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HomeMy WebLinkAboutProduct Approval v M IA.M I•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.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"5500"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,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 I distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 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. 16-0714.03 MIAMI•DADE CO=��N!Tpy t Expiration Date: July 30,2020 ,...�. F i Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16,.prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-04 3)Cyclic Wind Pressure Loading per FBC,TAS 203-9.4 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal°spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202.94 3)Water Resistance Test,per FBC, TAS 202-94- 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitter)under previous NOA No. 15-0519.05) 3. 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. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t6 Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel Pr ei P E. Product Control Examler NOA No.16-W4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 s- PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butaeite®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 FSC-2010 and FBC-51h Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519,05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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.. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, , signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. :24ua ja-l/al Manuel Per �. Product Control E am' - NOA No. 16-� 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR �28-1/8"MAX.O.C,/ 21-5/8" �-1 RADIUS-TOP / _� 54°MAX.BUCK WIDTH FORA RCH•TOP HEADER(SIM. MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 12'MAX.FROM HEADER(SIM.FORALL FOR ALL FRAME SEAM —�I 30" 12°MAX. / / WINDOWTYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT _e7 WINDOW TYPES) B SEE ___ MAX,O.C. -[,( / SHEE3 1 / 52-118"MAX.BUCK WIDTH 10°MAX.FROM _ SEE SHEETS 1-114" A SEE�'— '—'T"I 12"MAX; FRAME SEAM r B.SEE �-�-30"MAX.D.C. SHEET3{ FIXED VISIBLE / D,SEE 8&9 SHEET3 T12"MAX' 1 I LIGHT WIDTH ---}111--- SHEET4 .l 12"MAX A.SEE r._. .—. l . I i B,SEE r 30"MAX.O.C.-►{� x,12„MAX, C.SEE SHEET3; i SHEET3 SHET4 ' FIXED ------ -- EQUALLY I I VISIBLE A,SEE rr'—' EQUALLY I / 17-7l0"MAX.O.C. SPACED I I / LIGHT 17-7/8"MAX.O.C. SHEET3 I SPACED II / _ ANCHORS PER I HEIGHT Y ANCHORS PER I I TABLES 9-11 / EQUALLY / I I / / I / 1 / 17.7/8"MAX.O.C. I / TABLES 9-11 Q I I OI i 91.78" SPACED I I � MAX. ANCHORS PER I I i 84" 84" I I BUCK TABLES 9-11 — I I / 62° D I I BUCK MAX, �— HEIGHT MAX. —I I HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. 110"MAX.O.C. BUCK I AS SHOWN X I 4 HEIGHT X I 4 HEIGHT I/ X I I 4 (91 7g° �._._._._ �— 1-7 IL._._._._ —___._ MAX,)/ SASH . 13-3/4"MAX. -'EQUALLY I13-314°MAX.O.C. EQUALLY 113-3/4"MAX.O.C. EQUALLY I SPACED I � SPACED VISIBLE _ SPACED I ' SHEETSANCHORSPER ANCHORS PER LIGHT + ANCHORS PER ITABLES 9-11 / A1TABLES 9-11 HEIGHT At 1 TABLES 9-11 / 8&9 I / -C I 1 `,6-1/2"MAX. 6-112"MAX. 6-1/2"MAX. i B JNO ANCHORS ATSILL rI B __-JNO ANCHORS AT SILL BSEESILLWEEP- � --J NO ANCHORS AT SILLSEE SILL WEEP- �`4I per_._.—. 1.114"" 54"MAX.BUCK WIDTH �I�NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54"MAX,BUCK WIDTH —NOTCH DETAILS.S, NOTCH DETAIS, SHEET3 LIGHT WIDTH SHEE13 SHEET3 SHEET4 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 GENERALNOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 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. FRAME,GLASS 8 ANCHOR 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 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-1l2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 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. DESIGN PRESSURES...................6-7 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. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................I I A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: . 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as centplying with the F'latde 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AIS I-S100-07/82-2010 DdNCade 16-0 h LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL Alp-4,ce No 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \i" •• Revised By: Data: Revision: C.piration Date \ '!'/- � JR 05/05/16 A)ADDED SPACERS By USER INSTRUCTIONS: "' TO SHEET 11. Miamipnde Pmducl Coulrn$ 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Date: Rovision: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - - PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 161.T DescrfpBon: Drawn By: OPENING OBTAINED IN STEP I. - ,,� �.� . ;,.�_ GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 611 t;; YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. t:• '• 1070 TECHNOLOGY DRIVE lift ;'k,0 Date: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. , ;q.,,�. ?I'„'•[.�' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 �' ••.'1 t....i..• �:.^;.\;. (941)-480-1600 NOTEOESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, i l'..'�:�`'`\ SeRea/Modal: Scale. Sheet: Orawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX). I(!4'YNN,.M,1�4Ek�•E. CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P,E.#58705 TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure hypes Options Configs. Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8"Laminated I.O.:118"A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Liles of 1/8°A Glass with.090'PVB Intedayer 4,5 6 6 7/8"Laminated I.O.:118"T Exterior Cap+7116'Alr Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4,6 6 ....into Co Wood CMU-Framesheet 3rip-sheet 3,option 1 Flan a Equal-Ute, Arch-/Rect.,Through the frame ....Into Concrete/CM -sheet 3,option 7 7/B'Laminated I.G.:3/16°A Exterior Cap+3!6°Air Space+5116°Laminated;(2)Utes of 1/8"A Glass with.090^PVB Intedayer 4,6 6 9 9 p n 2 (#2) 5-16 O&Cottage Arch-Topp of the window...... 8 7/8"Laminated I.G.:3/16°T Exterior Cap+318'Air Space+5/18"Laminated;(2)Litas of 1/8°A Glass with.090"PVB Intedayer 4,6 6� &Coftage Radius-Top .:..through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Alr Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 ....Info Metal-sheet 3,option 4 10 7/8"Laminated I.O.:116"T Exterior Cap+7/18'Air Space+8116"Laminated;(2)Liles of 1/8"H Glass with.090"SO Intedayer 7 7 ....into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box! Equal-Ute, Arch-/Ract., 11 7/8°Laminated I.O.:3118°A Exterior Cap+3/8'Air Space+6116"Laminated;(2)Utes of 1/8"H Glass with.090°SG Intedayer 7 7 Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 5-16 Od Cotta iew Arch-Top 73 of the window...... through 1X Buckstri Into Concrete/CMU-sheet 3,option 3 12 7/8"Laminated I.O.:3118°T Exterior Cep+318°Air Space+5/18"Laminated;(2)Liles of 1/8°H Glass with.09D"SG Intedayer 7 7 (#4) � 8 Cottage Radius-Top g p p 13 7/8"Laminated I.G.:1/9"A Exterior Cap+5/16"Air Space+7/16°Laminated;(2)Liles of 3116'A Glass with.090"SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8^T Exterior Cap+5116'Air Space+7/16"Laminated;(2)Utes of 3118"A Glass with.090°SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8"Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Liles of 3116'A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Lite, Square/Rect.,integral fin...... ,,,,Into Metal-sheet 4,option 7 16 7/8"Laminated I.G.:3/16'T Exterior Ce +1/4'Air Space+7/18"Laminated; 2 Utes of3/16'A Glass with.090'SG Intedayer 7 7 (#1 5-8 Odei/Prage Aroh Top& Cap P () y ) &Cottage Radius-Top Through the frame ••••Into 2X Wood Frame/Buckstdp-sheet 4,option 8 of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. 8 15 MAY NOT BE USED IN Integral Fin Equal-Ute, Square/Rect.,integral fin...... ,.,•Into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment• THE HVHZ ABOVE 30'. 5-8 Oriel/Proview Arch-Top& ( ) 8 Cottage Radius-Top Through the frame ••••Into 2X Wood Frame/Buckstrip-sheet 4,option 6 #10 SMS P.T.Southem Cs—G=055)G=0 .. .55) 7 16" 1-3/8" of the window Metal-sheet 4,option 8 Steel,A36• 318" 0.050" •MIN.OF 3 THREADS (steel, S.S. Or 4100 S. Steel Stud,A653 Gr.33" 3/8" 0.0451"S.S.) (18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,8063-T5' 3/8" 0.050" SUBSTRATE.FOR °A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 13i8" STEEL STUDS, q °H"=HEAT STRENGTHENED 3116"steel Ultracon Concrete(min.2.85 ksi) 1" MIN.Fu=45 KSI 8 2 0 T'-TEMPERED 1-318" MIN.Fy=33 KSI. / / PVB Ungrouted Ungrouted CMU,(ASTM 61 4 90) 2-1/2" 1-114" g BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/161' 13/8" 'UNGROUTED CMU" #12 SMS VALUES MAYBE Q SOX OR Q 'SG'_.080°SENTRYGLAS® Steel,A36' 3/8" 0.050° USED FOR GROUTED B (steel,18-8 S.S. FLANGE EQUAL- INTERLAYER BY KURARAY Or 410 S.S.) Steel Stud,A653 Gr.33' 3/8° 0.0451°(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063-T5* 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultracon Concrete(min.2.85 ksl) 1" 13/4" o C Ungrouted CMU,(ASTM 6190) 2-112" 1-114" FIGURE C:FRAME SHAPES 114"steel Cretellex Concrete(min.3.35 ksi) 1" 1314" —►I BUCK WIDTH BUCK WIDTH�—— BUCK WIDTH.- 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" i -' 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318" �/ ! 1 3 114"steel Cretegex Concrete(min.3.35 ksi) 2-1/2" 13/4" cs INTEGRAL , Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ re = J-CHANNEL FIN D 1/4"steel Crelefiex Y r w Y O Q P.T.Southern Pine(SG=0.55) 1" 1318" D o x o t7 1/4"steel Aggre Gator Concrete(min.3.275 ksi) 1-1/2" 1318" a, �/ m w 'm s 1!4"steel Aggre Gator P•T.Southern Pine SG=0.55 1" 13/8' 1 1 i 1 o Grouted CMU,(ASTM C-90) Z. 2" REcrANGut AR 1 RADIUS-TOP 1 ARCH•TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCTREVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as camplyin3 with the Florida Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FORTHAT BLOCK SIZE FROM BuildingCode Group Anchor Substrate Distance Fmbecmene THE TABLES ON SHEETS 8-10. Acceptance Ab .."'111; Revised t7y: Data: Revision: Z' ?" mt"DateE 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16"2-1/2"Ring-shank Roofing Nail P.T,Southern Pine(SG=.55) 3/8' 2-7/18" .P.T.Southern Pine(SG=.55) 112" 1-318° Revlsed Dote: CrnLtvt Con 6F _ �^ Revision: #10 Tmsshead SMS Aluminum,6083-T5• 3/8° 0.050" (steel,18-8 S.S. D or 410 S.S.) Steel Stud,Gr.33• 3/8" 0.0451"(18 Ga.) p Oescrlpdon: Drewn ey: F Steel,A36" 318" 0.050" MIN.OF 3 i K 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 9116" 1.318° THE METAL �-�5! `'''!^, #12 SMS ;Ir n;'. 1070 TECHNOLOGY DRIVE Vita: Dote: Aluminum,6063-T5' 318 0.063" SUBSTRATE.FOR ;r::'.•': ..:• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33' 316" 0.050" STEEL STUDS, ?,` ''•• - (got)_480-1800 Of 410 S.S.) MIN.Fu=45 KSI& 'i1��:.;•.�);,'1:�!I;•�'"���� Swiss/Model: Sccle: Sheet; growing No. Rev., Steel,A38' 318" 0.050" MIN.Fy=33 KSI. q.LYNN Ml"RR)('.E. P.E.#59705 CERT. OF AUTH. #29298 SH-5500 NTS 2 OF 13 MD-SH -01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION s ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION OPTION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM FRAME OR BUCKSTRIP, 16 1/4"N1AX SHIM �-I �-+-- SEE NOTE 2,THIS SHEET. EMBEDMENT T ,P _ SASH VISIBLE If 17 EDGE EDGE ° ❑� 18 LIGHT WIDTH II` ❑ DISTANCE FLANGE FRAME DISTANCE SHOWN ° 44 BALANCE TYPE VARIES - -- TYP.ANCHOR FlLl/4'MAX TYP.ANCHOR TYPE, 42 WITH SASH TYPE, SHIM EMBEDMENTAND. ° WEIGHT 54 EMBEDMENT 2 �a TYP.ANCHOR TYPE, EDGE Q 30 ANDEDGE (� EMBEDMENT AND EDGE DISTANCE PER �❑ 31 a� DISTANCEPER O DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE n SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. CJD o EXTERIOR I��\ n DISTANCE SEE TAB2, LE L\�I SHEET 2. T 4 18 87 •a FIXED VISIBLE 1V1 ILIA FIXED 19 20 1 OPT.SASH TOP E LIGHT WIDTH r. FLANG2 EQUAL VISIBLE J LIFT RAIL FRAME LIGHT BUCK WIDTH _ LEG/BOX HEIGHT FORALLWINDOWS: NOTES: SHOWN I^ FRAME 1 ANCHOR @ 3.55° HORIZONTAL SECTION A-A SHOWN 48 1)USE ONLY 49 21 FROM END AND AT SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT 72 OVER 36"WIDE: � DAOE APPROVED MULLION,FBC COMPLIANT ALUMINUNI/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 45 46 47 SCREWS @16.3!8' INSTALLATION OPTION SHOWN MAY FROM END. 14 O BE USED ON ANY SIDE OF THE 35 � FOR WINDOWS WITH WINDOW. 1!4°MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 114"MAX. BUCK 50 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING HEIGHT SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE SHIM 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, ❑(� 30 THAN 1-112'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS ]� DEPICTED AS 2X ARE 1-1/2'THICK OPT. 86 f 16 USE EITHER OR GREATER.1X AND 2X BUCKS /� 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL s INTERIOR 81 31 30 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME UD�Q LFRAME uD�o WEEP � LOCATION:6-5181 DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 gg 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCTREVISBD 67 OPENING)IS MEASURED FROM ss cemptying with 6m mad(fe ANCHORED THROUGH ANCHORED THROUGH 1!4"MAX SHIM BEADING TO BEADING. ISuilding Cede EQUAL-LEGlBOX � QO�� FRAME INTO METAL FRAME INTO METAL Areeptne��� -Q , FRAME SHOWN o Revised By- Date: Revision•. ,1'"mtm"Dale e .27'X 1.25° Minm' ndc Pmdtv.`t Cnhlf" WEEPHOLE NO ANCHORS ''� Revised By: Data: Revision: By W/COVER@ 38 ° REQUIRED IN VISIBLE LIGHT FORMULAS 38 FLANGE OR 2.87'FROM EQUAL-LEG WIDTH <'.1.,.,. EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112' 0-" ® Desanption: Drawn✓3y: @ FIXED LITE:BUCK WIDTH-4-3/8' _ . y,� �6 'i= FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 6�.,:'.'; 1070 TECHNOLOGY DRIVE NHe: Data: VERTICAL SECTION B-B BUCK HEIGHT/2-3.15/16^ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 .,..�.:'1�'°' Sedes/Model: Scale: Sheet: Dr—Ing No. Rev: 'N'.LYNN MIL ER,P:E. CERT. OF RUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01. A t INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAMEBUCKSTRIP.SEE INTO 2X WOOD FRAME OR ft EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT NOTE 2,.THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 114"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑ 18 LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, ❑ SHOWN 1 SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 BALANCE TYPE VARIES _ aQ EMBEDMENT 114"MAX SHIM 42 WITH SASH �aEDGE IIInIIflII WEIGHT 54 1 TYP.ANCHOR TYPE. DISTANCE UL�J - 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, nnnnn )l SEE TABLE 3,SHEET 2. I �o EXTERIOR 3 TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 ��� INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOPLIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL -1 SHOWN (NAIL SHOWN) LIGHT i FRAME HEIGHT % FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)usE DNLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 0 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUNIISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4"MAXS —►{ �+-HIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. D SCREWS @1 B-31W INSTALLATION OPTION SHOWN MAY 14 45 48 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL (.� 114"MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I SHEET 2.ALL WOOD BUCKS LESS 85 99 FROM END. THAN 1.1/2°THICK ARE TO BE ❑ TABLES 2&3, D SASH CONSIDERED 1X INSTALLATIONS. SHEET2. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE,WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 11-112'THICK 86 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS 65 (nI R OPT. LOCK(SHEET 3). c—� (2)1" 81 30 63 TESTED UNIT PROPERLY TRANSFER ER LOADSD 'lJl Q FIN AND/OR 0 RILJI Q INTERIOR 31 LOCATION:6-5/8" TO THE STRUCTURE.WOOD BUCK n FLANGE REMOVED n WEEP DESIGN AND INSTALLATION EACH END. NO ANCHORS FROM SASH END. OR ARCHITECT OF RECORD.IS THE FRAME SHOWN tJD�o IN-FIELD NOTCHES AT 80 � RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN (� 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 IGOPTION 8 YRODUCI-RCiVl58D OPENING IS MEASURED FROM 114'MAX ) ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL os campl�lagwidr�a:11M�ii$s INTEGRAL FIN �-,^ BEADING TO BEADING. Burl pmg Cole O FRAME SHOWN I�Or10SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Acee Invca No -0 c •\ �:r, Revised Sr. Date. E irai Dale 27°X1.25'WEEPHOLE `\' ++i E.'fi41j "( 1" Ravfslon: L O38 WICOVER @ 2.87" '`,�r}!, BY. FROM EACH END. \: Miami nde Prod,xt Con VISIBLE LIGHT FORMULAS Revlsad By: Date: Ravlston: TYP.ANCHOR TYPE, EDGE DISTANCE `'�•!�;1°��' EMBEDMENT AND EDGETE� WIDTH ' DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.1/2' __ _ ® Descriptlen: Drawn By. SEE TABLE 3,SHEET2. —►-I EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-319" J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-1.1 I•i'`�•` 1070 TECHNOLOGY DRIVE Title: Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3-16116° ;,l!;.',:;;'; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ,�// .'!;-,..,,•, (941)-480-1600 ///,• :;,;',:- Series/Madel: Scale. Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- A'L'1'NN MIWER;A.E.\ STRIP.SEE NOTE 2,THIS SHEET. P.E.#68705 CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A 7/8"NOM. 718"NOM. —►{ 7/8"NOM. 7/8"NOM. 7/8"NOM. 5/16"A/A PVB 5/16"A/A PVB 5116"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE--\ 1/8"A GLASS. 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 76-70 78-79 76.79 7679 , GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �{ 7/8"NO7/8"NOM. 718"N M. �— 7/8"NOM. 7/8"NOM. �- 5/16"H/H SG I I 5/16"H/H SG I 5/16"H1H SG I 7/16"A/A SG 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS--\ 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR E-79_ 8-79 763 78-79 78.79 7679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �{ 7/8"NOM. —� 718"NOM. 7/16"A/A SG I 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE--\ 1/4"AIR SPACE 76-79 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 a EXTERIOR GLASS TYPES 5,7,9,11 13 76-79 7679 TF 31 ' 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT REVISED a GLASS TYPE 15 GLASS TYPE 16 IWIdng Cade�rn itm Plarrde 38 30 E:;imtionw140 Wtef 0 •17g 1,11111111;r1, Revised By: Date: Revision: l2D20 Ir `�it •1'iI,!`l. ?,%r'i, By u Miam'Undu Prudrxa o ,.• ;�;irl ty .; Revised By: Date: Revision: V. GLAZING NOTES: 'A"=ANNEALED - ?�S-F Dascriptlon: Drawn By. TYP.GLAZING DETAIL 'H"=HEAT STRENGTHENED "r=TEMPERED GLAZING DETAILS J ROSOWSKI .,1 �ii,. 6 f i.,i-, :PV"PVB"=.090'BUTACITE®PVB BY KURARAY AMERICA,INC. 6, „I I 1070 TECHNOLOGY DRIVE Title: Dote: B - =.oso”SENTRYGLAS®BYKURARAYAMERICA,INC. "'i_: .• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ' - (941)-480-1600 �'i,; .':` -�,.. Sarins/Modol: Scale: Shoet: Drawing No. Rav: n.,irNrr(�il€RPE.` CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A d.E JO 705 t TABLE 4: TABLE 5: GlassTypeTABLE 6: Glee.Types Design Pressure,Ibstlt2 a 0esod m a',.n Sash Height Design Proaeure,Ib.1fe Gloss p e Types Design Pressure,IbslftT s,e,7 a e Re11n11.Level Rama 40 wndaw Range 6171 wneaw Bank v✓d4n.n 6.760 R2 Height shorn an to 46 52.125 +65.01.70.0 - Fie lnLLevo1 23.5 Eq.Wl. 11,394 +65.0 -70.0 +05.0 .70.0 Rolnt.Level R1 For all Wndaw&aa,h eke. Standard CWego 14.617-15.870 +65.0 •70.0 +55.0 -70,0 RY For 011 window and sash sims 28 Eq.Hite 17.583-14816 +65.0 -70.0 +85.0 70.0 SEE TABLE 9,SHEET B FOR standard Pmdcw 11,377.11.562 455.0 SEE TABLE 10,SHEET 9 FOR -70.0 .es.o -70.0 ANCHOR GROUP AND QUANTITY. T.uest 23.517-25.286 4MO -70.0 405.0 40.0 ANCHOR GROUP AND QUANTITY. Standard CWlage 20.958-23.578 +650 -70.0 480.0 70.0 37.375 EquaFlile 17.517-20.857 .65.0 •70.0 +55.0 -70.0 mm Standard PW w 14.617-17.516 +65.0 •70.0 +85.0 -70.0 w� Bh0rla.1 1 11.377-14,511 405.0 1.70.0 1+65.0 .70.0 0 Tallest 27.563-37.6117 465.0 -70.0 .6 . 