIVER BY Mlaml- Product Control LEFT RIGHT PANEL PANEL STILE STILE PANELTYPE T"SHOWN. LLILLII.1111(/j' PANEL NOTES: `` aNV LYNN 1)SEE DPIANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE, �;''�10ENSF •,fQfl �� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ' No.50705 :'� NOT AVAILABLE. - j1r ��^ PANEL7YPES � J ROSOWSKI ='9'• ,, 16 t4 S E00' [!U� 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL,CONFIGURATIONS IS 60". ® < s ,;n•., 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.OF RUTH.829296 �%S5'! 7YPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE OnA�" N.VENICE,FL 34275 1iP.E." � SGD•5570I NTS 170F21 z MD•5570,0 $ A.LYNN MILLER,P.E. (941)-480-1600 P.E.JF 68705 6.675 10.635 540 291 001 100 126 .762 030 it,_001t-ji t 4 @ INTERIOKCAP. 612 �((�77 P 928 aqFH 'L i - �&�,�n i Q Fr�m _+�_- @2 TRACK HEADIJAMS @ 4 TRACK SILL 0 COVER(Pvc) ANCHOR PLATE @ TRACK INSERT EXTENDED POCKET 5.1178 262 231 06() 2,060 .10D 8.260 8250 1.000 1 A35 .062 .080 t ' LA 1100 9�49 .983 cm I -1� --f - 1. -LA Z4� 11 r 1.681 7-4--,0132 _j @ SILL TRACK .060 HiooJIHI IT. ,3 BOTTOM RAIL @ FRAME SILL @ P-HOOK ADAPTOR P-1400K SUPPORT ADD-ON COVER 3 TRACK HEADIJAM-B @3�TRACK SILL .640 291 .061 094 125 10.625 3.000 6875 0 _�.640 =f �076YE4 �E�l I .62�6 n [--2.607 a _=rm��== El p : '101 f_�-�.OB2 1.8u =11 E3 1681 �-.062 - Eiji 329 IH i-i Roo A Pi @EXTENDED (@)KEEPER REINFORCEMENT REINFORCEMENT @ FIXED PANEL CLIP @REINFORCEMENT 4 TRACK HEADIJAMB 2 TRACK SILL KEEPER BAR COVER BAR PLATE 2.691 T '9-4 1' 7 1,570 C825 1.695 1.695 3.403 00.126 ..-.2.898 '080 18$ [I � jA076 4.636 2473 .099 4.279 3 1368 .100 F.0 0 2.8 2.768 '400 2.168 12.F '070 2210 0j076 6 .300 026 312 (a INTERIOR JAMB COVER 182 .120 1.675 .110 .14V PRODUCT RENEWED 2.20 .100 11 comps Pllinpwlththa Florida @BOTTOM TOP,BOTTOM @ INTERLOCK.300 g INTERLOCKA00 @AS7RAGAL @EXTENDED POCKET @,INTERLOCK (gPANELSTILF,TOP no AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER @ ASTRAGAL ADD-ON AND BOTTOM RAIL HOA-N- ')00'15-1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Fxplratlon Data 04/1412021 REINFORCEMENT &346 3.452 3.326- NOTES: fwfanll_!��Product Contra 1.472 13.7' '32fj _7� - I 472 r 1)SEE SHEET 4 FOR '4 ,126 3200 3'713 - 090 SILL RISERS. .0 - 126 '060 3.345 070 .046+1�100 U47 2)SEE SHEET 20 045_: 919 FOR SCREEN PARTS. 1.170 .300; R .229 @1W CORNER oi3$*CORNER @136'CORNER 135*CORNER @00*CORNER 90°CORNER 94°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, OASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR 10 --j.912 .012 .210 VINYL SLIDING GLASS DOOR NOA(LM) JAI 101051% No.58705 .066 :V ' a 1.261 1.2161 �1.261 61 EXTRUSIONS a J ROSOWSKI .062 60 47 51 @ 711 V04 7116' � (@I_jjI6"J83 1.31101. kA SQUARE BEAD BEVELED BEAD BEVELED BEAD Q OGEE BEAD O OGEE BEAD CERT,0FAUTH.A29208 1070 TECHNOLOGY DRIVE 10111A1 N.VENICE,FL 34275 111,1111 00 ALYNN MUER,P.E. (941),480-1600 SGD-6570111 NTS Ill 18 Or 21 MD-5570'0 . P�E.@ 613705 66, 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT TYPE AS USE PANEL JAMB HEADER ASSEMBLY STILE JAMB& INSTALL ONE BLOCK AT 64 [N INSTALLATION, LE SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE A,SHEET I TABLE i AT ASTRAGAL,INSTALL 93(3)#I0X ONE BLOCKTHAT 1.61,SMS D SPANS BOTH PANELS. (3)#8 X 0 00 .._gym - i SMS J FIXED PANEL CLI FIXED ' 23 PANEL INSTALL ONE CLIP AT THE (2)114" Ikk CLIP MIDSPAN OF EACH FIXED X2-114"SMS JAMB LOCATION. 08XII PANEL-TO-FRAME Sm 21 BARCbVER x(4�#lo Z'SMS 22 REINF.BAR of #BX 4411, 1-114°SMS KEEPER to JAMB TO KEEF A7TACHMENT SILLASSEMBLy f f LOCKING JAMB PRODUCT RENEWED REINFORCEMENT PLATE OQ as complying with 1hb Florida building Coda 1 ATTACH WITH#8 X 1-1/4" 4-PANEL, K KEEPER is NOA-N11o. 5- 210.a 1 @ 34-112"MAX 0,0. OXXX SHOWN Expiration Data 0411412021 BY a duct—control (4)#10 x owe 2"SMS INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR REINF U INTERLOCK PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. . 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. #lox 31 SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS,BOTTOM RAIL /—&2-1/Zl SMS SUPPORT 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, (2)#10 X T'SMS jAj 1010 THROUGH SUPPORT, 1,VINYL SLIDING GLASS DOOR NOA(LM) Sti 6 PANEL J ROSOWSKt INTO PANE ACCESSORIES INSTALLATION #lox"1/2- SMS ASSEMBLY INTERLOCK SILL RETAINER 1ST ALL PANEL CORNER$ CERT.OF AUT14.#292 36 CLIP ATTACHMENT WELDED,NO ASSEMBLY ........ INSTALL ONE ASSEMBLY AT EACH INTERLOCK 1070 TECHNOLOGY DRIVE FASTENERS N,VENICE,FL 34276 41,Llwl' epo MD-5570,0i A.LYNN LER,Rr. 1(941)-480-1 11SGD-557014T�TS 1 A(l9 OF 21 1141 PXA 63705. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 12b 121 123 CSD 100 102 it0 103 133 132 st too 110 130 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE EXAMPLE E 145 33 102 t1t 32 13t Llav�r_1 P� �L� 121 105 "— d o� 1 s s 1,b 1 oR�`_R 5 HORIZONTAL SECTION EXAMPLE 122 1W 11 12D 104 102 HORIZONTAL SECTION 517 r— 1.081 EXAMPLE 1,202 1.778 1.77$ •035 .875 I* 875 r . 1,020 —+0 - 050 —060 0467 (BSCREEN tet SCREEN 122 SCREEN OXO 1.993 1.993 1.874 FRAME SIDE RAIL, ASTRAGAL l RAIL LATCH ADAPTER T�-•—,0$2 L 062 L 062 PRODUCT RENEWED as cpmplying with the Florida too SOX SCREEN lot BOX SCREAM 1D2 BOX SCREEN 1 435 SuIlding Cade TOP RAIL BOTTOM RAIL SIDE RAIL -�►� r--.725 AOA-Ho. 15-1.210,01 8 - 785 782 Expiration Date04114/2021 R '040 By 1,3 a n4 1.020 tE:2 128 -082 Miami-wade auct control 101 —►j 1,373 j s2o ��R�'} SCREEN VINYL FRAME SILL 2 �4 @ 1,872 083 �-o� 12s ASTRAGAL 12a SCREEN .! �4ADAPTER ADD-ON o p OB2 1� 12� p to7 S3ox SO CREEN 701 SCREEN 900XOSCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION EXAMPLE NOTES: >>�t1��1{1LYN/y 1 306 I)ALL DIMENSIONS IN INCHES. Y;`� t�•'iyGFNSF'�4c�A'� 050 1.487 }� 1.510 .060 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.58705 —~ SCREENDETAILS � JROSOWSKI BOXSCREEN BOX SCREEN BOX SCREEN HEAD 100 ASTRAGAL t07 SILLADD-ON i98 AND JAMB ADD-ON R - =,�,n•., ST ADAPTER CERT.OFAUTH.*29298 % �C''•.F[ryI11Dl,.'' 1070 TECHNOLOGY DRIVE �'�;s�'!().}.... ��``� N.VENICE,FL 34275 r+ r r 1 (941)-480.1600 SGDS570 NTSIII 20OF21 Jill PND-5570.0 it A.LYc+{N687R,P.E. PENba�os TABLE C: TABLE D:BOX SCREEN # Part# Description Malarial # Part# Description Material # Part# Dascdptlon Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19086 5111 Rlser-(2.1/2") 6063T6 Alum 100 12256 Box Screen Top Roll 6063 T6 Al 2 19002 2-back Sib Rigid PVC 43 19022A Sill Riser-(3.1/2") 6083T8 Alum 101 12267 Box Scroon Bottom Rall 6063 TS Al 3 19026 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4.1/18") 6083.78 Alum. 102 12268 Box screen Side Roll 6063 76 Al 4 19028 3-Track Sill Rigid PVC 45 19024A Sill Riser-4.618" 6083.78 Alum 103 84428 Box Screen interlock 6063 Te Al 6 18027 '4-Track Head/Jamb Rigid PVC 60 718809W .167'x.320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flop 808378 AI 6 18028 4-Track Sill Rigid PVC 51 71695K 1-117 x 1"x 314"Fin seat Dust Plug 105 84346 Box Screen 0X0 Astragal Adapter 6063 T8 At 7 19009 Frome,Screw Corer Rigid PVC 62 71696 Dust Plug 103 - 17349 Box Screen Astragal Adapter 6063 76 Al 8 19031 Anchor Plato 6063-T8 Aium. 60 419041 Interlock C 1p Cover PVC 107 19039 Box Screen Frame SIII Add-on 6063 T6 AI 9 19007 Track Insert 6p63Wlum 61 78163X Tandem Roller Assembly Ss 108 19038 Box ScreanHead/JambAdd-on 8083TBAI 10 19084 interlock Cap-Extended Pocket Rigid PVC 02 78163N Tandem Roller Assembly Nylon 109 720XIX' #14.20 x 1"MS @ Top Rail SS 11 19036 Bottom Rall Support 6083•T6 Alum. 63 78X76FPTX #8 x 314"Ph.FH SMS fQ7 Roller&Reink SS 110 72OX112X #14-20 x 1.1/2"MS'@ Bolton Rail Ss 12 19008A Outer Sill Cover 6083-TSAIum. 84 419042 Frame Header Block Nylon 111 717930 Wst,.27a'x.160'-Fin Soot 13 19011 Sill Track Cover Rigid PVC 65 48062 Roller Adj.Hole Plug PVC 112 81605K Wsip,.18711 x.6017'@ Bug flop 17 19032 P-Hook Adapter 606VM Alum. 66 44366 4 Hole Bumper Stop PVC 113 78RAZ Standard Roller Nylon. 1819020 113-Hook 8083.78 Alum. 87 78X114FPTX #6 x 1-114"Ph.FH SMS @Bumper Stop Ss 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6WMAium. 68 718980 Still Plug PVC 115 varies Screen LockingHardxare Stool 20 19029M Keeper 8663.78 Alum. 69 78186X Gemini Matlsa Lock wilong Tdm plate StaeVSS 116 419063 Screen Keeper steel 21 19014 Reinicrcement Bar Cotler Hold PVC 70 71032XIFPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76XiPPA #8 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 800676 Alum. 71 modes HantlleKit CastZnc 118 1692!314 Screen Spline-.IW'&.lW' Vinyl 23 19037M Fixed Panel Gip 808346 Alum, 72 19054 interlock Retainer Glp Nylon 119 5818020 Screen Cloth Fiberglass 24 19035M Reinforcement Piate 606348 Alum. 76 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 10017M Top Rail,Bottom Roll and Lockatile 0006.76 Alum, 76 Quanex Super Spacer nXr Win Hot Malt Butyl 10 Sae Shoat 28 19048 Reinforcement Composite 77 Quanex Duraseei Materials 112e Part# OaearlPtton 063 Tal 27 19018M Intedock.WD Relnlxcement,Std. 6005.76 Alum. 78 Cardinol XL Edge Spacer 12033 Screen Frame Reil 6063 T6 Al 28 19D13M interlock.400 Reinforcement,HD 6006.7&Alum. 78 Dow Coming 095 or GE-7700 Backbedd6ng Silicone 12026A Screen Frame-side Roll(Latch) 8063 715 Al 29 19019M Astragal Reinforcement W06•76 Alum. 80 18090 7116"Square Boad Rigid PVC 17383 Screen OXO Astragal Adapter 6063 76 At 30 19083 Extended Pocket Warlock Adaptor 60 3-TBAlum. 61 7116"Beveled Bead Rigid PVC 4853K Screen Vinyl Astragal Adapter Maid PVC 31 lWW Interlock Adaptor Rigid PVC 82 19044 1-1/18 Beveled Bead Rlgid PVC 160128 Frame SIII Screon Add-on 6003 76 AI 32 19006 Astragal Add•on Ngld PVC' 83 19046 1.1/115'Ogee Bead Rigid PVC 8FP95K Bug Flop,85+f-6 duro. Vinyl 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC r84 19016 1.3/18"Ogee Bead Pogid PVC 78XI12PSATS #Bx 1-112'Ph.PH SMS(Assembly)34 i9D40 interior Jamb Cover 808378 Alum, 71725K Setting Block i/2"xV x 1/18",85+/-6 duro, Nooprene 712027 Comer Key Wheel Assembly(Standard) Nylon 35 10076 135°Comer,Astragal 8063.76 Alum, 71726K Settin Block 1"x Vx 1/18,85+1.6 duro. Neoprene 712027SS Comer Key Wheel Assembly(HD) ss 38 19077 13W Caner Astragal Passke Mount W63-TBAlum. 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SSvarlea Screen Lacking Hardware Stael 37 19079, 136•Comor Astragal Cap-Ext. Rigld PVC 70X114PHPT41OX #8 x 1.114"Ph.PH SMS @ Relnt Bar Ss 710X14PPSDAX #10x314°Ph.PH BM8 @screen As[. SS 38 19080 135'Comer Astragal Cap-NR Rlgld PVC 710X1PHPT1B•BX #10 x 1"Ph.PH SMS @ Rall Support SS 78X72PPSMSX #8 x 912'Ph.PH SMS @ DoorAst. SS 39 10078 90'Caner Astragal 608348 Alum. 71OX116PPX #10 x I.1f2"Ph.PH SMS @ Fxd.Pni.Clip SS 1692f314 screen Spline-.]45' Vinyl 40 19081 90'Caner Aslrogal Cap-Ell. Rigid PVC 94 710X2.SPHPTi8.8X #10 x 2-112'Ph.PH SMS @ Relnt PlatelAst. S8 1816020 Screen Cloth Flberglaos 41 19082 90'Caner Astragal Ca -Int. Rigid PVC 95 71420X2.26FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS 96 710Xi.7&PPX #10 x 1.314"Ph,FH SMS @ Keeper SS PRODUCT RENEWED. 1I I%I I I I 87 710Xi4PPX 010 x 314"Ph.PH SMS 0 Ext.Pkt Int. SS as c ^8lyung with the Florida \,`�.�o y LYNN 4f,""iBuil �� NOA-No. 15-1210.01 ��,:'�taEtvs�''•;F� I°xptratron o 0411412021 ViNYL SLIDING GLASS DOOR NOA(LM) 10/05/15 sy 58705 Y Miami- Product ControlD': PARTS LIST 1m* J ROSOWSKI t1 �2 (5(6 rjr� =�C) STATE F N/: NOTES: CERT.OF AUTH,U20208 in�At. 1)ITEMS#14-16,46.49,53.59,73,74&87-89,88&99 ARE NOT USED AND N.V TECHNOLOGY DRIVE ' 1 r'I r I I I+r rtR ARE NOT PART OF THIS APPROVAL. (9 VENICE,Fl 34275 A.LYNN MILLED,RE (941)•480-1800 SGD-5670 NTS j210E 21 24 MD-5570.0 1991 P.E.a a870a MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoyleconomy 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. 630038, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ail 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 NCA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be.displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI DADS COUNTY Expiration Date: May 26,2021 Approval Date: April 14 2016 Page 1 r 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 B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test;per FBC,TAS 202=94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. 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-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS - 1. None. Manuel a ez,P.E. Product Cont of aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. - Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.; approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 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 W MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........._..........._...1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRucrloNS............_...............1 o ELEVATIONS..._._....._.._......._.._...1 L" a FIGURE 1: YPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT0 2X WOOD.._........__........2 n i MULTIPLE FOPENINGMDTHFORVERTICAL MOIL------iiilll ARCHESTOBE 2)THE TMULLTO IX&MASONRY_............2 0 MULLIONS / SEE DETAILS I INSCRIBED INSIDE HAVE BEEN,TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 � A-0•G,H; I RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.._..._.._..._._.3 SHAPE MULL TO STEEL STUD__...............3 N _ __ sHEETsz•3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL......................_.......3 r DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORETHAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_..._...............3Ain � W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS...._........_.....q Z F BAY MULL INSTALLATION......._.....4 0 LL 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS.__...._._ ? _ 1 X 2X.375 MULL SPECS............6 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS......_..7 / \\ 1 X 2.75 X.65 MULL SPECS_......_..8 2 Z ��° SEER DETAILS G; i III L� 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_.._..9 m O c I I I _� \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._......._..I � H M SHEETS 2-3 _ I ATHRUG; ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN 1X4X.375wrMULLTUBE LLSPECS....11 F Q SHEETS 23 1 X 4 X.375 T MULL SPECS._._..11 J — II III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X3.188X.265MULLSPECS...12 j , 0 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 z Wv 6' VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.....14 0 MULL FOR 1.25X3.94X.624MULL SPECS.....15 Z W LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.25 MULL SPECS............18 J Q gZ 2 X 6 X.25 MULL SPECS..... 17 SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q y T 1.28 X 211 X.1 25 MULL SPECS.._18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENTZ 30'X3.25 BAY MULL SPECS.........19 Z H Q N C REACTIONS. 45'X 3.25 BAY MULL SPECS.,__...20 Q 0 Z MULLION&CLIP DIMENSIONS_.._21.23 F– Z S $00 Al FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2.._......_.._,_...._.....24 J 8 g PRODUCTS MAY LOADING EXAMPLES......................25LU Cn aQ BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUSTFA CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z 0 BMYIPGTACTUREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q (D Q •3p O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. uZ�p'o /SEE DETAILS I nowzoHrAL A.D,G•H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING III------ MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. f---OPENING WIDTH---I f"—HORIZ.MULL LENGTH--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. '1 LENGTH I` I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. 1y OPENING 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT'REVISED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building lylCnogdowLN the FlOcida OPENINLB MULL H FOR RI VERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/M)FOR THE OPENING OBTAINED IN C�L6B, HEIGHTLENGTH / M MULL ) AtxPlmu at 1 STEP 1. B Pilau Date LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Miem' o hoducl CaD OPENING WIDTH 6)FROM THE ANCHOR CAPACITY(LES)TABLE ON THE SAME SHEET AND USING YOURACTUALSUBSTRATECONDITION(MULTIPLE ��\�\ LYNN I 7i SINGLE MULLION SINGLE MULLION �FORVERTICALMUu �� N'� j%/ II OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �t*O,.• ••.z(F. --i FORVERTICALMULL CAPACITY IS MET. `F�.• \,\CENSE MULTIPLE MULLIONS '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE No.58705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE — a Cl STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ' *2014 FLORIDA BUILDING CODE FBC,5TH EDITION 11T9F17,E ( ) CAPACITY(LBS/FT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONP : *ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. C •'•'•'. *ALUMINUM DESIGN MANUAL,ADM-2010 9 HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, �� qq( •AISIS100.07152-2010 A.L71 N(� I►I FLP. 58705 N DETAILA: —MULLION DETAIL B: MuWON � o MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX BUCKSTRP TYP.ANGHOR o0. OR WOOD FRAMING WOOD BUCK AND MASONRY TORO PER SUBSTRATE, g Y (OFFSET CLIP SHOWN) ATTACHMENT SEE SEE TABLES 18.168 (STANDARD CLIP SHOWN) BroTHERs, 210 t i SEE N07E 1, I MULLION k I SHEET IIm - 1 N 04 ETTHERTNE i 1 21.23FORHOSLE .4 Ija i 1 I CONCRETE OR CMU' ..•:' EDGESTANDARD OR GE, W DISTAN O SETTMUU_ I LOCATIONS i. I,I SEESEETABLES M _ CLIPMAYBE ,e EDGE o I DISTAN 250`kMFOR EOG STANCE III-16B INSTALLED BY .d I I I FOR WOOD c t FORMASONRY LLI a O In SHiS METHOD. {* SCREWS I I I ANCHORS M4 H a °ad , 1 I SIDE VIEW z co .y ALLMUWONS d: a H o J A EITHER THE °. STANOARbO U m 2 Z a a.a aqp. OFFSET MULL s4 4' as a. a, CLlP MAY BE .+? q °a EXTERIOR , wsraLLED er a -'d EDGE .. �•, TNIS METHOD. r- e DISTANCE Z ° e FOR a' h MASONRY a . „/� a THE OFFSET CLIP IS ANCHORS 0p d..•f RECOMMENOEO FOR O gr °d. Q' FIN•FRAMED EXTERIORUj WINDOWS,BUT MAY a.-0 `� ALSO BEUSEDfOR q Y co OTHER FRAME TYPES, ,o s-,O TYP.ANCHOR TYP.ANCHOR U TYP.ANCHOR PERSUBSTRATE, PER SUBSTRATE, ^ w � -7 PERSUBSTRATE, / SEETABLESIB-108 SEE TABLES IE•16B SEE TABLES IS-160 /J EOGEtEND DISTANCE BUCKSTRIP SEE TABLES _ AND EMBEOMENT BUCKSTWP 1B463 j ' -;1'•-,:.'-_ BYACH ENT CITR AND .. ':: ATTACHMENT EMBEDMENT' •` ;> r,••.:`', SEE NOTE 11 .+; BY OTHERS, ,�,•�.r� SHEETI. SHEET I. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT RFVISED FRONT VIEW Building Code with Ow rlMmt Aaaptanca lVD �.0 Cx an Data T ljQ2! INSTALLATION NOTES: B 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t>dY}atni da 1•LBdtlCl2) UANTITY OF ANCHORS ANCb_W III TATION ONLY BECAUSE THE ANCHOROCAPACITY SBASED PARTMULLION SIZE SHOWNBLYYOVE ONTHEFANCHOR PICT� ANCHOR DIRIAL STANCE THE ......\� � 1YNPJ M,��f'ti�r CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `�F��i ��GfN3 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED, ND-58705 _3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHE4D OR FLATHEAD. - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. C F 6 ST3t-£ = 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED '�^� a FLOf i1OP•''• ELCO ULTRACON OR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS, SjoNAV. ° A.Lff4NiMILLEA,�.E. FL P,E.0 58705 DETAIL E: --I .12V MIN. MULLION TO MULLION DETAIL C: INTERSECTION NOTES: fa'2 MULLION DIRECTLY ATTACHED TO (U-CLIP) MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' =o LE (STANDARD CLIP SHOWN) VARIES INTERSECTIONS. cny 2)MAY BE INSTALLED HORIZONTALLY Eel (SHOWN)OR VERTICALLY. I c EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 3 m I-- sraNOar:DOR I SEE TABLES IB-13B FOR CORRESPONDING MULLION. �g W OFFSET MULL I i TOP VIEW MULLION O F-• CLIP MAY BE 1 n EDGE DISTANCE LLI INSTALLED BY II I FOR MASONRY —� THISMETHOD .. I I I ANCHORS VARIES J W I I I I SELF•RILLING OR PREDRILL I °I \\MULLION AND USE SMSDO 0 O m O F CO MULLION Z <D J EXTERIOR a O 4 THE OFFSET CUP IS EDGE DISTANCE ^ RECOMMENDED FOR O "� FOR MASONRY FIN-FRAMED ANCHORS ° WINDOWS,BUT MAY LU.CLjP TION _ o nZ ALSO FRAMBE E TYPE EXTERIOR Q LU 8� � FOR OTHER FRAME TYPES. Z �-• I O TYP.ANCHOR ''4 ..° Q O Z N r PER SUBSTRATE, 4 ` F, op p SEE TABLES IB-73B SEE SHEETS 21.23 FOR I— '-O�m� TYP.ANCHOR HOLE LOCATIONS o BUCKSTRIP PERSUBSTRATE, x x O SEE TABLES 18435 FRONT VIEW EDGE W AND DISTANCE Ix FQ.- j S gTTACHMENi SEE TABLES ' > OTHERS, in-138 °' _ SEE NOTE O EMBEDI MFM'. SHEET I. Z •. !. EDGE 1-- -1-SEE TABLES SIDE VIEW a � MIN 2.7 KSI CONCRETE OR CMU MIN 2.T KSI CONCRETE OR CMU 1B•139 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PERSUBSTRATE, ` SEE TABLES 18-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ns complying with the Flmida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceptancetv.-t 21$•63 ` Expimti pate ?,QZ) , 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. MULLIONBy Mi © Mi 'Dado c� A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTYAPPROVED s�ANC�Es \��`0,�(VYNN 41/��C��, ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS, FOR STEEL STUDS THINNER THAN IS-138 ��',.•' N '•.'Y FRONT VIEW 10 GA AND COMPLIANT WITH THEFLBUILDING �LGC SF CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. _ mu.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1U` 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD S1 E OF 04-• ANCHOR VALUES MAY BE USED. rCT•'•.,FLORIDP•'•C9 � 2)SEE CORRESPONDING MULLION TABLES, �i�A. yq� SHEETS 5.20,FOR QUANTITY OF SCREWS. 'IYNM iry)"EA,P.E. FL P.E.#68705 DETAIL F: DETAIL G: DETAIL H: �� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �"� < (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $os 62 SEE DETAILS A-E. 30'OR 45' •- SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION m O O Z � fn O O O O O O O O O � DJ O O TOP VIEW 2 j):o LU 0 Tn M fn SHOWN WITH VXE4 X.126' 1 TOP VIEW z L° J MULLION i i i i TYP ANCHOR D I PER SUBSTRATE, V m EXTERIOR b SEE TABLES 1513 OR 105 I TYP.ANCHOR I i EXTERIOR Z STANDARD MULLION CLIP I I PER SUBSTRATE, Ir MODIFIED TO FIT FIELD I SEE TABLES 15.148 I I I Q z CONDITIONS. 2'X 6'ANGLE CLIP. ~ Z QZ N O I I I j 2 PER MULLION ENO,MUST BE Q Q r I I I I I I INSTALLED INSIDE OF BAY MULL F. F BG�O I ¢ MULLION I I I N J B ii Q I ii I I o f Y Y to y II I I I ANGLECUP, V Z Q Q Q I 2 PER MULLION END, Q Z MUST BE INSTALLED Il 9 m0 mU) Ib I INSIDE OF MULL. �_ •• €Q. D: I b 7YP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B INTO W000, STEEL,ALUM MAS INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ORONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. 1 EXTERIORCE '�- ®� E�Ep1sG�a ,®� ��j� PRODUCT REVISED O PER PN F ns complying wish tho Florida, Building Cade ® ® INTO WOOD,STEEL, Acoeplmtca No 1�0�0218•p ALUM,CMU OR MASONRY 1 O BxpilnUon DaloZI ® ® EDGE D DI SPARCE MienLf oPtoducC ANCHOR EDGE DISTANCE E NOTES FOR INSTALLATION OPTION G&H: \��\\Cy LYNN PER ANCHOR O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: `:��1�,•''\)GeNSF 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126'X2.11-X.125-MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -;t gyp•yS70S :. LOCATIONS. _ - _ C�Z 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. �•'� 'TE :•``�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ��%� •.q,RLO{71nP•'r�G ' A�ItYp{r�t�14�4�R.`P E. FP.L #58705 TABLE 1A „ Mullion Capacity Table ibe}ft- e'" g 1uj Opening Width((erverticalVspamirg mudon9)or Opening Height(for horl7akaly-spaf7drg mW ore) Celle W In so In 70 In 8o N W in 100 in t2o in 140 in 160 in ugaSt Ro4fanpuler itapRdasg. Reatang:ddar TrysRdarg. Ratonguiar Troprtdaag. Ractangalar Tmp7flif ffohl Trap7Tdsng. Rectang0ar TmprTdant. Rectmgulaa TreRKdang. wasaild r TreprtNeng. Racteags7ar TmptTdaag. 4O 1X27(,125 I-o°ang Loadoo tracing Loading LoaGtg Lwdng Londing LoaLoodaii Loadnp Loaning Lowing Lpacring Loadng Landau Loading LoadaB �x U atlm Tub A .li s � � � � � Al �_ � � � g � � � � u � � � � � � � � � � �Mullion gato cT 8 rR5 ti c� 'v Az 421- 111.8 408 129.5 332 03.2 408 1168 32S 79.9 400 107.6 321 69,9 408 104.4 319 82.1 408 101.0 310 569 408 104.0 319 48.6 408 104.0 319 39.8 400 104.0 319 36.0 408 104.0 319 0 r 4610 74.9 312 83.8 25B 624 312 73A 252 63,6 312 67.0 248 46.5 312 93.2 248 41.6 312 61.3 244 37.5 312 01.0 244 31.2 3t2 61.0 244 26a 312 81.0 244 23A 312 61.0 244 60.625 In $3.9 281 76.6 234 632 28f 61.6 228 45.6 281 867 224 39.9 281 $2.1 222 35.8 281 60,1 220 31.8 261 t2l.7143 26.6 281 49.3 219 22.8 281 49.3 210 269 281 49.3 219 2 -3 a 941n 62.8 247 67,6 207 43.9 247 49,8 202 37.8 247 44.0 109' 329 247 41.5 196 29.2 247 39A 184 28,3 247 21A 24T 38.1 103 18.8 24T 38.1 187 10.4 247 38.1 103 Ul O 601- 38A 200 41.2 170 32.0 200 35.4 166 27,4 200 31.5 183 24.0 200 28A 160 21.J 200 27,1 159 iB.2 26D 15.0' 200 23A 166 J 631, 33.1 181 36.3 155 27.6 181 30.3 152 23.7 tui 26.0 149 20.7 181 24.6 146 18.4 181 22.8 144 f8,8 181 661. 28.6 165 3Q6 142 24.0 165 26.1 139 20.0 165 23.1 130 18.0 165 21.0 134 Z 72 in 22.2 139 23.3 120 18.0 139 1 18.8 its 15.8 139 1 7.5 116 7811 tug 125 18.7 109 ifi,7 126 18.8 l07 v �Z 7Sin T15 _1118 18.2 104 r 7 TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q z O1 0 Anchor Capacity Table @6 !- LO a; sCOo so 6ubsimla 23k Coro ato 3.5%Conc, Holl-CMU ANCHOR CAP.,,,a,,,,,F {!? N Fdcd CMU FT Wood Melel (DP)X{ }c ANCHOR CAP._ •- o Sir 57t8'Eka t74'SSEko 511FEtco 14"SSEko 010Smd 0f26tod 0126teei MULLIONCAP.,,o,,,,,, W X Anchorrype: 3116"Eko Ui6aeon 5ta"Eko Vgtacat 3'58'Eko tA7mcpft V4'Eko U70aeon N U Y Anchor Clip P6Keme ulUecm gppte0ator wtmcan ApOreG.tor screw(05)screw(G5} serew(as) USE THIS FORMULA TO OBTAIN THE"ANCHOR a Edw OtatetKe lmY r 2-11r 1' 2-1[2' 3.16• r 2.172' f• tam r 3410' r 0.48• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN ?C q Emboorn. 1-' 1.314' 1.314• 143/4• I.Y4' r 1-14' t-14• 1-14' 1-v1.• 1.14• 1.114" r tats f-vir odea ACTUAL PRESSURE REQUIREMENT FOR THE O O 2Anchors@4.75'Min.0,C.16Iand.do10ff.d 00SFW.17 39013 30073 45016, 890Ibs 104413 27013 2801ba 35413 74013 3741ba 68473 8460. 34113 4421bs 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION U`Z•" Z to 0 4 Anchors®1.15'Min.O.0.t 6iendard(or08sat)Cap(FW,2}: 48013 70013 WA WA WA WA Sag l3 WA WA WA WA WA 18213 ass t3 1120 t3 CAPACITY(FROM THE TABLE)OF THE SELECTED ',. 1 O A 4AnclktsGXMLL 0.0./(2)715 Angle Clips I(Fig.37 78016, 780 Ns 080 W3 156013 1496 W, 540 IDs 6WTt WA 760 In 74810. 890 the 189213 BB213 86513 112013 MULLION.IT WILL YIELD A MINIMUM ANCHOR �mIY 2Anehaa pA5'MiaO.C,TULttp,L1to.M5'Atom.(Fig,4} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715ios CAPACITYWHICHMAYBEUSEDTOQUALIFY 1AnchorlFCap(Fig.S): 18513 19513 225Ibs oras 13 62213 13513 14013 177 ms 3706. 18713 33213 1.7313 1T0Ibs 22113 1 26013 ADDITIONAL ANCHOR OPTIONS FROM THE 2Arlttrom i.i6'MSs.O.Cl'rClip{FW.e}: 24013 350th. NIA WA WA WA 19013 WA WA WA WA WA 341163 44213 560103 ANCHORCAPAGt7YTA8LE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: "a"in CT RBVISFJ) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. m complying with the Ftbrid4 . SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i3Opp• (..... as complying Codo s.h Accopta, No '0411 i"J 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16ROPENING WIDTHS IS ALLOWABLE. Bz ilbli Darn 4 ) FIGURE 3: - 87 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mimfli a Produtl i * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 21' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L '125' �� j�Y'l,N,t,/S.j11�cj�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED ` r�2" •'- ENS • FIGURE4: FIGURE 6: FIGURE6: L' 1 E 7r YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE q MINIMUM OF.125° � I `,�2;•' THICK.STEEL STUDS TO BE A L ANC tri GRADE 33 AND.045' SHA L ERTEN GAUGE}.STRUCTURAL STEEL B BEAT 1'X 2-X.125'MULLION Z��: No,55705 LL LL 'I LEAST,125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -' • THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. /^;rt� . y i ur= A.LYNM1�4 �R;Y.E. FL P.E.#58705 TABLE 2A Mul)(on Capaft Table Ibee NFC Opening Width(foroatbcally-SpallNrg mullions)or Opening Haight(forhOdzontally-spemi7g mullions) E 60 in 60 in TO in I N I N 1D0 in 1 120 In 140 to 168 N ReomrguL. Tmprolano Redangular TrapTdarg. Reawoalar Tmpt7derg. Rectangular Trep'fdarg. Hecw"w" Tf.P7T" R4aarguter -PfTAatg. RecWadot T,.grdang. Ractsngui r Tm#Tdsrg. Rec(atguWr Tmpfr' 4g 1%2%.374 LoatlIna Losdng Loading Lobtln9 Loading Loading Loading Loaiirg Loading L�a lrg Loadsg Loading Loadlrg Loading L.adNa LbadBg Loadfng Loading � 4 Alum.Tuball1,e Mullion .. ., .. a lei IN U) 42 In 170.01 820 1 170.0 435 151.31 662 1 17a0 478 129,7 6172 170.0 508 113.5 662 169.5 518 100.9 682 108.9 517 80.9 662 168.8 517 76.7 662 168.9 617 64.9 662 168.0 617 687 662 16&O 517 O ¢ W 481n 121.6 607 130.D 419 101.4 5O7 1ta2 410 ea8 507 108.7 403 76.0 607 1028 389 67,6 507 99.6 397 60.8 507 88.6 396 50.7 607 89.0 396 43A 507 99,0 396 38,0 607 89.0 396 J W 60.82510 103.7 456 1148 378 86.4 456 89-8 371 74t 456 93.5 364 84.8 458 84b 350 57,5 456 81.3 357 61.8 456 80.0 358 431 456 80.0 356 37.0 458 80.0 350 324 458 60.0 358 M 0_' 0 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 4W 72.7 312 63.4 400 67.3 316 47.5 400 64.0 315 427 400 62.3 314 366 400 61.8 313 30.5 400 81.0 313 26.7 40D 81,8 313 m O d 60N 62.3 324 6a8 278 51.@ 324 67,5 278 44,6. 324 51.2 264 Sag 324 40.9 280 3d.8 324 43,9 257 11.1 324 42.0 265 26,0 324 40.5 253 222 324 40.6 253 19,5 324 40.5 253 tm0 N 83N 53.8 204 67.4 252 44.8 284 49.2 246 3a4 294 43.8 241 x3.8 194 39.6 237 29.9 284 37.1 234 28,0 294 35.2 232 221 204 33.5 230 19.2 294 33.4 23D 16.8 204 33.4 230 68N 46.6 260 48.6 230 30.0 268 421 225 33.4 268 37.6 221 29.2 268 34.1 276 2e.0 268 31.8 215 23.4 288 20.0 212 105 268 28,0 210 16.7 268 27.7 209 14,6 268 27,7 209 0 t;/5f 72N 360 225 37.9 1% 30.0 225 322 19) 25,7 225 28.4 160 225 225 258 485 Me 225 23.6 182 Sao 725 221 160 16.0 225 20.3 177 128 716 19.6 176 H.3 225 18.6 176 7810 30,6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 1g.7 185 163 202 10.4 163 128 202 16.7 160 10.9 202 15.9 158 9.$ 202 15,8 158 � ��° Z 7810 28,3 tat 29.6 teB 23.0 192 25,1 185 20.2 192 220 162 17.7 182 18.7 159 15.7 192 18.1 157 14.2 192 %8 165 17.8 182 15.2 152 10.1 182 1d.4 150 8.9 192 14.2 150 4 J d' 94N 10.5 144 19.0 128 15a 14d 16.1 120 I- 5 Q N O 98N 1&2 127 15.6 713 �'+,,,•. Z 00 ~O ga . TABLE 28 11 ANCHOR CAPACITY ADJUSTMENT FORMULA: (A C! R ° AnchorCn ac Tnbie Iba ANCHOR CAP.,e,,,,, W X Y Y 8ubsfmle: 2.7k Cumml. 3.5k Cao. Holkmv CMU RIM CMU PT Wood Melo, (OP-)X ANCHOR CAP.,,,, « 5.16•Eloo 174.83 E14o&Ie'EIW 114'88 Etc. X108104) 41281.1 912sinal MULLION CAP.,,o„,,,,, c r X Cn Amhw Typw 3/18•El4ouitmcon 174•£ico Ultmew 3MV EWo Utmc.n 114'Etco unnxon AnchorCllpPattema unman A99m91e1a muecon AO9eGaor serwic5}scmw(G5) soresteel USE THIS FORMULA TO OBTAIN THE'ANCHOR O ¢ O O Efge014Wno4M1. r 2.177 1• 2-vr 3.118• 1• z•ur 1• 2.777 r 3.116' r OAe' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN aH� Z W r/) Embedment M}: t•3'd• 1.314• 1374' t3M• Y i-174• i-17d• 7.174' t•it4• t-ip• 7.774' r 1378• . 1318• %site ACTUAL PRESSURE REQUIREMENT FOR THE 5...8 1.0 s.0 164 2Amtwm®4.76•MN.O.C.16fan03rd or DOW Cup(Fg.1} 3901bs 39011. 45011. 890Ws 4Ws 2701W 2801bs 354 lbs 74011. 3741ba 681 Ws 840 lbs 341660ims 4421bs 5OPENING,WHEN IT IS LOWER THAN THE MULLION 4A fmm 1.15•Min.O.Q ISiendaId 1101,(F11.2): 480 lbs 70063 WA WA NIA WA 368 Ws WA NIA WA WA WA 882 nos ea5im 112071. CAPACITY(FROM THE TABLE)OF THE SELECTED a' 4 AmWa@WMin O,C,/(1)2x5AngW Wpsl(Fl9.3k 78D Ibs 780 M, 68011. 1560W 1998 Ws 54083 5WIbs WA 7601m 74893 600 lbs 1892Ws 8821" 88511. 112D Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anehom @ 0A5•MN.OA,I U0(p,W-125•Alum,ft.4Y. WA WA WA WA NIA WA WA WA NIA WA I WA WA WA NLA I 715 WaCAPACITY WHICH MAY BE USED TO QUALIFY nc 1 Ahor I F-01P(Fla,5): 195 195 Ws 225 83 445 Ws 62211. 1351M 140Ib3 17711. 37011. 167 71. 332Im 473160 170 Ws z21 I1. 2eD Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancbas @ t.1V Mt.O,C-1F-0ip(FW 6}: 240Ws 3:483 WA WA WA WA te0b3 WA NIA WA I WA I WA 1 341 tin I 442ibs I 56Dibs I ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVLSBD as complying w14h h.Flwds • , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 'Ac- Ti uilding Code • --{ 1.000" �+-, AcetNot -021 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Expimlion pate ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTI•IS IS ALLOWABLE. By FIGURE 3: Mlemi o?endue!' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, 2 000, 1 I I I • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `N'N�OVV LYNN 41, ANGLE CLIP MUST BE USED iN PAIRS. >`��`t•'•�tCEN�' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' P:' TE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 5: CONCRE7�e' No.58705 ""•'' --Tim YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125• LTHICKEAST STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' SHA THICK N GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2"X.375"MULLION LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -`0 • , +/ THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. Ti •, `y'•.FCORIpF`. Cfit'. 1 A.NN MQE13,P.E. FL P.E.#58705 TABLE 3A �„ v Mullion Capacity Tabl6lbafle) 1414 Opening Wldth(for ber6cally-sparring mullons)or Opening Helght(for flod7antaly-spanning mullons) 5D In 60In 70In 601n 90 in iW in 1201. 1 1401. 