5.0 70.0 Qnlam Slzo 20.517.27.682 +85.0 -70,0 +05.0 -70.0 Ste Mad Colt." 23.517-26.616 .650 -70.0 +65A •70.0 O HEADER 44 EquaFfle 20.517-23.516 +65.0 •70.0 •65.0 -7g.0 O HEADER Standard PrW- 17.517.20.516 +65.0 '70.0 .65.0 •70.0 23 CosemSke 14517-17.516 +65.0 70.0 .55.0 70.0 23 SMdast 17.377-74.516 .65.0 .70.0 .65.0 .70.0 ^C� D o Te4e1l 37.5&7-35817 .65.0 •70.0 •05.0 •740 }U-t Standard CWlaw 20.577.31.532 1•65.0 -70.0 465.0 •70.0 Q Equasllte 20.517.25518 .650 •70.0 •85.0 •70.0 Q 0 MEETING RAIL 48 Standard Prodew 17.517.20.516 +65.0 •70.6 .65.0 74° e O MEETING RAIL Gahm Size 14.517.17.516 +e&O •70.0 +65.0 -70.0 26 ° getomske 12617-14.510 .BSO -70.0 .&5.0 •70.0 27 ° EXTERIOR ,5 Shalest 77.377.12516 +65.0 -70.0 +55.0 70.D EXTERIOR m Te4esl 33208.37.636 .BSO -70.0 485.0 •70.0 0 0 SeM.N Coua2o 25677-33701 +55.0 -70.0 +05.0 -70.0 O S 23 O EquaHgo 23.61T-20.516 +85.0 -7D,0 +85.0 -70.0 23 JAMB 4seze QaemSke 24117-23.171 +55.13 7°.0' 111.0 a4o JAMB EXTERIOR SASH SlandwdR.iew 17.517-20.510 .6&0 •70.0 +85.0 -70.0 EXTERIOR SASH HEIGHT customske 14.617-17.518 +65.0 .70.0 +e5.° .70.0 C..lamske 12511-14.510 +85.0 •70.0 +65.0 .70.0 HEIGHT ateneat 114377 o i2.510 +65.0 -70.0 +65.0 .70.0 Tallest 38.517-41.°44 .65.0 -70.0 +65.0 .70.0 OStandard Cottage 37.517-38.515 +85,0 -711.0 +BSA .70.0 O 23 Eq.."le 24517-31.511 +85.0 •RIA .65.0 .70.0 23 Standard PmAew 23517-28.510 +05.0 4D.0 +85.0 -70.0 SILL 52 customsks 20.617-23,515 .M0 -70.0 +65.0 -70.0 SILL O Cuetom5@o 17.517-20.518 +65.0 -70.0 485.0 -70.0 Cu.1oa16ko 14.517.17.576 +05.0 -70.0 +65.0 1 88.1 Cu.em91.e 73.0117-14.570 +65.0 -70.0 +05.0 87.3 Sh dest 11.864-13011 .65.0 .70.0 +85.0 846 OQD o Tallest 39.517.41.644 +65.0 -70.0 .65.0 .70.0 Custom Size 36.517-39.516 465.0 -70.0 +66.0 -70.0 0 EquaHBe 3&517-38.518 +65.0 -70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH ' Is tluianSize 3x517-35.575 +6&0 70.0 +65.0 -70.0 Slantlard Pmeew 28.517-32.578 +es.o .70.0 +eso •]o.o SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Catemstze 28.517-29.616 .65.0 70.0 +56.0 .07.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6 7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Stadeet 2&51B-25.616 +e&° -70.0 +15.0 46.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq_e R. 34517-41.844 +6&0 -70.0 +65.0 •74g APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 5.4 astomalm 5&517-Xie 465.0 -70.0 +65.0 ala CONFIGURATIONS) slandardproAew a3ete-3557. 4555 70.0 +s5.o a4s PRODUCTR&VISGD 91.78 Talest 41.644 +65.0 -70.0 +65..0 856 as Complying With Ria Fluid. SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Building Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 AcceplauCc Ph+ O'0 /14- 1 Read Date: Cxpir no Dale 11• ldy: Rev7elon: .r ..... •."(/% Nliami Inde P1.1-1-1COnr -Ra-VI-sed By: Dote: Revision: NOTES: Dairolp8an: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FI N. _ .'•.� ;+r DESIGN PRESSURE TABLE J ROSOWSKI 6 If lit 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. l.• 10N.OVEN TECHNOLOGY 34275 title. Date: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN "':'.'• "' (941)-480-1600 ON THE TABLE. !l�'F, L,t.1i Sedea/Model• ScaI& Sheet: Omw7ng No. Rew. A:L'yN�J,ty11LL R.A�� CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH55O0-01 A EA$b�05 ® illi ��PT*W"NMEMCMEMEMKMNMMMEMEMEMEMEMEM IMI mmm -am ommmumam l��rml7mmommEmEmemamcmemcMEMEMEM ��gTrmwmcmcmcmmcmmmcmmmmmMMEMKMEMKMEMKM I�a IMMIMEMEMIMMEMMEMIMMMIMEMMOMEM IMMEMIUMMEIRMEMEMIMMEMEMIGMEMEMEMEM • • , ' 1 �IIIIIFMNMMMaMMMMMCMMMCMlM �MMMMEMIMCMCMMEMEMEMEMMMEMEMEMM ErMr""=FMMUMCMEMEMEMMMEMEMMMMMEMEMMIMEM Em EMMMMFMWMCMEMEMMMKMEMEMEMOMMMEMMMMEMCMM 1=11=11MMIMMIUMMIUM lm .. .. ®® • ► • .. 411-11 :- -. • TECHNOLOGY1070 WINDOWN.VENICE, FL 34275 SINGLE HUNG a • (941)-480-1600 �� • . �� CDDCQQQQQCCDDDDDQQQCDDDDBQQQDDDDQDDDDDDQQQDDDDDDDD©®��_ 'CCCQCCQQQQQCCCQQQQQDQQQQQDDCQQQQDD�QQDDDDCDDDOCDCOC _ CCCQCCQQQQQCCCQQQflQDQQQQDDDODDQQDDCQQDDDDCDDDCCDCCC�� CQQDQQDQQODQDDDQQQQCQQQDQQQQDQDQQQQDDDQQQQQQDQ©DDD©� - .: o00000000000000000000a0000000000000000000000coaooco®� CCCQCCQQQDCCCCQDDQ©DQQQD©DDCDDCQDDC©QDDDDDDDDCCDCCC CQQCQQQQQCCDDDDDQQDCDDDDDDQQDDDDQQQDDDDQQQDDDDDDDD©�-� DDDDDDDDDDDD©©DDDDD©DDD©flDfl©©DDfl®D0D0©©©©©DD©©DD©©©m CCCQCCQQQ©QCCCQQQ©000DQQQDDCQQQD©©CDQDDDDC©©DCCDCCC�B�_ .:CQQCQQ©QQCCDDDDDQQ©CDDDDDQQQDDDDQQDDDDDQDQDDDDDDDD© DDDR©©©fl©D©©DflQQ©©qD©Q©©DD©D©©DDflDDDDD©©D©DD©©DDD©,0 - CCC©CCQQQQ©CCCQDQQDDQ©QQCDDCDQQQDDCQQDDDDCD©DCC©CCCC� OQQCQQDQQCCDDDDDQQQCDDQDDQQQDDDDQQQQQQQQQ©DDDDDDDD©,��� ©©©©D©DD©©©©©©©DDDDDDDDDDDDDDDDD©D©QDD©QDDD©©©D©©D;m CCCQCCQ©Q©QCCCQQ©©©DQQQQQDDCQCCQDDCQDDD©DdDDDCCDCCC��� CQQCQDQQQCCDDDDDQQQCDDDDDQQQDDDflQQQflDQDQQQQDDQDDDD©�- . 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P.E.0 8705 P.E. CERT. OF AM. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E1158705 TABLE 12 TABLE 12,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3/16"NOM. 1 620101 Single Hung Frame ea &Jambs- C anne POLYISOBUTYLEN 1/4"NOM. FOAM PVC 5 720197 Auto Lock Mechanism C Steel WITH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 7201980 Sweep Lock Cast Zinc DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal LeglBox PVC 48 76X118OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 0/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7e 4$G TPS n $PACER NXTTM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT pOLYISO. DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Phot Bar Comer Ke PVC BUTYLENE Key 5/18"NOM. SEALtINT.GLASS 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED — 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 BQ300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(719'x 1"x 1/8"),85+A 5 duro. EPDM 35 78X1MTTr #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum �s DURASEAL@ 79 XL EDGE' 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41O SS 81 61011 Roll-Formed Screen Frame Alum O SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Ring X 2 PVC 4D 720XX)00( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 1 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe L.27 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I410 SS Part# Description Material 76 Kommerting 4SG TPS Spacer System See this PRODUCTRBVrSED 77 Quanex Super Spacer nXr With Hot Melt Butyl as cmnpq•;nr with#w Ftnrlda Sheet for Duil,[iug code 78 Quanex Duraseal Spacer Materials ApPtant,N lro-o7t4 �� 79 Cardinal X-Edge Spacer "' / Reylsed Date. REFERENCE TEST REPORTS:FTL-6717,8968&6970 •` d.•,,• �;y �P Ravielon: JR 05/05/16 A)ADDED SPACERS BY- �.' '• Miami)ado Product Reylaed BY: Date: Revtslon: G Deacdptlow Drown Dy: BILL OF MATERIAL(BOM) J ROSOWSKI 6T►til-t .f i:'• 1070 TECHNOLOGY DRIVE rtre: Date. r,- N.VENICE, FL.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: ";. URti�: •'„�'•: (941)-480-160D 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. Sertoa/Model: Scale: Shoat: Drawing No. Rey: 2)ITEMS#9-13.16.24.28.29.34,39,61,62,68-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.Lyr1�058705,P.E. CERT, OF RUTH. #29296 SH-5500 NTS 12 OF 13 MD-SH5500-01 A P. .WL'pk I OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK 47 20 45 OPT.PULL RAIL COVER 87 86 BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR &COVER FRAME WELDS 18 54 16 X4 53 14 SCREEN OPT.PULL HANDLE :Y 64 DETAILS 65 41 0 CE OR OPT.PULL SPIRAL BALANCE HANDLE 67 16 MITERED FRAME WITH INTERIOR AND EXTERIOR SASH FRAME WELDS EMBLY ASS m DETAILS EXT 38 59 ----—------- x 53 code C.-C FRAME Revised E�v. Date: By AS SEMBLY G De=ipllw. Drawn B), EXTERIOR NOTES: u)� 1070 TECHNOLOGY DRIVE 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE. FIL 34275 SINGLE HUNG WINDOW INSTALLATION LIVI 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 4)USE EITHER SASH TOP LOCKS OR SASH B0170M LOCKS. PIES 58705 CERT. OF AUTH. #29296 SH-5 NT 1 13 OF 13 1 MD /` ' , M IAM I-RADE 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.gov/ecanomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control -- Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled."Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT DATING: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 revises NOAH 14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0629.12 MFoaae couNTY Expiration Date: April 30,2020 Approval Date: August 04,2016 7��� (� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report's on: 1)Uniform Static Air Pressure Test,Loading per FSC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up.drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202--94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-stn Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). GSL Manuel Pe .E. Product Controlxam' er NOA No.1 9.12 Expiration Date: April 30,2020 Approval Date: August 04,2016. E-l. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.T.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 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. E. STATEMENTS 1. Statement letter of conformance, complying with F110-2010 and FBC-51 Edition (2014),dated September 27,2014,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Statement letter of no financial interest, dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted underprevious_NOANo. 14-0930.25) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries,Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring on 04/30/20. Manuel Perez,P Product Control Exam ner NOA No.16-0629. 2 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4.13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413 HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX•O.C.SEE 1.25•MAX. B.SEE _ _ TABLES 4-13 r 6"MAX. D,SEE _ _ �-I I►— MAX.O.C.SEE TABLES 49 FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3 SHEET 4 I PRiODUCTRamsw LITE(CAP)MUST TEMPERED. ' ' ' n c®mplymgwiih An Fha o Bw ding Code 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE I Ace pumcc No IG •�� COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE VISIBLE I?�pilatem Uale Q ZD EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH CONCRETE WITH MIN.KSI PER ANCHOR TYPE HEIGHT,SEE TABLES 413 ni ���r•oe,�L 4j ALL WOOD BUCKS LESS THAN 1-112•THICK ARE TO BE CONSIDERED 1X (LONG OR SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF ITH TT IS HICK OR GREATER.1XNSTALLED LAND 2X -' VISIBLE SHORT SIDE) ; VISIBLE ' ¢ - 16-ADDED SPACERS BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A / C / p T TO SHEET 11. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LIGHT A,SEE LIGHT C.SEE N ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). HEIGHT SHEET 3 HEIGHT SHEET 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK n STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. { HEIGHT,SEE TABLES 49 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX.O.C. �- STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES 7MAX.O.C. SHORT SIDE) W r �'3b T AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 SEE _J 6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES ❑L rn U p IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 49 • 1•r -r aloe 0 p LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B -� 6"MAX D �• _ •1 25"MAX •-�— OQ CN � Of m LOADS IMPOSED ON THEM BYTHE WINDOW. —�1 J M 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LL "LL C) --- � A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLETEST PRESSURE,FRAME FLANGE FRAME(90•CORNERS) FRAME(90°CORNERS) x LL Cj.- ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) W U X— g o IV B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE 1.25"MAX. H-Z m O -a ' 9Mt1 TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6'MAX. —� (5 Y �, ZE zZ r p ,�' 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 6"MAX z dQ C LL WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3% MAX O § 0 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 O.C. ; Z LU LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. SEE TABLES MAX.O.C.SEE r SEE W ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET /4-13 TABLES 49 y TABLES ® OO 0 laayg THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. `�f\ 111 4-9 a Z W H 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. .T 0 Z CURRENT FLORI DA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLEi Q W Z aloa6 JURISDICTION. VISIBLE 4.13 LIGHT X -3 0 10)REFERENCES:TEST REPORTS FTL-7897:ELCO ULTRACON NCA:ELCO CRETEFLEX HEIGHT HEIGHT J L. Lo NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / MAX.BUCK w } W U BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN MAX.BUCK HEIGHT,SEE/ / Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN HEIGHT,SEE TABLES 4-9 j U Q• MANUAL TABLES 49 (LONG OR apl asap sauaS VISIBLE (LONG OR VISIBLE SHORT SIDE) �� Y L 11)"PUB"=.090'BUTACITEls7 PVB BY KURARAY AMERICA,INC, LIGHT WIDTH SHORT SIDE) LIGHT WIDTH SG"=.090'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. L ON....YNN • 6"MAX. ��.' LICENSE GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS I ELEVATIONS.................................1 WIDTH:BUCK WIDTH-4-3/16" 6'MAX, 1,25" MAX.O.C.SEE TABLES 49 1.25"MAX. 711• N0.58705 FRAME,GLASS&ANCHORHEIGHT:BUCK HEIGHT-4MAXM1AXO.C.3116" �—��— INSTALLATION,FLANGE& BUCK WIDTH SEE TABLES 4-9 MAX. OPTIONS.............................2 SEE TABLES 4-13 -O MAX.BUCK WIDTH SEE TABLES 413 MAX. j1`` EQUAL LEG..........................3 STANDARDS USED: (SHORT ORSIDE) (SHORT OR LONG SI ) DE) LONG SIDEO O INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION LTYP.INTEGRAL FIN& .� F J-CHANNEL..........................4 •ASTM E1300-09 TYP.EQUAL-LEG/BOX& ' CC`S'•.,(ORIDP,,.•' GLAZING DETAILS........................6 •ANSI/AFBPA IOS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR EOMI&ASSESSURES...................6.10 •ALUMIN 0 07DES ONOMANUAL,ADM-2010 OR ANGLED CORNERS) ANGLED CORNERS) IEN%` (ANCHORED THROUGH NAIL FIN) A.LYNN MILLER,P.E. P.E.#58705 TABLE 1: 1 Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Type e Description # 7 7/8"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5/161 Laminated;(2)Liles of 1/8'A Glass with.090'PVB Interlayer 4 .A•=ANNEALED 8 718"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 5 "H"=HEAT STRENGTHENED 9 7/8"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes Of 1/8'A Glass with.090'PVB Interlayer 6 'P=TEMPERED 0 "PVB"=•090"PVB INTERLAYER 10 718"Laminated I.G.:3116"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8°A Glass with.090"PVB Interlayer 6 "SG'=.090"SENTRYGLAS BOX OR 11 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 7 INTERLAYER Q EQUAL Q 12 1"Laminated I.G.:3116"A Exterior Cap+3/8°Air Space+7/.16"Laminated;(2)Lites of 3f16°A Glass with.090"PVB Interlayer 8 FLANGE LEG 13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"PVB Interlayer 9 14 1°Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3116'A Glass with.090'SG Interlayer 10 0 0 15 1"Laminated I.G.:3116"T Exterior Cap+318'Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090"SG Intedayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:118"T Exterior Cap.+7/16"Air Space+7/16°Laminated;(2)Lites Of 3/16"H Glass with.090"SG Interlayer 12 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 17 1'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"H Glass with.090"SG Intedayer 13 •FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME a 'MIN.OF 3 THREADS Min.Edge Min. BEYOND THE 0 0 Group Anchor Substrate Distance Embedment* SUBSTRATE.FOR P.T.Southem Pine(SG=0.55) 7/16" 13B" STEEL STUDS,MIN J-CHANNEL �Q INTEGRAL #10 SMS Fu=45 KSI. O FIN O (steel,18�S.S. Steel,A36' 3/8" 0.050" Steel Stud,A653 Gr.33" 318" 0.0451"(18 Ga.) "UNGROUTED CMU' or 410 S.S.)) Aluminum,6063-TS' 3/8" 0.050" VALUES MAY BE (� USED FOR GROUTED I � P.T.Southern Pine(SG=0.55) 7/16" 1-/8" CMU APPLICATIONS. o oL�J 3/16"steel Ultracon Concrete(min.2.85 ksi) 1' 1-3/8" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-318" B (steel,18-8 S.S. Steel,A36• 3/8" 0.050" or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063-T5• 318° 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6.10. 1/4°steel Ultracon Concrete(min.2.85 ksi) 1' 1-314" LONG LONG LONG SHORT C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' SIDE _ SIDE SIDE .-{ -r{ SIDE 1/4"steel Creteflex Concrete(min.3.35 ksl) 1° 1-/4° 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-/8' �w I I xw tw 1/4"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" =N= m =N P.T.Southern Pine(SG=D.55) 1" 1-318" 1 m1 D 1/4"steel P.T.SouthernPine(SG=0.55) 1" 1-3/8" 1 L 1 PlxoDucr RsvISED Aggre-Gator Grouted CMU,(ASTM C.90) 2" 2" LONG LONG LONG LONG LONG 0 as complying with rhe riorii!'a I- SIDE I IF_SIDE_� I� SIDE �I I� SIDE I� SIDE �{ zz Building Coda 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1-314° r T r T T r - T r T. 1(n-OVIC1.l r--- T i A�png C d e 2 1/4"steel Creteflex Concrete min,3.35 ksi 2-1/2" 1-314' F F F F piralion Dae �. 12D20 1/4"steel Aggre Gator Concrete(min.3.275 ksi) 1-112" 1-3/8" ooh oo oo og 09 8 �n1iNl I rntNuJ1y Miami ePra&mt TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN L J Group Anchor Substrate Min.Edge Min. Distance EmbedmenC E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7116° 2-1/2'Ping-shank Rooting Nall P.T.Southern Pine(SG=.55) 318" 2-7/16" P.T.Southern Pirie(SG=.55) 1/2° 1-318° = VINYL FIXED WINDOW NOA(LMBSM) 0 9/9/14 #10 Trusshead SMS Aluminum,6053-T5' 3/8' 0.050" �- (steel,18.8 S.S. ° Steel Stud,Gr.33" 3/8' 0.0451'(18 Ga.) " GLASS/ANoCHORS/FRAME OPTIONS m' J ROSOWSKI or 410 S.S.) o` 6 F Steel,A36' 3/8" 0.050° ® a .' P.T.Southern Pine(SG=,55) 8116" 13/8' 'MIN.OF 3THREADS CERT.OFAUTH.#29296 #12 SMS Aluminum,6063-T5' 3/8' 0.063" BEYOND THE METAL (steel,18-a S.S. SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE or 410 S.S.) steel stud,Gr.33• 3I8" 0.050" STEEL STUDS,MIN N.VENICE,FL 34275 d Steel,Ase' 318" o.oso° Fu=45 KSI. (941)-480-1600 PW-5520 NTS 2 OF 11 d A.LYNN MILLER,P.E. y az MD-5520.0 �z A p.E.#58705 1 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD EDGE DISTANCE {�. 1/4"MAX. 1/4"MAX �1- FRAME OR BUCKSTRIP. SHIM 2 4 SHIM F SEE NOTE 2,THIS SHEET. EDGE FLANGE EMBEDMENT DISTANCE « 5 Q DISTANCE FRAME SHOWN O ❑-p - ---)U- TYP.ANCHOR TYPE, 1"THICK I.G. •" TYP.ANCHOR TYPE, 2 LSH MAX. EMBEDMENTAND EDGE EMBEDMENTAND SHIM DISTANCE PER D D EDGE DISTANCE PER TYPEMB ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENTAND EDGE DISTANCE PER SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. 6 -� . SUBSTRATE,SEE a 5 TABLE 2,SHEET 2. •� 00� 718"THICK I.G. �D FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 FRAME n EQUAL- NOTES: SHOWN V LEG/BOX 7/8"THICK I.G. BUCK WIDTH FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUIvVSTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN VISIBLE BUCK LIGHT 1-1/2"THICK ARE TO BE CONSIDERED 1X 1/4"MAX HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD #ISM&' T,G�'E G5),SEE STEEL 1/4"MAX.SHIM BUCKS DEPICTED AS 2X ARE(WHEN )SSHEET 2. GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE �\ DESIGNED TO PROPERLY TRANSFER LOADS TO THE �J STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM 1•THICK I.G. BEADING TO BEADING. FLANGEEQUAL PRODUCI'12EViSED FRAMELEG/BOX as complyig with ft Flc" SHOWNFRAME Building Cods TYP.ANCHOR TYPE, SHOWNEXTERIOR (� EMBEDMENTAND 0EXTERIORp Expirafi!m£�5fb �Zd IL JI EDGE DISTANCE PER (n� a 4 SUBSTRATE,SEE INSTALLATION V. INSTALLATION *�Y. EQUAL- TABLE 2,SHEET 2. t4i '/t �. eH OPTION 4 OPTION 4 LFRAME ANCHORED THROUGH ANCHOREDTHROUGH FRAME 114"MAX.SHIM FRAME INTO METAL FRAME INTO METAL SHOWN VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 • , EMBEDMENT - f VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES o m J ROSOWSKI INSTALLATION ID BUCK WIDTH-4-31 OPTION 2HEIGHT:BUCK HEIGHT-4-3/16 ANCHOREDTHROUGH EDGE DISTANCE 16 - CERT.OF AUTH.#29296 ry FRAME DIRECTLY INTOVERTICAL SECTION B-B _ 1070 TECHNOLOGY DRIVE CONCRETE/CMU. N.VENICE,FL 34275 ° (941)-480-1600 1'I PW-5520 ° NTS l 3 OF 11 3 z MD-5520.0 z° A A.LYNN MILLER,P.E. vi P,E.