180 N Recten lar Tr o gu 4p 1'dart9. Rac4aogUer TroprtAarig, Roctengrlar Trap'7Meng. ReclangUar 1tnpTAeng. RtttnnOJlar Trap/7A ReclnngUu Tra dart Reclen ar Tr ow- Tmpnrdnng. Roeten9u1. Trsprrdang. 6 F 1 R 2.76 X Loafing LoadnB toad.. LoadoG L-&O L adng Loadng Loading Loading Loadog Loafing Loa&ngg loading LoadiingP. RLotoad� Loadng LoadnG Loa4trg ,3'76 Alum. s Tubo ' ,. .�s., est.. .. .. .. r E .. .. .. ,. . Mullion � � � � � � �� , a '? �� - N e $ s � § $ ~gym LU 421n 170.01 620 1 170.0 435 170.0 744 1 170,0 476 17oo 888 170.0 We 170-01 092 1 170.01 519 170.0 1 1118 170,01 621 170.0 1240 170.01 S21 148.7 1301 170.0 521 127,6 1301 170,0 521 111.6 1301 170.0 621 4 46 to 170.0 708 1700 624 170.0 856 170.0 584 170.0 692 1709 610 178.0 1133 170.0 661 151.0 1139 170,0 677 136.6 1139 170.0 880 t13.9 1739 170.0 660 97,6 1138 170.0 680 65,4 1139 770.0 680 _ 50,625 1. 1700 747 I= 583 1700 896 170.0 631 167.8 1032 170.0 664 146.8 1032 170.0 723 130,5 1032 170.0 747 117A (032 170,0 756 07.9 1032 170.0 756 83,9 1032 170.0 756 73.4 1032 170.0 756 2R- !x m rA 541n 170.0 797 170.0 612 161,3 907 170.0 891 136.2 907 104.7 730 120,9 907 152.5 720 107.5 907 1146.0 714 96.8 607 141.1 710 see 907 140.0 709 69.1 007 140,6 709 60.6 007 140.0 709 O' 60 to 141.1 735 151.5 625 117,6 735 130.3 617 less 735 t16.0 609 89.2 735 106.2 500 76.4 735 99.6 583 70,6 735 gEt 878 66.8 735 01.8 574 SOA 735 91.8 $74 44,1 735 91.8 $74 g 83N 121.8 BBA 170.0 676 101.8 886 111.5 667 87,0 668 08.8 $47 78.2 666 90.1 636 87.7 888 93,9 531 60.6 we 70.8 528 We 668 76.8 521 43.6 ON 75.6 521 38.1 666 75.6 Fn 66 1, 100.0 667 1124 522 88.3 607 88.1 511 75,7 667 85.0 601 68.2 BO7 77.1 493 58.9 607 71,5 406 53.0 607 67.8 461 44.2 607 63.4 476 37.8 607 62.7 474 33.1 607 02.7 474 Z p,l i m $ 721n 81.e 516 84.8 443 68,0 510 73.0 434 583 t0 64,3 428 51.0 $10 57.0 419 45.4 510 53.3 413 40.6 516 50.0 406 34.0 510 45.9 402 28.2 510 44,4 399 25.5 510 44.3 399 _ E � 7861 60.4 456 72.5 400 67.6 458 6117 392 49,6 450 61.1 385 43.4 458 48.9 '376 38.8 456 44,0 373 34,7 458 41.6 358 289 456 37.7 JB2 24.0 469 38,0 369 21.7 456 35.7 358 z 761- 64.2 435 07.0 381 53.6 435 56,8 373 459 435 40,8 366 40.1 435 44.7 360 35.7 435 409 356 32.1 435 38.1 351 26.6 435 34.4 344 22.9 435 32,6 341 20,1 435 32.2 340 d 901n 41.8 327 43,1 290 34.8 327 36.4 285 28.9 327 SIX 280 26.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 282 149 327 19.3 268 Z d o 961n 34.4 287 35A 257 26.7 297 2B9 252 24,8 287 20.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 10.3 237 14.4 287 16.9 232 �4z 11 C) 0 1061n 24.2 727 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.7 227 16.0 185 ?C rh $ a titin 22.3 215 22.7 194 18.6 216 10.1 IN We 215 18,8 ISO W !47 1201. ITS 184 17.9 187 � 4Y U) � �' xaoo TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: `"�d Z Anchor Ca aclt Table libelO_' U) (q ANCHOR GAP.,,.,,,, S mdgq sWslmte: 2176 Concrete 3156Cono. Hou"CMU Fned CMU PT V7uotl Melel (DP,".)X ) ANCHOR CAP... MULLION CAP.,e„„,,,/ €g 51161 Elco 1/4'99 E1eo 5l18•Eleo 1!4.99 Elw tl109teN /t2 Stee! 1112 Stael AncbwTypa: 3116'Eko Uitraoon 114`Eko U:Uacm 3118•Eka U(bacon 174'Eka UlOaaan t�� Anchor Cllp Padema Ultracon A09,eGstor unman Appa04tor Scmr IG6I 841mr(G5) sc (GS) USE THIS FORMU{.A TO OBTAIN THE ANCHOR CL Edge oulaw.(in): 1' 2-ItT t' 2-7Q' 3.116' Y 2-Ire I. 2-Ire 2' 3w9' 2• 0.48• 0.54' 7324• CAPACITY REQUIRED"CORRESPONDING TO AN E.1sedmant(by. 1.3+1• 1.3/4' 1.374• 1-1 I-XV 2' i-IW 1•!14` 7.1/4' H` 1.114' i-114' 2' 1.318' 1.37B' 4ades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anahorm�4.75'Mtn.O.C.I91eMeln or09sd pip(Fq,t} 3991-1 390 ke 45(liM 8801M 1044 Ica 2701bs 280 No 354 Ws 740 ass 37416. 664163 940IM 3a11ba 4421-1 5601M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclata fg 1,1E MUL 0.0,1 Standard(oro6sell C2p(Rz 2). 490 is 7001b. WA WA WA WA 350 It. WA NIA WA WA WA W2Im 8851m 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 03"Min.O.C.1(2)216 A091n C9ps/(Flo.3y 7601-1 78D lbs 66016a 15W lbs i69B Ibs 6401-1 5601-1 WA 760109 7461-1 6801-1 1892 IN 6821. 8851-1 1120109 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchora @ 045'Min-O.C,r -Clip,Int.J25`Akun.(Fq,4): WA WA WA WA WA WA WA WA WA WA WA WA WA NiA 7t5 Ws CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-C9p ft' 5} 1951-1 195-lbs- 2251M 445169 8221-1 135169 1401bs 177 Lbs 370169 1B71m 3321bs 473ft 1701-1 2211-1 2801-1 CDCIRCLED ANCHOR OPTIONS FROM THE 2 Aaororb @ 1.75'Min.O.CJ F421p✓Fl9-e): 240 U. 356 k3 WA WA WA rUA ISO 153 WA WA WA WA WA 3411-1 4421-1 5801. ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ("l1GIRGLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. . PRODUCT REVISED as complying with Iho Florid FIGURE I: FIGURE2: UulldingCode Q TABLE NOTES: AcOdpianwwl(v' 21$.p3 i 1 -j 1.000• �- Expiration Date 0711 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M) II da Product Control FIGURE 3: LINEAR LiNR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. \�3�1(�CY{LYNr�1 1lrfO ! i � . 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750'a5l' ``.�;•t\.••y-1C.EMSr' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �7'.• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �`; No. 6705 * ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED 1 }j J - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" � •�jT1 }f)6 b i lij„�• + « THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT f� S f E F til. 1'X 2.76"X.376'MULLION ' fi LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O '•-F<ORtON. \� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S,OR 410 S.S. J�i�Sq)�'•� Ii R.P.E. FL 58705 TABLE'4A w Mullion Capacity Table lb81ft' Opening Width(for tedicatVsparvingmuclonc)a OponinBHolgIll(for holzontally-sparrirgmd9on3) a 501n 601n 701n 60 In 90 in t001n 120 N 1401n 160 N p I X2.76X Re.katW4 TiaptrdWm. Ractengutar 7rap?dang. Rectwgetm• wdang. Rectangular napffnang. Rectangular TrWrdarg. Reatanglda! Tmp`rdany. Rectangular TrwMenq. Roowvder Impirderq. RectangAar Trap7rAarg. 0 0. w Loadng Inadng Loafing Loafing Lowing Loadng Lowing Lwdng Loading L.adng Loafing Loading Leafing Lowing Loadng Loafing Loafing Loafing syr c3 .fi60 Alum. Tubo a s G 2: a a 2 2z 2 a a n 2a a N m 15 1 Mullion z �� 421n ITUI SM 170.0 435 1170.01 744 170.0 474 170.0 SW 1700. we ITOA 892 170.0 518 170.0 1119 1700. 621 170.0 1240 170.0 521 170.0 1488 170.0 621 158.7 1620 170.0 521 139.8 IWO 170.0 521 0 � 48 O1 170.0 708 170.0 524 170.0 850 170.0 584 770.0 892 179,0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170,0 660 106.3 1417 170,0 600 T 50.825h 170.0 747 170.0 563 170.0 888 170.0 631 179.0 1048 170.0 Fib{ 170.0 1195 170.0 723 182.6 1288 17x6 T4T 146.3 12N 170.0 T56 121.8 1286 170.0 768 104.6 12M 170.0 768 9iA 12W 170.0 768 G 0 641n 170.0 767 1100. 812 1700. 856 170,9 861 170.0 1118 1700. 764 150.7 1130 179.0 80.1 133.9 1130 170.0 837 120.8 1130 1700 856 100.5 1130 170.0 661 88.1 1130 170.0 881 75.3 1130 170.0 an LD 4Q0 H 6010 170.0 685 V0.0 701 148.5 915 102.3 761 125.5 915 144.5 746 100.6 015 1323 735 97.8 015 1219 726 87,0 915 116.5 720 73.2 015 114.4 715 02.8 015 114.4 715 54.0 915 114A 715 E- � �r 631n 151.8 630 161.0 710 128.5 830 136.9 604 IOU 830 123,2 881 94.9 630 1122 870 84.4 83D 104.6 652 75,9 830 99.4 ON 83.3 930 04.5 640 542 830 94.1 848 47.4 830 94.1 649 �'+'` (� 5j $ 861n 1321 .757 UOA 850 110.0 767 119.4 838 94.3 757 105.8 624 g26 757 68.1 614 73A 757 89.1 606 60,0 757 642 800 65A 757 78.0 593 47.2 767 76.2 501 41.3 757 762 591 z a m j 7210 101.7 636 106.8 552 84.8 838 810. SIO 727 939 50.1 530 83.6 836 722 521 58.5 838 88,5 514 60.8 938 62.3 .508 42.4 638 57.2 500 36.3 630 55.3 497 31.8 639 55,2 487 _ gZ 761n 8a.6 571 90.4 480 721 STt 76,0 486 8, 571 670. 478 S4.1 571 80.8 471 48.0 671 65,5 464 43.2 $71 51.8 458 360. 671 47.0 451 30.8 671 44.5 447 27.0 671 44.5 446 Q .,..¢��, 78h 800. 542 83.4 474 66.7 542 700. 4&5 57.1 542 82.1 458 50.0 542 65.7 446 44.4 542 51.0 442 40.0 512 47.5 4J7 33.3 542 42.8 426 280. 642 40,8 425 25,0 542 40.1 423 BO In 52.1 407 63.7 381 43,4 467 45.1 365 37.2 407 30.6 348 325 4W 35.3 343 TB.B 407 32.1 336 26.0 407 20.6 334 21.7 407 28.1 327 18.0 407 24,1 322 16.3 407 23,0 310 Q car) Z gO 001n 42.9 356 4d.1 320 35,8 358 37.2 314 30X 356 320. 368 26.8 356 26.9 304 23.8 356 28.1 300 21.5 358 24.0 299 17.9 358 21.0 289 15.3 35S 19.2 281 tJ3 X SCR O S� 108 In 30.1 263 30.8 255 25.1 283 260. 21 21.5 283 22.6 247 10.6 263 lag 244 18.7 283 19,0 240 15.1 283 16.5 237 tf3 w CI Y iflin 27.8 267 28.3 242 23.1 287 23.0 238 10.8 287 20,6 235 17.3 267 16.3 2J1 15.4 287 16,5 228 N Y20tn 22.0 229 22.3 208 180 228 laa 265 15.7 229 162 202 V 04 ¢ O O TABLE 4B ¢.. Z Anchor Ca act Tablefibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 m to ANCHOR CAP.,_,_ � €� w Substrate: 27k Corw,ote 3.6k Carom. Hotiav CMU Filled CMU PT Wood Metal (DOf uo,)X -ANCHOR CAP. .� 5116'Eke 114•SS Ek.5116•Etc. 174"SS Eke Y10 Steal Y12 Steel 012 Steal MULLION CAP""°"'•" AnOhofC1)p Patterns AncawTYFe: 3'16'Eko UlVeaon 144•Eko UlSecm lgmcm yf6'Eko Ul6acon 114•Eko UlboCcn A99MGalor UlMon A99reQlar Strew(05)S-(G5) Scf"(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edgewt-0nk 1• 2.10 1• 1 tam 3.119• 1• I 2-lir I- I 2-trr r Mir r 0AW 064• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emb«knent ): 1.314• 1.3x4• 1.3!4• 1 Y4• 2" t-ud• t•u4• tato• 1 1.114• 1.114• 1.114• 2• late• late• sedoe ACTUAL PRESSURE REQUIREMENT FOR THE 2A.etxv304.75•Mln.O.C.7 StWwd or 095el Qlp(Fla•1): 390 we 3900,3 450 tds 88i1IM 1644 Ms 2701oa z80IW J54 nes 7401bs 3741w 664M 046fbs 3411bs 44210, Seo tas OPENING,WHEN IT IS LOWER THAN THE MULLION 4 An.hm I-IF Min.0.11 7 Standard 1.084e1)Clip¢Ig.2y 460 tas 70D Ws w0. w0. wA WA 3aD t6s wA wA MIA WA WA 662lb3 6851 1120 0,, CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchor,4]0'Min.O.C.I(!)2xi Angle gipa{iFN.3p 780 Po, 780@3 SBO O✓8 15B01bs 16901bs Sia 163 5809kt WA 760 Ms 748 flxi 680 11,K) 1892Ilm 662@, C865 m 1120103 MULLION.(TWILL YIELDA MINIMUMANCHOR 2AMhM OAS 9A.O,C.1 U4Do,Inlo.12Y Alum.(Fig.4XI WA WA WA WA WA w0. WA WA WA WA WA WA WA 715103 CAPACITY WHICH MAY BE USED TO QUALIFY t 'N' 1951b.sT. t951x 195+63 2zs ms 445sw 6221bs u5 me 140 Iba i7r m4 3Tor.s 197In. 332 1t! 4rar� tto ms 22111,= zaolb, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anehom 4g 1.15•Min.O.C/1.1,(Ftp.BY• 240 Ns -3501b, Wq WA WA WA 1801b3 WA WA WA WA WA 1 341 I 442103 580 Ins 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. PRODUCT REVISED as complying with the F104II& Building Codc j6.02.&.Cx.'3 FIGURE 1: FIGURE 2: TABLE NOTES: Accdptanco NO -� 1.000• ExpimlionDaw i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ey p SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam'\10o`{R f 7j77 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \ ted ('LtF JJ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �� ;' �iCENSE •., • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7tC.. •..t 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 / CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 650" FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125` g A .or C(/--" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ' ��; `` ;�\••,, FtonlOs^-:�C LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2,75•X.650'MULLION Si •..... i THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. r,71S'/�IVF1L . t1j 7111111I1t1 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5AN e Mullion Capacity Table Iba1Rr Opening Width(for eertcaly-spand mullions)orOpening He!ght(for hod 2nntally-spamingmullions) SO In 89 in 70 In OO in 0 to t00In 120 In 1401. 18D In 9w O Roclang w Tngllha.g. ReclangWar If all. RoclangNaf T8PPI,. Reclang1d T-P/Tdang. Rectwtgdar Tral1'Tdong. Red.rail Trapmlang, RoctanguSer TapfTderlg. Rectangular TrepIldan9• Rootangular 7raplTdmig. 1"X 3.125"X Loading Loading foadne Loedn9 Lowing Loading Loadng Lwdna Loa Loading Loading Lowing Loading LoadnB Loading Loading Loading Ladng Y .600"Afum Tube Mull fii .. ., � g �H inXX� rri¢g _ $$§� g c3$� 04 I- O 1� 421. 170.0 620 170.0 435 170.0 744 170,0 478 170.0 Na 170.0 508 170.0 BB'L 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 164.4 1802 170.0 521 J W 461. 170.0 108 170.0 524 170.0 858 170,0 564 17oA 982 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 660 135.1 7577 170.0 880 118.2 1577 170.0 880 50.6251. 170.0 747 170.4 563 170.0 898 170.0 631 170.9 1048 Vee 834 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 770.0 756 121.5 149511700- 758 708.3 1485 170.0 158 M 0 (1) 64 In 170.0 787 170.0 612 170.0 958 170,0 891 170.0 1116 170.0 764 170,0 1275 170.0 8D3 106.1 1401 170.0 837 149,5 1401 170.0 056 124.8 1401 170.0 861 108.8 1401 170,0 @81 93.4 1401 170.0 gel LU M 0 WIn 170,0 685 170.0 701 170.0 1083 170.0 797 1%5 1166 170.0 678 1387 1158 187.0 928 123.3 7158 156.5 Bill 111.0 1156 149.7 010 02.5 1158 144.5 903 78.3 1154 144.5 903 69.4 1158 144.5 003 � to J { 83 in 770.0 939 170.0 746 159.0 1949 110.0 BSO 137.4 1049 1SS.S 680 119.8 t049 141.7 848 196,5 1049 132.0 838 85.0 1049 125.5 628 79.9 1049 118.3 820 68.5 1918 118.9 ale 59.9 1049 116.9 Big (n Fy 68 In 188.8 955 170.0 788 138.0 955 151.3 804 110.1 055 133.7 788 104.2 855 121.4 775 B2.B 955 112.0 765 63,4 855 10&4 757 89.5 856 09.8 749 59,8 855 887 748 52.1 955 86.7 748 2 W m g 7244 128.5 803 134.9 687 107.0 803 114.9 682 81.6 603 101.1 670 80.3 083 91.2 659 71.4 603 83,9 BIB &.2 003 7Q8 842 $3.5 BDl 722 872 45.9 883 89,8 826 40,1 603 88.7 627 70 In 109.2 721 114,f 629 91.0 112! 97.0 816 78A 721 85.1 805 88.3 721 76S 595 00.7 721 70,1 588 54.6 721 85.4 570 45.5 721 59.4 569 39.0 721 688 564 3{.f 721 68,1 563 -j _j g _ Z Q J 78 in 101.0 •681 105.0 599 &2 684 89A 587 72.2 604 76.4 578 03,1 684 70.4 587 56.1 684 64.4 558 50,5 684 SA.B 561 42.1 684 64,1 541 36,1 884 51.3 538 31.8 864 60.0 $34 )-. 901. 65.8 51; 87.9 450 54.8 514 57.3 448 47.0 614 69.0 440 41.1 514 44.6 433 36.5 514 40,6 427 328 $14 3L3 421 27.4 SN 33A q2 23.6 514 30.4 {08 2P,8 S14 28.0 {0] Q Z 981. $4.2 A2892&2 .7 404 452 452 47.0 398 38.7 452 40.8 390 33,9 452 36.4 364 3o•f 452 32.9 378 27.1 452 34.3 373 228 452 29.8 385 f8.4 452 242 359 S88 452 228 355 < s $O8 1081n 38.1 .9 322 31.7 357 327 317 27,2 357 28.4 312 23.8 357 25.2 308 21.1 351 22.7 303 18.0 357 20,8 200 15.9 357 78.0 283 13.8 357 18.2 207 11.9 357 15.0 283 W r tti to 35.1 .a 300 28.2 338 30.1 301 26.0 338 28.1 288 23.8 338 23.11 282 18.5 378 20,8 288 17.5 336 18.0 284 14.8 338 10.5 278 125 330 14.8 273 51,0 338 13.8 268 r7 X 120(n 27.7 283 23.1 289 23,7 259 18.8 289 2pb 256 17.3 289 18.5 252 15.4 289 fe.3 248 13.0 289 74.9 248 tf.8 268 12.8 249 8.0 289 fi.4 230 8.7 289 10.4 232 X ¢ ?� r O TABLE 58 4.. O ANCHOR CAPACITY ADJUSTMENT FORMULA: O-£ � Anchor Ca act Table lbs ANCHOR CAP„�,,,,,,` a. I � SUDs0ate 2.nt Corcrte 35k Cone. N010w CMU FWed CMU PTWooO Maw (OP)X( 1vANCHOR CAP.�,a $ .�3' 6'1C Eteo 11666 Eleo Nt6`Eko 1/a•6SEItt1 810 Sle¢1 XizstPtl wiz sler.! MULLION CAP.,m,,,,,, d Aanor9ypo at6•Elto unmcon 114-E"Ultmcon 3n6'o[o UaraOn v4'Eleounmcan AggvGalor Ur4Mpf AggmGda stme(G5)Screw(G5) screw105) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Patterns U.- Edgetxs.motinj 1. 2w2' 1^ 2-112 340 P I 2-VZ r 2-Vr z• 3-�rtr r 0.48` ow 8324• CAPACITY REOUiRED'CORRESPONDING TOAN EmOMnenI n 18/4• 13'8• 1-314• 1-314' 2• 1-114• 3WAHIA .114• two• t-114• 1-114• r fags• 1.3/6• Vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aaffits 4.7S Mln o.C.l StatoaV aOmal CrP(Flg tx 830�3 300 So 4504. ago me IE43 IQs Votes 54101 7401ts 374101 664ms 946 Me 341 ms 44298 t.6o lta OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amncrs®1.15•MIM O.01 Slmmfa for Cmel)Cap(Rg 71 4ro-0.1 700168 NIA WA N/A NIA NIA WA WA WA WA 6820s BB5ms 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrois r�TMt O,C.I(7)a5Ariae COP5109,4 7a9ws 7609s 6837bs 15990. 1186 ms 640 ms Nm 760716 746lbs 880 Sis 5692105 682ms 885Ib5 1120m; MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Aafan®0.4imm-O.C.IUCUp,Into,125•Num.(FIB.4j N/A WA N/A WA NIA NIA WA N/A WA WA NIA WA 1073 W5 CAPACITY WHICH MAY BE USED TO QUALIFY Aa105IW Zi5 ms 445 0s B?2 ra '135ms 77 ms 37090 147 ms 332 its 4731 179ma 221 as ago tse ADDITIONAL ANCHOR OPTIONS FROM THE 2Anerors@1,I&&Un.O.CJFCu g4 240ms 350106 H1A WA IIIA WA N/A WA I N/A I WA 1 WA 3411bs J42 ms I 560 ma I ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREVISED, m complying with aro Florida H 1.000'4 Building Coda FIGURE FIGURE 2: TABLE NOTES: Acceptance No 0-b218.03 IfLr� B irationOalc ¢02) 110 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. By T11SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dad&Pro"* IPiiRI71 iI/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS IS ALLOWABLE. � FIGURE 3: � 3.125' �5 pia�,.....,•..!(I ��i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. `��'t�,•''�fGCNSC' F'f' �� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2: •..ytr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I, NG,gg705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500` - R, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT P X 3.126•X.5"MULLION s7(-,TL F ` • i LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0-VFMULLION) ;'�'�'••.,rtORttj4`,•,w�,r. • ♦ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LY�I...JLLER,P.E. FL P,E.#56705 TABLE 6A h r Mullion Capacity Table(Ibve) • OpeningWldlh(forwrticaly.spambgmWions)orOpen}ngHeight(forMrizontalyspamUgmUlions) wig �aF 50 In 601n 701n 601n 90 in I t001n 1 1201n 1401n 160 in p(p Recundleier Trepraiml9. Raetengel TrapRdang. Rectangular TraprTdang. Rectangl Treprt'dang. Redangaler T,*Tdmig, Reatmou Tiaprril RectanBuler T-074eng. Ractanower T"wTdeng. Rectangular TrwTdwv. a 1x4x.126 Loading Leading Loading Loadn9 Loading Loading Loading Loading Lnad.9 Loading Loadng Loading laadng Leednp Leading LoednB Leading Lowing cy Alum. Iu union e _ Aqa $., $s, a. pT( $.. .. .. $ $, .. •a ., �_ .s -$ .. 111 Mullion c3I c32L a ��m 42 in 170.0 620 170.0 435 170.0 744 170,0 478 170.0 BOB 170.0 606 170.0 992 170,0 519 170.0 1118 170,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.6 1489 170,0 521 127.6 1469 170.0 821 461n 170.0 708 170.0 624 170.0 850 170,0 654 170.0 982 170.0 030 170.0 1133 170.0 661 170.0 1276 170.0 677 158.3 130.1 iT0.0 6800 130.3 1303 170.0 080 111.7 1303 170,0 BOB 97.7 1303 170.0 660 � _ 60.8215 In 170.0 747 170.0 683 '170.0 896 170.0 631 170.0 1446 170.4 884 170.4 1196 170.0 723 156.1 1235 VO4 747 140.5 1236 170.0 766 117.1 1235 170.4 766 100.4 1236 570.0 768 8L$ 1235 170.0 758 o 54 111 170.0 797 170.0 012 170.0 958 170,0 681 170.0 1118 170.0 764 164.4 1166 170.0 503 137.2 1158 170.0 637 123,6 1168 170.0 666 102.9 1158 170.0 867 68.2 1168 170.0 681 77,2 1 M 170.0 861 m 0 d 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.0 1012 161,1 832 125.1 1042 148.7 015 t11.2 1042 138,0 841 100.0 1042 130.2 791 03.4 1042 125.1 762 71.5 11042 125,1 782 62.5 1042 126.1 782 6314 170.4 830 170.0 745 151.2 842 583,6 618 129,8 SM f44A 790 t13A 992 131.4 762 100.8 992 121.4 768 90,7 802 114.6 768 75.6 092 106.4 745 64.8 992 108.0 744 $8.7 902 408.0 744 661n 165A 047 170.0 789 137.8 947 140.0 786 fled G47 130.0 786 10.1.0 917 117.7 752 91.8 9{7 108.7 7]8 82.7 BIT 1D2A 721 68.8 947 95.1 713 69.1 947 94.0 711 61.1 BR 84,0 711 Z 72 h 135.9 849 1427 737 1132 849 121,6 722 97,0 849 106.8 708 M.e 818 98.1 896 75.5 849 88.7 688 67.9 $40 $Z7 475 66.6 $40 16.3 659 46.6 849 726 652 4Z6 849 7L4 651 0. BiP� W 7681 116.6 762 120.7 665 88.3 762 1026 652 62.6 782 90.0 640 M3 762 $0.9 628 642 762 742 620 67.6 782 69.2 813 48.1 762 62.8 602 41.3 762 59,0 697 36.1 702 69.4 695 _.! fp V Z 761n 106.9 724 111.4 634 69.0 724 94.6 621 76.3 724 02.9 609 60.8 724 74A 599 59A 724 88.1 691 53,4 724 63.4 583 44.5 724 67.3 573 382 724 64,3 667 33.4 724 63.5 665 1N in 09.6 643 71.8 483 58.0 50 60.7 474 46,7 60 52.9 468 43.5 $43 47.1 468 388 54J 42.8 452 34.8 643 39.5 448 20.0 $43 34.9 436 24.8 643 321 430 21.7 643 30.7 425 ~ 9091 57.3 476 58.0 427 47.5 478 49,7 418 40,9 478 432 412 35.8 475 38.5 400 31.8 {78 34.5 408 26.7 475 320 393 23.8 478 28.1 386 20.3 478 25.0 380 f7.9 478 24.2 376 H U)..2 O o 108In 40.3 377 41.1 341 33,6 377 34,0 JSS 28.6 377 30.0 330 2b.2 J77 28.8 375 22A 371 24,0 321 20.1 377 220 317 18.8 377 10.0 310 14A 377 17,1 304 r d+ o 111 in 37.1 367 37.8 32J 30.9 357 31.8 31S 20.6 357 27.6 313 232 357 24.4 309 20.8 357 22.0 306 186 357 20.7 301 15.4 357 17.4 284 a )d, V (!) U) +201- 2" 306 Me 279 24.5 300 26.11 274 21.0 300 21.7 270 18.3 308 182 267 183 308 17,3 263 144 1"7 x Q � O In 17.0 212 17.2 1A8 0. TABLE BB =r Z ern �1nANCHOR CAPACITY ADJUSTMENT FORMULA: a``1 Anchor Capacity Table flue) ANCHOROAP.,,a,,,,a, Subsiiate 2.7k ConcrOie 3.Sk Cara. Hoeow GMU Heed CMU PT Wood Metal (DP..)X t }=ANCHOR CAP.,,", 511G'Ek. 114'99 Eko 5118'EI4o 174'SS Elco 01tl Slosi a123leel tl12 Sled MULLION ARChorCllpPett9ma Moho TYPe yt6 EkoUareaen St4'EkoUi acm UiWeal yf6 EkaUt6xan if4"Eke 1AACO AW.Gator Uit-on Age Sciew7(05)S-ew(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance tur 1. 244 1' 244 3.118• P 2.1/2' 1' 2.1R' 2' 3.18" 2' 0A6' 0.61' 0.3W CAPACITY REQUIRED'CORRESPONDING TO AN EmDea„ent(iny: 1.311' IW4' 1-314• IA+r r 1 14147 1414• 1.1/4' 1.114' 1-114" 1-114• r I]18' 1116" aedac ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aroh-04.76"MIn.OAA Standard w0ftsil CUP(Fq-A-WY 390 ins 390 ins 450 IW 890 n. 1644 lea 2T01bs 2801611 S641bs 7401W 374100 8a416s 948164 341 IM 44211. 5601b5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arxiw.4422V We.O.C:tstand- (w0-0)CGP ft.3Y 700 Y. 700 N3 $80 ass 14401be 952 Ra WA 5601ba wA 63010.. WA BOB The WA 682 the U5 lb. iIWZ; CAPACITY(FROM THE TABLE OF THE SELECTED B Anchors®1.15'Min.O.C.I Blendsrd(or00se1)CIIP(Fig.4Y 060 lb. 1400 We WA WA wA WA 7601b3 WA NIA WA WA WA 13831be 177016. 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anct.taO,OJ'M{n o.C.r FtI2t6AnOto txpsT¢q.5}: 760 bs 760 tW 6600. 1560 11`3 1696160 540 r. we Ras WA 760(6s 7481bs 880 lbs 18921b4 6B2 1b, USIbe 1120 ka CAPACITY WHICH MAY BE USED TO QUALIFY 0 AMhM 0 3"Min.O.C./(2)246 Antliockpa/ffq.6C 11T016a 11701bs 1070 ib. 2340 lea 261410.. 8101bs 84016. WA 1140lb. 112210.. 1320 lbs 283810.. 1022 IM 1J27Ibs 168010.9 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Awhora g0A5"MB1.O.C./LLCtlg,ttlo.t25'AWm.(Fq.7}: WA WA WA wA WA WA WA WA WA WA NIA WA WA N/A 1430161 ANCHOR CAPACITY TABLE 2 Anchors M 226'Mia.O,C!F{3ip(Fq,8); 350IDa 35010.. 290 Iba T051Da 4781Da WA 260 I6s WA 315 in WA 440 IDs WA 371 Ibs 4421bs 56B Ibs flRt3DUCt•REVISED 4 Allen=0 I.1V Mle.O.CJ F-Olp(Fig.0),1 440 The I 700 ft I WA WA WA WA 380169 WA WA WA N!A WA 68210.. 885 be 1120M as c0inply)tix with 910 Flbd&1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' I- BAccepf nco=I (P-b2)S,o5 Expiration Date wzl TABLE NOTES: B FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: MIAMI doPmd�i • • • • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE ft/ SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \,�v Irl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS iSALLOWABLE. ��.,•'�10ENSF'•.FAQ ?, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' yt;: NO 50708 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED STATE F �, • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" :nom'•... I r,.•: �. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM STUDS TO BE A MINIMUM GRADE 33 AND 045"THICK( 16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST 125'THICK �T ALL BE 6063-T5 AND BE A MIN IMUM OF.125'THICK STEEL ,� ��,C?,, ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 11 1 111 #12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 1'X 4"X.126" A.LYNN Iv11LLER,P.E. MULLION FL P.E.#58705 TABLE 7A „ e Mullion Capacity Table ibatrt2 A 3: Opening Wldth(for ver9caly-spanrli mUliors)orOpening HelgIII(for hoti7nrdaly-spanningmWllons 36 TH BON 7O In BO N 0 I 100 in 120 In t4D to tao In � $- 1 X 4 X.376 Rectenin,lu TrWTdang, ReetmwjW TtepTdang. Raetmg ler TrapTdany Rcctmrgldar It. .a. Rsclangwlar Trap Ttlanp. Rectangw TratJidartD RectangJls• TI-OUan9 RectangWar Ttap"M."O. RoctenDula, Tmprt'neng. Loadng Loading Loafing Lowing Loadno Lowing Loadn9 1. [1 Loading Loedtng •LoadnO towing toodrg Loafing LoadiNg toadng Loading Laadng �a Alum.Tub e g•r, a tTWHIS r _ p r rMullion � � �. ao v � �. 0) 421n 170.0 620 170.0 435 170.0 7M 178.0 478 170.4 880 170.0 600 170.0 982 170,0 619 170,0 1118 170.0 821 170.0 1240 170.0 521 170.0 1488 170,0 621 170.0 1735 170.0 621 170.0 1983 170.0 521 d F IB to 1704 700 170,0 624 tt0,0 850 170.0 661 170,0 982 170.0 830 170.0 7533 170,0 661 170,0 1278 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 080 170.0 1983 170.0 980 151.8 2024 170.0 S80 _ 509251. 170.0 747 170.0 463 170.0 696 170.8 631 170.0 1046 t7Q0 884 170,0 1195 I70.0 713 170.0 1345 tToO -747 77,00 1494 1740 766 170.0 1793 170.0 758 166.0 tate 1704 766 IX6 1818 170.0 768 p 641. 170.0 187 170.0 812 170.0 956 170.0 891 170.0 1110 170.0 764 ,170.0 1275 170.0 803 VU 1434 170.0 837 170.0 %694 170.0 866 159.9 1799 1700 881 137.1 1709 170.0 881 120.0 1799 170.0 081 U 0 d 601n 1704 685 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 878 1709 1417 170.8 944 170.0 1584 170.0 It" 155.5 1649 170.0 1033 129.6 1619 170.0 1063 tt1.0 1819 470.0 1063 97.2 1fi18 170.0 1063 83N 570.0 930 f740 745 179.0 Ilia 170.0 850 570.0 1342 170.0 940 1740 1468 170.0 1013 168.7 1642 1704 1078 4414 1642 1709 1122 IMS 1642 188.5 1168 100.7 1642 167.8 1157 88.7 1642 187.9 1157 661. 170.0 071 170.0 709 170,0 1160 170.0 903 170.0 1384 170.0 1002 180.6 1472 170,0 1088 112,8 1472 106.6 1140 128.6 1472 168.6 1110 107.1 1472 117.8 1108 91.0 1472 115.0 1101 BO.J 1172 116.0 1101 r(�y 721n 170.0 tOGi 170.0 878 170,0 1273 170,0 '009 130.8 1320 186.2 1107 1320 1320 149.9 1082 117.3 1320 137.6 1066 105.8 1320 128.8 1848 88.0 53N! 117.0 1024 76,4 1320 N2.8 1013 88.0 1320 172.5 S4f2 Uj 761. 1700 1122 170.0 937 149.8 IIS4 169.4 1013 1282 1184 138.8 991 1122 1184 128.7 978 99.1 1184 116.3 984 69.6 1104 107.8 952 74.8 1184 97.8 035 64.1 1184 93.1 927 66.1 1164 92.3 925 CL Z c 781. 168.1 1121 170.0 907 178,4 1124 147,0 085 118.8 1124 120.6 047 103.6 1121 1150 831 92,5 1124 105.6 910 03.0 1124 aB.S X-NX-P-0 21 88,0 BBO 59.3 1121 84.3 BBI 31.9 1124 83.2 878 Q J J r 96N 108.1 844 111.5 160 OU 644 94.3 T38 77.2 844 82.1 724 679 644 73.3 712 60.1 844 68.5 702 64.8 814 61.4 4 64.2 978 38.6 844 50.0 %a 33,8 044 47.7 662 Z ¢ o 061. 88.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 041 53.7 742 69.8 611 49.6 N2 64.1 622 44.6 742 49.8 2 {3.8 400 J7,8 742 39.0 600 27.0 712 37.6 684 sz W p 4 EC r 1001. M61-0-6-1-83.9 530 52t 508 53.0 621 M.7 606 4B.6 613 39.1 688 41.4 30S 3/.11 606 37.3 408 31.3 686 341 6 290 481 22.3 686 26.8 472 18.6 586 24.7 188 55 M,6 $ ift N 67.8 555 68.8 503 48.0 555 49.5 495 41.2 655 429 467 36.0 555 36.0 480 320 555 34.2 473 28.5 555 3f.3 5 27.1 457 20.6 555 24.3 448 140 6% 22.4 442 x _ 1801n 46.6 475 18.1 433 38.0 476 39.0 428 326 475 33.7 420 28.5 475 29.0 114 243 47$ 26.6 409 226 475 24.5 76 21.1 395 10.3 475 18.7 357 11.3 175 17.2 331W 144 N 26.4 330 26.7 305 71.0 330 22,4 307 18.4 330 143 267 16.4 334 17.0 294 U X Q 9 TABLE 78 Anchor Ce acl Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: •� -�r�90�m� S6bsltate; 2.7kC4m.te SAkCano. Hodvxt74U ANCHORCAP.,,e,,,,a, e� FUiea CMU PTW d Metal (DP_) =ANCHOR CAP... +_ Amhvlrype: 3116*Eke Ultmen 714"Bko Ullman 51Ir Elco 3t8'Eko Ultracon 1/4'Eke Ullrasm 1/4'SSEko 5176'Elco tb1'SSEko 010 Steel 1112 Steel 1112 Sled MULLION CAP.,,„,,,,y„ AnctfarCllpPattema U9ecm AWleGster Uaraeon Allwaoaler S."(0)S&Onv(G5) so"(GO) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge dalance(in): 1. 2.112' 1' 2-11V 3.118' 1' 24/2' 1• 1 2.14' 2" 3.119" 2• 0.1W 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmWhnaft(n$ i37r 1.341 1374• 1-3x4' T I-IW tax" 1-1r4- I-iN" 1.714• 1-114' r 1318' 1378" We. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AWb=04,75-MN.O.C.I SlandUd or 0021 Cap{F1p.132): 39010.1 890114a 4501bc 00 IN 7844163 270[be 2801W 354103 740143 374 IM 694Ibs 046143 341 IW 442[be 5601bS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors@2.25'MN-QC.1 Standard("Ofkl)CBp(FID.3k TOO F- 700 ib- 58016s 1410lb3 952 m3 WA 5601b4 NIA 53310 1b. WA 880144 WA 6112los 60 ft 1120143 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AnctR @ MV Mtn.O,C,I SlendaN lar OB3eUClip(Fb,4): 900 ft 14001b3 WA WA WA WA 760143 WA WA WA WA WA 1363 lbs 1770103 7.240 w9. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anct NsaYMi..O.C.r(2)2:5k,21.Cap3 I(Fig.s}: 780 ft 780.4 680 lea 1560lba 1 149612 FAD 163 560143 WA 7001W 748 On 860 lbs 18924,3 OR 1b3 695144 1120 Me CAPACITY WHICH MAY BE USED TO QUALIFY B Aochofe 0 YMin O.C.I(21W Angle pips l(Fp,BT 1170IW 11701bs 1020163 2310IW 2814lbs 810@5 8401W WA tt401W 11221W 13201W 28381W 1022141 t32T IDs 1680Ina ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anallm00.45'MN.O.C.I U4aip,late.12YAIUM,fig.7g WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1490 Ns ANCHOR CAPACITY TABLE, 2 Ancho-Q 2.25'Min.O,C1 FCllp(Fig.6): 3601W 35016s 29(tIW 7851W 478D* WA 280!.4 WA 3f5IW WA ddDlbs WA 3471W d{2IW SBOIW PRODUCT REVISED 4 Anchors@1.15'21..O.CJ F{11p(FID.eY. 980IW 7001W WA WA WA WA SBOIW WA _N/A_.l WA I WA WA BB21W @85105 11201W complying with Inc Fltn(d• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - Building Cade Acceptance No��D-O4L)S.oj 101ad, Date ��,� TABLE NOTES: FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION a hodteat ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • l%Illlll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ,yam{lYi~N t�lLI 17�r. • • • • • • • • •.• 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 4,000' 4.000" V-' '•'7t SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: - t' 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 BE .• 4U^ • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "(C O� =�` 6063-T5ANDSEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 J^r}� J`LORiO�:,' • • 375" .375" <`..'•.......... ,��7 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 036.All ANCHORS T rrrr t5 5+ yt5ti,` ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' 1 1'X 4'X.375'� ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 414 S.S. 4'-MULLION MULLION A.LYNN�MILL'A,P.E. FL P,E.#68705 TABLE 8A � y Mullion Capacity Table[bale Opening Width(forvarltcaiy-spar" mullons)or Opening Haight(for hori2oMely-spanning mWlions) 14 bO In 80 M 701n 00 In e01n 100In t2o In f 40 to SO in 0 1.2d"X Reate ad. Twroang. Racfe�plat Tteptntang. Reatengutar Traprild 9 Rectangular RaptTAang. RadaagWar TrapRtang. Reclanow. T.Wdsn0. Reotang0ar MAOT40% RoetengAer TreWdang. Rectangular Tmoliong. o 3.168"X Loading Loading Loading Loading Loading Loading Loading Laadng Loadng Loading L.04 Loan9 Loadng Loadng Loadnp Loading Loading Leading �� U .2436"Alum 7: �sgg.. cg .. g TuhoMull I a I 11 1 a I S 60 �• � gSO 8 � a 89 421n 170.0 620 170.0 435 '70.0 744 170,01 478 170.0 868 170.0 ISM 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 621 161.6 1769 170.0 521 Q W 45 in 170.9 708 170.0 524 170,0 850 170.0 684 170.0 892 LLI 170.0 830• 170.0 1133 170.0 881 170,0 1275 170,0 677 170.0 1417 170.0 680 SKIS 1648 170,0 680 132.7 1646 170.0 680 116.1 SUB 17AD 660 50.625 to 174.0 747 170.9 663 ITOA 898 t70.D 831 170.0 fm 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 187.9 1486 570.0 768 530.2 1468 170.0 788 118.3 1488 170.0 766 IO{,4 1468 f70.0 758 64 N M CIS 170.0 787 170.0 612 170.0 856 17D.0 691 170.0 1118 170.0 764 170.D 1274 170.0 803 163.1 1376 170.9 837 146,8 1376 170.0 658 122.3 1376 170,0 861 104.8 1378 170.0 861 91.7 13TH 170.0 BB1 O Q 60 In 170,0 665 170.0 701 170.0 1063 170.0 797 158,0 1168 170.0 678 139.0 1158 1B7A 030 123.6 1158 166,8 91g itt.2 1158 160.0 012 9ZT 1156 144,0 005 79.4 t159 SMA 905 09.5 ti58 144.6 1105 1=' W CO J 83N 570.0 939 170.0 743 560.1 1051 170.0 850 137.2 1051 155.9 682 120.1 1051 1420 846 1067 1051 1323 837 g8.1 1051 125.7 830 80.1 1051 11&6 822 68.6 1051 Si&t 821 60.0 1951 118.1 621 ,y 10. 001n 167.1 857 170.0 789 139.3 957 161.9 BO6 119.4 057 134,0 790 104.4 957 121,8 nr 92A 857 152.8 767 03.6 957 108.6 759 69.0 057 100.0 750 59.7 957 889 748 62.2 057 08.9 '745 2 g ' T721. 128.7 804 136.2 808 107.3 80{ 1161 684 91.9 604 101.3 87t 50.4 604 SIA 680 71,5 804 84,5 850 64.4 604 76.8 643 61.6 804 72.3 633 46.0 884 60.9 020 401 804 69.8 826 '2 76 In 109.4 722 114.4 630 61.2 722 97.2 Sig 70.2 722 85.3 698 68.4 722 78.7 596 80.6 722 70.3 We 54.7 722 65.6 580 45.8 722 59A 670 39.1 772 66.7 865 34.2 722 68.2 684 Q Z to V 781n 101.2 685 105.8 608 84,4 885 80.8 580 723 865 78A 677 63.3 685 70.5 686 56.2 885 84,6 660 60.6 685 80.1 663 42.2 885 61.3 643 38.2 685 61.4 W7 31.8 685 60.7 630 N "S" 65.9 65,9 615 88.0 457 54.9 515 57.5 449 47,11 615 50.5 441 41.2 516 44.7 434 38,6 5f5 40.8 426 33.0 515 37.4 422 27.5 515 33.1 4113 23,5 615 30.5 407 20.6 616 29.1 404 Q x 'L 061. 64.3 453 65.8 404 45.3 453 47.1 397 3878 453 41.0 391 339 453 38,4 36S 30.2 483 33.0 379 271 461 30.4 374 22.6 453 20.8 368 19.4 453 24.3 360 17.0 463 229 358 o .O 00 1081n 38.1 356 39.0 32331.8 368 32,0 318 27.2 358 2BA 313 23.8 358 25,2 300 212 358 22.7 304 19.1 358 20.0�2- W 15.0 358 18.0 203 M Ac' � 1S11n 35.1 335 35.8 308 29.3 lab 30.1 305 25.1 338 261 297 22.0 338 23,2 2113 19.6 338 20,9 259 t7.8 338 1971 .