#68705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4'MAX.SHIM ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN 1/a^MAX.SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I�— EDGE DISTANCE ANCHOREDTHROUGH O FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD I-� EMBEDMENT NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE J-CHANNEL � FRAME, 1 �� SHOWN � 1 ❑ EMBEDMENT 1 T1W MAX.SHIM TYP.ANCHOR TYPE, �Q 1'THICK I.G. EMBEDMENT AND O D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRA------ 6 E,SEE6 O DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, SEE TABLE 3,SHEET 2, (SCREW SHOWN) FIN EMBEDMENT AND EDGE 5 (NAIL SHOWN) OO 7/8"THICK I.G. ❑ FRAME SEE 7'ABDISTANCLEP3,SHEET ER 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH �- 0 7 SHOWN FRAME (NAIL SHOWN) 7/8"THICKI.G. NOTES: SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE BUCK WIDTH ANCHORS LISTED ON TABLES 2 6 3,SHEET 2. HORIZONTAL SECTION C-C FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. t MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-12'THICK ARE TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKSARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM #10 OR#12 STEEL 1/4'MAX WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK SMS(G5),SEE SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 0 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1'THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Q �Q FIN AND PRODUCT gwithdREVISED FLANGE MAYBE wmPI CO with atm Florida By-I dity�CodeREMOVED IN-FIELD cpmax Na(�' -�zR.�R. NTEGRAL FIN 0 EXTERIOR Date RTYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWNEXTERIOR 3 AND EDGE DISTANCE PER "—*' d.Pmdudt SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FIN INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. SHOWN ❑ o INSTALLATIONEDGE OPTION 5 DISTANCE VINYL FIXED WINDOW NOA(LM&SM) a 9/9/14 ANCHOREDTHROUGH INTEGRAL FIN INT02X ' J-CHANNEL&INTEGRAL FIN FRAMES em J ROSOWSKI VISIBLE LIGHT FORMULAS WOOD FRAME OR BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-43116" ® ' •' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16" CERT.OF AUTH.#29296 VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 y PW-5520 NTS 4OF 11 oz MD-5520.0 �z Al A.LYNN MILLER P.E. �+ h P.E.#s8705 —�{ 7/8"NO 7/8"NOM. 718"NOM. 7/8'N M. 5/16"A!A PVB 5/16"AIA PVB 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUC'TREVISED 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS complying with dw Flmift _ 1 ldl�Code • Aviceptunce c]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR • E<ryaratiun Date Y 80-83 BO-83 80-83 80-83 M: a odc Product C�rtr GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 r N h 1"NOM. 1"N M. VN M. --►{ l"NOM. I I Y Q W co 'nay 7/16"A/A PVB 7116"A/A PVB 7/16 A/A PVB 7116"A/A SG o O o 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE } slap p 0: CNI 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS--\ 3/16"A% GLASS O M co tto a EXTERIOR a EXTERIOR a EXTERIOR • a EXTERIOR Z LL 04-J C) r18p 80-83 80-83 80-83 80-83 W U 02 D7 =a =N F-W 0]Q Z Y � � prep GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a zz a u- 0 O aaays 1"N M. 1"N M. -►{ 1'N M. Z Z F- 0 V— W Wp at°as 7/16"A/A SG 7/16"H/H SG 7116"H/H SG EXTERIOR X LL N z 318"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE a w } Z 1!2'NOM.GLASS v Z 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS--\ 8x83 BITE TYP. j C9 a a EXTERIOR a EXTERIOR a EXTERIOR • all!1 'asap sauas 7 74 80.83 80-83 80.83 r�. GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 ; GLAZING NOTES: GLASS TYPES 14 THROUGH < _ "A"=ANNEALED 17 MAY NOT BE USED WITH 'H'=HEAT STRENGTHENED �J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL "T"=TEMPERED •FIN FRAMES 'PVB"=.090"PVB "SG"=.080"SENTRYGLAS A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure,(+1-pso Use this lable r«GHss 7 118'A Cap-Airspace-5/16"A/A with PVB Type; Window Long Side(In) TABLE DIMENSIONS MAY BE Dimensions 51.05 64 56 58 62 .64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/50 +/-50 +l-50 +/-50 +/56 +/-50 +/-50 +/•50 +/-50 +/-50 +/-SO +/-50 HORIZONTALLY AS SHOWN. 20 +/-50 +/-50 +/•50 +/SO +/50 +/-50 +/-50 +1-50 +/SO +/•60 +/-50 +/-5D LONG PRODUCTMVI56D SIDE as complying with ftnoride 22 +/-50 +/-50 +1-60 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-SD — LONG SIDE Build ng Codc 24 +/•50 +/-50 +/-50 +JSD +1.50 +/-SD +/-50 +/-50 +150 +1-50 +/50 +/-SO AaepMnceTlo 9.►°�,,.,,- ! E pint Date t 26 +/-50 +/-50 +/-50 +/50 +/-50 +1-50 +/50 +/-50 +/50 +/-50 +150 +/-5o SHORT 28 +/50 +/-50 +l50 +/50 +/-60 +/-50 +150 +/-50 +/50 +/50 +150 +/-50 SIDE hf�_c,uO_. md_ .t 30 +/-10 +/-50 +/-60 +150 +1-50 +/-50 +/50 +/-50 +/•50 +/-50 +1.50 L SHORT SIDE m 32 +/-50 +/50 +/50 +1.50 +/50 .+/•50 +/50 +/-50 W-50 +/•50 a > U) 34 +/50 +1-50 +150 +150 +/-50 +/•50 +/50 +/-50 +/-50 z N36 +ISO +150 +1-50 +/50 +/-50 +/-50 +150 +/50 f+— LONG SIDE —� 38 +/-50 +150 +1-50 +/50 +/-50 +150 +/50 „t 40 +150 +/-50 +/50 +150 +150 +/50 ' 42 +/50 +/-SD +150 +150 +/50 MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING SHORT THROUGH THEFRAME PER SNELT53&4 THROUGHTHE INTEGRALFIN PER SHEET4 SIDE SIDE 44 +150 +/-50 +/50 +l50 - APPLIES TO A,B,COR DANCHORS APPLIES TO EOR FANCHORS w Y W •�aa 46 +1.50 +/50 +1-50 > (SEE TABLE 2) (SEETABLE 3) Df 48 +150 +150 4" Q Q 51.05 +!-5D CD N N alas Q N SHORT I_ to Q ,� SIDE 1� 0 J� C' Z LL Lc l',i � uwva TABLE 5: U U X D o LU— Q� aN Window Design Pressure,(+/-psf) Usewstable f-W ID Q IT oa �Ma for GlassCD 118"TCap-Airspace-5/16"A/Awith PVB Type: $ o z a z 'It _j W cl) LL WUJ indow Long Side Rn) Dlmenslons60.926 64 66 68 70 74 1 77 80 84 87 92 97 99 Z 32 +1:60 +150 +/50 +/-50 +/50 +/-50 +/-50 +/50 +150 +/-50 +l-50 +150 +150 Das 34 +150 +/50 +/50 +l50 +/-SO +/-50 +/-50 +1.60. +1-5D +/-50 +1-50 +/-47.3 +/-46.7 ® W Q M I vs 36 +150 +/-50 +l-50 +!•50 +/50 +/-50Z +1.50 +150 +/-50 +/-50 +/47.5 +/45.4 +/-44.6 38 +/50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50. +/50 +/50 +/-49.1 +1-46.1 +/-03.9 ? W Z 40 +/50 +/-50 +1.50 +/50 +/50 +l-50 +/-50 +/50 +150 +/48.2 +/-05.1 c X d ala's LL € 42 +150 +/•50 +l-50 +/50 +/50 +1•50 +/-50 +150 +/-09.8 +/-47.4 0 J 7 ,O a 44 +150 +/-50 +1-50 +/-50 +/50 +/-50 +/-50 +150 +/-48.9 cc >- in 46 +/50 +1-50 +150 +l-50 +/50 +/-50 +150 +/-49.9O j L d 48 +150 +/-60 +/-50 +/-50 +/50 +/-50 +/-50 ant rosea saue5 rn 50 +150 +/-50 +/50 +l-50 +/50 +/-50 MAX.O.C.SPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING 62 +/50 +/-fi0 +1-50 +1-50 +150 THROUGH THE FRAMEPER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 64 +/50 +/-60 +/•50 +/50 NOTES: APPLIES TO A,B,COR DANCHORS APPUESTOEORFANCHORS 1)BUCK DIMENSIONS SHOWN. fib +/50 +/•50 +/50 (SEE TABLE 2) (SEE TABLE 3) 68 +/50 +/-50 15" 3.5"FOREANCHOR5,4°FOR FANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THENEXT AVAILABLE SHORT OR LONG DIMEION. 3)OR ARCHITECTURAL WINDOWS(SEE SHEET 2), 60.926 +150 FIND THE SMALLEST SQUARE WINDOW SIZE IN 'G,'' THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL - WINDOW WILL COMPLETELY FIT WITHIN. ... A-LYNN MILLER,P.E. P.E.lt 56705 TABLE 6: Window Design Pressure,(+/-psf Use this tabla 3/16"A Ca -Airspace-5116"A/A with PVB r«class 9&10 3/16"T Cap-Airspace-5116"A/A with PVB Types: TABLE DIMENSIONS MAYBE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 60.926 64 66 68 70 74 77 80 64 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +1-50 +/-50 +1.50 +/-50 +/-50 +1-60 +I-SO +/-50 +1-50 +/-50 +/-50 +/SO LONG PRODUCfREV)SFZ SIDE asc"nipl)ingwith 6mf1mMa 34 +150 +150 +/-50 +/-50 +/50 +/-50 +150 +1-50 +/-50 +1.50 +/-50 +1.50 +/-SO �— LONG SIDE % BuildingCodc 36 +150 +150 +/•50 +/-50 +150 +/-50 +150 +/-50 +/-50 +1-50 +/-50 +150 +/50 v A° ption Expiration Daze L�'!A 38 +ISO +/50 +/-50 +l-50 +/-50 +/-50 +150 +/-50 +/-60 +/-50 +/-50 +/-50 By 40 +150 +/50 +/-50 +/-50 +/-50 +1.50 +150 +1-50 +/-50 +1.50 +1-5D SHORT Mi SIDE � Mi ti e Product 42 +150 +/-50 +150 +/-50 +/-50 +150 +/50 +/-60 +/-50 +/-50 y SHORT 1— SIDE m 44 +150 +/-50 +lSO +/•50 +/-50 +1-50 +/50 +/-5D +/-50 c M > w 48 +150 +/50 +/-EO +1-50 +/-50 +/-EO +1.50 +/-50 N48 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 �- LONG SIDE 50 +/50 +/-50 +/-50 +/-50 +/-50 +1-50 T 52 +150 +/-50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACINGIFANCHORING ! THROUGH THE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT �/ z 54 +150 +/-50 +l-50 +!•50 y/ LONG APPLIES TO A,B,C OR DANCHORS APPLIES TO EOR F ANCHORS �� Q 56 +150 +l-50 +/-50 SIDE SIDE(SEE TABLE 2) (SEETABLE3) +J— f LU N naa 58 +150 +1-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS �—Q 83 60.928 +ISD p rn 0 o �N aI"a O a _ I jo SHORT _ O co v -) U? TABLE T. -�1 SIDE I� 0 LL 0)J 00 ')B 0 Z IO LL (0 ma0 Use this fable _ Window Design Pressure,(+/-psfj rorGlass U U 11 _ O2 co eN 1/8"TCap-Airspace-7116"A/A with PVB W Tree LU Z rn 0 W On Y q+f 9M0 Window Long Side(in) o> O O v m Dimensions 60.926 64 66 68 70 74 1 77 1 80 84 87 92 97 99 Z Il Z m rn 32 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +/-70 +/-70 W aaWO 34 +1-70 +1-70 +/•70 +/-70 +.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ZMOn 36 +1.70 +1-70 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 OW 38 +1.70 +1-70 +/-70 +/-70 +-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z of 40 +1.70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 C/) FZ42 +/-70 +1-70 +/-70 +/-70 +-70 +1-70 +1-70 +1-70 +1-70 WW< W ,a4S S m 44 +1-70 +1-70 +/-70 1 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 u- CDQ. 0 rn 46 +1.70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 m48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z }?' 50 +1.70 +1-70 +!•70 +00 +1-70 +/-70 j p Il 52 +1-70 +1-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING alll rosaO saua,5 54 +/-70 +/-70 +/-70 +/-70 THROUGHTHE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PERSHEET4 56 +/-70 +l-70 +/-70 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS 56 +1-70 +1.70 (SEE TABLE 2) (SEE TABLE 3) NOTES: 35.5" 4" 1)SUCK DIMENSIONS SHOWN. 60.926 +l-70 . . 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �- 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), - I FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.p 58705 TABLE 8: Window Design Pressure,(*I-psi Use this teme for Glass 12 3116"A Cap-Airspace-7116"A/A with PVB Types: Window Long Side(In) TABLE DIMENSIONS MAYBE } Dimensions 69,649 71 73 75 78 BO 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +1-70 +1-70 _ +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +/-70 +/-70 HORIZONTALLYASSHOWN. 34 +/-70 +1-70 +/-70 +1-70 +t-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 LONG PRODUCT REVISED 36 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +I-70 +1-70 LONG SIDE SIDE Wcomplying withthop2ew'de �- /� Building Code 38 +1-70 +1•70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Ay AcaptancePlol(o-O(o .[i2 ao +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +1-70 +/-70 / 42 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-69.5 +1-66.7 SF SIDET By Pdiatui eP[od(G! 44 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•TO +/•69.9 +/-66.4 +/{3,71- 46 +/-70 +1-70 +1-70 +/-70 +I-70 +1-70 +/-70 +/-70 +/-69.9 +1.67.4 +1{3.9 +1.61.7 SIDE r� - a c 48 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1{7.6 +/-65,3 +/-61.9 +/-59.7 z v 50 +/-70 +1•70 +/-70 +/-70 +/-70 +00 +/-69.5 +/-66.5 +/-65.9 +/-63.4 +1-59.9 N 0 52 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-67.8 +/•66.9 +/-64.2 +/-61.6 LONG SIDE -� N 54 +1-70 +1.70 +1-70 +1-70 1 +/-70 +/-70 +1-66.2 +1-65.3 +/-62.6 56 +1-70 +1•70 +1-70 +1-7D +/-70 +1{9,2 +1-64.7 +/-63.8 SHORT /�/ LONG 57 +/-70 +/-70 +/-70 +1-70 +/-69.6 +/•68.1 +1-64 SIDE Y SIDE Q GO +/-70 +/-70 +/-70 +/-69.7 +/-57 +/•65.3 -t- j r co 'gay MO.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 62 +/-70 +/-70 +1-69.9 +/-67.9 +/-65.2 O: THROUGH THE FRAME PERSHEETS 3&4' THROUGH THE INTEGRAL FIN PER SHEET4 O o 64 +/-70 +/-70 +1•68.3 +/-66.3 >-'0 v aloes o 66 +/-69.9 +/•68.9 +!•66.7 APPUESTOB,CORDANCHORS APPUESTO F ANCHORS Ur N N �. i(V (SEE TABLE 2) (SEE TABLE 3) SHORT I- O m m La 66 +1-68.4 +1$7.4 15.5" a° SIDE I� O_j of J p -T,,7- p 69.649 +/-87.1 Z W �W to --'c _W OU Xy o g TABLE 9: W Z O g CO Window Design Pressure,(+l-psQ UseNstaele o W m o m DMa 3/16"T Cap-Airspace-7116"A/A with PVB res Ty pa Glass13 z a z m -jC Window Long Side(In) O LU U_ O Dimensions 69.649 71 73 75 78 80 85 86 B9 92 96 99 3 CD m 32 +/-70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 OW IaaVs 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 ® N W Z 36 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 '+/-70 +/-70 +/-70 +/-70 +/-70 +1-70 - _ U) Z 38 +/•70 +/-70 +1-70 +I-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 c W LU aI"oS 40 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 +J-70 +/-70 +l-70 +/-70 +1-70 +1-70 o X O- 0 42 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 1 +1-70 +1-70 tl 44 +/-70 +1-70 +1-70 +/-70 +/-70 +/•70 +/•70 +/-70 +/-70 +/-70 +/-70 +1.70 Z 46 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-66.6 > p 0- 0 48 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-68.8 +/-66.3 aq1 'ossa sauas 0 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +1-70 +/•70 rn 52 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-7D +/•70 +/-68.5 0 co 54 +/-70 +1.70 +1-70 +1-70 +1-70 +/-70 +/•70 +/-70 +/-69.5 NOTES: _ co 1)BUCK DIMENSIONS SHOWN. 56 +/•70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 _ 57 +/-70 +/-70 +/-70 +1.70 +1-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE ..,.,".... NEXT AVAILABLE SHORT OR LONG DIMENSION. _ -- 60 +1-70 +1-70 +1-70 +1-70 +!-70 +/-706 - 62 +/-70 +/-70 +1-70 +1-70 +1.70 MAX.O,G SPACINGIFANCHORING MAX O.C.SPACING IFANOIORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), L 64 +/-70 +!•70 +/-70 +/-70 THROUGH THE FRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOWSIZE IN APP UESTOB,CORDANCHORS APPLIES TO F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL147 66 +!•70 +J-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. 68 +l-70 +1.70 (SEE TABLE 2) (SEE TABLE 3) . Ll 69.649 +1-70 15.5° 3.9" A.LYNN MILLER,P.E. RE.#58706 TABLE 10: Window Design Pressure,(+1-psf Use this table for Glass 14 3/16"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(I Dimensions 69,649 71 73 75 78 80 8 8 5 86 89 92 96 99 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 32 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/410 +60/-110 +80/-110 +801-110 HORIZONTALLY AS SHOWN. 34 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/410 +801-109.4 +80/•108.3 +801.107.6 LONG PRODUCT REVISED 36 +80/-110 +801-110 +80/-110 +801-110 +801-109.6 +80%108,6 +801-106.8 +801.106.6 +80/-105.5 +80/-104.7 +801-103.6 +80/-102.9 SIDE v WMPI*9 with dw FWid° 38 +801-109.7 +80%108.9 +801-107.8 +801-106.8 +80/-105.5 +801-104.6 +801-102.7 +801-102.4 +80/•101.4 +80/-100.5 +801.99.4 +801-98.7 �- LONG SIDE % building Code T / c-AcmPmnce No •0 40 +801.106.3 +801-105.5 +80/-104.4 +801-103.3 +80%101.9 +801-101 +80/-99.1 +80/-98.7 +801-97.7 +801-96.8 +801-95.7 +801-95 + .pimfiun Dafc /Il(pp j 42 +801-103.3 +801-102.5 +801-101.3 +801-100.2 +801.98.8 +80/-97.9. +80/-95.8 +80155.5 +801-94.5 +801-93.5 +801.92.4 +80f-90.7 SHORT By SIDE Miami acle Product 44 +BO1-100.7 +80/-99.8 +80/-98.6 +801-97.5 +801-96 +801-95 +BO/-929 +801-926 +1101-91.6 +801-90.4 +801-87.1 +801-84.7 SHORT 46 +801-98.4 +801.97.5 +601-96.2 +801-95 +80/•93.4 +80/•925 +801-90.3 +801.89.9 +801.88,1 +801-85.5 +801-83.1 +801.81.6 SIDE 0 48 +80/56.3 +601-95.4 +801-94.1 +801-929 +801-91.2 +80/-90.2 +801-88 +80/-87.6 +801.84,6 +80/-82.6 +801-80.2 +/-78.6 a 50 +80/-94.6 +801-93.6 +801-922 +801-90.9 +801-89.2 +801-88.2 +80/-85.4 +80154.5 +80/-82.4 +801-80.2 +/-77.6 T ", e52 +801-93 +801.92 +BD/-90.5 +801-89.2 +80/•87.4 +801-86.4 +80/-83.3 +801-825 +801-80.2 +/-78 ��- LONG SIDE y 54 +801-91.7 +801-90.6 +801-89.1 +801-87.7 +801.85.8 +801.84.7 +801-81.3 +60/-80.4 +/-78.1 T- , 56 +801-90.5 +80159.4 +80/-87.8 +801-86.4 +801.84.4 +801.83.2 +/-79.3 +1-78.5 SHORT LONG 57 +B01-90 +801.88.8 +80/57.2 +801-85.8 +801-83.4 +80/-82 +/-78.4 SIDE �/ SIDE Q 60 +801-87.2 +801-86 +801-84 +801.826 +60%80.1 +1-78.6 j ay PA C.SPACINGIF ANCHORING MAX.O.C.SPACING IF ANCHORING O)62 +801-84.6 +801.83.8 +801.82.1 +801-80.4 +l-78 THE FRAME PER SHEEr53&4 THROUGHTHE INTEGRALFIN PER SHEET4 64 +801-82.9 +801-82 +801-80.1 +/-78.4 }LO a1o0 O O+BO/-81.1 +BO!-80.1 +/-78,3 S TO B,COR DANCHORS CD 04 N � 04 (SEE TABLE 2) NOTAPPUCABLE GLASS TYPES I4 THROUGH SHORT I _ O raj -� fn r:664: 8 +/-79.3 +/-78.4 13.2• 17 MAY NOT BE USED WITH SIDE 1 0N o 's69 +/-77,7 J-CHANNEL OR INTEGRAL Z u7 LL rD iNDJO TABLE 11: FIN FRAMES. U U X�2 o u OD Window Design Pressure,(+1-psf) Use W LLJ m O "t C0 a for Gess 3116"T Cap-AI rspace-7116"A/A with SG Type 15 0 4 0 -3 o Window Long Side(in) ^Z d Z v Q w LL Dirnensions 77.76 79 81 B3 86 87 91 94 96 99 104 107 111 Z m O 36 . +80%110 +801-110 +801-110 +801-110 +BO/-110 +801.110 +80/-110 +60/-110 +80/-110 +801-110 +801-110 +60/•110 +801.110 auowaBLE MAX.O.C.SPACINGIF 3 , ANCHORGROUPS ANCHORING THROUGH �O Om +B/-110 +80-110 +80!•110 +8 -110 +801-108.5 +80-107.5 +80-19 +801-106.1 +801-104.8 +80/-10.1 +8 -1033 fay540 LLI PERSHEEr2 THE FRAME PER SHEET 3 42 +80/-110 +80'-109.8 +801-108.8 +801-107.9 +801-106.7 +801-10&3 +801-104.8 +80/•103.8 +80/-1032 +801-100.8 +80/-97.7 +80/-96.4 +80/54.8 u Z B,CORD 13.2" 44 +801.107.3 +80-106.7 +801-105.7 +801.104.7 +1101-103,4 +801-103 +80/-101.4 +801.98.6 +80196.7 +80/-941 W Z +80/-91.4 +80/-90.3 +80189.2 0 W 48 +801.102 +BOY-101.3 +801-100.3 +80/-99.2 +801-97.3 +801-96.2 +804925 +80/-90.4 +801.89.2 +80/$7.3 +801-84.4 +80%827 +80/-80.5 ¢ W W LL x a- O 50 +801-99.8 +80159.1 +801-98 +80/•96.9 +80133.9 +80/•93.1 +801.89.9 +80/-87.7 +80/-86.2 +80/-84.3 +801-61.1 +/•79.3 +/-77 O u• Z �I 51 +801-98.8 +801-56 +801-96.9 +80/-95.8 +801.928 +801-92 +80 88.7 +801-86.4 an +801.85 +801-828 +/-79.6 +/-77.7 +/-75.3 Z 54 +80%86.1 +80f-95.3 +80-94 +801.921 +80189.4 +80188.5 +80 85.1 +80/•827 +80181.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 a 58 +801.94 +80133.2 +801-91.6 +801.90.1 +801$7.2 +80/-88.3 +801.828 +801.80.2 +/•78.6 +/-76.3 +/-725 +/-70.5 ap •°saD saua5 v 6B +80/-91.4 +80(30.6 +B(Y-89 +801.87.5 +801$5.1 +80/-84.2 +B01-80,6 +/-78 +/-76.3 .+/-738 +/-70.2 , = 61 +801.87.8 +80/-87 +80/-85.3 +801.63.6 +80/.81.2 +80/-80.5 +1-77.3 +/-74.6 +/-728 +/-70.4 L 63 +801-85.5 +601&1.6 +80/-B2B +801-81.1 +/-78.8 +/-78 +/-74.8 +l-723 +/-70.6 NOTES: _ m 64 +80/-84.4 +80/ 3.6 +801.81.7 +/-80 +/•77.6 +/-76.6 +/-73.5 +1-71.2 1)BUCK DIMENSIONS SHOWN. 66 +80/-822 +801-81.2 +/-79.4 +/-77.6 +1.75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ 6B +/-80 +/-79.1 +1.77.2 +1-75.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. 70 +1.78 +/-77.1 +1.75 +1.73.2 +/-70.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 72 +/•76 +/-75 +/-73 +1.71.1 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEE74 FIND THE SMALLEST SQUARE WINDOW SIZE IN .. . 74 +174.1 +1-73 +/-71 APPLIES TO B,C HORS THE TABLE(S)ABOVE WHICH THE WINDOW WILL COMPLETELY FIT WITHIN.(SEE TABLEBLE 2)2) NOT APPLICABLE 78 +/•722 +/-71.1 13.Z' • I 77.76 +!•70.5 A.LYNN MILLER,P.E. P.E.#58705 TABLE 12: Window Design Pressure,(+1-psf) Use tAs table TABLE DIMENSIONS N1AY BE for Glass 16 ORIENTED VERTICALLY OR 118"T Cap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN. Window Long Side(n) LONG Dimensions 60.926. 64 66 68 70 74 77 1 80 64 87 92 97 99 SIDE 32 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 �- LONG SIDE /O 34 +6017110 +801-110 +801-110 +801.110 +801.110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +8D/-110 +80/-110 PRODUCTREVISED SHORT os comptyii g with 6e Florida 36 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +BO/-110 SIDE Bwldh�g Code 38 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +801-110SHORT A�zoprmx No 1 Olo�Lr1.12 Expirsi Date QAC 40 +801-110 +801-110 +801-710 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 SIDE By 42 +801.110 t80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80+•110 +80/-110 +80/010 hq[�ni ode F'rafvct Contrd 44 +801-110 +80/-110 +601-110 +80/-110 +801-110 +801-110 +80/-110 +861-110 +801-110 m T c N I# 46 +801-110 +801.110 +801-110 +BO/-110 +801-110 t80/-110 +801-110 +80.1-110 LONG SIDE�- 0 48 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 U) 60 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 SHORT LONG 62 +801-110 +801-110 +801-110 +801-110 +80!•110 MAX.O.C.SPACING IF ANCHORING MAX.O.0 SPACING IF ANCHORING SIDE SIDE 64 +801-110 +801-110 +80/-110 +801-110 THROUGH THE FRAME PER SHEEF53&4 THROUGHTHEINTEGRAL FIN PER SHEEr4 56 +80%110 +801-110 801-110 +80%110 +801-110 APPUISTOB,CORDANCHORS + (SEE TABLE 2) - NOTAPPUCABLE Q 68 GLASS TYPES 14 THROUGH LU 118" _ 60.926 +80/-110 17 MAY NOT BE USED WITHSHORT _ Of J-CHANNEL OR INTEGRAL SIDE I-- O U O TABLE 13: FIN FRAMES. N v slop O p W 04 Window Design Pressure,(+/-psf) Use isteble 0"' m 3/16"T Cap-Airspace-7116"H/H with SIG I forTYPe 17 O N J o — a � z '0 IL co =LL C Window Long Side(In) 0 X_ o' Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 IW-W CO0O Go `r a5+o 36 +801.110 +601-110 +801-110 +861-110 +80/-110 +801-110 +80%110 +801-110 +801-110 +801-110 +BGf-110 +80/-110 +801-110 +801-110 +80/-11 D +80%110 +80/-110 +801-110 n> O!" W _ 40 +801410 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801-110 +80/410 +801.110 +801.110 +80/•110 +801-110 +801-110 +80%110 +801-110 +80/-110 Z d z h 42 +80/410 +80/•110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +80/-110 +801-110 +80/410 +801-110 +80/410 +80%110 +80/-110 +801410 O --p1q O 44 +80/-110 +801.110 +801410 +801-110 +801-110 +601-110 +80/-110 +801-110 +801-110 +80/-110 +861.110 +80/-110 +80/-110 +801-110 +8D1-110 +801-110 +80/-110 z Q 48 +801-110 +801-110 +801410 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 ?: +801-110 1 S O ~ W laays 50 +80/-110 +801-110 +801-110 +801410 +801-110 +801-110 +801410 +80/-110 +801-110 +801-110 +801-110 +80%110 +801-110 +801-110 +80/-110 z 51 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801410 +80%110 +801-110 +801-110 +801-110 +80/-110 +80/•110 u z 54 +B0/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80%110 +801-110 +80/-110 +80/-110 +801.110 +80%110 +801.110 O W 71-533 66 +80/-110 +80/-110• +80/-110 +801-110 +801-110 +801-110 +801-110 +601-110 +80/-110 +801-110 +801-110 +80/-110 u¢. X a C, O $ 58 +80/•110 +801-1101 +801-110 +801-110 +801410 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 W Z w UO LO z 61 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80%110 +801-110 +80/-110 +801410 N 63 +801410 +801-110 +80/-110 +801-110 +801410 +801-110 +80%110 +80/-110 +80%110 a 64 +801-110 +801-110 +60/410 +8(1-110 +801110 +801-110 +80/-110 +801-110 epi •�saa sauaS 66 +80/-110 +801.110 +801.110 +80/-110 +801410 +80/-110 +601-110 68 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 ' 70 +801-110 +80/-110 +80/410 +801-110 +80/-110 72 +80/410 +801-110 +801410 +801-110 74 +801.110 +80/-110 +80/-110 .. . 76 +801-110 +801-110 - f 77.76 +80/-110 l>S NOTES: 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.958705 1 i rf -+{ 1.376' � 3.500" 3.500' 3.500' 3.500' .062" ��+- .062" '-f— .062" ��-+- .062" 7 I,U��' 355' .060' OANCHOR COVER 1.483" 1.483" 1.483• 1.483" 1 p =o 7 L o 1 884' 301" .625' .625" O 1.375" O J-CHANNEL FRAME O FLANGE FRAME 1.375 O INTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME O BEAD ALUMINUM SILICONE a MELT BUM REINFORCEMENT POLYISO- t"'T." NT FILL AREA _ STRUCTBUMENE 8671.EA.j 4 .175' SILI5116"NOM. gFAI5/16"NOM. STRUCTURAL 3116"NOM. POLYISOBUTYLEN 1/4"NOM. BUTYL LICONESEAL DESICCANT ROLL-FORMED WITH DESICCANT DESICSTAINLESS STEEL FOAM EXT.GLASS EXT.GLAEXT.GLASS EXT.GLASS INT.GLASSLASS INT.GLASS LASS MITERED CORNERS WITH KODISPACE SUPER DURASEAL@ XL EDGE'"' INTERIOR AND8D 81 ® TM O O EXTERIOR 4SG TPS SPACER NXT SPACER SPACER WELDS TABLE 14: # Part# Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Le /Box Frame PVC PRODUCT REVISED 9 9 �mmpllvtg with ft Florida 5 5 620133 Anchor Cover PVC Builaing.Code FRAME 6 720136 7/8"Glazing Bead PVC n p.1,Pt°IG-o�CL°I'1202Q ASSEMBLY DETAILS 7 1 7 1 720135 1"Glazing Bead PVC By 74 1 1 Backbedding,GE 7700 or Dow 791 Silicone "liam neae ProAa+ 78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+/.5 duro. EPDM 1 ' EXTERIOR `��`�pNY•,YNiy,���, *: No.58705 NOTES: •; *_ 1)SOME PARTS NOT SHOWN FOR = VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 Part# Description Material CLARITY. 2)J-CHANNEL FRAME SHOWN,PART BOM&ASSEMBLY J ROSOWSKI -A0 sT BO Kommedin9 4SG TPS Spacer System #1.OTHER FRAME TYPESAPPLY. See this 3)ITEMS#8-73,75-77&79 ARE NOT ® ¢ i��s•'•. ORIDP,.•'G\��� 81 Quanex Super Spacer nXT with Hot Melt Butyl USED AND ARE NOT PART OF THIS JR-05/05/16-ADDED SPACERS 82 CluanexDurasealSpacer Sheet for APPROVAL. CERT.OF AUTH.#29296 N / NALtE���� Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE 83 Cardinal)L Edge Spacer AAMA EXTRUDER CODE. N.VENICE,FL 34275 REFERENCE TEST REPORTS:FTL-8717,8966&8970 (941)-480-1600 PW-5520 ° NTS " 11 OF 11 o z° MD-5520.0 2° A A.LYNN MILLER,P.E. �n uti RE#58705 S MIAMNDADE MIAMI-DARE COUNTY 0 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) rvww.miamidade.Qov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR-5510"PVC Horizontal Rolling'Window—L.M.T. APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with. the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Mrarn nAne couivrr NOA No.16-0714.17 jib Expiration Date: September 24,2020 Approval Date: September 01,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No. NM-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL Edge m spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15--0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBG, 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) Manuel Pere Product Control Ex NOA No.16-01V. Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series 5510 PVC - horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F"TL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA_No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t11 Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 "SentryGlas® (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. Manuel Pe .E. Product Controlxami er NOA No. -0 4.17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest, dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15:0903.10) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10, issued to PGT Industries,Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15 and expiring on 09/24/20. Manuel Pe . Product Controlxam' er NOA No. It 417 Expiration Date: September 24,2020 Approval Date: September 01,2.016 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5 —►{ 12-3/4'MAX.O.C. _ B SEE VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE 8"MAX. r-------'- SHEET 3 1 �I SEE SHEETS LEVEL,SEE SHEETS 8$ IMPACT RESISTANT MAX. f I� 9.16D,SEE 2-5 ANCHORS,SEE CLUSTER SHEET 4 DETAILS SHEETS 15.85" 18.94'MAX.O.C. SA 10'MAX - —.—.—.---_ 8°MAX. �— MAX.O.C. —'SHEET3 yr t -- ------ 1 B,SEE C.SEE F_ j .A j 10"MAX. SHEET 4+ 1 E.SEE ..................._ __._._.__._._ .� SHEET3 19' 76 EQUALLY / / MAX.O.C. MAX. / / j 72' E SPACED ANCHORS PER EIIG T I a I g� EQUALLY 63" TABLES 17-27 I J HEIGHT SPACED / / / I MAX ANCHORS PER BUCK / ) SEE j TABLES I7-27 / / / i HEIGHT SHEETS 9-16 I k 15.67' ,0 X X O. X i MAX O.C. 8"MAX SEE SILL SEE SILL WEEPHOLE� I _II �1 WEEPHOLE SEESILLL Iv _ 4"O.C, yil 3"MAX. '�'1 4'O,C. 3'MAX B DETAILS, BETWEEN L DETAILS, BETWEEN WEEPHOLE 4'O.C.BETWEEN SHEET3 _ B SHEE74 L D DETAILS, WEEPHOLES 3"MAX VVEEPHOLES EPHOLES SHEET3 75"MAX.BUCK WIDTH 75'MAX.BUCK WIDTH 140"MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION . SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN STANDARDS USED: GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION •ASTM E13OD-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH.THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION 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)MUSTTEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 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 •AISI-S10D-07/52-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN , AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.........................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DkESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 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. FRAME,GLASS&ANCHOR 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEG/BOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL...................... 4 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 GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9-16 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER _ EXTRUSION PROFILES&BOM 117 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. as complying wish the F-Ictide Building Code USER INSTRUCTIONS: AcecpinnceNo/(o 1q'•1 1 DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. Revised Br. Dote. Revislen: E::p'.Lion D.1 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND A)ADDED SPACERS TO i REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FCR THE WINDOW OPENING USING JR 05/05/16 By SHEETS 6-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - SHEETS. yy�ni a of TABLES 6-16 ( ) Revised By: Dole: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEETS TO HELP FIND THE APPROPRIATE TABLE, Revlslon: - 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHORISUBSTRATE WILL MEET L ® DesaAPtion: Drown By: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET �V GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MET. 0 � �- _ 1070 TECHNOLOGY DRIVE Title: Data: 5)INSTALL AS PER SHEET 3 FOR FLANGEBQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. N. VENICE, FL 34275 USE TABLE 40N SHEET 2T0 FIND THE APPROPRIATE DETAILS. 1!`;.''• �'^I" P.O. BOX 1529 HORIZONTAL ROLLER-LM 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, .r N;-"E' NOKOMIS; FL 34274 5eries/Afodel: Seale: Sheol Drowlrtg No. Rer. INTEGRAL FIN OR EQUAL LEGBOX),SEE FIGURE B ON SHEET2. A.LYNNIMILLER;P:E. CERT. OF AUTH. X29296 HR-5510 NTS 1 OF 18 MD-HR5510-01 A REN 58705 i I I i TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass ' Description(Listed from Exterior to Interior) Frame Glass Installation Type Types Options Substrate Option Detail Sheet 5 71e'Laminated I.G.:1/8'A Exterior Cap+7116"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer (we Flg B) (see Table 1) Conditions 6 7/8'Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Interlayer Through the into 2X Wood Flame/Buckstlip-sheet 4,option 5 7 7/8'Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer J-Channel 1-4 integral fin...... ....into Metal-sheet 4,option 8 8 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer (#1) Through the frame ••••into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ,,,,into Metal-sheet 4,option 7 10 7/8"Laminated I.G.:118"T Exterior Cap+7116'Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090"SG Interlayer into 2X Wood FramdBuckstrip-sheet 3,option 1 11 718"Laminated I.G.:3116"A Exterior Cap+318'Air Space+5116"Laminated;(2)Utes of 1/8'H Glass with.090"SG Interlayer Flange 1-4 Through the[Tame ....Into ConoreldCMU-sheet 3,option 2 12 7/8'Laminated I.G.:3116"T Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 118"H Glass with.090"SG Interlayer (#2) of the window...... ,,..through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 14 7/8'Laminated I.G.:118"T Exterior Cap+5/16"Air Space+7/16'Laminated;(2)Utes of 3/16"A Glass with.090"SG Intedayer into Metal-sheet 3,option 4 15 7/8"Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090'SG Interlayer Through the Into 2X Wood FramdBuckstrip-sheet 4,option 5 Integral Fin integral tin...... ....into Metal-sheet 4,option 8 16 7/8"Laminated I.G.:3116"T Exterior Cap+1/4"Air Space+7116'Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer (#3) 1-4 Through the frame ....into 2X Wood FramdBuckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSURE/ANCHORAGE INDEX. of the window...... ....into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11$15 ....into 2X Wood FramdBuckstrip-sheet 3,option 1 MAY NOT BE USED IN THE Box/ Through the frame ....into Concrele/CMU-sheet 3,option 2 Group Anchor Substrate Min.Edge Min. HVHZABOVE 30'. Equal-Leg 1-4 P p Distance Embedment' • (�) of the window...... ....through lX Buckstdp into CancretdCMU-sheet 3,option #10 SMS P.T.SouthernPine(SG=0.55) 7/16" 13/8" MIN.OF 3 THREADS ....into Metal-sheet 3,option 4 ' , (steel,18-8 S.S. Steel,A36• 318' 0.050" BEYOND THE METAL or 410 S.S.) Steel Stud,A653 Gr.331 318" 0.0451"(18 Ga.) SUBSTRATE.FOR "A"=ANNEALED A Aluminum,6063-TS* 318" 0.050" STEEL STUDS, 'H"=HEAT STRENGTHENED MIN.Fu=45 KSI$ 'T"=TEMPERED P.T.Southern Pine(SG=0.55) 7/16" 13/8" MIN.Fy=33 KSI. FIGURE B:FRAME TYPES 3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1318" PVB'=BY RARA AM PVB Ungrouted CMU,(ASTM C-90) 2-112" 1-114" 'UNGROUTED CMU' �� �e BY KURARAY AMERIC0.INC. VALUES MAY BE P.T.Southern Pine(SG=0.55) 9/16" 13/8" USED FOR GROUTED (��/0❑ SG'_.090'SEMRYG KU #12 SMS D4 —/CE � INTERLAYER BY KURARAY Steel,A36' 3/8" 0.050" CMU APPLICATIONS. n3' AMERICA,INC. B (steel,18-8 S.S. Steel Stud,A653 Gr.33• 318" 0.0451" 18 Ga. ( ) INSTALLATION NOTES,SEE SHEETS 3$4 FOR ILLUSTRATIONS: or 410 S.S.) � BDXQR Aluminum,6063-75• 318" 0.063" �� EQUAL- 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE Concrete(min.2.85 ksi) 1" 13/4" LEG 114"Steel Ultracon TABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel Creteflex Concrete(min.3.35 ksi) 1' 1314" USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2° 1-W4' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"steel Ultracon P.T.SouthernPine(SG=0.55) 1" 1-318° 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-314" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD ( 0� /3�/0 D 1/4"steel Creteflex BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER,1X AND 2X �J 7F P.T.Southern Pine(SG=0.55) 1" 1-3/8" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY INTEGRAL 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1318" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND J-CHANNEL FIN 114°steel A re-GatorE� P.T.Southern Pine SG=0.55 1" 1318' INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 99 Grouted CMU,(ASTM C-90) 2" 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED Min.Ede Min. as complying wirh the Florida ® Duildiag Cade Group Anchor Substrate 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Distance Embedment Arxeptancc No '0 E 2-112"x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8' 2-7/18" _ Re iced ey: Date: Revrofon: asuoe Dara 2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=0.55) 3/8' 2-7/16" ey Reriaron: Miam Do c Ptodrsct P.T.Southern Pine By: Data Pine(SG=0.55) 1/2' 1-318° � _ #10 Trusshead SMS A(Mninum,6063-T6• 316" 0.050° - - (steel,18.8 S.S. Steel Stud,Gr.33• 3/8" 0.0451"(18 Ga.) = ® Desertpton: Drawn By: oralos.s.) MIN. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36• 3/8" 0.050" / P.T.Southem Pine(SG=0.55) 9116' 1-318" THREADS BEYOND I6 -:, THE METAL - 1070 TECHNOLOGY DRIVE 1Ttle: Date: #12 sleds Aluminum,6063 T5• 318" 0.063" SUBSTRATE.FOR N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 (steel, ,S S.S. Steel Stud,Gr.33' 318" 0.050' STEEL STUDS, - P.O. BOX 1529 a 410 S.S.) MIN.Fu=45 KSI 8 :• "'. NOKOMIS,FL 34274 Senes/61oda1: Scars ShwC Omring No. Rer. Steel,A38• 318" 0.050" MIN.Fy=33 KSI. A.LITJN MILLER,P.E. P.E.#58705 CERT. OF AUTH. #29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 A INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TMP. R E, INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT ANNDD EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL XO"OR"OX"SASH 1/4°MAX SHIM EMBEDMENT FRAME WOOD 16 29 2,SHEET FRAME ORRBUCRIP. —�{ 1/4'MAX.SHIM 19 18 30 28 SEE NOTE 2,SHEET 2. I � ..- 13 20 OPERABLE 43 FLANGE EMBEDMENT #10 OR#12 STEELS _ 40 SASH o EDGE FRAME SMS(G5),SEE 37-39 DISTANCE SHOWN 0 TABLE 2,SHEET 2. 2 28 E It 1!4°MAX SHIM _ TYP.ANCHOR TYPE, 2 `--!C�❑ ❑ FIXED 41 ' o o '�' ❑ O EMBEDMENTAND 13 LITE o_ VISIBLE .. EDGE DISTANCE PER ❑�� =l�_� LIGHT WIDTH �❑ TABLE 2.SHEET 0 TABLE 2,SHEET 2. OoD85 87 ��D "•" a DARE APPROVED MULLION, 29 SBC COMPLIANT I VISIBLE I 42 ,• ALUMINUM/STEEL FRAMING FLANGELIGHT WIDTH EXTERIOR EQUAL •a OR STEEL STUD.MAY BE FRAME 72 14 nn 4 VISIBLE VERTICAL OR HORIZONTALSHOWN 24 OR 25 OR 26 V LEG (1)AT MID-SPAN OF INTERLOCK FIXED . TYPICAL FOR ALL FRAME O(1)3-1l2'FROM EACH SASH LIGHT LITE BEE SUBSTRATE PROPERTIES. (SEE SHEETS 6-8) SHOWN CORNERAND(1)AT CENTER OF HEIGHT TABLE 2,SHEET 2 'XO°OR"OX"FIXED MEETING RAIL BUCK WIDTH SASH STILESlFtAILS zs HORIZONTAL SECTION A-A(OX) 22 OR BUCK 28 30 16 19 16 23 (SEE SHEETS 6-8)TYPICAL HEIGHT EXTERIORT OPERABLE 43 OPERABLE 40 20 OPERABLE 43 FOR ALL"XOX"SASH + SASH o SASH o - o SASH VISIBLE _ 37-39 21 OR22 0R23 LIGHT (SEE SHEETS 8-8) HEIGHT 28 TYPICAL FOR __�. o o�L.�_ 41 ALL SASH 16 FIXED ❑ 86 VISIBLE I o LITE o __ "7 VISIBLE I ,7 45 47 ❑a LIGHT WIDTH ff O lr- •. - �� LIGHT WIDTH 43 r' 29 FLANGE 81 FRAME a� 87 Q. WEEP OPT. P9 15 SHOWN NOTCHES 3!4°X1/4" 80 34 O0 25 OR 26 �'1 LIG VISIBLE IWIDTH 42 EXTERIOR 0 1-114'X 1/4° 2 (SEE SHEETS 6-8)TYPICAL FOR 72 14 V 4 4 1/4'MAX ALL"XOX"FIXED MEETING RAIL 33 BUCK WIDTH -- t< SHIM EQUAL-LEG PRODUCT REVISED . HORIZONTAL SECTION E-E(XOX) FRAME as—plying viththeFtaride- INSTALLATIONASPERSECTIONA,A ABOVE SHOWN B"'Id'6 Code EOUAL LEG P o FRAME SHOWN Revised Sr. Data: Acct mance 1'Ia /6°�.�.�. • Lr.. Revision: G'p�muoo 6e[a INSTALLATION EMBEDMENT r. By OPTION 2 Revised Dy: Dote: Revision: M am' ndcPc tC. ANCHORED THROUGH FRAME DIRECTLY INTO - f� ® Desenption: Drawn BY: CONCRETE/CMU. EDGE _ DISTANCEylslsLE LIGHT FO - �- - FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, C7., yI'I6;.;;�'; EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) :;,,'.�,�•, '; G- 1 1070 TECHNOLOGY DRIVE TDa Date: DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2-4-1/4' i ""��' •F. r.':�� N. VENICE, FL 34275 SEE TABLE 2,SHEET z. SECTION B-B :�. HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-114' `i,-,'• P.O. BOX 1529 ' NOKOMIS, FL 34274 Series/Model Sheet• Dnaning Na. Rev. A.LY�NN'MILLER,P.E. CERT. OF AM. #29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 A P.E.#58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE SHEETS 6$) NOTE 2,SHEET 2. SEE INSTALLATION NOTES SHEET 2 ANCHORED THROUGH � INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT FINIFLANGE REMOVED) "XO"OR"OX"SASH O WOOD FRAME OR BUCK- STRIP.SEE NOTE 2, EDGE —r-i 1/4"MAX.SHIM 19 16 30 16 29 28 EDGE SHEET 2. DISTANCE 13 OPERABLE 43 20 qp DISTANCE J-CHANNEL #10 OR 412 STEEL SASH o (� FRAME SHOWN l SMS(G5),SEE37-39 - - 1 TABLE 2,SHEET 2. oO 128 TYP.ANCHOR TYPE, 1 ❑❑❑ 114"NAX SHIM ❑ FIXED 41 0 1 EMBEDMENTAND I of '� ❑ EDGE DISTANCE PER LITE —�{I a❑ SUBSTRATE,SEE �❑ TYP.ANCHOR TYPE. /OR TABLE 2,SHEET 2. ❑�� _rte=� VISIBLE EMBEDMENT AND EDGE FLANGE MAY BE -�I LIGHT WIDTH DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) 72 BEE TABLE 3,SHEET 2. o 0 0 �i 65 87 FIN _�� FRAME 13 SHOWN DADE APPROVED MULLION, O VISIBLE 42 EXTERIOR ❑ 29 FBC COMPLIANT LIGHT WIDTH 72 ALUMINUM/STEEL FRAMING 24 OR 25 OR 26 14 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6.8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR z3 OPTION 8 (SEE SHEETS 6-B) ANCHORED THROUGH 30 16 19 16 TYPICAL FOR FIN INTO METAL 29 ALL"XOX" (FLANGE MAY BE REMOVED) 28 OPERABLE 2p OPERABLE 43 SASH BUCK EXTERIOR 40 HEIGHT � - o SASH o SASH Q 410 OR#12 STEEL VISIBLE Q �r-i� \,` 37-39 'F- -i� D SMS(G5),SEE 21 OR 2@2 23 LIGHT OPERABLE �Lo ii iI lI aTABLE 2,SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH ❑ 28 1 I� TYPICAL FOR - �� - 41 - JJ; ��"� FIXED ALL SASH 16 . I VISIBLE I_ e UTE o � VISIBLE I _�❑ Ll86 D 45 47 LIGHT WIDTH fff�- -' -�� LIGHT WIDTH OPT. -- FRAME ❑� '� 80 81 �_ FIN 67 85 �i WEEP SHOWN L-J-- -- -� NOTCHES 29 29 ❑ 3/4'X 1/4" 25 OR 26 LIG I IBLE W DTH 72 42 EXTERIOR OO 1-114'X 1/4' 3 14 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 a BUCK WIDTH - 3 11/4-*MAx HORIZONTAL SECTION F-F(XOX) as_pl.TREVISED o SHIM (1)AT MID-SPAN OF INTERLOCK as;Idi g iodwtth. INSTALLATION AS PER SECTION D-D ABOVE Duildin Code FIN FRAME 43 (1)3-1/2"FROM EACH SASH 8 _ T CORNER AND(1)AT CENTER OF Aceepteaoe No SHOWN T SASH STILESIRAILS '�1'• i,. Revised By: Dote: Revision: kat"DateBY TYP.ANCHOR TYPE, \. 1•� •..,,'' EMBEDMENTAND ' EDGE DISTANCE PER EDGE DISTANCE - -?' y Mj=, odc Nodoct Coin Revised B. Date: Rov7sfon: SUBSTRATE,SEE SEE TABLE 3,SHEET 2. —.