� 1201n 27.8 28D 78.3 784 23.2 280 23,6 260 10.8 290 20.6 256 17.4 290 182 253 ISA 290 10A 240US Q 1446, 16.1 201 18.3 186 Z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - } aa RnehorCe act Table Iba ANCHOR CAP.,,„,,,,, '3 SO4Uale 2.7K COfCfde a6K Calc. HOIWe CMU Fated CMU PT Wood MCiat (DF„}Xt }-ANCHOR CAP.,,, l 01 y1G EICo MULLION AnchorCltp Patterns Ananorlype 3/t5'FJco UBtacm N4'EicoUAratoa Ogracon TIC* Immon it4'EkoUBmCon U4•s6For lofmcoa A99M SIX e10Stael - steel In281tP1 Aggeo:tor B6racm AW2Gator 5trevr(05}screa{o5) scrai{OS) USE THIS FORMULA 74OBTAIN THE'ANOHOR Edge Uslaree gn) r 2.112* 1• 1 2-4/r 31fe• 1• 2.1Ir 1• 2-117 7 3-10 r 0.40• 054• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN FJn6edlted n fists tape 1af4• 1ta`o r 1.1.4• 1.1.4• 1.114• 1.11 1.114• 144 r 1s18• 54$ raves ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnCM;@4.7$MIn O.C,I Slatnamn06te'Cap(Flg 1) 391 IDs 36014411115MOM 1644 WS 2701ns 200108 354166 Units 37414 6641w 856 ft 34110S 44206 660 Ms OPENING,WHEN IT iS LOWER THAN THE MULLION 4Art0as 1.75•Min O.Q 1 Stantlattl(a O(W)CHI)(R0 21 480Ibs 700 Ls NTA WA ti/A NIA 380l4 NIA WA N/A WA WA 652019 88514 1 1120 t4 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMrs®$MIn.O.C.I(212t5An9le Ups I(R03): 78D Ita 7600:6 101Ds 156085 1!9805 54016s 66054 NIA 76014 748 hs a60t4 1692" 682103 085 ms 112014 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A/cmi9(^90.45'MO.O.0.tUL`Up,I00.42$Atum.(fIg,4S WA WA WA WA NIA NIA WA NTA WA WA WA WA NfA WA 143D 14 CAPACITY WHICH MAY BE USED TO QUALIFY 1ArcMr/F.Cup(Flg 5) 19603 1D614 ?25156 446 Rs 022 ha t35lbs 1409s 17714 37014 18709 33214 47314 17om3 221 oB 2e/6E ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctm@ tt$Mtn O,CIF4;0 (Ftg. 216103 350 m1 NTA WA NTA WA i900Y NtA WA NTA WA WA 347169 492 ms 560106 ANCHOR CAPACITY TABLE. D RBYlSE PRODUCT NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. re PRODUCT Tcomplyin6 with Site PluiBe FIGURE 1: FIGURE?-, Dulldieg Code tr b'lf . IG TABLE NOTES: 1�-1,250"-1 Acceptance No 15n.`0•.3 Ex imiat Date !J�'! 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mimul a Product \111r1I11 -- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \, r�t-(1 INN FIGURE 3; y _ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" �'�•••y\pENS,r CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,�:• j2* BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7` No.58705 285" _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _- FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FiLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL -•D'•, C b r 1 r BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEI L"0: 6063.75 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND i �i('T� ti• Fw.•' .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAS7.125"THICK AND A36.ALL 1.25"X 3.188'X.265"MULLION toRla F`s, + ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.041 VF MULLION) ,/I`S'/ONA1- `\� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN 1MILLL�,P.E. FL P.E.#68705 TABLE 9A Multion Capacity Table(tb@Ne1) is Opening Width(for veiticalVspenning mullions)or Opaning Height(for horizontally-spanning Mullions) 50N 6014 74h 88tH so In 10084 720h 1401. 16th Rect.Wfa Trep7TA.B. Racl.n9uhr TrOpRdarp. RBc1049-W T-PnMn9. Recf.Z.r TreyTMrg. 13.0.1 uhr Tre M RmteO tar TnpRdanO Rechraul.r TmplTriang. Reel sy77 a 5.25%3.25 LoadBq Laah40 ia+s09 1oadN9 LOadNg la.r9ng ltarin9 IAedNg Loadeq L 649 Loam tnatl"ap L",Krg L0adn9 Leaddwkno Tr`akq% R4.Q l��g, 0 4 F %.100urn.Tu $ppOLi70} 3p#� '!y0�• 15 M Tho X Mullonb0pgppfi 7yGypf fVx 2 Z AW to 42 In 170.0 @20 170.0 435 170.0 744 170.0476 Me 'BM 170.0 Sol 170.0 892 170,0 519 170.0 tire 1740 621 163.3 1718 170.0 521 127.7 1118 iTOA 821 109,6 1118 170,0 521 BS,B 1118 770.0 521 z F IBA 170.0 708 170.0 624 170.0 858 170.0 584 187.8 We 170,0 630 148,7 978 170.0 661 130A 918 170.0 877 117.3 978 1700 680 87.6 978 170.0 680 83.8 978 170.0 880 73.3 978 170.0 680 � 50.676N 170.0 747 170,0 687 170.0 896 170.0 WI 150.7 827 770.0 854 137,9 027 188,5 706 117.2 827 159.1 699 105.5 927 1583 696 87.9 027 156.3 695 75.4 827 156.3 905 65.0 927 168.3 885 _ W h 170.0 787 170.0 612 164.5 868 170.0 69t 132.5 869 153.9 683 115.9 889 141.8 699 V. 869 134.0 660 02.7 869 128.8 654 77.3 889 128.8 652 68.2 868 128.8 662 67,9 868 128.8 852 W 'O p U) 60 N 113.2 TIB 163,8 834 119.1 748 137,3 820 102.3 748 117.0 6118 89.5 788 107,8 699 78.6 746 101.0 692 71.6 746 06.8 681 69.7 746 03.1 681 51.2 780 87.3 583 41.8 748 B1.J 687 m iG1 y J13,1 .7 877 132.0 579 1035 077 1112 SW 684 677 100.4 655 77.3 677 91,4 546 68.7 877 852 639 81.9 877 81.0 534 51.6 677 77.0 529 44.2 877 76.1 529 30,7 @T7 78.7 SY9 J .8 617 114.1 we 89.7- 617 97.6 519 78.9 817 88.3 509 67.3 617 78.3 600 SBa 617 72A 494 $16 017 68.7 489 44,8 617 84,4 483 38.4 817 61,7 482 35A 847 83.7 482y W 8 518 01.1 460 09.1 618 74.7 180 58.2 618 85.2 132 61.9 618 68.8 425 10.7 518 64.2 410 q1.1 618 50.7 111 31.5 518 46.8 408 29.6 518 45.0 406 258 $19 45.0 405 ZCn 62.5 885 717 ;98 587 185 62.8 398 60.3 481 64.9 J9D 41.7 665 19,4 38{ 19.2 485 453 378 3S.? 465 422 374 28A 485 38.3 387 25,2 465 30.6 384 22.0 866 38.2 383 1 $W.2 441 880 387 54.3 441 57.7 378 48.6 481 60A 172 408 441 45.4 388 36,2 441 41.6 380 329 441 38.7 356 272 441 34.9 149 2J.3 441 33.1 348 20.4 441 327 345 G •¢µ1z.4 331 4J.8 296 35.4 332 37.0 789 30.3 332 32.3 284 205 332 28,0 280 21.6 .317 28.1 278 21.2 332 24.1 272 17.1 332 21.3 286 152 332 198 267 13.3 311 187 260 '3. QA 241 36A 280 20.1 28{ 70.1 258 26.0 791 75,4 262 21.0 281 7J.5 786 19.4 281 21.3 Tod 17.6 281 1- 241 14.8 291 17.1 236 17.5 2@1 15.8 232 ¢.8 230 26.1 TOB 205 230 71.1 205 17.6 230 183 201 15A 230 111.2 198 � +ti4.szZ �.8 218 23.1 797 189 218 104 79{ 16.2 218 16.6 181 14,1 218 !4A 188 x "O is cv o 12014 17.9 187 162 170 t4.B 181 16.J tfi7 W C+) it X {Y fY 6 N a 0 o TABLE 9B a z m(n (0 An her Capacity Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: - St"Ir.te: 47it C-le 3Ak Ccn6, H.W.CMU FA'ed CMU PT Waod Maul DFS ANCHOR CAP.„,,,,,•„ � �� ( )X{ =ANCHOR CAP,,,, Anchor Type: 3118'Eleo Ulm- 114'Elk Uluaom 918•Elm 3/18'EkA Ulwoon 1N'Elco UglacOn tl1'S$Elco 5.16'Eleo 114'SS Elco MEW 012SIM 612 Sicd MULLION CAP.,,,,,,,,, Anchor Clip Patterns Ultrecon Ag9mGaa UIB%w Ag9reG0kr S4rew(G6)Sew(GS) Sctew(G5) USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge ol.tence Oil 1• 2.112• 1 1- 2-1/2^ 3.118• 1' 2-112• r 2.14• 2" 3•1/V z• 0.46• 0.54' 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment{N 7374' 7.14' 1.14' 1.714' Y 1.174' 1-7(4' 1-u4' i-074• 1-114• 1-174' 2' 1318• 1-J18• +Mea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhae@7415•MN.O,C.I Slarderd w Offset alp(Fig.1): 300 an 300 rot 45011U 890115 1414 rot 210 ks z607b. a541bs 740115 3741b9 664 lbs 9401b9 341m3 44211Bs 56au>s OPEN ING,WHEN IT IS LOWER THAN THE MULLION 4Aachore @ 7.15•MN.O.C./Standard(a MOT alp{FV.2), 400 the 700 lb, WA WA N/A WA 3801bs WA NIA WA WA WA 082 ma 88511. 1120 0,4 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchore Q X W.O.C.1(2)246 Angle alp.I(Fla.3): 760,bs700 rbt 680 W 1660114 1896lb6 540 ros 560(b. WA 760 Its NOW 8801b. 1892 ib. 682 ms 805 ib. 112011. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 At-00.54-MIM O.C.I W{1p,Into.100"At=.(Fla.4: WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 95011. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archtt/FClty tFip.Sy: 195 ros 185114 226 tbs 445 ha 022114 135 WS 144078 t77lbs 370 tm 187 tbs 332 ibs 413 rba 170101 727114 264 ms ADDITIONAL AN OPTIONS FROM THE 2 Ancna.(�1.16'MN.O.0 I Faip(Fq.O): &0101 3501bs WA WA WA WA 7�0 9w WA NIA WA WA WA 341 Na /121Ds 56011s ANCHOR CAPACITY TABLE. PRODUCt'REVISED ei complying with the Pllidda COdc FIGURE t: FIGURE 2: Building TABLE NOTES: 1.250' Acmpl-x Ab Vv-0 Is.O j Bzpimlion Dafag-�QpQ� S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B� ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. )NI Dave�mdun FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4YNM rrr -- -- �� QtaY.YNN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' : ��.• ...... '•�Fn CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I L BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. s• ''�r �' IN PAIRS, - ' No,50705 _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - E BLOCK UNIT - .WOOD SHALL . :..O: �'„r r f FIGURE A: FIGURES: FIGURE B: GROUT-FILLED CONCRETBO (CMU))SHALL CONFORM TO ASTM C90100" 1Z_f(�g BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE i 6083-T5 AND BEA MINIMUM OF-100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �(,}••. s A)'OF + ! , .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36,ALL "{` `'..FCOR11)?•',i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100" 'rrS+ ••• \�.' * #10&#12 ANCHORS INTO WOOD MAY BE STEEL,16.6 S.S.OR 410 S.S. MULLION ON, A.C'YNNI MILLE♦�,P.E. FL P.E,#68705 TABLE 10A 9 M281on Capacity Table Pleafte) TTT::: �� OpanlnplAtdfh((orve71ica4,spanrdngmllliors)oropeningHelght(forhorizorla6y5panringmLcions) �KR' Q so In 6010 To m So m 9p I. 100 in 120 in 140 n 160 In 8 0 Ratmputd 7 Recta 0.r 7o n0. Radm ter T O 1.25x3.26 1 ' "0'4 'x' W W'+T&N. RoclantIM Traprrdaop. Reda Oar Trapfrdang. Recta az Trap?dang. Radongatar 71splTduq Rada�gumr TrapRdang. Raetaa9War TrapTriang. o; x•113 I.Dadaeg Lwdim Loading Loading Loading Loading Loading Loading Loading Loadalg Loading Lo4d'ng Loafing LOadalg Loading leading L.Idmp Lading Alum Tub .7' ;,. €� �' s •�' ',. .r .� .• .�, c .s §'� >i MUlllon �. s a e� ams a 0.,e, a a . u �� € ��. e� "se "s 3• �, a v ugg u vg w asg v rao o_ v 0.:a v u v ov v u Y o0. as cla u v v0. n v uvg v ue v v0. '6 ca F P $ 5� $ 7. _ 5 i i9 •o 5 $ 5• S 5 b $ '� a 3'� 5�• sfra $ g•g $ i I. $ 1 Lo d• $nA ��. $s` � $rg �� d`rc � fi`a't � d`� � d'0." �8 do` �e doh .`c' $2 Y'€ $¢' �" d`d �c 80. �G d`t2 �@. d`� �' d`3 �� d`c �+✓ �r2 � 421n 170.0 611 170.0 436 170.0 744 170.0 470 170.0 S66 URD 606 170.0 992 170.0 619 110.0 1116 1T0.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 1700 521 170.0 1983 170.0 621 0 11.) 40 In 170,0 1 708 110.0 624 170.0 650 170.0 S84 570,0 992 170.0 630 1704 1133 170.0 661 Use 1215 170.0 677 110.0 1417 170.0 680 170.0 1700 1700 680 169.7 1919 170.0 60a 148.6 1979 110.0 680 5a626 in 1704 747 004 553 170.0 696 170.0 631 170.0 7046 170.0 664 170.0 1195 170.0 723 170.0 1315 170.0 747 110.0 1494 110.0 766 170.0 1793 170.0 766 1525 tell 170.0 756 733.6 1877 170.0 156 � �S N Uln 110.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 1704 754 170.0 1216 170.0 003 110.0 1434 110.0 837 170.0 1594 110.0 856 166.4 1759 170.0 861 134.1 1759 Ilea 661 117.3 1759 170.0 B51 m p � 60 to 110.0 805 170.0 701 170.0 1063 170.0 797 170.0 1240 17D.0 078 170.0 14t1 170.0 944 161.1 1611 170.0 096 145.0 1571 170.0 1033 120.8 1511 170.0 1063 103.6 1611 1700 1063 90,6 1511 170.0 1063 F 6 63in 170.0 930 170A 145 170.0 1116 170.0 860 170.0 1302 170.0 we 166.6 1370 1704 1015 139.2 1370 Use 1076 125.3 1310 164.0 1082 INA 1370 16S.9 1012 89.5 1370 155.3 ION 789 1370 565.3 1070 � U1 j c 661n 170.0 974 170.0 109 170.0 1159 170.0 903 ME 1248 170.0 1002 136.2 1248 158.6 IDS 121.1 1248 147.1 1000 108.9 1248 139.0 989 9D,8 1210 139.4 978 77.8 INS 129.0 976 66.1 1248 129.0 976 Z 0-i m d� 72 in 167.8 1049 111.0 678 1399 1049 t502 892 tI9.9 1049 132.1 876 104,9 1049 119.1 660 932 1049 109.7 848 63.9 1049 102.7 618 69.9 t043 94.3 825 Me 1049 91.2 820 62A 1049 91.1 829 ,22 76in 142.7 941 149.1 822 1188 941 126.8 605 101.9 9L7 111.2 791 892 941 100.0 777 79.3 941 91.7 766 ?iA 941 869 757 59.6 941 77.6 744 61.0 941 Me 737 44.6 941 73.3 736 ? Q Z 5 N4o 132.0 094 137.6 763 110.0 894 116.9 767 949 094 102.4 763 02.5 694 91.9 740 73.3 894 84.1 130 66.0 094 16.3 721- 65.0 694 11.7 707 47.1 094 67.0 101 41.7 894 66.1 00 Q 9014 859 fill 86.7 695 71.6 67t 74.9 SBS 61A Of 65.3 575 53.7 fi7t 68.2 $66 47.7 511 62.9 558 43.0 671 48.6 551 35.8 571 43.1 639 30.7 671 39.7 537 1 26.9 fill 319 626 N 901. 70.8 590 T2.B 527 69.0 590 61.4 518 60.6 590 53.4 609 44,3 590 17.6 602 J9.3 590 43.0 496 35.4 690 39.6 488 29.5 690 31.7 471 25.3 690 J1.6 469 221 590 29.8 461 �( '�'- CO 1081. WU-3 1 41.1 466 428 414 3S.E 466 37.1 408 31,1 466 32.9 402 21.6 466 29.1 396 24.9 466 27.1 394 20.7 466 23.6 302 17.8 466 21.2 375 16.6 466 19.6 370 LA to On C14 111 In 0302 441 39.1793307 ME 441 11.2 362 26A 441 212 376 229 441 24.9 3R 19.1 441 21.6 363 164 111 19.3 356 14.3 441 17.8 3611201. 4 30.2 37B 31.0 739 25.9 378 26.0 334 22.7 370 23.1 329 20.1 376 21.3 326 16.1 378 19.5 321 15.1 376 16.7 314 CY X t44 in 175 262 17.0 239 15.0 2fit 16.3 235 CV ,Q a O TABLEIOB r AnahorCapaeltyTable fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Z � sOb➢Irala 2.7k Oancrde 35kConc.I haft"cmu FI9cdCMU PTWOW meld (DP")X f ANCHOR CAP.,,,,,,,,`a ANCHOR CAP.,,, &16'Elco 114'55 FJco&16•Exo 114•SS Elco q10 Sled M12SIar:1 #12 Simi \MULLION CAP.--) AnchorCil Panama AnctwType 3rtcface Ul{tatm vd"Eta U9r4con t)Wcon a+teEttoj.A v4•Fxovntacan (GET (G5) (os) USE THIS FORMULA TO OBTAIN THE'ANCHOR p Aggret7ator UNecQI ie ss for 6Crerr ed 0122 scrav Edge slamoan) r 2.117 r 2.112 3-119• 1' 1' 2.12• r 3-178• 7 0.48• a54• 0.624' CAPACITY REQUIRED"CORRESPONDING TO AN E7nhedn4rd n 1314' t.^✓4` 14x4' I314' Z' 1.114• ' 7.174' 1.114' 1.114' 1.714' r tai- I.ver varks ACTUAL PRESSURE REQUIREMENT FOR THE 2AnCroI9Qd.79'MIN 0,C.f Stan o•O05N cep(110.1) Boo Im 300105 404 Ibs 090 Me 1844144 270 lbs s 354109 740112 374109 66dea of6pa 341 IDs 442ws Zlbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archars 01.75'MOL as/standard(or C1ae0CHp Sflg$ 400lbs 70D WO NIA WA - NIA NIA s NIA WA NIA WA WA 6B2 bs 685 Os 1120 les CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnOroIS 03'Mm.O.C.I M 245Angia CIPS/(Fla.3) 760049 no los 0155 7668Ica Iam IDs 540lbs 0. NIA 46a10s 7486. 6801bs 1692 ms 682102 am lm 112o me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMtnts 0.54•Mn.as t U*Ip.mto,100•Num.fF4g 4) IIIA WA NIA WA NIA NIA � NIA WA NIA WA WA WA WA 0500IS CAPACITYWHICH MAY BE USED TO QUALIFY 1 Arctarl FCOp(Flg 6k7651037961bs 225102 4d51b9 8?2Im 135110 e 177103311106 167 lbs 332Iro 473101 170109 221 IOs0LADDITIONAL ANCHOR OPTIONS FROM THE 2AKtm I.IS'Min OC1F nby 240 is 350INS NIA WA WA NIA 6 NTA WA NIA WA I WA j 341 IDs I442148 1950103 ANCHOR CAPACITY TABLE. PRODUCT REVISED us complying with the plod& FIGURE I: FIGURE 2: Building c¢e t�taf101(o•4Z•i8,4S� TABLE NOTES: 1.250° E.1relion Dale_ J902) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M 'Dada Product ' LL1111111/ r 2)LINEARINTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ,w` \n,..•• 'j!C' �i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALEGLE .FOR EXACT DIMENSIONS,SEE 3250" y1GGIJS�C ••, Eo ` ! ; CllP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �f BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nn.5P,705 IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND : •f LY.' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-k.WOOD SHALL O �j tt/ FIGURE 4: FIGURE 5: FIGURE 6: 624' •)'• - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG 4F 0.55.ALUMINUM SHALL BE _� .��'• S 7 TE F t ,;`y • 6063•T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T`CUR10;•' (%;�` • 445°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND AM ALL CSP' ••••" tC`� i i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26'X 325°X.620° 1•J(�pi�t„ I�Rvv` # #10&#12 ANCHORS INTO WOOD MAY BE STEEL.1"S.S.OR 410 S.S. MULLION 1 j' A.LYNnI1MILL ,P.E. FL P.E.#68705 TABLE 11A _ Mullion Capacity Table Bbaet3) Opening Width(fo rveRiceYy-sparWng mullions)or Opening Haight(for horizortattspendgg mullions) "0+ 50 in 60 in To in 1 60 in 1 90 in 100 in I 1201. 1 140 in 160 in rs O 1.26%394 RaUengWaf TrspMian9. R.dnngdar Tmp/fdang. Radanpdar M. flang. Reclalguhr Trapfrdang. RodanpWar Tmp/irianp. RadangWar TupTriang. Radenpular TlapT7docg. RatlnnpWcr Tf pfTdang. Raclanpdar Trapfrrlara. dac Loedm9 Leading Loading Loading Laeding Loading Leafing Lowing Loading Loading Loadwg Leading Lcnd'ag Loading Leading load g Loading Loading ny g %.620 „ Alum.Tube - -. '5.. E ,. to ,�17 .L' E,- .E .8 .E .�^ 'E .E •-- .r .s .F .9s i. .. E E ,. 