-1 EMBEDMENT �— - ". _ //;; ® Description: Drown By: VISIBLE LIGHT FORMULAS (.C- J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) 6 �t( •::.'i•:`- 1070 TECHNOLOGY DRIVE Tills! Dote: ANCHORED THROUGH INTEGRAL FIN SECTION D-D ` '-'•'- INHOREDTODFRAMEORBUCK- WIDTH:BUCK WIDTH I2-4-1/4' ,:;•.�,.�;::•:- N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-114' = P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. '�- ''�-• :•I '-'`.�`' NOKOMIS; FL 34274 ;''_; " Series/Model• Scale: Sheet• Drawing No. Rev: A•L�NMIkLER:P•E. CERT. OF AUTH. #29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 A P.E.#68705 SILICONE STRUCTURAL7/8'NOM. —�{ 7/8"NOM. �•'{ 7/8'N M. 7/8"N M. �--• POLYISOBUTYLEN 114'NOM. WITH DESICCANT E)Cf.GLASS 76 KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 4SG TPS 7/16"AIR SPACE--\ 7116"AIR SPACE 318"AIR SPACE 318"AIR SPACE 1/8"A GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 16 ALUMINUM 7sas 7e 79 7x 79 7s 7s REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/16"NOM. ' BIITYL& DESICCANT FOAM 7/8°NOM. 7/8"NOM. 7I8'NOM. 7/8"NOM.EXT.GLASS n DURASEAL® I I I SPACER 5/16"H/H SG 5/16"H/H SG 5116"HM SG7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR 1�3 EXTERIOR HOT-MELT BUTYL STRUCTURAL 763 76-78 76-78 76-79 SILICONEk 3116'NOM. WITAHH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANTSUPER EXT.GLASS SPACERSNXT7Ma{76.79 F_ BTE TYP GLASS 7B'NOM. —1 7/8'NOM. 72 74 7/16"A/A SG 7116"AIA SGEXTERIOR GLASS TYPES 5,7,11 815 INT.GLASS 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE POLYISO- DESICCANT FILL AREA 28 3/16"A GLASS 3/16"1 GLASS HVHZ ABOVE 30'. BUTYBEAEVINT.GLASS 5116'NOM. 29 75 a EXTERIOR a EXTERIOR GLASS TYPES 10.12 8 1416 LICONE SEAL 29 MAY NOT BE USED WTH ROLL-FORMED 'J-CHANNEL OR INTEGRAL 78-79 78-79 •FIN FRAMES STAINLESS STEE XL EDGE'"" 33 P WmPlYi RHVISED 79 u GLASS TYPE 15 GLASS TYPE 16 ��m�yi�wi��Ft�� Fxr.GLAssSPACER a Building Code 16-o-W-17 .. :::. Revised W. late: R-Islon. nation Dale 20"� A)ADDED SPACERS, JR 05/05/16 MOVED CLSTR DETAILS. 9Y Miw Doge Prodtm( tr TYP.GLAZING DETAIL Revised W. Date: Rerleloa: nT 'A'=ANNEALED - a Description: Drorn DY: PeAa D¢rlptlon Material 'H GLAZING STRENGTHENED 1, �-- GLAZING DETAILS J ROSOWSKI T=TEMPERED I� /L , R76EKommedingSG TPS Spacer System "PVB"_.090"BUTACITE(D PVB BY KURARAY AMERICA,INC1070 TECHNOLOGY DRIVE 178e: Dote: see thisrSpacernXrwithHotMeltButyl sheetror "SG' 090"SENTRYGLAS®INTERLAYERBYKURARAY •. ,;: . N. VENICE, FL 34275HORIZONTAL ROLLER WINDOW-LM 05/15/15 seal Spacer AMERICA,INC. : P.O. BOX 1529Meledels �`' NOKOMIS;F7.34274 Seriea�Model: Sca(a: Sheot: DmrringNo, Rer.dge Spacer FORLAMINATEDGLAZING COMPONENTS,SEE TABLE 1, LYNN MILLER, CERT. OF AllTH. y29296 HR-5510 NTS 5 OF 18 MD-HR6510-01 A REFERENCE TEST REPORTS:FTL-0717,8968&8970 SHEET 2. REA 58705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reinf. Design Pressure Anchor Quantity TABLE 6: TABLE 7: Config. Width Height Type Level Glass Types Design Pressure(1bsHt2) Glass types Design Pressure(Ibs/ft2) Ta n earn ray ee 5-8 forXOorOXWindows 5-g for XO or OX Windows 54• 1 6 6 17 9 59• 2 7 6 18 9 Reinl Level R1 All Buck Heights up to 54• Relnf,Level R2 All Buck Heights up to 54" 75• 63' S 3 8 7 18 10 72' 4 10 B 20 10 All Buck Widths +50/-50 All Buck Widths +65/-70 X1 54° 1 6 6 17 9 up to 75° up to 75' or 54° 2 7 6 18 9 OX 75' 63' 6.0 3 B 7 19 10 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 83' 4 11 8 21 it 72• 4 10 B 20 10 75• 76' 10.12 4 12 B 22 11 14.16 4 12 8 22 11 � q 5.8 3 9 7 23 12 HEADER HEADER 120' 63° 5&6 4 13 8 24 13 )fOX 7&8 4 14 8 25 14 140' 63' 10.12 1 4 1 15 B 26 15 . 14-18 1 4 1 18 1 B 27 16 f— 4"MAX.D.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 0 p 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT U (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 7t6-ANCHOR FRAME TYPES& FRAME TYPES& STER DETAIL CONFIGURATIONS) O O 21 CONFIGURATIONS) O 21 0 4"MAX.O.C. —�-I I-�— n Exr� ��r I SILL EXTERIOR SILL o ILJI 7�AlCHORSASH WIDTH SASH WIDTHSTER DETAIL o o MEETING RAIL gJAM. o MEETING RAIL 4°MAX.O.C. --►I Ir— 0 0 24 0 2521 21 21 21JAMB EiFAIOR EXTERIOR 3-ANCHOR °I o D PRODUCT REVISED as axr,piyiag with rhe Florida CLUSTER DETAIL NOTES: Building Cod. 1)USE THESE TABLES FOR ALL WINDOWS Acceptance hb�/O'0 `/ INSTALLED THROUGH THE FRAME OR Revised B), Date: Revisfom >mrI Detc 7 f�f,� INTEGRAL FIN. - - A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND - JR 05/05/16 DETAILS By 8'MAX.O.C. I— J BUCK HEIGHTSHEETS 3-4).SASH SIZE IS AS Miami Dade Prodvc5 4°MIN.O.C. �"I ( ) Revised By: Date: Revision: PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT - DIMENSIONSHOWNONTHETABLE. - '. ® Description: Oroxm By. a>^1/a12-1/a^AND^t/31rJ-v3^INDICATE THAT DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS - ' 1070 TECHNOLOGY DRIVE Tills: at.., FALL WITHIN THE SASH WIDTH RANGE IN THE - N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 CLUSTER DETAIL ADJACENT COLUMN.'CUSTOM'INDICATES p.0. BOX 1529 THAT NO STANDARD SASH CONFIGURATIONS �' '/;;; !•�.. '•� NOKOMIS, FL 34274 Sedes/Modo1: Scale: Sheet: Dmr7ng Na. Rer. FALL WITHIN THE RANGE. p.•LYNN MILLER,P.E. P.E.#58705 CERT. OF AUTH. #29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A TABLE 8: Glass Types Design Pressure(lbsfrt?) 5-8 for XO orOX Windows Relnt Level R3 All Buck Heights up to 63' 0 All Buck Widths +50/-50 HEADER up to 75' SEE TABLE 18 FOR ANCHORAGE TABLED: Glass Types Sash Design Pressure(Ibsf e)forXOX O 22 5'8 Sash Width Windows Reint Level 0009oration Range[in) Window Buck Height SASH R3 48' M., 03" HEIGHT 35.114" %-y% 11.391.11.391 +50.0 5Q0 +50.0 50.0 +50.0 50.0 38" X-Y% 12308.12308 +50.0 50.0 +50.0 50.0 +50.0 50.0 2245-11(r Y"�"4 11.391-13.397 +50.0 -SQ0 +50.0 50.0 +50.0 .50.0 h% 13.398-14.683 +50.0 -50,0 +50.0 50.0 +50.0 50.0 O 47514' y4-%-y4 11.391-12.297 +50.0 50.0 +50.0 50.0 +50.0 50.0 12298-15.558 +50.0 5110 +50.0 50.0 +50.0 50.0 ioR Custom 11.391-12016 +50.0 50.0 +50.0 50.0 +50.0 50.0 SILL 52-U8' %y% 12.017-13.397 +50.0 500 +50.0 50.0 1+50.0 50.0 o % 13.398-17.016 +50.0 .50.0 +50.0 50.0 +50.0 -50.0 Custom 11.391-13.397 +50.0 50.0 +50.0 50.0 +50.0 50.0 SASH WIDTH 60" %-%-% 13.398.15.360 +50.0 -%0 +50.0 50.0 +50.0 50.0' 15.361-19.641 +50.0 5110 +50.0 50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 -%0 +50.0 50.0 +50.0 50.0 0e o MEETING RAIL 75" X-%-% 13.398-19.110 +60.0 50.0 +50.0 50.0 +50.0 50.0 25 '%--%-% 19.111-24.641 +50.0 -50.0 +50.0 .50.0 +50.0 50.0 Custom 18.360.19.397 +50.0 50.0 +50.0 .50.0 +491' -49.11 22 22 a 96" y y2% 19.398-24.360 +50.0 50.0 +50.0 50.0 +50.0 50.0 JAMB EXURDR Custom 24.361-30.360 +50.0 50.0 +50.0 50.0 +50.0 50.05 ff11 0 V 120' Yl-%-Y4 -30.360 +50.0 SQO 150.0 50.0 +49.1' -49.1' •+50/50 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE '•MIN.SASH SIZE=WINDOW WIDTH•59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complying with the Florida Buiidieg Code Revised W. Date: Revision: Acceptnoce 'mtioaDate / BY ' Revised W. Dote: Revision: Mian Dade Psodocl ® Deacrip8on: D=m W. No7Es: DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �•. ;.' 1070 TECHNOLOGY DRIVE 710e: Oats 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. N. VENICE, FL J4275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)'1141!2.114'AND'113-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKOMIS,FL 34274 Serios/ModeL• Scala: Sheet: Drawlnp No. Rar. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MIL'LEP,P.E. CERT. OF Al1TH. ji29298 H oder. NTS 7 OF 18 DIM No' 10-01 A THE RANGE. P.E.#58705 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(Ibsfie)for Glass Types Design Pressure(Ibse)for Glass Types sash TABLE 10: 5.8 XO or OX Windows 10-12&14-16 XO or OX Windows 58 6 sash Width Design Pressure(Ibs/ftz)for XOX Windows Reinf.Level Window Buck Height Rein[Level Window Buck Height Reint Leval ConLgurdOon Range(in) Window Buck Height Glass Types Design Ibs R4 36' 48' S4' 63' g ( ) Ra 48' S4' 63" R4 54" BS' 76' 6-e forXO or OX Windows Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -65.3 2#31 5.0 -70.0 *85.0 -70.0 +65.0 •7Q0 25-112" +65.0 -170.0 +65.0 •710.0 +65.0 •110.0 ReinC Level R4 All Buck Heights up to 7Y 5 5.0 -70.0 +65.0 -70.0 +65.0 •7Q0 t 28" +85.0 -110.0 +65.p -110.0 +65.0 -110.0 �" Y-h-Y 13.398-15.360 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 -70,0 50 -700 +65.0 -70.0 +65.0 -7Q0 ,� 36" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0r - 15.361-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 All Buck Widths so up to 75' 4-501-50 m q2^ +65.0 •70.0 +65.0 •70.0 +65.0 -7Q0 to 42" *65.0 -110.0 +65,0 -110.0 +65.0 .110.0 SS Custom 11.391-13.397 +65.0 -70.0 +65,0 39.6 +63.3 -63.3 +532 -53.2 48' +65.0 -70.0 +65.0 -70.0 +65.0 -7Q0 'S 48" +65.0 -110.0 +65.0 -110.0 +65.0 •110.0. m 75' �-�-� 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 -66.5 +562 -56.2 SEE TABLE 20 FOR ANCHORAGE P 19.111-26.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 •66.0 60" +65.0 -70.0 +65.0 -70.0 +65.0 -7Q0 60" +65.0 -110.0 *65.0 •710.0 +65.0 -939 Custom 18.350-19.397 +65.0 -70.0 +59.9 59.9 +55.5 55.5 +49.1. -49.1 75" +650 -70.0 +65.0 -70.0 +64.3• -64.3• 75" +65.0 -110.0 +65.0 -103.5 +65.0 -80.0 3! 86 Yl-%-Y. y_y 19.398-26.360 +65.0 -70.0 +621 521 +58.0 58.0 +50.3 30.3 '+651-70 FOR GLASS TYPES 65 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 21 FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +65.0 57.3 +57.0 57.0 TABLE 16: 0 1211' Y%_% •• -30.360 +65.0 -70.0 +59.8 59.9 +55.5 55.5 +49,1 -49.1 Glass Types Design Pressure(lbslft2)for XOX I WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE 10.12 Sash IBJ) HEADER •'MIN.SASH SIZE= Sash Configuration Width Windows TABLE 14: 2 ReinC LevelRange(n) Window Buck Height Glass Types R4 48• 51• 63• 788 Sash Sash Design Pressure(Ibsie)for XOXWindows C Custom 11.391-13.397 +85.0 -110.0 +65.0 -110.0 *65.0 -110.0 _ ReinC Leel onfigum on Width Range(in) window Buck Height 60' %-Y,-Y. 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 R4 36' 48' se 63' %-%-Y, 15.361-19.641 +65.0 -110.0 +65.0 1-110.0 +65.0 -110.0 O 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 Custom 11.391-13.387 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 60' %-%,% 13.398-15.360 +65.0 70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 � 75- y_Y� 13.390-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -170.0 SASH Y3-%-Y3-Y3-%-Y315.361-19.641 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 %-Y-% 16.111-24.641 +ss.o -110.0 +65.0 -110.0 +ss.o -110.0_ `- HEIGHT Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 to 75' %yi-% 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 9 Custom 77.841-19.387 +65.0 -170.0 +85.0 -110.0 +65.0• -104.8• m 96' Y.-Y.-Y. 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0• -109.6• 23 %-%-ye 18.171-24.641 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 �i Custom 24.361-31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 1;:� 360-19.397 +65.0 -70.0 +65.0 -70.0 +65.0 70.0 +&5.0' -67.2•398-24.360 +65,0 -70.0 +65.0 -70. +65.0 ...0 +65.0• 38.8120, 3")'-'/• 29.641-32575 +650 -110.0 *65.0 -170.0 +85.0' -104.6• u361-30.360 +65.0 -70.0 +65.0 -70.0 +65-0 -70.0 +65.0 -700%-%-Y, 32516-39.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 • -30.360 +65,0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0• -67.2• 140' Custom •• -39.641 +65.0 -110.0 E TA 26 F +ANC -RAG SILL SEE TABLE 25 FOR ANCHORAGE •+65/-70 FOR GLASS TYPE 8 •+65/-110 FOR GLASS TYPES 17&12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 "MIN.SASH SIZE=WINDOW WIDTH-60.72 o n ••MIN.SASH SIZE= 2 TABLE 16: Glass Types 2 SASH WIDTH 14-16 Sash Design Pressure(Ibs/k)for XOX Sash Width WindowsSECTION DETAIL Raint.Level Conligumdon Range tin) Window Buck Height e o FOR WINDOWS WITH R4 48_ 1• 63 p MEETING RAIL LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +65.0 1-110.0 +65.0 -110.0 +65.0 -110.026 (REINFORCEMENTS SHOWN 60' 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 0 o IN FIGURES APPLY TO ALL 23 23FRAME TYPES& %-%-ya 15.361-19.641 +65.0 -110.0 +65.o -110.0 +85.0 -110.0 E JAMB RI)R o CONFIGURATIONS) GLASS TYPES 10-12&14-16 Custom 11.391-13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -109.3ln-� 0 'MAY NOT BE USED WITH 75' %_y Y4 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -1020 V o J-CHANNEL OR INTEGRAL PRODUCT REVISED 19.111-24.841 +65.0 -110.0 +65.0 -110.0 +65.0 -1029 FIN FRAMES ucamplysng with thst[mi'ua '� Buikding Code m Custom 17.641-19.397 +65.0 -110,0 +65.0 -110.0 +65.0 -97.4 Acuptance -��� t + R.W ed Oct.: Revision: L' 'm[ion Date 96• %-/i-/ 19.396-24.360 +85.0 -110.0 +65.0 -110.0 +65.0 52.0 Oi" Custom 24.361-31.641 +65.0 -110.0 +65.0 -110,0 +65.0 -68.4 _ _ R2 Vrhde Prodaci 29.641-32.515 +650 -110.0 +65.0 -109.8 +65.0 -84.3 R.vls.d W. Oat.: Ravlslon: 120" %-%-% 132.516-39.641 +65.0 -110.0 +85.0 -105.0 +65,0 -80.6 140' Custom •• -39.641 +65.0 -110.0 +65.0 -105.0 *65.0 50.0 n- SEE TABLE 27 FOR ANCHORAGE �, r - m Desenpt;- NOTES: Drawn BJe t� DESIGN PRESSURE TABLES J ROSOWSKI �(.1�I_I� '. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 1070 TECHNOLOGY DRIVE Title: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)'114-112-1/4-AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 'l�'' ` NOKOMIS, FL 34274 Sanes/AlodoL• Saole: Sheet: Dmwing No. R.r. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LY.E.M5870S P.E. CERT. OF AUiH. #29296 HR-5510 NTS 8 OF 18 MD-HR5510-01 A P.E.#58705 TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 sasn Spacing for"Integral. Group E Group F 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Width a a a a a s a t Fln"Installation 3.8" 4" Head E Head E Head E Head B Head E Head E Head E Head E Reint Level (In) $Sill $Sill $Sill $Sill $Sill $Sill $Sill $Sill R1 Anchor Group A Anchor Group c GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �`mpIPi�SwIhLhbFbdde FOR OX WINDOWS(XO SIMILAR): BwldmgCade 29 2B" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY .4c«pta"mTb Ib•O f�.l�� PER JAMB ration Date m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 e to 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION .o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH ' TOTAL OF 7 ANCHORS AT THE.HEAD AND 7 ANCHORS AT THE SILL. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ; Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 _ 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Y Q •6 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET 6 36" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 --------`, > LO 0 Q m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 _ SEE ELEVATION, iY o c 48" 23.397 'i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O X / sHEET1 }^ v ama W � 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, 00,- cli SHEET 1 MEETING RAIL —I rn co 75" 36.897 2+C2+2 2 2+C2+2 '3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 0-1 ry J o „o n REPEAT ANCHOR PATTERN AT SILL Z W)LL SEE TABLE 6 FOR DESIGN PRESSURE U LU X (n TABLE 18: Co FOR XOX WINDOWS: �ZI m o 'T J �Mo Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY ^> Y im J 5-8 Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB Z CO a z W F¢— Reint Level W(In� Head E Head E Head E Head E Head E Head E Head E Head E 1+C3+2+C3+1�4 ,11 AND SILL ANCHOR QUANTITY: J O $SIII ' $SIII 8 SIII 8 Slll $SIII $SIII $SIII m ' CHOR ATTHE SASH J R2 $SIII +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ,o O 0) Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® N Z (Y taaV3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 9 Q J C/5 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHE SASH U = Q I' •S TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. d H a Z v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 z X 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 p O o 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 ° = N t j c SEE ELEVATION,SHEET I 48" 23.397 U 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET c"'i z O IY 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 �_____________ Asa 75" 36,897 2+C2+2 2 2+C2+2 131 2+C2+2 131 2+C2+2 3ai7!1 a cayaS SEE ELEVATION, Anchor Group B Anchor Group D L X O \ X SHEET I SEE 1 I 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, ;i<... SHEET 1 I SEE CLUSTER Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL DETAILS, Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 to � ... NOTES: 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH s0" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.AnchorO.C.I Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). !;: Group F SASH SIZE IS AS PER THE FIGURES ON 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- p SHEETS 6-8. SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO 4„ THE NEXT AVAILABLE WIDTH OR HEIGHT A.'I.'1'Nt5 hiILLE'R,,P.E. DIMENSION SHOWN ON THE TABLE. P.E.#58705 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-8 Sash Spacing for"Integral- 30"'Height 36"Height 48"Height 54"Height 6jHead 0"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation Width Head Head Head Head Head ° Head Head a Head Head Reinf.Level (n) &Sill to &Sill m &Sill m &Sill m &Sill m &Sill 0 &Sill m &SIII &Sill m Anchor Anchor R3 '� Group E Group F DUCT REVISED Anchor Group A Anchor Group C 3.5" 4" aPaRcOomplying u tm Flodua 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Build ng �pp L Acttptnace No t�0'O r'r"I'] v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Expiration Dee20 36" 17.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+132+1 4 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 BY NU."Dale Pmduct Comr< m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2t1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a 75" 36.897 2+C2+2 2 2+C2+2 31 2+C2+2 141 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 131 2+C2+2 4 2+C2+2 141 2+C2+2 4 > Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 141 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+CZ+1 4 Y Q 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 LO ^aa Y 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 j o O o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 p alaQ O 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 G N 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O m e 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 co 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z L a0 p SEE TABLE 8 FOR DESIGN PRESSURE 1:LLi U LL X C1J a 2 W— O cO W ma TABLE 20: o Lu m 0 m Dmmaa Max.Anchor O.C. o> 0 z rn Glass Types Anchor Quantities for XO or OX Windows ,-z d z � 5 8 Spacing for"Integral- LLI Sash 30"Height 36°Height 48"Height 54'Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Height 72"Height Fin"Installation J O Width Head Head Head Head n Head a Head Head E Head a Head Head Head Head Relnf.Leel (n) &Sill m &Sill n &SIII m &SIII m &Sill m &Sill m &Sill m &Sill &Sill m &Sill m &Sill m &SIII m Anchor Anchor m Z � taay5 R4 ' ' ' I � - � � a � � Group E Group F ® � Q � Anchor Group A Anchor Group C 3 2" 4" Q F- 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 .1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 ? �' Z aIIsZ 15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 a Q Q p Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 U12) 42" 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 m L) z O 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 ¢ = 2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: ait,1 •asa0 sa,as 75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 AREBU E DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE *,>..! .....�?,.',� SHEETS 3-4).SASH SIZE IS 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 45 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6-8. .I: 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 '1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT = SHOWN,ROUND UP TO ��• '_' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE _ IT -I m _ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT v DIMENSION SHOWN ON I'..-'i•'• ,.•�r'^..'•�' 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 "�%•`" •'�•` 3)SEE SHEET 9 FORA SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.#58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C.. Anchor 5-8 Sasn Spacing for"Integral- Group F 39-Height 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Width a a a -g a s a Fin"Installation 4" Reinf.Level (in) Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E &Sill �? &Sill 8 Sill ; &Sill &Sill &Sill > &Sill -T &Sill &Sill 8 Sill m R4 PRODUCT REVISED Anchor GroupA Anchor Group C P LLv«mplyiod wilA tlio Flmide 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Building Code A�eptm«I4°IG•o 14.1 28" 13.397 1+C2+1 2 1+132+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 t3 PimtionDat` 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miami nCe ProdoctC Ca 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v 60" 29.397 2+C2+2 2 2+C2+2 3 2+132+2 4 2+C2+2 4 2+C2+2 4 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 .141 Anchor Group B Anchor Group D 25412" 12.147 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+132+1 4 Y as ,6 28" 13.397 1CO +132+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 1+C2+1 2 _1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 .�— LU Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 > p C- 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 aI°a 0 a n v � to 48" 23.397 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 O 60" 29.397 2+C2+2 2 2+C2+2 3 2+132+2 4 2+132+2 4 2+133+2 4 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 p J c0 o e = 75" 36.897 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z u vNi L- W SEE TABLE 11 FOR DESIGN PRESSURE U(Wj X Cn TABLE 22: m O J � arra Glass Types Anchor Quantities for XO or OX Windows 1o�12&TYPES-6 MAY rc>o> Q o Q co 10-12&14-16 Sash I NOT BE USED z D Z LL. 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL W 0 Width Head Head Head Head Head Head Head Head Head Head Head HeadOR INTEGRAL FIN Reinf.Level On) FRAMES R4 &Sill &Sill &Sill °, &Sill &Sill °, &Sill &Sill nm &Sill A &Sill A &Sill —q &sill A &Sill 4 Z 0 ;aa45 Anchor Group A Anchor Group C Q W 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 = � Z 28" 13,397 1+C2+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Q Z 36" 17.397 1+C2+1 2 1+C2+1 3 1+132+1 4 1+133+1 4 1+133+1 5 1+134+1 5 0 = N t0 m 42" 20.397 Not Allowed 1+132+1 2 1+132+1 3 '1+133+1 4 1+133+1 4 1+133+1 5 1+134+1 5 cWi Z 0LD 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Qzt = _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+133+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: anu �sao sagas 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4).SASH SIZE IS AS PER THE FIGURES ON zE; 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 .4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+133+1 2)FOR SIZES NOT 4 1+C3+1 5 1+C4+1 5 ''r`I:: Y - m 42" 20.397 1+C2+1 2 1+C2+1 3 1+133+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 sHowN,ROUNDUP To Op THE NEXT AVAILABLE "` �.• 1 f 6 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+134+1 5 1+134+1 5 1+C2+1 2 1+C2+1 3 1+133+1 4 1+133+1 4 1+134+1 5 1+C4+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON •-''r� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE. 75" 36.897 2+C2+2 121 2+C2+2 3 2+C3+2 41 2+C4+2 141 2+C4+2 151 2+C4+2 151 2+C2+2 121 2+C2+2 3 2+C3+2 41 2+C4+2 141 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN'MILLER,P.E. TABLES. I I P.E.#58705 I i l TABLE 23: Glass Types Anchor Quantities for XOX Windows 5-8 Sash Sash 24'Height 30"Height 1 36"Height 1 48'Height 54"Height 83°Height 24"Height 1 30'Height 1 38'Haight 1 48'Height I 54'HeightWidth 63'Height ConSgtuatlon a a a a a a a a a a a Reinf.Level Range(^) Head 8 Sill Head 8 Sill Head 8 Sill m Head 8 Sill Head&Sill Head 8 Sill Head 8 Sill m Head&Sill a Head&Sill Head&Sill Head&Sill Head&SIII m R3 Anchor Group A Anchor Group C - PRODUCrREVISED 35-1/4" % % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+(x+O+C2+1 4 1+C2+D+C2+1 4 as complying with the Fiedh t Building Codc 38' Y,%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C2+1 3 1 1+C2+01+C2+1 4 1+(2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02*1 2 1+C2+O+q+1 2 1+02+0+C2+1 3 1+C2+0+02+1 4 1+02+0+(x+1 4 1+C2+0+q+1 4 Acocplanm Nn/(p-0?�Q; 45-1/8' Y.-Y,% 11.391-13.397 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 "orlon Dntc 2Q Y-Y-Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 9y 47J14' Y4- Y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 A4tamt nde Pmdnct ContM %-Y.-% 12298-15.558 1+C2+0+C2+1 2 1+C2+0+Cx+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+C2+1 4 1+C2+0+q+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+Cx+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r 52-1/8' %%% 12017-13.397 1+C2+1+q+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+(2+1+C2+1 4 1+('2+1+q+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*q+1+q+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 4 Y-y 13.398-17:016 1+C2+0,+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+q+1+C2+1'4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 _ ex In 13.398-15.360 1+C2+7+(xr1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2r1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+Cx+1+(x+1 4 1+C2+1+C2+1 4 Y Q 3 Y-Y% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 In "aa Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 uJO > 75' Y-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C1+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Ir O C/) O 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }L0 °lc0 to Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+(�+t 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+(�+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O '-0 '/y-%% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+Cx+1 4 1+C2+3+C2+1 4 J J Cn th C3 FBCustom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+(x+2+(x+1 4 1+q+2+q+1 4 1+C2+2+C2+1 2 1+(x+2+02+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+(x+2+02+1 4 1+C2+2+C2+1 4 Z u- t`vn LL co u.a,nI,-,- 0" Y+-%-Y -30.360 1+C*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+q+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U U_ X S2 o U) Anchor Group a Anchor Group D I-Z c0 O J � ^ma 35-114' %-%a-% 11.391-11.391 1+C2+MC2+1 2 1+C2+p+C2+1 2 1+C2+0+02+1 3 1+C2+WC2+1 4 1+q+0+02+1 4 1+C2+O+Cx+1 4 1+C2+0+C2+1 2 1+C2+0+(x+1 2 1+C2+p+C2+1 3 1+(x+p+(�+1 4 1+(�+O+q+1 4 1+C2+0+C2+1 4 n� O Yp ,a 38° Y,%-Y3 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+02+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 o Z a Z U, 851/8° Y-Y%, 11.391-13.397 1+C2+0+C,`2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+q+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+CZ+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J 0 Y3-Y3-Y3 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J N H '/y% 11.391-12.297 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+(2+1 4 1+q+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+q+1+C2+1 4 1+C2+1+(x+1 4 1+C2+1+02+1 4 Z x laays 47J/4' ® Q Y-Y% 12.298-15.558 1+C2+0+(2+1 2 1+C2+0+C2*1 2 1+C2+0rC2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+p+q+1 4 1+C2+0+C2+1 2 1+C2+0+(2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+(2+1 4 1+C2+0+02+1 4 � � Q � Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+Cx+1 4 1+C2+1+C2+1 4 0 Z L v 52-1/6' %%% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2r1 2 1+C2+1+C2+1 3 1+C2+1+0211 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+(:2+1+C2+1'4 1+C2+1+C2+1 4 S x Z dfOcs Y-Y-Y 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 00 O m Custom 11.391-13.397 1+C2+1+q+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 V lL0 6 60' Y4-Y2-Y4 13.398-15.3617 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+Cx+1 3 1+C2+1+C2+1 4 1+C;2+1+C2+1 4 1+(2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2r1 4 1+C2+1+q+1 4 1+C2+1+C2+1 4 v Z 0 -% 15.361-19.641 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+=G+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Q = 2 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+q+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C 2+1 4 aql •csn0 sa�.as 75- 'Y-'/:-Y 13.398-19.110 1+C2+2+Cx+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+q+1 4,1+02+2+C2+1 4 1+C;2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1.4 -y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+(x+1 2 1+ 1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 02 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+q+1 4 1*C2r1+C2+1 4 Custom 18.360-18.397 1+C2+3+(x+1 2 1+02+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+(x+3+C2+1 4 1+C2+3+02+1 4 1+C2+3 C2+1 2 1+C2+3+C2+1 2 1+(�+3+02+1 3 1+C2+3+C2+1 4 1+02+3+(x+1 4 1+C2+3+C2+1 4 96° '/.-Y-'/. 19.398-24.380 1+C2+3+(�+1 2 1+C2+3+ C2+1 2 1+q+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+(2+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+O2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+q+1 4 1 1+C2+2+C2+1 2 1+C2+2+(xr1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120' Y4-Y.-Y4 -30.360 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1102+3+(`2+1 2 1+02+3+C2+1 2 1+02+3+C2+1 3 1+(�+3+C2+1 4 1rC2+3+02+1 4 1+C2+3+C2+1 4 _ SEE TABLE 9 FOR DESIGN PRESSURE "MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Spacing for"Integral- P P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation p.g^ 4„ 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. fr.l- 4)'1/4-1/2-1/4'AND"1/3-1/3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LVNPI MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 24: ' Glass Types Anchor quantities for XOX Windows 5&6 Sash Sash 24"Height 30'Height 36"Height 48"Height 54'Haight 63'Height 24"Height 30`Height 36'Height 48`Height 54°Height 63'Height Width Configuration a a a a a a a a a a Reinf.Level Range(in) Heed B S(II � Head 8 Sill � Head 8 SIII � Head 8 Sill � Head&Sill � Head&Sill � Head 8 Sill � Head 8 Sill Head&SIII Head&Sill Head 8 Sill Head&Sill R4 Anchor Group'A Anchor Group C PRODUCE REVISED 35-114° Y-Ya-Y 11.391-11.391 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as complying with Flo" BuilJing COJe 38' %%a%a 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 4 AcccpLwce TJo�(u•OIf4.17a� 45-1/B' Y4-%-y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+O+C2*1 4 1+C2+0+C2+1 4 E. irarion Dole Y,%-Y, 13.398-14.683 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 By 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 M�•"�r .a4<PrMi«cb t.oa 47.914' Y4-Y2-Y4 y%% 12.288-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 s 3 52-118` %-Yz% 12.017-13.397 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+7+C2+1 4 1+C2+1+C2+1 4 "� Y % 13.398-17.016 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 r m Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 'S 60" Y4-%-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q Y3-Y3-Y3 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Ada Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 j U) Q Or 75' %-Y2-Y4 O (n 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+C2+7 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Cl O ❑ a7d0 Q to %-Y-Y319.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Lr) Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 �a C1-44 a 96' Y4-Y2-Y4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 -1 Cl) rn� 18.398-24.360 Z LL LL uxw0 ❑ Custom 24.361-30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 _ 120° '/c-%-Y " -30.360 7+C2*3+C2+1 2 1+C1+3+C2+1 2 1+C2+3+C2+1 3 1*C2+3+C2*1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 U(Wj X o W 0 LU Anchor Group B Anchor Group D to M Y J sma 35-114" 'Y,%-'/, 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+p+C2+1 4 1+C2+O+C2+1 4 1+C2*O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 r) p a m J 47 38' %-Y-% 12.308-12.308 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Z D-Z 0 la- 0' co 45-118" Y.-Y,-Y411.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 W LL J Q Y3-Y3-% 13.398-14.683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 O )° 47 /4' -Y:Y CIaayS 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+ 2+1+C2+1 4 O N Z it %-%-% 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+02+O+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 # Q Imo-' Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Cr F. Z I r 52-1/8"' Y4-Y2-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+7 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 < Of dr°° s 3 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 p O 0 O i m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 11+C2+1+C2+1 4 1+C2+1+C2+1 4 U 60` Y-Y-Y 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 v QZ Y.-Y.-Y. 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 4 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 aq!/ •°saO sauas 75' %%-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y,-Y,-Y. 19.171-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+t 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+c2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i Custom 78.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1tC2+3+C2+1 2 1+C2+3+C2r1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2*3+C2+1 4 B6' Y.-Y,-Y. 19.388-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2*C2+1 4 ,'�.:- = 720' Y-'/x-Y -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+7 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). "• SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. I Spacing for"Integral- croup F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 4^ 4)"1/4-112-114"AND`113.1/3.1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLt:R,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, REA 58705 I i i TABLE 25: Glass Types Anchor Quantities for XOX Windows 7118 Sash Sash 24"Height 30'Height 38"Height 48"Height 54'Height 63"Height 24'Height 30'Height 38"Heigh 48'Hei9nl 54"Height 63"Height Configuration Widtha a a n a a Reinf.Level Range(n) Heed 8 Sill Head&S81 Il I E Hoed&Sill E Head&Sill E Head&Sill E Head&Sill E Head&SIII E Head&Sill E Head&Sill E Head&Sill Head&Sill E Head&Sill E R4 11 Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4' %-y-% 11.391-11.391 L1+C2+1-C2+1 0•C2+1 2 1+C2+O"C2+1 2 1+C2+O+C2•1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 °5 complying with the Florida (Building Code 38" %-y%s 12.308-12.308 0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1*132.0+132+1 4 1+C2+0+C2.1 4 Acceptunc too 7� Expiralian Dote �(•O %z-% 11.391-13.397 0+132+1 2 1*132+O+C2*1 2 1*132+0+132+1 3 1+132+0+C2r1 d t*132*0+132+1 4 1*132+OrC2+1 4 45-1l8" t%--%m% 13.398-14.683 0+132+1 2 1+C2+O+C2+1 2 1+G2+O+C2+1 3 1+C2+0+C2+1 4 1+C2.0+C2+1 4 1+C2+O+C2+1 4 Mi2tnt'oBY de Prodnet Contrd %_%z-% 11.391-12.297 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/4" � 12298-15.558 0+132+1 2 7+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2.1 4 1.132+0+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.016 + 1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+`l 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-1/8" %_y=Y, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 41+C2+1+C2+1 4 1+C2+1+C2+1 4 ; %-Y,-% 13.398-17.016 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 GO Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+132+1 3 1+C2+1+C2+1 4 1+C2+1+G2+1 4 1+C2+1+C2+1 4 Y Q 0 60" % -y 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+132+7+C2+1 4 1+C2+1+C2+1 4 1+t7+1+C2+1 4 Lf) 'Aaa -a/z 15.361-19.641 1+C2+O•C2+1 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+7 4 UJ Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+132+3+C2+1 4 > 0 O, 75" t %+/ 13.398-19.110 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 0 O O O /-r< %-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2-1+C2+1 3 1+C2+1+C2+11 4 1+C2+1+C2+1 4 1+132*1+Cz+1 4 Y u) ^ °ia0 Lo Custom 18.360-19.397 NC2+3+132+1 2 1+C2+3+C2+1 2 1+C204 +3+C2+1 3 1+C2+3+C2+1 4 1+132+3+132.1 4 1+C2+3+C2+1 4 p v [1�2 6' %%-y. 19.398-24.380 1+132+3+132+1 2 1.132+3*132*1 2 1*132*3+132+1 3 1+C2+3+C2+1 4 1+132+3.132+1 d t+C3+3+C3+1 4 O JN-D CD uro,0Custom 24.361-30.360 1+132+2+C2+1 2 1+C2+2+C2+1 21+C2+2+132+1 3 1+132+2*132+1 4 7+132+2+132*1 4 7+133+2+133+1 4 ZLj LoLLCD 0" %%z--Y -30.360 1+G2+3+132+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+G3+1 4 U U X D) O u) Anchor Group B Anchor Group D I-W m 0 _J 35-114' %-z-% 11.391-11.391 1+C2+0+132+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0* o> Y 10 J O t/ 132+1 2 1+132.0.132.1 2 1+132.0+132+1 3 1+132+0+132+1 4 1+132+0+132+1 4 1+132+0+132+1 4 o O p � Q r � 38" %% 12.308-12.308 1+132*0*C2+1 2 1+132+0+132+1 2 1+132*0*C2+1 3 1+132+0+132+1 4 1+132*0+132*1 4 7+132+0+132+1 4 1+132+0+132*1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+O+C2+1 4 1+C2+0+C2+1 4 r-Z d Z I- W UL 45-1l8' Y t/z-Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 J Y,%-% 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+132+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J 11.391-12.297. 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 t+C2+1+132+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1•C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ® N Z 1aav5 47-3l4' 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1•C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 7+C2+O+C2+1 4 J Custom 11.391-12.016 1+C2+1+C2+1 2 9I+C2+1+C2+1 +1 2 1+C2+1+C2+1 3 7+132+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+4+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t Z ara�S 52=1/8" %-Y,% 12.017-13.397 1*132+1+132*1 2 *1 2 1+132+1*132+1 3 1*132+1+132+1 4 1+132*1+132+1 4 1+132r 1+132+1 4 1+132+1+132+1 2 1+132+1+132*1 2 1+132+1+132+1 3 1+132+1+132+1 4 1+132+1*132+1 4 1+132+1+132+7 4 ¢ � %-%-% 13.398-17.016 1+C2+O+C2+1 2 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 O O m Custom 11.391-13.397 1+C2+1+132+1 2 *1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 3 1+C2+1-C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� (Yto 9 60" Y4-%.y4 13.398-15.380 1+C2.1+C2+1 2 .1 2 1+C2+1+C2+1 3 1+C2-1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U Q2-% 15.361-19.641 1+C2+0+C2+1 2 +1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4Custom 11.391-13.397 NC2+3.132*1 2 +1 2 1+132+3+132+1 3 1*132+3+132+1 4 1+132+3+132•-1 4 1+132*3*132*1 4 1*132+3*132+1 2 1+132*3+132+1 2 1*132*3*132*1 3 7+132+3+132*1 4 1+132+3+132+1 4 1+132+3+132+1 4 an'1 'ose0 sauac 75" %%_% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2•C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y3-111-% 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 31+ 132+1+132+1 4 1+132*1*132*1 4 1+133+1+133+1 4 1*132*1+132*1 2 1+132+1+132+1 2 1+132+1+132N 3 1+132N+132+1 d 1*132+1:132+1 d 1+132+1+132.1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+ 132+1 2 1+132+3+132+1 3 1+132+3+132+1 4 1+132+3+132+1 4 1*132+3*132*1 4 96' 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C+3+C2+1 3 1+132*3*132+7 4 1*C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+132+1 4 1+C2+3+C2+1 4 ' Custom 24.381-30.360 1+132+2+132+1 2 1+132+2+132+1 2 1+132*2+C2*1 3 1+132+2+132+1 4 7+132+2+132+1 4 1+133*2+133+1 4 1*132+2.132+1 2 1+132+2*C2.1 2 1+132*2*132+1 3 1+132*2+132+1 4 1+132+2*C2*1 4 1+132*2*132+1 4 .c 120' %-J/,% -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+133+3+C3+1 4 1+C2+3+132+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 - SEE TABLE 14 FOR DESIGN PRESSURE WINDOW WIDTH-59.28 of '. MIN.SASH SIZE= 2 )FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER TME Max.Anchor O.C. Anchor FIGURES ON SHEETS 648. Spacing for"Integral- croup F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. •,M'�i.''•! '` '!' Fin"Installation 3,�" 4)-114-112-IWAND"1/3-113-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHE SASH WIDTH RANGE A LYNN M)LLER,P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.