'Ea Mullion �"-� 1; 4� u s8 a ae g� a :€ s u� v o� a ��, a a� N iao o q u uv u Ga o ua u u' v as v 5 m g ' p a 11 5 t O1z& 42 In 170.01 620 170.0 j 435 170.0 1 744 170-01 418 170.01 868 110.0 1 606 1 170.0 992 170.01 519 170.0 1116 170.01 621 170.0 1240 170.0 511 170.0 14EB 170.0 1 621 170.01 1735 170.0 521 1 170.01 1983 170.0 621 481n 170.0 708 170.0 524 170.0-1 SO 170.0 1 581 170.0 1 992 170.01 630 1170.0 1133 170.0 661 170.0 1275 170.01 677 1170.0 1417 110.0 600 1170.0 1700 170.01 660 1 170.0 1983 170.0 680 1 i7O.Oj 2257 170.0 680 _ 5D.625 in 170.0 747 $70.0 563 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170,1 123 170.0 1316 170.0 147 170.0 1494 1700 756 170.0 1793 170-0 756 170.0 2092 170.0 756 170.0 2391 170.0 75fi [� 0 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 110.0 764 170.0 1276 110.0 803 170.0 1434 170.0 837 170.0 1591 170.0 856 170.0 1913 170.0 861 170.0 7131 $70.0 661 160.2 2{0] 170.0 861 W F DO 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 142 0 878 170.0 1417 170.0 940 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 148.3 2163 110.0 1063 INA 2163 170.0 1063 F U) UJ J 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 0 %0 170.0 1408 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 15fi.9 2060 170.0 1169 131.5 2060 170.0 1171 117.7 2060 170.0 1171 W 7 661n 170.0 974 170. 0.0 789 Inc 1169 170.0 003 170.0 .0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 143.0 1965 170.0 1275 122.5 1966 170.0 1286 ID7.2 1966 170.0 1286 z U)i m 72 in 110.0 1053 170.0 878 170.0 1275 170.0 1009 170.0 .0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 1311.7 1734 169.8 1386 116.6 1734 155.9 1764 99.1 1734 150.4 1352 86.7 1734 150.2 1351 •--1 g c 76 In 170.0 1122 110.0 937 170.0 1316 170.0 1080 168.5 .0 1209 147.1 1566 1652 1285 131.1 IS56 151.5 1266 117.9 1556 141.3 1251 937 1656 128.3 1229 041 1556 127.3 1219 73.7 1656 121.2 1216 o rcZ 78In 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 .3 1246 156.1 1477 152.0 1224 121.2 1177 139.1 1206 109.1 1477 129.6 1191 90.9 1177 116.9 1169 77.9 7477 110.0 I15B 60.2 1177 109.3 1161 Q �, Y 90 in 142.0 1110 146.5 986 11BA 1110 123.9 968 101.5 .9 951 888 1110 96.3 936 78.9 1110 07.5 921 71.0 1710 80.7 910 59Z 1110 71.3 891 50.7 1110 65.6 070 14.4 1110 62.7 870 z (q QN961. 117.0 976 120.3 Bre 97.6 975 701.5 866 83.6 .S 812 73.2 975 78.5 829 65.0 975 71.2 817 fi0.5 975 65.1 807 16.8 975 67.4 789 41.8 975 62-3 776 366 975 49.3 767 X Z 00 C _ELL 82.2 771 84.0 696 60.5 111 70.7 685 68.7 771 61.] 674 51A 771 64.3 65{ 45.7 771 19.0 655 41.1 771 11.9 647 54.3 171 38.9 632 29.4 771 35.0 621 25.1 771 32.4 612 do �� QO Qs_ 11110 75.7 730 77.3 661 63.1 730 65.0 b5A 66.1 730 56.3 610 47.3 770 49.9 631 42.1 730 45.0 627 37.9 730 11.1 fif1 31.6 730 35.6 600 27.0 730 31.9 689 23.1 730 295 681 W M 120 in 59.9 621 61.0 569 19.9 624 b1.2 660 41.8 fi2d 44.3 552 37.5 621 39.2 614 33.3 614 35.] 577 30.0 621 32.2 531 25.0 fi2d 17.7 519 11A 626 24.6 509 IB.T 624 225 501 X U, 177 ? 144 in 31.7 133 35.1 100 20.9 433 29A 395 21.8 433 25.4 ]90 21.7 433 22.4 365 19.3 433 20.0 ]B1 17.3 433 18.2 376 (� (V Q O O 0.agg`� z m 4n TABLE 11 ANCHOR CAPACITY ADJUSTMENT FORMULA: C �m� Anchor Capacity Table(lbs) ANCHOR CAP.,,o,,,,,, suba121e 271(Coren4e 3.5K Com. Hallow emu FfundCMU PTWoed Maar (DR-)X( )=ANCHORCAP... 5/16•Elco 14•ss Eko 5/16•Eko 114•SS Elco Oto Sled a128ied 012 sleel MULLION CAP., ,,.a AnehorCllp Patterns BItC FJco UnrXm UP Eko Unum &16•EIcO Unrxm U4'Eko UNacon act Ug2cm A IeGalor Screw p Screw Suets unracm A9aaC gg ( ) (� (� USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge DSI=e n) 1• 2-vz 1- 2412 34/8' V 2-VK_ V 2-1/7 7 3.1/8' 2' 0.1• a64• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Embednml n 1314• 1-314' I-w r 13'4' z 1-114• 1-v4' - 1-114• I-VIP 1.114• 1-1/4- z 1318• 1316• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArKh*M®4.70 Mia O.C.I mardam or OW Cap Ina 1p 390 ms 990 ka 450 ws �0I)>6 164410, zTo ms zBo nos asd los 74011, 374105 1764IM 946 gE 31110, ddz ws 4970 mn OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anrn7s®1.15•Mia o.c.l s18•4ard(or olseq CBP 1611)z) aeo ms 7m us WA WA NTA NIA 300 we NIA WA WA WA WA 682h09 ees tw 112010 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhors®3'Min.O.C.I(0.215 Alple CBps/(flg 3) 780 ms 780 ms 680 lbs 15M lbs 1898Its 54D07s em los NTA 7601[, 748 ms eao la 189211, 6e2lbs gas lbs 112D Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMh= 0.54*Min.O.C.I ULIIp,Irda.100'AIum.ft 4) N/A WA NIA WA NIA NIA WA N/A WA NIA WA WA NIA WA 1267108 CAPACITY WHICH MAY BE USED TO QUALIFY tArcror/FCGp(Ap 5x 190Ias 195 Its 215 Ws 445 R, en los t3sws 14011, mms 310lbs 197 os 332106 m3106 tTo los 221 m6 2e0 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15 MIR.O.CI FC 067 240 lbs 3W 11n NIA WA NfA NIA 19D Its N/A WA 111A WA WA 341 ms 442108 F 66065 ANCHOR CAPACITY TABLE. PRODUCT RBVISSD u complying with Ibe Fit" 1.250' nore111agCode )Co-oz18•03 FIGURE 1: FIGURE 2: TABLE NOTES: 6xpiM r 'on Dale �D2J • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • Dy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi Dodo @roducC 11111111! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE3: 3.94' �'��.•''1C i:NSt '•.• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS is ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.511705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Cr J/ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL `). �� `O 4•a 11 . FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '•c'1 srnTr_0r• • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .624' 624° ��C�C-'•,,/'(UH(17�• fryer�� .045"T HICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %`S' '••••"' C� ILO-1 I ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ON AM, 0 N10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 1.25'X 394•X.624• A.EVAN'MILLER,P.E. MULLION FL P.E.#58705 TALE 120 ® Y1 h N Publon Capacfty Table 1631516 Opening Width(for vgNcalyspanritlg mUilons)orOpening Height(for horizoMolly-spenntng mullion) 501n 60 In 7o In 801. 901" 500 M 1201n 140 M 1801n 14eetonguler Tre1J111mg. Rednngul4r TmplTdeng. Rolmgulw T'wrdwo. Rodmgdsr T.Pfroong. Reetsnow TreprrdanU. RnoImgWM Trogrilong. Rantsngulm Treprrdeng. Rectongclar TmprTdmg. Rocfmigidm TtwTdeng. 2 X 414.26 lasdng Lodrg Loadog LoadnD Loa" L"ding tuadnp Loadag 1.04V 1R.Q99 Losdng LosGng Laadng 133610 LaadnD Losdng taedig Loadng y Y aum.Tube T11 n S a r �, S 1� Mullion � 8x & 8 ^ &� S 8 G Ti ^ & ^ &^ isa � a o � a asa ae gaN8L' a. 8 a e S in � N 42111 170,0 820 170- 435 170-01 744 1170.0 178 170.6 868 170.0 6118 170.0 892 170.0 619 170.0 IitB 170.0 52t 170.0 1240 t70.0 621 170.0 1488 170.0 521 170.0 1735 170,0 52t 170.0 1983 170.0 624 0 lrl.l 401" 170.0 708 170,0 574 170.0 850 170.0 694 t70.0 892 170.0 630 170,0 1133 170.0 661 174.0 1276 170.0 877 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 170A 660 170.0 2287 170,0 88DUj J 50.6251. 170.0 747 170.0 663 170.0 898 170,0 631 170.0 1048 170.0 084 170.0 1185 170.0 723 170.0 1345 1740 747 170.0 1494 170.0 756 170.0 1793 170.0 768 170.0 2092 170.0 750 170.0 2391 170.0 756 O.m U) 641n 170.0 797 170.0 612 170.0 958 tree 89t 570.0 fife 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 176.0 1894 170,0 858 170.0 1813 470.0 Bet 170.0 2211 170.0 861 170.0 26W 170.0 861 o Q 60 in 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170,0 878 IMIA 1417 170.0 944 170.0 1594 170.0 M 170.0 1775 170.0 1033 170.0 2125 17x0 1961 170.0 2470 170.0 1063 160.8 2680 170.0 1003 � M � 631n 170.0 030 170.0 745 170.0 1116 170.0 850 17e0 1302 170.0 MO 1)0.0 1469 170.0 1015 170.0 1873 170.0 IWO 170A 1&58 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 145.9 2653 170.0 1171 F- CD J 681n 170.0 074 170.0 780 170.0 1160 170.0 Bel 170.0 t3M 170.0 1002 1'70.0 1558 1700 IBM iT0.0 1753 170.0 1565 STO.0 Ime 170.0 1210 IMA 2338 170.0 1275 151.9 2437 170.0 12M 132.9 2437 170.0 (288 a � 721. 170.0 1081 170.0 878 570.0 1275 170.4 1008 170,0 1488 170.0 1528 170.0 1700 170.0 1228 170.0 1913 t70.0 1315 170.0 2125 170.0 1307 145.8 2184 170.0 1488 124.0 21B4 170.0 1529 109.2 2184 170.0 1530 TO Ut 170.0 1122 170.0 837 170.0 1348 170,0 1080 1700 1570 170.0 1208 170.0 1794 170.0 1322 t65.1 1980 170.0 1421 148,8, 1960 170.0 1505 123.8 19M 181.0 1518 108,1 IWO 16(,0 1535 929 IWO 1527 1531 a ' Ib to R0.0 1151 570.0 987 170.0 1361 770.0 Si18 179.4 1851 170.0 1250 770.4 1842 170.0 1360 t62.7 1881 t700 1474 137,4 1681 163.5 1500 114.6 1881 147.3 1473 982 1001 139.6 1459 85.9 1681 137,6 1454 Q 1) r DO In 1740 1328 170.0 114 149.1 1398 1560 1210 127.0 1390 136.0 1108 111.8 13M 121.3 1178 99.4 1398 110.2 tie2 89.5 1388 101.6 1147 74.5 1398 690 1122 630 1398 627 1105 550. 1398 78.9 1098 ¢ 0 1181. 147.4 1229 151.5 1088 122.9 1229 127,0 1070 105.3 1228 1112 1061 B2. 1728 BB.B tON 81.8 I22BUSEMM 7 1229 62.4 1016 61A 1228 722 993 62.7 1228 65,0 1177 48,1 1228 621 067 d ..Z - 1081. 103.5 071 405.8 877 80.1 971 840 862 74.0 971 77.2 849 84.7 971 88.4 837 57.5 0718 1171 58.5 Bib 43.1 875 49.0 796 37.4 B7y 44,0 782' 324 971 40.8 771lh95.4 8Be 07.3 832 78.6 Big 01.8 810 118.E 910 700 0064 O1B 1128 781 63.0 8197 B1B 61.6 774 39.7 919 44.0 759 34.1 BIB 402 742 2BA 919 37.1 7321201. 76.5768 78.6 718 82.9 788 84.5 TOS 63,9 708 65.8 695 47.2 786 49A 6118 4.9 7887 788 40.5 868 31.6 788 34.8 b5J 27.6 708 31.0 847 23.8 788 28.4 871144 to 43,7 548 42 504 38.{ 848 37.0 488 112 WS 37.8 491 27.3 648 281 485 24.3 5488 6511 72.0 474 582 648 78.8 484 15.6 646 17.2 456 147 548 ib.5 448 (J Q O TA$LE92$ ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.2 ZmOs4 AnchorCa acl Table Ib � a u ANCHOR CAP.,w,,,,,r\ m Substrate 27KCattMe 3bkCOru. NmoNemu FekdCMU PTWooO MEW (D?m)X / ANCHORCAP,,,° $ 516'EIeO 1/4•Be Eko 5116'Eko lW SS Elto 81O Wd 0112 Steel 812 Sleet MUI-('10N CAP"°"'"°" AncherCllp Pflkfema � 3'16•FICO U6rdCm Lr EkOUnacdn U-1- -11-EM-1 '16"EICO Upram Ud'Ek0U9r9tOn A eGE Un ccn A foUar Scmw ger ;g (Ors)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distmx08n) 1" 2-Ur 1• 2-112' 316` Y 2.17 P 2-112 2° 3.10 7 o" o.sr 0.024• CAPACITY REQUIRED'CORRESPONDING TO AN Emoeaneil n 1ar4• 1-14• taro' 144• Y 1-1/4" 1.1/4' 1.14• t-1/e 1.1/41 1.114" 2 139• lace• vines ACTUAL PRESSURE REQUIREMENT FOR THE 2AiKhDm i947W Min O.C.I sia5la'd oron;el Cvp ft 182X 3W lbs 390 its 450 Ws e30 ib3 1844 ms 270 Ws 28048 356Ibs 740106 374 IDS 664 It. 0562s 341165 442 W33 5wos OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AaChW®2.00'MUL O.C.)aImd61d WC I)Cup MJL3p 740 Ibs 740 bn 6330 Ibs 1485 VA 1424 IDs NIA 6m to NIA 6051ts NIA 89D ms WA 482 au 8 D¢s it241ro CAPACITY(FROM THE TABLE)OF THE SELECTED SATClwrsg 1-71•MUL O.C.13tnnim.t(Cf 0rsei)C0p Mg.4y eae ms 050 ID3 758166 1946 ros NIA WA 706 tbs WA 700106 NIAWA NA 10221ts 132796 1680 as MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arc1U19449'MIn 0.0./(2)216 At01e CODS/(F104 7801bs 70MM 6809u 1500 pe ING Ibs 6013 5m53 NIA 760lbs 748 WS 800 ltd 1892 w 682166 8861W 1120M CAPACITY WHICH MAY BE USED TO QUALIFY 6A2novs Q rMN.G.C.1(2)216Ao9IeCpls1 pig.67 1173166 117n Be 1at0Jos 234o We 26x4 fts 8/ s 840105 NIA 1140 LS 1122106 132D ins 2836101 50221to 1327616 1600 ms ADDITIONAL ANCHOR OPTIONS FROM THE Macy @1,34-MUL O.C.I UCIIp,We iW NUM.ft 7) NIA ILA NIA WA t1/A NIA WA --1 NIA WA NIA WA WA WA WA 079 ANCHOR CAPACITY TABLE. SAmnD.4 CAP Min O.C.rU-CWp.Into.127 Ahm.(F5g.8k NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA HOl WA 24 tov PRODUCT REVISED 2AnCina Q 268"Min O.C/FCIip(RR BY 3rD ID5 370102 315163 743 Ibs 712M NIA 200 be NIA 348lb1 NIA 660106 WA 341 IDs 4421bs 1WIm as complying.1th 4iw Flmida 3AnC1K 01-lt•MUL O.ClFCttp( .top 443016 625 its 379 ws- 973 Wa NIA NIA 351 Ka NIA Wgits NIA WA WA 511@3 664 Be 840116 AcceptanceiigO N. 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. Expiroti��d;oftaoducti�� FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: YTABLE NOTES: fl MiDllT • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR .1 r Ay! 17 GENERAL INSTALLATION METHODS.' �� ti0,.-••"'••..�!Pyr FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. - •• T 4.000° �•i- • • • • • • • • • • .250" _ n. No.(;87051 3}MULLION AND MULLION CLtPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2t-23.HOLES TO BE DRILLED IN � _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .•U•:�' !!,g (.I' ' S t.'!- FIGURE 7: FIGURES: FIGURES: FIGURE t0: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACS 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '.(! S 1 E OF • •s • • •••fiLNAt-.•' (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTH ERN PINE WITH AN SG OF 0.55. �� 6 .• MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(SB 2"X a•X.25 MULLION ///1SJ��L_ IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /7+ i 111 ♦ • THREADS BEYOND THE MATERIAL.#SO&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR410 S.S. A.LYPSN'M ILLER,P.E. FL P.E.#58705 TABLE 134 Mullion Capacity Table lb&W ® � n OponlngWidth(for143rtica%,sparyirgmullions)orOponinB Haight(forhol(2nrdallysparnirgmi6ons) 50 in 60 In 701. 80in 9010 t06N 120N 1401n Reclanguter TrepIrdan9. ItWantldsr TmprrdenD• Rmtengder Tral0deng, RoclangWer Tre en. Reclen ler Te a NTd 9 g oTdang, Rade#dar iiop77dang Recleagda Trepl7danB. Rectengula T WadsnO Rede g ler TYeplTdpng O 2XSX.26 Load.g LoednO Load" Leading toadr9 Loadag Lang LaadmO taedup _Loafing Leadeg LoadNg Loa4Ng Laadn9 LNdn9 LoadOG Leadne Load,* 4 Alum.Tuba L' r .. r .-, x .•. p .. ., r .-. a ... r r r `'.. ,b r rT171 Mu)nan ll g a �. ggL �. �� g.� �, �s I 11g& -, 33 � � 3h 11 � too � 31 3 N I 421n 170.0 620 170.01 435 170.0 744 170.01 478 170,0 BBB 17DA .506 170.0 092 f7g.01 519 170.0 ISIS 170.0 521 170.0 1240 170.01 521 170.0 1488 170.0 521 170.0 1735 170.01 52t 170.0 i9a3 t7g,o 521 Q Zi 48 in t70A 708 170.0 524 170.0 850 170,0 594 170.0 892 t70,0 630 170.0 1133 t70,4 661 170.0 1275 170.0 677 170.0 1417 170,0 880 17Q0 1700 170.0 680 770.0 1883 170.0 080 170,0 2287 170.0 880 (�() 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 804 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 768 170.0 1793 170.0 758 170.0 2082 170.0 756 170.0 2391 170.0 750 = _ a N 54 N 170.0 7W 170.0 612 170.0 950 170.0 flat 170.0 ISIS 170.0 754 170.0 1275 170.0 803 t70.0 1434 170.0 837 170.0 1594 170.0 6S6 170.0 1013 170.0 661 t70.0 2231 170,0 881 170.0 1350 170,0 881 Lit O 0 601n 170.0 665 t7R0 701 170.0 1083 170,0 797 170.0 1240 170.9 678 170.0 1417 170.0 044 170.0 1594 170.0 886 174.0 1771 176.0 1033 170.0 2125 770.0 1003 170.0 2470 170.0 1003 170,0 2833 170.0 1061 Fmm- J 83N 170.0 930 170.0 745 170.0 1518 170.0 650 170.0 1302 170.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1&59 170.0 1122 170.0 2231 170.0 1188 1704 2603 170.0 1171 170.0 2075 170.0 1171 � _I BSN 170.0 074 170.0 780 170.0 1188 170.0 BOJ 170.0 1381 170.0 1002 170,0 1558 170.0 1088 170.0 1753 170.0 IS% 170,0 1048 170.0 1210 (704 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1288 � �, Z) m 7295 770.4 16@3 1760 678 7104 1275 770.0 7009 110.0 1466 170.0 1128 1760 1700 170.0 1228 510.0 7813 179.0 '7355 170.0 2125 570.0 1387 170.0 2$50 170.0 7468 770.0 2976 170.0 1529 770.0 3400 170.0 1834 'B -u TB In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170A ISM 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 iTO.0 1505 170.0 2692 170.0 1620 170.0 3140 170.0 1894 170.0 3589 170,0 1705 LU Z C�- 18N 170.0 1151 170.0 907 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1642 110.0 1389 170.0 2072 170.0 1414 170.0 2302 170.0 16M 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170,0 xW83 170.8 1786 Q y- J 90N 170.0 1328 17Q0 1544 170.0 1594 170.0 5328 170.0 1868 570.0 7498 170.4 2525 770.4 1853 170.0 2391 570.0 7793 170.0 2858 170.0 1818 170.0 3788 110.0 2125 159,0 3413 170.0 2273 138.5 3413 170.0 2361 Q N q 9SN 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1622 170.0 2207 170.0 1784 170.0 2550 170,0 1952 170.0 2833 170.0 2085 180.0 3188 170.D 2338 137.$ 3188 166A 2470 120,0 3180 156.1 2428 .. pp 108 in 170.0 1594 770.0 NO9 170.0 1813 170.0 1847 170.0 2231 170,0 1870 170.0 2550 170.0 2076 184.8 278! 1740 1275 146.3 2785 101.9 2333 123.8 2181 140.4 2281 105.9 2781 125,8 1234 02.7 2761 116.0 2180 N pOH tit In 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 7832 170.0 2621 170.0 2149 751.8 2832 1824 2245 538.0 2832 548,4 2216 t13.8 2632 128,4 2168 87.6 2832 115.1 2126 85.4 2832 100.3 2068 WX Y Y 12010 170.0 1771 170.0 1568 170.0 2125 170.0 1859 154.4 2252 158It 1881 135.1 2252 141.4 1084 120.1 2252 117.2 1938 108,1 2252 118.1 1815 60.1 2252 89.8 1872 71,2 2252 68,9 783T111.61 2252 01.4 1608 I!