#58705 TABLE 26: Glass Types Anchor Quantities forXOX Windows 10-12 Sash Sash 24'Height 30"Height 36'Height 48'Height 54'Height 63'Height 24'Height 30"Height 36'Height 48'Height 54'Height 63"Height CDOguration WitlN a a a a a a a a a a a Relnt Leval Range(n) Head&Sill E Head&Sill m Head&Sill m Head&Sill E Head&5111 ' Head 8 SIII ' Head&SIII Head&SIII ' Head&SIII Head&Sill E Head&SIII m Head&6111 R4 Anchor Group A Anchor Group C 35.114" %-Y,-35 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C 2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 38' %-%-'/n I 12.308-12.308 1+C2+O+C2+1 2 1+C2-:O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 41 us complying with tha Flodda 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C 2+1 3 1+C2+D+q+1 4 1+C2+O+C2+1 4 1+C3+0+p+1 4 Building Code 45.1/8' -�-� 11.391-13.397 Acceptance l4D),(n-07I�-.�7 13.398-14.683 1+C2+0+C 2+1 2 1+C2+O+C2+1 2 1+C2+0+C 2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 E, irotian[Ate '. r rj,jj j q -%-y 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+q+1 2 1+C2+0+C2+1 3 1+C2+O+C 2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 By 47.914" M 'Minn; Produce C t -/n ontrol -/ 12.298-15.558 1+C2+DrC2+1 ppqp 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1rC2+O+C2+1 4 1+ r0+ +1 4 1+ +0+ +1 4 Custom 11.391-12.016 1+q+0+q+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+p+1 4 52-1/8' %-3i-% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+p+G+p+1 4 1+q+0+p+1 4 v %-%-% 13.398-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 11+C3+0+p+1 4 1+C3+0+C3+1 4 p Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+p+1 4 > m 60' 3a-%-Y. 13.398-15.300 Not Allowed k+C21 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+C3+2+C3+1 4 %-Y,% 15.361-19.641 +1 2 1+C2+0+C,'2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+O+p+1 4 1+CA+0+04+1 4 Ln Y Q Custom 11.391-13.397 +1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+p+3+C3+'1 4 U) .aG 75' '/c-%-y 13.398-19.110 +1 2 1+C2+2+C2+1 2 1+C2+3+C?+l 3 1+CS+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 Y.-Y.-Y, 19.111-24.641 +1 2 1+C2+0+02+1 2 1+q+p+p+1 3 1+p+0*q*1 4 1+C4r0+C4+1 4 1+C4+O.CA*1 4 j O O Custom 17.641-19.397 +1 2 1+C2+3+C 2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+C4+1 4 O 96' %-yx-Y 18.398-24.360 +1 2 1*C2+3+q*1 2 1*C2+3+q+1 3 1+q+4+q+1 4 1+q+4*p*1 4 1+04+4+C4+1 4 �-n .a sled to to -%-374 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4+3+04+2 4 N C4 120' -j- Y,%- 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+4+p+ 4 2+C3+4+C3+2 4 2+C4+4+04+2 4 a)M CD Fo = h 32.516-39.641 2+q+2+C2+2 2 2+C2+3+q+2 2 2+q+3+C2+2 3 2+C3+3+p+ 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 Z LL tJL m unw0 141" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+p+ .4 2+C4+4+C4+2 4 2+04+4+04+2 4 2 LL Anchor Group B Anchor Group D W O O"E co W 'Dm ma 35.114' % 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 o W m 0 J - GCO 38' %-%-% 12.308-12308 1+C2+0+C2+1 2 1+C2+O+q+1 2 1+C2+0+C2+1 3 1+C7+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 2 1+C2+D+q+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 O Z t1 Z F- ro %h-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+O+q+1 4 1+C3+0+03+1 4 1+C2+0+C2+1 2 1+C2+D+q+1 2 1+q+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+D+C3+1 4 ~ W 0 LL 45-118' -�- 13.398-14.883 1+02+0+02+1.2 1+C2+0+02+1 2 1+C2+p+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+0+q+1 4 1+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Fr-• O 47-314' Y4-%-y 11.391-12.297 1+q+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+q+1 3 1+C2+0+C2+1 4 1+q+0':q+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+p+D+p+1 4 1+p+o+C3+1 4 F- Q -�-� 12.290-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+p+D+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+p+0+q+1 4 ® Q 7�5 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+D+p+1 4 1+C2+0+C2+1 2 1+C2+D+q+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 4 a D Q F- 52-1/8" %%-'/0 12.017-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+q+1 3 1+C3+0+q+1 4 1+p+0+C3+1 4 1+C3+O+p+1 4 F d F- Z '%-%% 13.398-17.016 1+C 2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+p+0+q+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ¢ (Y Z Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+q+1 3 1+C2+2+C2+1 4 1+p+2+q+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+C3+1 4 0 0 0 O m60' %%% 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2r2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+p+2+03+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 3 1+C2+1+C2+1 4 1+p+1+C3+1 4 1+p+1+C3+1 4 (� %-Y3-Y3 15.361-19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+G3+1 4 1+C3+0+p+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 U Z O Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+p+3+p+1 4 Q = _ 75" %-Y2-'/n 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+q+3+C3+1 4 1+Cf+3+C4+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 t+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 an,.nsa0 saua5 Y.-%-Y3 19.111-24.641 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C3+D+C3+1 3 1+q+0+C3+1 4 1+C6+0+C4+1 4 1+01+0+04+1 41+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+040 4 Custom 17.641-19.397 1+C2+3+C2+1 21+02+3+C2+1 21+C2+4+q+1 3 1+C3+4+q+1 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+p+4+q+1 41+C4+4+C4+1 4 ;;.{ ,,' 96' Y4-Y2-Y419.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+p+4+C3+1 4 1+p+4+C3+1 4 1+04+4+C4+1 4 1+C2+2+q+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 t+C3+3+C3+1 4 1+C4+3+C4+1 4 "•!.• •' Y3-Y3-Y. 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+q+2 4 2+C3+3+C3+2 4 2+C4+3+C4+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 - 120' Y4-%-y4 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+q+4+C3+2 4 2+C3+4+p+2 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C 2+2 2 2+C2+3+q+2 3 2+C3+4+p+2 4 2+C3 4+p+2 4 2+C4 4+CA+2 4 , 0'. %-%-% 32.516-39.641 2+C2+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C5+4+C5+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+2 4 2+C4+3+C4+2 4 2+CA+3+C 4+2 4 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+q+2 3 2+C3+4+p+2 4 2+04+4+C4+2 4 2+C5+4+p+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+q+2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4+CA+2 4 G NOTES: SEE TABLE 15 FOR DESIGN PRESSURE ✓7•• �_�.?S..�6 , 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4), GLASS TYPES 10.12&14-16 ••MIN.SASH SIZE=WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. •..' 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH •�''�'';'';''?i J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. •FIN FRAMES 4)-114-1/2-1/4-AND'1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E$58705 TABLE 27: Glass Types Anchor Quantities for XOX Windows 14-16 Sash Sash 24'Haight 30'Height 36'Height 48'Height 54'Flalghl 63'Height 24'Haight 30"Heigh 38"Height 48"Hetght 54'Height 63'Height Configuration Width a a aa a r a Relnt Level Range(in) Head&SIII E. Head&Sill ' Head&SIII E Heed&Sill ' Head&SIII E Head&Sill -EE Head&SO) ' Head&SIII , Head&SIII E Head&SIII E Head&SIII ' Head&Sill E R4 Anchor Group A _ Anchor Group C 35-1/4' '/a%-'/a 11.391-11.391 1«C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 38" %-%a-% 12308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2«0+C2+1 4 1+C3+0+C3+1 4 •s cemplyieg with the Fie" Building Cale 45.1/8' Y4-Y2-Y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 Acceptance^,6 %-%-'/a 13.398-14.683 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+q+1 4 1+C3+O+q+1tw47,/4' Y-%-% 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C3+O+C3+1 4 1+q+0+q+1 4 1+C4+0+04+1 412298-15.558 1+02+0+C2+1 2 1+02+0+C2+1 2 1+C2+p+C2+l1+C3+0+q+1 41+C3+0+C3+1 4 1+C3+0+p+14 Custom 11.391-12.016 1+q+o+C2+1 2 1+C2+0+C2+1 2 1+q+0+q+1 3 1+C3+0+q+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 52-1/8" %%-Y 12017-13.397 1+C2+0+C2+1 2 1+C2++C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4«1 4 %-%-Y. 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+p+1 3 1+C3+O+q+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 N m Custom 11.381-13.397 1*C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+02+1 3 1+q+2+03+1 4 1+q+2+p+1 4 1+C4+2+C4+1 4 L m 60' y-%-'/a 13.398-15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2«2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+C4+2+C4+1 4 '/a-'/a% 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+q+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+O+C5+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 (n 75" Y4-%-y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+64+3+C4+1 4 1+C4+3+C4+1 4 - -'/e-'/a 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+0+q+1 3 1+G1+0+C4+1 4 1+C5+0+C5+1 4 1+C5+O+C5+1 4 j � Q O Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+4+G3+1 4 1+04+4+C4+1 4 1+C4+4+C4+1 4 O C O r 96° Y4-y2-y4 19.398.24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+04+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 �-,ti •� 2720 �' � -%-'% 24.361-31.641 1«02+2+02+1 2 2+C2+2+q+2 2 2+02+2+C2+2 3 2+CA+3+C4+ 4 2+C4+3+04+2 4 1+C4+2+C4+1 4 O N N 120° y4-y-y 29.641-32.516 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+02*2 3 2+C4+4+C4+2 4 2+04+4+CA+2 4 2+C4+3+C4+2 4 O A g o �e = -Y. 32516-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C4+3+04+2 4 Z LL CN LL 0 mo�0 �' 140" Custom -39.641 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4M+C4+2 4 2+C4+3+C4+2 4 U LL X- o W- O 2 10 W '�N Anchor Group B Anchor Group D �-Z 35-114' %-%-Y, 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 m O m J 0 0 38" %-%-'/a 12.308-12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1«C2+0+C2+1 4 1+C3+0+G3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+02+0+02+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 o Z n.Z f.-. -%% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C4+o+CA+1 4 1+C2+0+C2+1 2 1+C2+O+q+1 2.1+C2+0+C2+1 3 1+p+0+C3+1 4 1+p+0+C3+1 4 1+C4+0+C4+1 4 }• W Elf o 45.1!8" %-�-Y, 13.398-14.683 1+q+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+q+O+C3+1 4 ~_ J O J O 47.3/4' Y4-%-y4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+CAN 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 1+C3+O+p+1 4 1+C4+0+C4+1 4 i-- Q ' 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+qN 4 1+q+0+q+1 4 1+C3+0+qN 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+U+C3+1 4 1+C3+0+C3N 4 1+C3+0+C3+1 4 ® a z laa4s N J Custom 11.391-12.018 1+C2+0+02+1 2 1«C2+0+02+1 2 1+03+O+q+1 3 1+q+O+q+1 4 1+C4+0+C4+1.4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1*q*O+C3+1 3 1+q+0+qN 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 ac D Q (- 52.1/8" %-'/a% 12017-13.397 1+q+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+0+C2N 2 1+C2+0+C2+1 2 1+p+0+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 t=-- 0 z t z aloas 8 Y.-%% 13.398-17.016 1+q+0+C2+1 2 1+q+0+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 11+C2+0+C2+1 2 1+C3+O+C3+1 3 1+p+0+q+1 4 1+G1+D+CA+1 4 1+C4+0+C4+1 4 Q O O Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 1+03+2+C3+1 4 1+C4+2+C4+1 4 O 0 N u 60" r L77 Y4-y2-y4 13.398-15.360 1*C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+.1 3 1+q+2+q+1 4 1+p+2+q+t 4 1+C4«2+C4+1 4 1+02+1+C2+1 2 1+02+1+C2*1 2 1+C2+1+C2+1 3 1+C3*1+p+1 4 1+q+1+p+1 4 1+C4*1+04+1 4 IC V of Lo -% 15.361-19.641 1+C2+0+C2+1 2 1«C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+CA+1 4 1+C4+0+C4N 4 1+C5+0+CS+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+q+1 3 11+CA+D+C4+1 4 1+04+0+C4+1 4 1+C5+0+C5N 4 U z 0 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+04+1 4 1+C4+3+C4+1 4 Q 75' Y,-Y,-y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3«q+1 3 1+q+3+C3+1 4 1+CA«3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2«C2+1 2 1+C2+2+C2+1 3 1+C3+2+qN 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 a01 '�sa0 sauag %-%-'/a 19.111-24.841 1+C2+0+C2+1 2 1+0+0+q+1 2 1+C3+0+C3+1 3 1+C4+0+CA+1 4 1+C5+O+C5+1 4 1+C5+0-05+1 4 1+C2+0-+C2+1 2 1+C3+0+C3+12 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+CS+O+C5+1 4 Custom 17,841-19.397 1*C2+3+C2+1 2 1*C2*3*02+1 21+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+02+3+C2*1 21+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4*4+C4+1 41+C4+3+C4N 4 96" Y4-y2-y4 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1«C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+12 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+01+3+C4+1 4 1+C4+3* C4+1 4 24.361.31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3«C4+2 4 2+04+3+C4+2 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2*C2+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 120' )'-� 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+CA+4+C4+2 4 2+C4+4+C4+ 4 2+C4+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+4+C4+2 4 2+C4+4+C4+2 4 2+04+3+C4+2 4 -%-'/n 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+04+4+04+2 4 2+04+4+C4+ 4 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+q+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+04+3+C4+2 4 2+04+2+C4+2 4 _ 140' Custom -39.641 2«02+3+C2+2 2 2*C2+3+C2* 2 2+C2*4*C2+2 3 2*04+4+C4+ 4 2«04+4+C4+ 4 2+04+3+C4+2 4 2+02+3+02+2 2 2+C2r3+C2+2 2 2+C2+3+C2+ 3 2+04«4+Cq+2 4 2+C4+4+04+2I NOTES: SEE TABLE 16 FOR DESIGN PRESSURE YM6 1 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). ••� -'• - WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ',t%i•. GLASS TYPES 10.12&14.16 "MIN.SASH SIZE= 2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'1114-1/1.1/4'AND-1/3-1/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ,•A.LYNtJ'OILLER,P.E FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 s I' TABLE 28: Bill of Material 3.500' 3.500" 3.500' 3.500' # Part# Description Material ��- ,062" --y� .062" ---y�- .062° --►I�- .062" 1 620121 Frame Head,Sill and Jambs-J-Channel PVC 0 2 620122 Frame Head,Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC �❑ �� �❑ ' 13 620172 Anti-Lift Insert/Trim CoNer PVC 2.445" 2.445" 2.445" 2.445 14 620131 Fixed Meeting Rail PVC ��❑❑ ^❑❑❑� ❑❑E:l 15 620158 Track Insert 6063 TB Al ; II_JI 16 620129 Sash Rail(Sides,Top&Bottom) PVC - o O o O o O 17 620166 Monorail 6063 T6 Al •625' U J CHANNEL •825" O FLANGE FRAME FIN FRAME EQUAL LEG FRAME 20 620144 Pull Rail Interlock Cotler PVis 620166 Pull Rail Interlock 6063 C At 1 1 O FRAME �,SILL T O JAMBS5ILL& 1, O3 HEAD, 8 O4 HEAD, & 21 620150 Light Sash Reinforcement 6083 T8 Al fl I} 22 620151 Standard Sash Reinforcement 6063 T6 At 1.972" -�-I 1.641" 23 620152 HD Sash Reinforcement 6063 T6 Al � 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 1.507" 0 1'437 T 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 1.fi30" T 2.100" 2.176" 26 620155 H.D.Hord.Roller Meeting Rail Reinforcement 6005 T5 AI 772" .065" 0 O I 1.020" 1'375" 27 710X114PPA #10 x 1-1/4"PH.PH SDS(Monorail Screw) 410 SS 1 l � 590, 471- 28 61644 Weatherstrip,.187"x.270^Fin Pile X111 CI► 29 81719 Weatherstrip,.187°x_220"Poly Pile 1 1.231• 1.000" .050" LIFTRAIL FT RAIL 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 4108S 13 8 TRIM COVERRT FIXED 14 MEETING RAIL 15 INSERT 16 CK SASH RAIL 1s INTERLOCK 20 INTERLOCK COVER 31 78X312PPA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP I Meeting Rail Screw Support Plate 6063 T5 At 33 720210 Weep Hole Cover PVC •316" -+{ '070^ t 1.100- 34 720187 Installation Screw Hole Plug PVC 864" 175" I �[ .300" .060' 37 720197 Auto Lock C Steel o� ,754• .750" 715" 715' 38 720199 Sweep Lock Cast Znc DO STANDARD 9 .025" 1.195" .060" 3 720796 Auto Lock Cover Cast Znc 035° �{�� -�$f� +{ SS LAM]IG 410 720200 Auto and Sweep Lock Keeper and Sweep Lock Screw) Cast Znc 72 BEADING 81 SCREEN FRAME 8RUDED 2 SCREEN FRAME 21 RROLLED IEINFORCEMENT GHT O REINFORCEMENT 42 76X34PPA #6x 3/4'PH.PH SDS(Keeper Screw) SS. 43 7612FP7X #6 x 1/2'FPH Tek(Reinforcement Screw) SS 070" 1.1821.1ez" I-- �I fF .280^ 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon J 1.1aa" IfI II1II 070" ���ffffffLL�JJ����Ilff�� .094" 48 Lockstlle Top Comer Key Nylon 810' u 070" ,7s1" ^�1 ^ 7.0 .130' 1 0 �UL�.164 1.229° 074' 47 Lockstile Bottom Comer Key Nylon u U �L�^� 48 720204 Wheel Nylon 1.331 (� 1.340" [-- ---1 1.340" } 72 620135 Lami.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 74 Backbeddln ,GE 7700 of Dow 791 SIIiCOnO 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL PRODUCT REVISED 9 REINFORCEMENT REINFORCEMENT REINFORCEMENT a ecnmplyinawiththa FirdiBa 75 71684/5 Setting Block /8"x 2'x 1/8"),85+1-5 duro. EPDM Building Cod` !(o-O 14.) A-Pum-14o BO 61011 Roll-formed Screen Alum Revised Date: Rwhian: E 'ration Date •.i.�firl . � 80 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum Mi a Daae P et Cor 83 47042W Screen Comer Key with Pull Ring PVC Revised By: Date: Ravreron: 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 851 7CASPM Tension Spring SS _ _ (D Description: Drawn try. 86 61816C48 Screen Cloth Fiberglass i�i( / WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 1 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 1070 TECHNOLOGY DRIVE Atle: Date N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 NOTES: '��.j�,;,: .1','j'.-:i,:y;.;:• P.O. BOX 1529 1)ITEMS#5-12.18,35,36,40,71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �:-},,r;i NOKOMIS; FL 34274 Sarles/Modek Scale: Sheat: DrawtnP No. Rer. 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. •AityJ`1N MILLS ;.P.E." CERT. OF AUTH. #29296. HR-551 O NTS 17 OF 18 IDM*D"-' A P:E'.IF 69`/0.5 16 SASH TABLE 21: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH 44 ® # Part# DescrlptJon Mater161 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 101 7M 3024 Operator Multi-Point Luck Operator Cast eine 16 42 105 O 101 73340 Operator mounting Plate Steel 31 1 v 102 72015 Multipoint Lock Keeper Aluminum I 103 720214 Multipoint lock Guide Nylon 46 ATTACHED TO 32 EXTERIOR SASH RAIL 104 220217-221 Tie Bar(Length Varies) Stainless Steel 1 L? 105 71024X12HFX#10 x 112"HH MS Stainless Steel 72 xa 106 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel I I 107 78X75FPTX #8 x 3(4"Ph.FH SDS Stainless Steel \ 19 O + 17 hhh, •\ ATTACHED TO 103 30 FRAMEJAMB 27 EGRESS LOCK 37 DETAILS •�• 40 (NOT TO SCALE 39 86 83 OR 84 42 104 87 85 OPT.fff AUTO LOCK • 20 ATTACHED TO PRODUCT REVISED j FRAME JAMB :pg withth9 P}diifc Building Code 48 ll'o-O 14.1 .4ecepteace M1la E. [alma Date - 20 } r� i 42 � O 101 ap' 16 _ ARiarf Dadc?rndcat Con 82 OPT. 72 � 38 102 O j X4 \ 40 41 � 47 !� ATTACHED TO i 42 1 OPT.SWEEP LOCK FRAME JAMB 80 OR(81 15 ® 1070 TECHNOLOGY DRNE a 1 MITERED FRAME WITH N.VENICE, FL 34275 j INTERIOR AND EXTERIOR - 100 (941)-480-1600 FRAME WELDS CERT. OF RUTH. #29296 SCREEN Revised W. Date: Revision: ASSEMBLY DETAILS RevIsed Sr. Dote: RevWon: 33 DescHptbn: Drawn 8y: 63 oR ea EXPLODED WINDOW VIEW J ROSOWSKI FRAME , I O EXTERIOR �lctI`rG I ASSEMBLY r;>:`1 .: '' TU... ta: Da Noyes: DETAILS i HORIZONTAL ROLLER-LM 05/15/15 s 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® ;::1.:r•,,., 'I� 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. Sane add: Scab: Shoat: Drawing No. Rev. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6A. ,A.LkPEMIBy05hI ER>P.E.,' HR-5510 NTS 180F18 MD-HR5510-01 A P.E.h'5i S ` I M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) innv.miamidade.eov/economy PGT Industries,Inc. 1070 Technology.Drive North Venice,FL 34275 'SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(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: one:DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision 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 prduct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherturposes 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#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAt•11 DADS COUNTY oExpiration Date: May 26,2021 �!11116 Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision 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 Sth 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. Manue a•ez,P.E. Product Contof 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-5'h 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. -0218.43 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACTOR LARGE AND SMALL MISSILE IMPACT--RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE A 2 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„......