- X > W 144 In 525.1 iW4 1284 1445 704.3 1681 106,1 1425 80,4 1581 01.5 1407 78.2 1564 80.7 13M 09.5 SUM 72.3 1373 62.8 1584 65.7 1358 521 5584 58.0 1330 44.7 7584 482 130 1684 H.4 1283 Q N Q 0 � TABLE 13B a Z1101 m4n Anchor Ca acl Table ba ANCHOR CAPACITY ADJUSTMENT FORMULA: :a //ANCHOR CAP.,,a,_ 0 SWatmte: 27k Cvrwrete 3.5X Gonc. HdtowCMU Filed CMU PT Yload Motot (OP,,,)xi =ANCHOR CAP. 916'Elco 1/4'SS Eko 5118'Elco U4'SS Ebo 01081M 812 SIod H2 Sled \MULLION CAP.,,,,,,,, Arwhor type: 3/16'EWo Uluacon v4•Eke U10aoon 3116'FJco UlUecon 114'EWo Ullrocon AggRGoldr Ultrecm AggraGaWr Screw(C5)Saew(05) Ser"(6.5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Aaaltor Clip Pattarna UIraam Edge Dletanca(N): 1• 2.1rr 1- 2.112• a•ue' 1• 2-I07 1' 2.112' T 3.11W r 0.48• 0154' 4.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment tiny, I-Y4' 1.314• fa/4' I-3'4' r 1-114• 1.1/4• 1414' 1.114' 1.114' I-1/4' 2- fare 1.318• Sedea ACTUAL PRESSURE REQUIREMENT FOR THE 2A%hM@4.76'Mm.O.C.Ia--or 069et Crip(F#•182): 3901N 390 Me 450169 1 6901N 1644 ft270101 280 tin 354 W9 740 R. 3741N 684566 -046[be 3411N 442 IN 580 tN OPENING,WHEN IT IS LOWER THAN THE MULLION 4An011M 64.88'Min.O.C./8W.Wdl.Offsel)CUP(F#,3): 7602. 7601N ON Ws I 1780lb3 3232@9 540 Ills 5601N 708 Um 14801N 7461N 1272IN 1092 Sas 6821N 8851N 11201N CAPACITY(FROM THE TABLE)OFTHE SELECTED SAnotwm a 1.71-Mtn,O.C.I Slandwd(or Oftel)Clip(Fill,4): 1180[be 14001N 1010 IN 2595 IN WA WA D40 IN WA 1065lbs WA WA WA 1363 W 17701N 22401N MULLION.iT WILL YIELD A MINIMUM ANCHOR 4AncWsOr Mh O.C./(2)21t5Argin Clips/(Fig.S). 7801N 760 b 6801N 1%01N 1896 W9 540 IN 6601NWA 7601be 7461N 8801N 18921N 0621N 6851N 11201N CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anctws 3•Min O.C.!(2)2,5 ADDS.pipe 1(Fig.IT 1580 IN S560IN 1360 iN 3120IN 3702IN 1080IN 1120 IN WA 1520IN 1498 We 1760(N 3784 IN 1363 Ile 7770 rN 22401N ADDITIONAL ANCHOR OPTIONS FROM THE 72 Ar•Nm(®1.5'hUn.O.C.I(2)215 An0N Gips/(F#•7): 16601N 21001N 14401N 2760 IN WA WA 1320 Ws WA 15001N WA WA WA 20451N 2851 IN 3380 Wa ANCHOR CAPACITY TABLE, 4 Amhm @ 7.34'MN.O.C.J Uaip.W.A25•Alum-(F#•8). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 IN PRODUCT REVISED 8 Ambom®DAV MID.O.C,111471p,Into.125•Alum.(Flp.B): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2881 Ws N camplyill8 Widl 704 Pltxtda 2Anc6rnaQ4-68•Min.O,Gl F-Cfip p#-tOk 380 Ws 390166 4547N too IN 1616 IN 2701bs 280IN 354 Ws 746 Ws 374IN 578 tN 948 tN 341 Ws 4421N 560@s ('"-2.000'--"•I Du(Id6lg Codc 4 Arrchaa 1.71-Min.O.0J F-CU (F#.11} 5901N 700 IN 5051N 12981N WA WA 4701N WA 5331N WA WA WA 8B21N Ba51N 1120166 A p7aaca INC.10-021a.03 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250" imll D, ?OZJ TABLE NOTES: By FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8:FIGURE 10: FIGURE it: Miami do Product- • • • • • • • .. • • 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. �� 1GtiDlSC F9 s s •• • 6.000' 'q• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =» plo,89'!05 • • • • • •• • • 21-23.HOLES TO BE DRILLED)N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �p�,Ij''" V 6 (Y CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ),'�• „tt.' 1 .•u t (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL SE PRESSURE-TREATED JO ATL OF EEnnn -HPAIRS. 6.7) ` t pRR1;•MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60133.75 AND BE A MINIMUM OF.125' �` x USED lxTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAU .STRUCTURAL STEEL TO ��>,15) {��BE ATLEAST.125'THICK AND 436.ALL ANCHORS tNTO METALSliAi-L EXTEND AT LEAST 3 SCREW f/r j(?t�j`t'111 THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. 2'X 6'X.25' A.L`l U MIi CL R,P.E. MULLION FL P.E.#58705 TABLE 14A „ Mullion Capactly Table Ibstfe Opening Width(for4erllcaly-sparelltg mtIllorls)or Opening Helght(for hod zontalyspercing m illons) p 501n 60 in 70 In 80 In Soto 100 to 120 In 146N 1601n u3u3tt o Reclargular Tra#Ti m. Reolan9N9r TraprTrlarg. RnetanguWr RopfTda,g. Rectarprd.r Tre#nW a. Reolar&w T.9filug ReoWngalar Tra#nNrp_ Realan0ular Tr■#Tdarg. ReclargWar Tra)Y7nang. 9--orgular Traprrdeng. 06 ti 1.2$°1c 2.11" Loadfrg Loafing Lcwrg La7iln9 Loadwo Loading Lowing Lood4 LoadBg Loodne loading Loadrg Loadug Laadlg LodinO Loadag Leading tnadip Tuba Mull g � N 42N 144.2 320 167.0 428 120.2 526 14fl8 418 103.0 526 138.9 474 00.1 528 134.8 411 80.1 628 134.1 411 721 S28 134.1 411 80,1 626 134.5 911 51,6 526 134.1 411 46.1 526 134.1 411 W J r60. 58.8 403 tOflO 333 80.5 403 94.7 325 60.0 403 88.4 320 60+ 403 81.4 3tT 637 403 79.1 3}6 4A.3 403 788 314 40.3 4IX4 78.8 354 31,6 103 78,8 314 30.2 +03 78.5 354 _ 6=6 In 82.S 362 91.0 301 68.6 382 70.3 294 58.6 362 Tie 289 51.6 362 87.2 288 45.7 3622 64.8 204 41.2 362 838 283 34.3 367 63.6 283 29.00 362 83,5 283 26.7 3B2 63.6 283 54 In67.8 318 74.1 267 56.6 316 64.2 261 486 318 57.7 258 424 318 635 261 37.7 318 50,6 260 33,8 316 40.6 249 2fl3 31B 49.1 248 74.2 310 99.1 248 21.2 ate 48.1 246 O� 49.fi 258 b31 210 41.2 268 46.2 214 35,3 268 A0.7 250 30.9 258 32.2 202 27.6 ?S8 34.9 204 24.7 268 33.4 203 20.6 258 32,2 20} 1T.T 268 322 201 16.5 268 322 261 r!)427 234 15.8 2DD 35.8 214 39,1 185 30.6 234 34,7 182 28.7 234 31.8 189 237 234 28.4 1B0 21,4 234 2fl0 184 17.8 234 266 167 75.3 234 265 183 134372 213 39.4 tea 31.0 213 337 170 26.5 213 29.8 178 212 213 27.0 173 20.6 213 25,1 170 188 213 23.7 169 15.6 213 23.2 187 13,3 253 220 188 11.8 213 22.0 i6e Q.g �. 721, 28.8 179 30.1 155 23.9 178 Me 162 20.4 170 22.5 149 17.8 179 20.3 147 159 179 18.7 t46 5 ge 78N 243 181 25.4 140 2A3 181 21,8 137 17.4 181 18.0 135 16.2 161 57.0 133q1 o LZ- ?a in 226 ta2 23.5 133 tfl8 162 i0.8 131 18.1 16Z 17.6 128 V TABLE 14B r ¢ o ANCHOR CAPACITY ADJUSTMENT FORMULA: tV AnchorCepacl Teblepb■) 4 Z susuate: 2.7CCtxtcrete 3.scGtre. Slorowcmu ANCHORCAP.,,a,,,,, _ I-• X• ..0 0 FBkO CNu PTwom µNal (DR,,,)X `I ANCHORCAP._ U) r B 8*- 51t6•Eko 114•SSEk0 6r16•Eko U4•SSEko 0010 Steil 812 Steel NIZStce1 �MULLjON CAP.r,,,,,,,,f r ArGwr lypc 31t6•Eko UIlrBDon vM FJcounrxm 3ri6•EkoUllmon 114'Ekoulliacm AgPGata tntaon AggAu 8gtaw(CS)screw(c5) Scan,ps) USE THIS FORMULA TO OBTAIN THE•ANCHOR U1 AnallorCBp P■tkama udracm (V Edge olstatxe(N) t• 2.12 1• 2-1rr 3-ve• 1• z-trt• 1• 2.1rz• 2' 3va• o.ae' 0.54• 0.3200• CAPACITY REQUIRED'CORRESPONDING TO AN X Enfltemtsti 8nS lara• 1.3rc 134• taro" r tare• 1-Ira• t-vr tore• 1•LT 1-v4' tea• tare lases ACTUAL PRESSURE REQUIREMENT FOR THE 4 Ar,clpri®3'Min O.C.I C-0 2(5Aroe Gips I(Fig.1} 7801DS leo ros seolm 1591 es te96 96 sao Ns rho ks wA 760 Ns Tae ma s6o us testae ws 666 t>x 14391os OPENING,WHEN IT IS LOWER THAN THE MULLION .q O O CAPACITY(FROM THE TABLE)OF THE SELECTED t1 ~ m0 . MULLION.IT WILL YIELD A MINIMUM ANCHOR r4o: CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r.-1.288"-^j SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, I (RP.uUCT REVISED os cmeplying with the Flodda -� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. DuildinR Coda FIGURE 1: Aemptm No f�'�Z ••'�3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bxplmtion haze /jp/f, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHF-ECS 21-23. 2.118• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. wt, , Dad"-1-1, ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC!301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 126" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490,WOOD SHALL BE PRESSURE-TREATED `�� (4Y(14 hftjl YELLOW SOUTHERN PINE W ITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125" T �''��•'^ N9 •�'P THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT f 1,28•X 2.11'X.125'MULLION Y: ••.-;t r LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULUON) =^„: NQ,68705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1$-8 S.S.OR 410 S,S, �. A.LYt NIMIIiLt�,P.E. FL P,E.#68705 TABLEI5A Mullion Ca ac Table IbsN? Opening Width(for vertcalt sparringmWions)oropening Height(for hotizon!allpsparrirgmfions) 11"s w 501n 6P In 70 N 60 N 901. 1001n 120[A 140 in 160 N • u- v$1 O RecOangutar RapMano. FfiediengWar irepttgaryt. Rectergu!er Trap7Malg. Rectan<}Wr TrapTdeng. Raotangilar TrapTdang. Recteog<4ar Tmp/idang. Reatengdar 7repOfeap. Reele�.iar 77ap7idang. R4•dlangWar TrapfTde.g. 8 3,25"3Q LoedNg LoadnB LoadnB Loafing LDadng Loafing LoednO LoadnO Loafing Loadne Loafing Loafing Loafing Loafing Laadne toedn0 Lowing Wadng 4x SSSS . DEO.AL 2 r r r r r r r r r a r r r r r r r r r s BAY MULL a •a a a a,,.. a a a a o., z.. g a.. a a a �� a a � �� a a LL 123 z 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170,0 808 170.0 508 170-01 992 1170.0 519 170.0 1116 170.0 521 170.0 1240 17e0 521 170A 1486 170.0 621 170.0 1738 170a 521 140,1 1740 170.0 521 �3 LLI 40N 170.0 700 170.0 624 170.0 050 170,0 664 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1177 170.0 660 1522 1622 170.0 660 130.6 1622 170,0 680 114.2 1522 170.0 860 50.8251. i7o.0 747 170,0 563 170.0 886 170.0 Sat t700 So46 170.0 684 170-o 1195 110.0 723 570.0 1345 170.0 747 164.2 1443 17ce 756 !36.8 1443 170.0 756 117,3 1441 170.4 756 1076 14431170.01756 UJ Q o U) 64 to 170.0 787 170.0 612 170.0 956 170.0 e91 570.0 1118 170.0 764 770.0 1216 170.0 603 160.4 1353 170.0 637 144.3 1353 170.0 660 120.3 1353 170.0 661 103,1 1353 170,tl 687 80.2 1357 170.0 661 CD M 0 6014 170.0 665 170,0 701 170.0 1063 170a 797 167,0 1216 170.0 816 146.1 1218 170.0 BM 129.9 1210 1595 SM 110.8 1218 152.1 024 87.4 1216 146.1 913 53.5 1218 148,1 913 73,1 1216 148.1 013 1-- I J U 63 In 570,0 830 S7eA 745 1780 7118 SJOA 650 160.2 tlSD 188.8 933 131.4 7760 543.0 914 116.8 1160 141,9 898 105.1 1160 134.2 866 57.8 1150 128.7 @Ti 75.1 1Sfi0 126.2 870 66.7 1160 126.2 070 a m ray 60 In 170.0 874 170.0 789 152.4 1048 165,8 681 130.8 1048 148.6 084 114.3 1048 133.1 650 101.6 1D4B 123,} 039 914 1040 116.6 SU 70.2 1046 100.4 821 65.3 1045 106,2 516 57.1 1048 100.2 818 2 (1) 72N 140.8 680 147.9 784 117.4 BBp 126.0 746 100.6 860 110.6 734 80.0 060 100.0 722 78.2 6D0 92.0 712 70.4 860 662 703 60.7 680 792 693 50.3 800 76,5 605 44.0 860 76A 688 = -! IL 3 76 In 119.7 700 125.1 650 me 700 1084 676 85,5 790 03.3 663 74.8 700 63.9 652 66.5 790 76.9 643 58.9 790 7t.T 635 48.9 790 65.1 824 42.8 no 62.1 618 37.4 7011 61.5 61T �f 78N 110.6 750 115.6 687 92.3 750 88,1 844 79.1 750 05,9 032 69.2 750 71.1 821 61.6 750 70,8 812 65.4 760 8$.7 005 .40,2 750 59A 594 39.6 750 60.2 686 34,0 760 65.6 588 00In 72.1 603 74A 600 60.1 663 62.9 491 61.6 683 64.8 483 45.1 5M 48.9 475 40.1 503 44.4 466 38,1 583 40.9 462 30.0 baa 36.2 452 25.8 563 33,3 444 22,5 583 31.8 442. m N .- 00N 59.4 495 81.1 441 49.5 495 61.5 435 42A 495 44.6 427 37.1 495 39.9 421 33.0 495 36,1 41$ 287 405 332 409 24.6 496 28.1 400 21.2 495 20A 304 18.8 405 25.0 390 ~ 111 60 aC 106 In 41.7 391 42.6 353 34.0 391 35.9 340 29A 391 31.1 342 26.1 311 27.6 337 23.2 391 24.0 333 209 391 22.8 328 17.4 391 18.7 321 14.0 391 17.0 316 (D D' 111 in 36.4 370 392 335 320 370 33,0 330 27.5 370 29.8 126 24.0 370 26.3 320 21.4 370 22.8 316 19.2 370 20.9 312 46.0 370 18.1 305 DS Ll Q tY 5201. 30.4 317 30.9 289 25.3 357 26.0 284 2f.7 317 22.5 280 10.0 117 t&9 276 189 317 t7A 273 U g 1441. 17.8 220 17.6 1 203 Q..M ¢ O O � Z CL m� rq TABLE 150 ANCHOR CAPACITY ADJUSTMENT FORMULA:. Anchor Capacity Table(the) ANCHOR GAP., ,, X Subslmla: 2.7k Concrete 3.5k Cone. Notion CMU Ked CMU PT Wood Mala] (DP)X( )=ANCHOR CAP,,,, 5tifi'Eko 114*6$Eko S'ie'Etco 14*86 Eko 4106]eai #7261eet 91281etl MULLION CAP.,,,,,,,,, AnchorCllp Patterns 11°r7yPe' Will!Zito Ulitacan 174•Eko Ultrecon Ulamon 3lt8•Eke UtIrwn 1/4'Eke L6bacon AggmGOEI. Unman AW.Galor 6c"105)Scum(GS) Smew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Ci618nee(Nk 1' 2.112• t' 2.12" 3-178• 1" 2.12' P 2a7r Y av6" 2° 0.46' 0,54` 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN E.boonent pnr 1314' 1.374• 1.3/4° t-314• 2' 1.174• 1.074" 1.174• t•1/4' 1.1/4• t•114" 2• 1378• t•SB• adeo ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhm Q5'tAn.0,C,7(2)2x5AngNa%ps 1(02.1k 3801ba 390Ibs 4501bs 690 Ma neoM 2751 tba 2801bs 3541bs 140ioa 3T41bs 720Im 946 Ms 341 ws 442 tM 580W OPENING,WHEN IT IS LOWER THAN THE MULLION It""' t" 4$3.5.6tin:O.C.7(2)2x5 Angle naps/(Fla.2): 780 ibs 7601De 780 ibs 1870IW 2525 It. Sip 10.1 5801bs Wa 1120 im 746 ibe 880 itis 1892iba 682 ios 685Iig 7520It. CAPACITY(FROM THE TABLE)OF THE SELECTED 9A.cMrat'02T1'MIn.O.G.!(`4)245 Angte aps l4Ff0,Sr 1f20IW 112010.s BSB Ios 22481ba 22541bs WA Dog lba WA 10591Es WA 13201bt WA 10221be 1327 Iw 1680 uu MULLION.IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PReA)UCC REVISED TABLE NOTES: m cnmplyin6 with 910 Flo" Building Codc Acceptance No 14•02.18.03. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, ><plmtim Data /�Z1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi Dade Preduct ,11111!1171 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" �t�` {L 1 Aft • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. •)0\-1 •••••,••••��F �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° ••.•`L1p[:IdSi=' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 303 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED • « • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ •'��_ 173/1., ( r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT .0 . ��( g (� :7J= LF�;ST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30•BAY 'jJ'•, $TATE 1. ((/ MULLION • • THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAY 8E STEEL,18 S.S.OR 410 S.S. ��'�� •••,Fl,ORLDQ:•'��C94,��~ ANGLE CLIP(FIGURES 1 -3)MUST BE USED IN PAIRS. ',frv�� 1�0 A.L1)NN M(CL!�R,P.E. FL REN 68705 TABLE 160, � - Mullion Capacity Table Ibse Opening Width(for vaitcelVsparyting millions)or Opening Holght(for IlDdwnlally-sparrlrg mllllons) 50 In Bo In 70 in 80 in W In 1W In l201n 140 N 1o81n O Rnctagdu TrepTdent; Reclsingulsr TrapTda4g. Recangilar 7repTd Rectengdar 71,011009. Rnctange!ar Tre�NTit Rectancefer TrepTrlan9. P-1110"m TraplTdang• Rectangular Traprrdsng. llectenpdar T4sp/Mang. 3,25"45 Loafing loadng Laadn9 Leafing Loafing Waring Leedng Loading Loaa6g LoadnB I,eadnp Leaut619 loau9n9 LoadnB LaednB LaednB L.oadn9 Loadn4 v DEO.A6 _ a a �_ _ za _ a a _ d BAY MULL . m € a €� tO 'a � s m e f � a Na 4214 470.0 820 170.0 435 170.0 714 170.0 418 170A 888 170.0 5W 170.0 902 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 Pea 521 170.0 1735 170,0 521 160,3 1871 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170,0 992 170.0 630 170.0 1133 170,0 681 170.0 1275 170,0 877 170.0 117 170.0 060 163.7 1637 170.0 860 140,3 1837 170.0 850 122,8 1837 170,0 8W r4.e26in i70.0 747 170.0 503 170.0 596 170.0 831 170.0 1046 470.0 684 170,0 1195 170.0 723 1700, f345 170.0 747 170.0 1404 1704 760 147.1 1552 170.0 758 120.1 1552 170.0 768 710.1 1552 170.0 758 64 in 170.0 707 170.0 612 170.0 958 170,0 681 170.0 1116 170.0 764 1704 1275 170.0 603 170.0 1434 170.0 837 1652 1155 770.0 866 128,3 1455 170.0 801 110.0 1455 170,0 601 97:0 U66 170.0 884 LU O co 60 In 170.0 665 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 678 157.1 1309 170.0 944 1393 1309 170.0 BBB 125.7 Me 163.5 804 104.8 1300 157.1 982 89.8 1309to 167.1 982 70.6� 1308 167.1 962 {�- � tD J 0464 ftl) 930 170.0 745 170.0 1116 170.0 850 182.9 1247 170.0 046 142.5 1247 1845 483 126.7 1247 152.6 965 115.0 1247 144.3 052 05.0 1247 130.2 038 8tA 1247 135.7 935 71.3 1247 535.7 935 W 0814 170,0 871 170,0 789 170,0 1189 170.0 903 1480, HBO 183.7 085 128.8 1190 147.0 945 115.4 1190 138.5 928 103.8 1100 128.4 014 88.0 1100 118.5 600 74.2 i1BP 115.1 893 64.0 1190 118.1 093 Z 2'0 �z> 7214 161.8 1010 169.8 877 134.7 1010 144.0 059 115A 1010 127.2 042 101.0 1010 114.7 828 830 1010 MA 817 5018 1010 go's 607 07.3 1010 00.8 705 57.7 Will 87.8 7011 SOS 1010 57.7 ]80 ? IB to 137.5 800 743.6 TB2 N4.5 908 S22P 775 98,1 988 107.1 781 818 808 982 Trig 78.3 906 082 736 68.1 906 823 729 67.3 906 74.7 718 48.1 Ke 71.2 710 all NO 70.e 709 Q �� 7a In 127.1 eel 132.5 754 105.0 861 112.5 738 040 851 080, 725 79.4 eel 68.5 713 70.8 601 61.0 703 63.0 861 76.4 004 63.0 881 68.1 661 450, 801 64.5 675 39.7 801 63.7 672 Win 62.7 646 85,4 574 68.0 648 721 584 59.1 646 Me 554 51.7 018 56.1 545 40.0 646 50.0 637 OA 848 47.0 530 345 646 41.5 519 295 646 38.2 511 26.9 840 36.b 507 z LT,1 z -C.1 � 9861 68Z 586 70.1 505 5e.8 588 69.1 409 48.7 588 51.4 401F21-8 568 45,8 463 37.9 See 41A 578 34,1 566 30.1 470 25.4 568 33A 459 24.3 508 30,6 452 21.3 %a 28.7 447 {jy lU 10961 4]0, M9 455 405 394 MB 41Z 390 34Z 440 36,7 393 449 31.7 387 26.8 MB 28.8 382 23.9 440 26.1 377 20,0 M9 22.7 388 17.1 Mg 200, Sal 15.0 449 18.8 Me rKN o 0 111 in 44.1 425 45.0 365 38,8 425 37.9 370 31,5 425 32.8 373 425 29.1 387 24.6 @6 20Z 382 221 425 24,0 358 18.4 425 20.7 350 me 425 18,6 343 a LUw LU 0 � � 42061 34.9 384 355 331 20,1 384 29,8 326 25.0 385 26.8 321 304 229 317 19.4 364 205 313 17.5 384 18.7 309 Q U) ?� 144 20.2 253 20.4 233 16.8 253 17.1 230 Q d' 6, Q Z TABLE 168 a�@ °Q�o ANCHOR CAPACITY ADJUSTMENT FORMULA: g � � AnehorCo acI Table(lbs) $ A ANCHOR CAP.,,,,,,.,, SUWUaIn: 2TkGlvkrelo 3.5kCMa. HWaxCMU FdedCMU 0790000 m etal (OP„w)X 1 ANCHOR CAP.,," AnolwrTypa: 3118'Eka U160abn 114"6co Vllmon 5116'Eka yt0'Eka VlVaaon 114'Eka ltOmcon 174'as Eke 6116•Elm 114'33 Etco "IO Steel o123tsai MULLIONCAP ,Anchor Clip Patterns U6racw A41081w Ulnaaon Aic eGOW Screw(G5)Sonew(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Eaw Distance 0n} s' 2-112' r 2-172' 3•Irs' I' 2-lir r afar r 3.118• r 0Ae' 0.54• CAPACITY REQUIRED"CORRESPONDING TO AN E0nT 1.314• 1-34- ty4" 1.314' r 1.1(4• 1.11' 1-114' 1114' 1-114' t-v4' r i1vw 1-318• ACTUAL PRESSURE REQUIREMENT FOR THE 2AnctMa�b'Min.O.G.1[2)2x6 An91n ap47¢g.1): 3w Itis 390IW 4501bs 880 ms 17W@s 270IW 280tas 354164 740 be 374lbs 7201be 946Ns 341 Ins 4421ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anaiwua Q 35'Min O.C,i R)245An9k aps I(Fp.2), 7801be notes 790IW 1670 ibe 25251w 540IW 590IW WA 11201be 748 tW 880 Ibs 1692Ibs 682IW 685 ihsCAPACITY(FROM THE TABLE)OF THE SELECTED 6 AttWrus 02.71•MIn.0.0.1(2)216An9k spa/ q.31 11201os 1120190 9581bs 2246190 2254IW w0, 640IN wA 1059Ibe WA 132016810221os 1327190 MULLION.IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM HE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: u TABLE NOTES: complying with 918 Flariml Ilaitdurg Coda Acwpwlcb No ifo•a218.a3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ex irnlI-Date SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mmni Predect HOLES TO E DR3)MULLION AND ILLED ION THEFIELD FOLLOWING DIMENSIONAL NS ONAL RESS SHOWN ARE NOT TO SCALE.FOR TRICTIOCT NS SHOWN ON SHEETS 2MENSIONS,SEE SHEETS 1-223. .12b• 45* `�``u^\(LYNN Apry(�rlrr • • • • ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ,\'`;-'y1t;i:NSr '•�`� ;, 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ;.1`f r FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90,WOOD SHALL BE PRESSURE-TREATED •' • • • - YELLOW SOUTHERN PINE WITH ANSGOF0.55.ALUMINUM SHALL BE6063-T5 AND BEAMINIMUM OFA25' Ti,:J]� $ �j ,t/�_ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT t� LEAST.125"THICK AND A35,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY /r 7 MULLION %-P S pTE:OF r • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. '�,( •.-A')'l-t-o(`••'CJ•.`+ ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.I.NN)fyll (2R,�.E. FL P.E.#58705 ap,N m --' 1.000' 1.000' r- "'� r A� --( 1.000' 1.000'r. � 2.750' . .126" 125' ai. 25" 3.188" 2.750' .125' 3.125' so .125' D1375' 25' rII .12.5' LO 21 2.000' .266' 2.116' N 125" 125' to oR � �4 W r OL35' T hamo�•+• W 1"X 2X.125'MULUON 1"X2"X375'MULLION 1'X 2.75'X.375"MULLION 1'X 2.75'X.050'MULLION 1'X3.125"X.6'MULLION 1.25"X3.188"X.265MULUON 1.26'X 2.11'X.125'MULLION a^ = 6063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM, 6063 T6 ALUM. 8063-T6 ALUM. 8063.76 ALUM. 6083-T6 ALUM. XSECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION X•SECTION LL1 0 0 Z 0 00 �---.125" f--•.125' -'1 9 to I.125- fl) Ir TABLE A z LU m STANDARD CLIP t I 2X5ANGLECUP Dimension Value(in) For Mullion: 8083-T6 ALUM. 6063-TG ALUM. ❑ 2.000' I X-SECTION 2.125' 2.000" XSECTION Z U-CLIP A 1-.825 1'X2'X.125° Q d •" I 6083-Te ALUM. ,125" B 2.8 F- U '- Aluminum Q m o ,125' X-SECTION C 0.895 Z O N Tube Mullion Z Z 00 o D 0.740 y Q. A0 mr. .125"]�•740"F-- A 1.125 V X2'X.375' LU --a B y B 2404 Aluminum U) 5.600" CUTHERETO .375" 5.000"---� C 0•� Tube Mullion U O Q .375" 3'125" �_CREATE F-CUP,SEE MIN. .375'MIN. I� D 0.490 Q z O O MIN. DETAIL F,SHEET4 3 8 IN A 1.875 �� m0 mO -------� I ------- I A A IF - B 3.000 1"X2.75'°X �� U•CUP A __ �L_ _____J L_______J 6063-T6 ALUM. ------------ � 2X6 ANGLE CLIP C 0.767 .375AIUminOmTOPVIEW 6063-T8 ALUM. D 1 118Tube Mullion ILTOPVIEWSTANDARD CLIP CHOR HOLE MUST LIE WITHIN THEE .450 Mln. 6063-T6 ALUM. DARY.SEE SHEETS 6.17 FOR THE A 1.312 1'X2.75°X CEN TER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116'. B 3.000 ,650' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.478 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-1116". SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part# A 2'� ^RODUCT RBVISBD 1'X 3.125'X .375' ANCHOR HOLE Mull Dimension(sheet#) B 2.637 -c..plying with 0°FtKM 5.500' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip AnOIe ClIP 500"Alum D-1.3 Code .375' MIN. DIAMETER r 1116'. C 0.863 Tube Mull Accepfw'c o(�0'021>j"D3 MIN. 1"X2"X.125"(5) 66605 666113M 6681118M 666243M 666511M D 1.137 pi Date Qp2! �- -- -_____I____________� 1"XT'X.375"(6) 666006 666114M 6661119M 686244M 666512M A 2.625 ny 1.25'X3.188' Mian Dado Pruduet 1"X 2.75"X.375"(T) 66607 666115M 6661120M 868245M 668513M B 3.282 X.285°Alum We B V X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M p 0.82 Tube Mull \\��``� I -------, D i 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M I I I 0 I 1.26'X2.11°X �tib'.•\`GrtdSF- 1.25"X3.188"X.266 12 66641M 6661117M 6661113M 666241M 666516M ` ( ) A 1.813 .121"Alum `-------- -----� 5870' I 1.28"X 2.11"X.126'(1 8) 69370 WA NIA NIA 666517M 'ube Mull •_�,; Ido- = , O OFFSET CLIP NOTES: .125' 6083-T6 ALUM. •�•. 11 ��;�11J` I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -•� SIA L O \•.` .740'-H-�-^I :O/.�•'•..!1011% \ P. ('�� . r8 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE- '�S'g� i A1,:-�,•` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A FL P.E.#58 05 E 1.000- 1.062*1 .740' .062" .125" .062 1--.126' .438' 4.00V .125' 4.000' 4.00" 2.625' 2.000" STANDARD CLIP 6063-T6 ALUM, 2,125' 2X5 ANGLE CLIP .126* X-SECTION U-CLIP 2.000" Eel 6063-T6ALUM, 6063-T6 ALUM. .125' .125e* A26" X-SECT;O' X-SECTION .126 .031" 0 O 0 .126! CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .1 .375' DASHED BOUNDARY.SEE SHEETS&20 FOR THE ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR 1. co Of HOLE DIAMETER:ANCHOR DIAMETER 1/16*. 72 1 4"X.125.-T '-X 4r*X.375V V X4"X.375" w 0 MULLION MULLION `T•-MULLION m 6063-T6 ALUM, 606346 ALUM. 6063-TO ALUM, 3.1251'- RE TO 75, 6.000, .375' :3 Z X-SECTION X-SECTION X-SECTION .376j � ��-�rrR,.-T1ECLIP,1,EE 0 1.260' -1 i z MIN. DETAIL F,SHE MIN. C/) 7 .375" :3 LU M CENTER OF r---------\------------ :E .375' 1.250' 1.250 ANCHORHOLE MIN. MUST LIE WITHIN t z2 THE DASHED < BOUNDARY.SEE 0 2.875- Z 0 SHEETS 5-20 FOR I- Z 3' 1.260- 62 0 3'1 .431 r, An--Li ALUM. �,2 2 E, 6 T .12, .311 N .X q 3.W THE ANCHOR D.C. z op o DISTANCE. < 3.250' MAXIMUM Z-g a 3.250' ANCHOR HOLE w 0 .100, DIAMETER: I CC -a ACT . -i U) -------- ANCHOR L------- ------------- DIAMETER+11161. 0 0 t1'2724"O"[ z U) 2XSANGLECLIP .100' .624" STANDARD CLIP U-CLIP 6063.78 ALUM. ._ I I -- I I _f 6053-T6 ALUM, 6063-TB .820' 1- ---1 .820' 1- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW Z WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X3.25'X.I00' 1.26'X3,25'X.624* 1.25"X1k94X.624' SHEETS 6-20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 6005-T.5 ALUM. 6005-T6 ALUM- 6005-TSAWK DIAMETER:ANCHOR DIAMETER+I/I(r. Dimension Value(In) For Mullion: DImenglon Value(In) For Mullion: X-SECTION X-SECTION X-SECTION &687 'X4'X -F -778-3e 7.25'-X3.25- G 00 .126* G 0.500 X.624" 5.500,-------------I �43$ Aluminum 2.861' 3469- H 2680 Alwnimxn H 126- i 3.000 Tube Mullion 1 3.250 Tube Mullion 1.377"--A .125 1.677' MIN. 376" F 4- F 2,625 0 0.757 .3751 G 1.126 X.824 ------- --T H 2430 Alurrinum H 1.500 Aluminum "tDUCT REVISED I 3.000 Tube&'T 1 3.250 os complying wilts ate Florins F 2260 1.26'X3.25' i TT.02111-11191101,it D-ilding Code .125' 10 0.760 1 F 1 2.875 1 Accoplum 14o 03 1,37r- -1.117K- D 'VER=CH'0JR` DIA ,6'7 G ODD "0 LL0' 3.2 ZO b .125* 45V' 2'.2501 1.506 Dm 30* El 3.250 Tube Mu91on H I y 'un�� 3.250*46-BAY MULLION 3.25 TABLE Q ligun,Dedc Product 30*SAY MULLION 606346ALUM ------- ...... �Q T" OD83-T6 ALUM. - ----- Mail Dimension PGTPurt# 0 X-SECTION I il X-SECTION i (-hoot#) Mullion Std.Clip OffsetCllp U-ClIp Angle Clip ............ G OFFSET CLIP 1-X4-X.125'(10) 69364 W6111M 601122M 866241M 666510M V •125" t 6063-T6 ALUM. 1-XV X.375'(11) 66610 666112M 6661123M 66624zM 666519M .228'-,�-.98v--4 .226, TOPVIEW wo.53-705 NOTES: v X4-x.375--r(11) 6W53 666112M 6661123M 666242M IiW519M rt 1-25X125X.100*(13) 20160 W61127M 6WI124M 6W2410M OW5115M k .: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25-X 3.25-X.624'(14) 2DI61 6651128M 6601`125M 66624111M 6665116M --5-1-62IM111171vil-i128M 66a24im 666si7m 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1.2V X&W X.OZV(15) • Z' • 0 30 Degree(10) 6W49 WA WA N/A 66651110M X\, rLOR\O 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 46 Degree(20) 6MO_ WA NA 2.�'T-�=111. A. FL P.E. 58705 TABLE E o � Mull Dlmenelon PGT Pert# (sheet#) Mullion Std.Clip U Cllp Angle Clip "�r•125' -�)-•125" --1 I--.126' � � 2"X4'X.25"(18) 86602 868281M 888271M 8665112M 19-sel ° T'X 6"X.25"(17) 66604 6662B2M 666272M 6665113M I STANDARD CLIP I U•CLIP 2X5 ANGLE CLIP nz cc 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 AL N 2.000' I XSECTION 2.125' I XSECTION 2,000' NOTES: I LO .125" 1 .125' L .125' N to 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L N W T z f2 F- 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I I490' I HOLE LOCATIONS. F^1.490' W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' y CUTHERETO ('6.000' w V 0 2.000' 3.500' CREATE F-CLIP, I MIN, m Z (ten U) .376' _SEE DETAIL F, .375' rC ,375" 7 N MIN. r SHEET4 MIN. F. O J w 1 i i E W I I I J D_❑ z 4.000' i i ' ' < .-1 --------' 4 -I-- --- --I- 3.438'' 4 + 3.438" � T I F U < rn o .260" '2'X 4'X.25' I I I I z MULLION I I I 3.43B' I I < z z C 6063-T6 ALUM. j i 375" tp < B0 o0 XSECTION i I I ---------------------j MIN. W O _ J LO Y ' J � to L- STANDARD CLIP 2X6 ANGLE CLIP U-C LIP,8063-T6 ALUM. Q ¢ O Q CENTER OF ANCHOR HOLE MUST LIE 6063 TOALUM. SED FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-TGALUM. D_ z m fn .250' -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. R' DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE °-��-� DIAMETER:ANCHOR DIAMETER 1/16. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4-1118'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER 1/16". . 5.000" 2.000° 3.500" CREATE F-CLIP, .375' SEE DETAIL F, '375" .375" MIN. r--SHEET4 MIN. MIN. .375' I I I I I I I I I 1 "r:('.DUCT REVISED I I I j j ns complying with lho Florida I I I I O,dlding Code I 1 I I I Acceplm.No)fo-OQ.18•Q3 I I E DirWoo Dnle goo) I I I I I I I I I 1 -1- 4.688" Q +--------i Minn Dada Fmduct- 250• 6.000" -j-- T- - I t 5.438' I I I I I 1 1t11111111� I I I 6.438" 5.438• �o ...:.......A9/(e I I I I I 1 t1�,•' 1\CEPIS F i 2'X8'X.25' 1 1 i i P E '•.'p MULLION 1 I 1 I 6053-T6 ALUM. I I I I _ No.58705 _ is 7 XSECTION I I .375' ----- ------ ------ -- -- L---------------------j '"L) '. f%t• Ip .,(O_`: tor STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i�ti� . Io 250' 6BTOP VIEWM' USED FOR 2'XX 6T MULLION,SHEET 17 O ALUM. 6�TOPMEWM //��S!/orqn' TOPVIEW A.LYW MILLER,P.E. FL P.E.4 58705 EXAMPLE I-,SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2A(4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0680.0 PSF. NOANCHORSINHEAD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32-1-=65.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -60-0660.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. t3 rF ;�.ST • SEE FROM TABLE 3A,SHEET 7,THE I'X 2,75X.376-MULLION(LENGTH 7r.OPENING WIDTH 70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD DETAILS, TS PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. oz APPROVAL 2-3 FROM TABLE 4A,SHEET 8.THE I'X 2.75"X.650-MULLION(LENGTH=72.OPENING WIDTH=70')HAS A DESIGN PRESSURE OF-1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE a!I OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 Les. MULLION UTH �04 L 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 'a 03 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LES.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. SEE ET z co 0 SHEETS 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OFMULUONS OR FENESTRATION PRODUCTS,WILL :3 -3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE w 2 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 9 z: to o IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 0-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERL41NED TO BE 72,7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU C5 L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m SILL r0 Tn 'L NO GO ILL VAOTH (60 PSF)X( Ill UIS LL� V 72.7 PSF OPENING )-624.9LBS (MAYBE USED TO QUALIFY 0 10 STEEL SCREWS FROM TABLE 4B) Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3V.THE OPENING REQUIRES A DESIGN PRESSURE OF-5041-55.0 PSF. :3 _j �zr FOR THE VERTICAL MULLION: < -,r Zz — 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 32'+72•+1•=105'AND THE OPENINGWIDTH IS 36'+34V+I'=73 a> a THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FORA MULLION THAT IS AT LE .REFERENCING SHEET 25. < AST THE WINDOW FRAME DEPTH OF 2J18"AND WILL F- m EXAMPLE 2,MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. LOw I _j——— MULLVAOTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375MULLION(LENGTH=108,OPENING WIDTH-ST)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF U1 0- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 2 SEE -80')HAS A DESIGN PRESSURE OF+a4.7 PSF WHICH EXCEEDS THE REQUIREMENTS z In 0 FROM TABLE 12A.SHEET 16.THE Z'X 4'X.250*MULLION(LENGTH=108',OPENING WIDTH UJ DETAILS, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 Las. i�o A SEE SHEETS FENESTRATION 2-3 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2*TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 30'+36"+2-741,NOT 73'AS PREVIOUSLY PRODUCT'S APPROVAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73-DIMENSION(35-1t2'+35-II2"+2=73j. 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 VERRCALII CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8.CARE MUST BETAKEN TO MAINTAIN THE FASTENER*15 EDGE DISTANCE. MULLION,- -X-1 USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/r GIVES AN ANCHOR CAPACITY OF 1050 UBS WHICH IS GREATER,AND • -— LENGTH SEE SEE & DETAKS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2-3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4*X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER MULLION 72'Z. MULLION TYPE COULD HE CHOSEN. JjJ 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=106'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAILITRIANGULAR LOADING MAYBE PRODUCT REVISED as compl in with dic Floft USED.FROM TABLE 12A,SHEET 16.THE r X 4X 25W MULLION(@ LENGTH=42*,OPENING HEIGHT=120•)HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Buildingym'Ir REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Acccplwc*t4o 0'o-Zj21*03 SEE pirall Dato DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE CMU JAMBS ARE W By SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8".CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH MlWn Dade hadUcC 2-3 (4)3116'ULTRAC0 N ANCHORS AT AN EDGE DISTANCE OF 11-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LES. ol 36',HORI T U, ........ I)FOR THE U-CLIPIN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR -',\r ENS,,, '-,.Fp LENGTH CAPACITY IS 1074 LES WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE MULL IOPENINGWID7H FORVERTICALMULL ANCHORTYPE IS A#12 STEELSCREW. 140.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:' +664J PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+664.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. TAT Ir-t 0 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE OF MULLIONS OR FENESTRATION NA\, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRE HE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS To MULLION. A. F A14 MiP.E.#mildi,P.E. 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALIfRIANGULAR LOADING: o MR I PW PW PW` fid. Iot; I a c� I LL SH/OH J SH/DH SHIDH SHIDH I PW PW U ALO W I 00 / LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I co 0 W o O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I /t / �INGED 1 F- c J SGD — — Z y¢ m PW I LOADING OF VERTICAL MULLION ? yj LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q -1 r-�� PW - I F- Q rnzz p a z co PW PW PW z 8§ Q0 / I PW Lij tY ❑ SHIDH SHIDH SHIDH SHIDH I U O Q 2i ' � U J U 4� Q� I n.� Zmo�o / / I SHIDH ms o z LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I /• u SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR . I I - 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P JING2D I NOTES: PW PW I :??GaUCT ItEV15ED I u complying adN dw Florida I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL AcceplanmNa p3 I PW CONFIGURATIONS. 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