_._.. » MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, INSTRUCTIONS.................._._ y � o FIGURE t: ELEVATIONS........_._»._._.....__. MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO ZX WOOD.......................2 on w MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL MULL TO IX&MASONRY....,._......2 ox O / SEE DETAILSRECTANGULAR NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. INSTALLATION NOTES........... 2 �' AdI,G,H; SHAPE MULL TO MASONRY.......... 3 ko CV SHEETS 2.3 MULL TO STEEL STUD.„„...._........3 13)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL-............._............3r; �i��i T `;\ DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS........._........_.......3 1111 �p / IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. At.TERxarATE COPS........-...._.....4 Z \, BAY MULL INSTALLATION..„..........4 O 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2 X,725 MULL SPECS----------S i _ / %// %// INSTRUCTIONS. tX2X.375 MULL SPECS..........._,B 1 1 X 2.75 X.375 MULL SPECS.,.._.._7 SEEDETAILS i11 I11 11 1 X 275 X,65 MULL SPECS.,,......._8 Z 70 A TNRU G; ” t Y III / i 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X3.125 X.500 MULL SPECS_.-a ILII �+ O SHEETS 2-a I �TMRET� ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X,125 MULL SPECS_-_.. = Q � ~ i-�1 ONLY TWO ADJACENT UNITS X4X.375NBEMULLSPECS....11 IQ SHEETS 23 11 X 4 X.375'V MULL SPECS.......,11 i I III i PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING 1.25 X 3,188 X.265 MULL SPECS...12 MULLy HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 11.25)(3,25X.624 MULLSPECS__ia Z LU z LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS.....15 LU SEEDETAILE, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X,25 MULL SPECS_.............16 J 4 LZ //I SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X e X.26 MULL SPECS 17 ,Q r AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 128 X 211 X.125 MULL SPECS....18 h W REACTIONS. 30'X 325 DAY MULL SPECS...._._19 h d O 45'X 3.25 BAY MULL SPECS.,.._..,20 4 Q Z zz FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S MULLION&CUP DIMENSIONS....»21.23 )- J 4 sao EXAMPLES 1&2..........___,.._....._.,2d SQ " PRODUCTS MAY LOADING EXAMPLE%.............._,_..25 CO BE OFANYTYPE, 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING w Y Y MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH co MANUFACTURED J i _ BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, a z:O Q ,/SEE DETAILS €�z0 HORIZONTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �� •� MULL SHEETS 23 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. MULLH2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LENGTHI` }'---4PENlNG WIDTH-1 I'— ORIZ.MULL LENGTH--I 1 T— 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARITRAPEZOIDAL7. OPENING 4j FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 24 RESPECTIVELY,USING PRODUCT REVISED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE a"a°mplying wilh Ne Florida OPENING MULL ,N N F� Building Code HEIGNT LENGTH F P HORkZ. ,y y veRT. MULLION CAPACITY(LBS/Fr-)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F'P)FOR THE OPENING OBTAINED IN n 4 y MULL Y Y LENGTH STEP 1). EcocmmaD 4c_.Illi^ t' LL5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS),THIS VALUE BYREPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY, Mlam °!'SINGLE MULLION SINGLE MULLION OEING wtDTFORVERTICALMULL 6)FROM THE ANCHOR CAPACITY(LHS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �71N7�7�� OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTHE REQUIRED ANCHOR �� +SON,.••• ••.,,IC( cif FOR vERTiCAL MULL CAPACITY IS MET. \��'��:'oCENSG •,F.p P:' SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE ''1c FROM FIGURE 1 ABOVE. ) NO.56745 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 - _- 0 ITF STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS(FP)FOR THE FENESTRAT{ON PRODUCT TO HE USED AND COMPARE W{TH THE FINAL MULLION 41_ a20t4 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBSIFT)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION : ,�� '���' *ANSIIAFSPA NDS-2012 FOR WOOD CONSTRUCTION #ALUMINUMDESIGN MANUAL,ADM-2410 PRODUCT ASSEMBLY. °LOR@P.•' Z 6AISI-5140.07/S2-2010 0)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �r`SS/'NN•nn•�• C'�� A.LKN��IF�y`I�E. FL P. . 58705 v ® n DETAIL A: DETAIL B: MULUON ° MULLION TO 2X WOOD BUCK MULL ON MULLION ATTACHED TO IX BucKs7RP Trn.ANCHOR RY° OR WOOD FRAMING PER SEE TABLESUBSTRATIE. o WOOD BUCK AND MASONRY ArrACHDinFslr SEE SEE TABLES 1B-16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHEER N 1 MULLION I I SHEET 1. m j I I SEE SHEETS '° b I I MIN 1,7 KSI '•: .I EDGE W 21-29 FOR HOLE .d I I' I CONCRETEORCMIJ* DISTANCE. J W EITHERTME I I I LOCATIONS I I .,I SEESEETABLES _ STANDARD OR I I EDGE DISTANCE 1B-16B 1'1' 1n OFFSET MULL UIOSTANCE I a FOR MASONRY W a O CLIPMAYBE I m ANCHORS 0 ~ II FOR WOOD I I mfj) PISTALLW BY °,d c ,(/ I z M THIS ME71tOD. SCREWS L.2.,�FOR °�d' da I I SIDE VIEW O J ALL MULLIONS d 9TANDAR00 U d m •4 OFFSET MULL Z 2 .d° CLIP MAY BE � Q' �2r °de INSTALLED BY z d' EXTERIOR THIS METHOD. ddd <d EDGE V .d DISTANCE {— z '— `— .e � G FOR Im z ¢ N O ° MASONRY ° r u THE OFFSEaUP IS ANCHORS Q,y e0 RECOMMENDED FOR yZO o FIN-FRAMED EXTERIOR °d WINDOWS,BUT MAY 4 � F ALSO BE USED FOR 52 OTHER FRAME TYPES. V Z Q O O a Aga 00 TYP.ANCHOR TANCHOR R Xt ' N� of PERSUBSTRATE, 55 6 rc P , TYP.ANCHOR ERSUBSTRATESEE TABLES 7B•188 PERSUBSTRATE, SEE TABLES IB•188 . SEE TABLES 10.180 EDGEIEND BUCKSTRIP DISTANCE AND SEETABLES ATTACHMENT BUCKSTRIP 15-16B T -:+.•:.�.,. BY OTHERS, EMBEDMENT EMBEDMENT' }•''•' - SEE NOTE 1, AND SHEET 1. BY OTHERS, , '+ SEE NOTE 1, SHEET 1. ,. MIN 2.7 KSI CONCRETE OR CMU n••,:.:. ...:•:...::. SIDE VIEW FRONT VIEW ORODUCTR6v1SED as complying With 0e 8111fim FRONT VIEW BuildingCode�of%cmptnnm NCimtionDINSTALLATION NOTES: Ry Munni da 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w 11 I t 2 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �YNPJ nj�!/����i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ti:�,x�.t*,.•'�\OENSF F'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ No.58705 •+�, -k:• 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Of= l6: 0 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED ' ^ •., ,C FLOttIDP,•' ELCO ULTRACON OR ELCO 1/4°S.S.AGGREGATOR MASONRYANCHORS. ��CSS �GCiI A.L'NNIMILLEF P.E. FL P.E.#58705 DETAIL E: � Fo AIIN. MULLION TO MULLION ®O�7S "• DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO (U-CLIP) a MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' MASONRY STRUCTURE (STANDARD CLIP SHOWN) INTERSECTIONS. � a VARIES oY U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. Lo N I TYP.ANCHOR ' o m EITHER TME I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 SEE TABLES IB-130 FOR CORRESPONDING MULLION. Z � rc OFFSETMULLi i i.ppp- TOP VIEW CLIP MAY SE I I I n EDGE DISTANCE MULLION O INSTALLED BY II I' FOR MASONRY VARIES J W THIS METHOD t I ANCHORS #12 STEEL SCREWS, n � I I I I SELF DRILLING OR PRE-DRILL ,'o I ul MULLION AND USE SMS W O (� m CD F- r/� a ® Z J MULLION � O EXTERIOR 4 THE OFFSET CLIP IS Z EDGE DISTANCE a. RECOMMENDED FOR � '?) FOR MASONRY -d FIN-FRAMED yhLU ANCHORS WINDOWS,BUT MAY ZIU.P3ECTION ? Z ALSO BE USED FOR EXTERIOR Q Z� '- 8 OTHERFRAMETYPES- Q TYP.ANCHOR 'd d Q W OZ BpPER SUBSTRATE. 4 .. SEE TABLES I •t3SEE SH21-23 TYP.ANCHOR HOLE LOCATIONS px- PER SUBSTRATE, g u BU KSDRIP SEE TABLES IB-130 FRONTVIEW EDGE w ATTACHMENT DISTANCE H R R SEE N07E 1, SEE TIB•19B Q 'Z EMBEDI AUNT., + SHEET I. •. EDGE a E Z _DISTANCE m� SEE TABLES SIDE VIEW ' MIN 23 KSI CONCRETE OR CMU MIN 2.T KSI CONCRETE OR CMU 10.138 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. APERSUBSTRATE, ` •13B � 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE TABLES 1BSEE SHEETS Q PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ns ca»plying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceati n- �•63 ` Expilnti nDate /f1721 , 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD- MULLIONBy 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® Dada c1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED U STA\� NCE �, �,-YNN/1f/4e( wSEETABLES A \♦ Q1 ,•.•:.•... •� i ELCOULTRACONORELCOI/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER 1B-13B �;•'•�OCNSC''••'S' FRONT VIEW 1S GA AND COMPLIANT WITH THE FL BUILDING �l CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS `^ EXTERIOR SIDE VIEW = NOTES: _ , x'116 �U 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 'p ••, yT E OF ANCHOR VALUES MAY BE USED. (7 2)SEE CORRESPONDING MULLION TABLES, ire L'Y _ �1 SHEETS 5.20,FOR QUANTITY OF SCREWS. A` NMIryIPLEf3,P.E. FL P.E.#58705 ®ON N DETAIL F: DETAIL G: DETAIL H: 3„� FIELD-MODIFIED MULLION CLIP. ANGLE MULLION CLIP BAY MULLION INSTALLATION E^� (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) HAI SEE DETAILS AE, 30'OR 45' 6z SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. n1 MULLION 0 O C/) �8m O O O W OO O O O O LU O O TOP VIEW g W 1n C3❑ O SHOWN WITH SIDE 1E/I4 XX. 126• I TOP VIEW I I I Z -U MULLION I j i j TYP.ANCHOR ? O y I I PER SUBSTRATE, V m � EXTERIORIb SEE TABLES 15S OR 165TYPZ STANDARD MULLION CUP I I PER SSUBSTRRATE,AORI i EXTERIOR QZ MODIFIED TO FIT FIELD I SEETABLESlB-14B ,, I CONDITIONS. h 2'X6'ANGLECLIP, 1- Z Q Q> p 2 PER MULLION END,MUST BE Q QZ N r m I INSTALLED INSIDE OF BAY MULL m MULLION I g B IS I ii I I i m LU Q Y Y II I 2'X6'X.125' ~ N N co ANGLECLIP, („) Z Q 3 O I I I 2 PER MULLION END, Q O a`\ I l I MUSTBEINSTALLED Z I I I I INSIDE OFMULL. �`�' a m0 m0 I ! b I b TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B INTO (j STEEL..ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR EgGEONOHOROPRODUCTRFVISED F AERN F ns complying with Iho Florida ® © INTO WOOD,STEE4 Building CoN Auildi,ncc LNo V- 'C'3 •O ALUM,CMU OR MASONRY 1 O Bxpirollon DatoZ) ® ® EDGE DISTANCE PER Mimi hoducC ANCHOR EDGE j---� / DISTANCE `: O NOTES FOR INSTALLATION OPTION G&H: `���1\y�VNN41,,4 .PER ANCHOR 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ���,.•'4�GEIJSC • 'P NOTES FOR INSTALLATION OPTIONS F: •'X t:; 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;t; NO.r)8705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11'X.125'MULLION. LOCATIONS. - _ 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 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �i(�\•• pLOR1pP.•'•G FL 58705 TABLE 1A Mullion Capacity Table ibslft2 ® XIA " Opening Width((orwr4ca*6parring mWd Ions)or OPoring Height(for horimtYalVsjoarrirg mulfiom) 60 N 601n 70 In 80 in 901n 1001n 120 N 1401n 160 in p RaclanRural Trap11 wia Red.,Odw 7rep/rdard. RWcnQdar TraprIdanB- Reafengutar TmprTdang. Raoten9War Treptrdan9- RectargW4or Tuprai4 Ract u T 1 Lowing Loads ng. aQV re{4Tda0g. Ractanga4or Trep!ma11g. Ractangutw Trep/Tdarg, 1X2X,i26 g LondnO LoadOg Loafing LoadnO Load1.g Loafing Loadnp Loadnp Loading Loadn9 lnadrg Loadna Lowing Loafing Loading Lcadng oY Alum.Tube £ �' k• �' 2` &' � k .L �' a 2' .�' l .F F k• �' �• k' & .�' � d .Mullion .. B a a a a a N In LU o 42N tlf.9 408 129.5 332 93.2 409 i1S,5 32$ 79.9 406 107.6 321 69.8 408 104.4 319[29.2 408 104.0 319 65.9 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 319 $6.0 408 104.0 319 '1 461. 74.8 312 83.8 258 62.4 312 73A 252 53.5 312 87.0 248 48.8 312 812 248 312 61.3 2M 37.5 312 81.0 244 312 312 81.0 2M 26.8 312 01.0 244 23A 312 01.0 244 W.0251n 63.9 281 70.6 2M 632 281 Ste 228 45.6 281 55.7 224 39.9 281 $2.1 222 281 50.1 220 31.8 281 49.3 218 26.6 281 49.3 218 22.6 291 49.3 219 204 281 49.3 219 `,2 0 N 641n 62.8 247 67.3 207 43.9 247 49.5 202 37.6 247 44.a 199 32.9 247 41.3 196 247 39.4 104 26.3 247 38.4 193 21.9 247 30.1 163 16.8 247 38.1 193 16.4 247 38.1 183 m C)LU �0) m60N 38.4 200 4f.2 170 72.0 200 35A 16B 27.{ 200 31.5 163 24.0 200 28.9 160 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 150 i-61h 33.t fat 35.3 f5S 27,6 181 30,3 t62 23.T SBt 28.9 1#9 20.7 f8f 24.3 tq& 181 22.8 444 f6.6 tet 21.7 /#3 T& BBN 2&8 165 30.8 142 240 165 26,7 139 20.6 165 23.1 13B ta.0 1 IBS 21.0 134 2 fn m 721. 722 139 213 120 18.5 130 19.9 118 16.9 139 17.6 118 2 W 70N f8.9 125 19.7 109 161 125 18.8 !o7 u Z 78N 17.5 11B 1a2 104 '-1 � lit z :,D F. 5 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: "� 2 Z a Anchor Ca aci Table([be) h ION 30 d� ANCHOR OAP.,„,,,- CA tv SS44 6uMOnle 2.7xCornrdo J.SkConc. Hollow CMU FWcdCMU PT Woad g01261 (DP„")X( )=ANCHOR CAP. PT 5tf8'EkA 114.58EIce 511VE1. It4'SSFt..o Wasted 026{aN ON CAP.,,•,,,,,, WAtxhwType: 3/f8'Eko UlUacon t/4'Elao Unrxon 3IWMee Uiuecon 1/4'Ebo Uftcan >'CAnchor Cllp Patterns Uluacon AgpieGmw Wtracon AggreGetor 9orew(OS)St"IG5) USE THIS FORMULA TO OBTAIN THE"ANCHOR O= (NEdge olelenca{N3 1• 2-trr f" 2-frC 3-frs• 1^ 2ar2" 1• 2.1rz• T 3-tB• r o.m• 0.54• CAPACITY REQUIRED'CORRESPONDING TO AN Emtxdmenl1"mk i-314• L3I4' 1T1.114' 1-1/4" 1414" 1.1/4' 1.114• 1-114' r {are' tare• ACTUAL PRESSURE REQUIREMENT FOR THE ., 002 Anon=a4.75•Mt C.C./Standard of 034et Clip(Fig.1}: 390 eve 3901M 450Soo See tb5 1844 ws 2701`1 2801bt 3MW 740 WS 374 me 684 ft 8481M 341W 4421M OPENING,WHEN IT IS LOWER THAN THE MULLION4 Anotw ®1.iS MN.O.C./Standard(wOaseO Ggp(Fb.21 460" 700 me WA WA WA WA 3801be WA WA WA WA WA 662Ice 085IM CAPACITY(FROM THE TABLE)OF THE SELECTED4fthxa@3"MIA O.C./(2)D�SAngle CSpsl ffl9.3k 7801bs 7801M ON IDS 15601M 1886W 5101bs IiBOIga WA 7001b1 7481M 880Ibe 18921be 8821M us lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR2AMb-@0A5MN.O.C.1Ugip,Nto.125'Mum.(Fq,4). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA CAPACITY WHICH MAY BE USED TO QUALIFY1 Anchw/F-CSp ffig.5): 195@1 Mice 2251M 4451bs a221M 1351`4 1401W 177 IN 3101M t871M 33216.+ 4731M 1701ba 2211M ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchoml.IVT'r.O.CJ F-CIIpffM,6} 2401bs 360IM WA WA WA WA 1901M WA WA WA WR WA 3411`3 4421M $68 me 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: • Vt PRODUCT REVISED i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, m ODUCT complying the FirXi444 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000+ Building Code Acce+Lmlin-Dala.11A tance No- FIGURE O�a•07.p3• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE. Ex �( FIGURE 3: 73)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. roduct HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OROUT•FILLED L .i25° ��\pC�(LYNN 1<g11� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED t' i1" CENSE FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° THICK.STEEL STUDS TO BEA MINIMUMGRADE 33AND.SHATHICK N GAUGE).STRUCTURAL STEEL B BEAT 1"X 2'X.f25•MULLION - ' LEAST.125'7HICKAND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t zc:• No.5670) • , THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S,S. !�•.. I 1 11 Teo St �;��•.,FLOH\ Cv, S' A.L NQkh F ,�.E, FL P.E.#56745 TABLE 2A Mullion Capacity Table Ibe1R1 Opening Width(for verdcally-spanNngmltllans)orOpaningHeight(for horlwntally-spamingmllllon9) 601n 60 In 701n 80 N 901n 100 in 1201n 1401n 160 in O Recrergular Trop fl-Q. Red.m l.r TreprTdam. Reolemular TraprTdam, Redamular TrepRdam. Rectangular TmpRdary. Rectangular Trep/TrIam. Reolenpuler TraplTrtang. Recte�ular Tmp7dang. Rectangular TraprT6114 q 1%2X.375 Loadim laa0itg � Loading Loading Loading Loar2rg LoanBng Loaalm Loading Loaning Loading Loading Loading Loadlrg Loading LwGp Loading Loading Alum.Tuba a r S 2• a �. �. g, S� g g� g g v g g,� N Mulllon g t4 t9 t1 ti �� tS t!E �^ i4 t9 tf4� 1f 7d+ b v5^r ii ti o m 5 1 1 #d L dp a @ dg a E h a a O � F - W 421n 170.0 820 170.0 435 151.3 662 170.0 478 128.7 662 170.0 508 113.5 662 169.5 518 1009 682 10&9 517 90.8 662 168.8 517 76.7 662 168.9 617 87.8 662 1889 fi17 68.T 662 188.8 617 -1 ILI 48 In 121.8 607 1340 419 101.4 607 119.2 410 BB.B 507 108.7 403 76.0 607 1028 389 87.6 507 99.6 397 60.8 507 99.0 396 50.7 607 BBA 308 43.4 507 99.0 390 36.0 607 BBA 396 IL 60.6251n 103.7 456 1146 370 88.4 458 98.9 371 741 458 90.5 364 848 458 81.0 360 57.6 456 81.3 357 51.8 45fi 80.0 358 432 456 80.0 358 37.0 458 80.0 356 32d 456 80.0 356 p O 541n 85.4 400 93.3 338 71.2 400 80.9 325 81.0 400 72.7 322 Sao 400 67.3 318 47.5 400 64.0 315 427 400 623 314 3S6 400 61.8 313 30.5 4D0 61.8 313 26.7 400 61.8 313 m O H 601n 62.3 324 66.0 276 51.9 324 67.5 270 44.5. 324 51.2 264 30.9 324 40.9 280 34.6 324 43.8 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40.5 253 19.6 32d 40.5 253 000 J '63N 53.6 204 67.4 252 448 294 49.2 248 30A 294 43.6 241 33.6 284 39.6 237 29.9 284 37.1 234 288 294 35.2 232 224 294 W.5 230 19.2 294 33.4 230 188 289 33.4 230 66N 48.6 266 40.6 230 30.0 268 424 225 33A 266 37.5 221 29.2 268 34.1 218 260 288 31.8 215 23.4 268 28.6 212 10.6 268 28.0 210 18.7 288 27.7 209 14.6 268 27.7 208 Z a M 72N 36.0 225 37.9 186 300 225 32.2 191 25.7 225 28.4 186 226 225 258 105 20.0 225 23.6 182 160 225 221 160 15.0 225 20.3 177 129 726 18.8 1T6 11.3 725 18.8 176 ? W . 76 In 30.6 202 320 177 25.5 202 27.2 173 21.9 202 23.8 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 120 202 %7 150 10.9 2112 15.9 158 9.6 202 15.8 158 z 78N 263 182 28.8 788 23.8 101 25.1 185 202 182 220 162 177 192 19.7 158 16.T 101 16.1 157 14.2 192 18.8 155 11.6 782 15.2 152 10.1 192 144 150 8.9 192 14.2 ISO Q J gD In 186 144 19.0 128 15.4 144 tdt 120 Z � Q N O Q � Z c0 0 M. 182 127 15.6 113 (~q LO NO TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to Anchor Ca act Table Ib5 ANCHOR CAP.:,- _ UJI N C0 U) 9ubslrefe: 2.7k Contrera 3.5k Ccno. H06ow C14U Filled CMU PT Wood agl) (OP-)X( ANCHOR CAP.,,,, `MULLION CAP.,„,,,,, 511V Elco 114'89 Elco 5'16'Ebo 114'SS Elco 110 Steel 112 Steel (� X Q OOAnchorCllp Paheme AnchorType: 3116'Elco Uttrecw 1!4'Elco Ullrecon 3116'Elw Ullrecon 1H'Elco UllrecwuIlwori AggmGetoT Uvacon AggreGator Sorer(G5)Screw(G5) USE THIS FORMULA TO OBTAIN THE' OREdge Oiston4o pnY. t• 2-ur t• 2•ilr 3-tf8• t• 2t/r 1• 2-trr r 3.116' 2• o.4e• 9.54• CAPACITY REQUIRED'CORRESPONDING TO AN O„ ZOEmhedmenl M): 1.3'4• 114' 1x14• 1JId' r 1.1/4• 1.114• 1.114' 1-114• t-714• 1.7ld• r 1.3IB• tare` ACTUAL PRESSURE REQUIRF1v1ENT FOR THE -.2AnMhom®4.75'MN.O,C.I SleMard or O5set Qlp(Fg.1): 390103' 38011,3 450 the 880 ms 1644 Its 270101 280 Abe 354lbs 7401oe 3741Da 634 ies 840 ft 341 m3 4421bs OPENING,WHEN IT IS LOWER THAN THE MULLION �4 Anchore @ 1.15'Min.O.C.I Standard(orOneoll alp(Fig.2T 450 lbs 700103 NIA WA N/A WA 33011,3 WA NIA WA WA WA 682 ms B851b3 CAPACITY(FROM THE TABLE)OF THE SELECTED d Anetpm®3'Min 0 o./R)216 Angie Olps/lFW.3T. 780 me 780 m1 880 Id° 1560103 1898103 540" Ste ms WA T001te 749163 680103 1892 ma 692 P. 885 to. 7120 ms MULLION.IT WILL YIELD A MIN IMUM ANCHOR 2 Anenom®0.45't4N.O.C./U<Olp,Irate.125'Alum.(Fq.4T WA WA WA WA N/A WA WA WA N!A WA WA WA WA NIA J15 ro3 CAPACITY LACHMAYBE USED R QUALIFY 7 Anchor l Ftllp(Fg.S): I-- 195104 225 i1,s 445 W3 822103 I to, 1401W 177 nor 370 too 1671Da 33211,a 473 tm 170 Ws 221103 261,Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancttore 1.15'MN.O.CJ F.COp(Ftp.By 240113 35011,1 WA WA NIA 18A 180 Ws WA NIA WA WA WA 3411Cs 442103 660103 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - PRODUCTR6VIISBD FIGURE 1: FIGURE 2: TABLE NOTES: w complying whin the Florkk Bu)1dNg Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,000' Acceplanro No -OZI •A3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r Expiration Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Miami TroducC 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 111 2.000' 1-0 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONSSHOWN ON SHEETS 21-23. ``\\���\ON( LYNN qy�'!`ij� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST 8E USED IN PAIRS. 375, �•'• LICENSE •.,by 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 7� No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BEA MINIMUM OF.125' 1'X 2'X.375•MULLION - _- Me IT Is I FE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT pQS LEAST.125'THICK AND A36.ALLANCHORS INTO METALSHALL EXTENDAT LEAST3 SCREW THREADS BEYOND • Lf.I THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ;0'•, S5 A(E F 'I. � �'•.j1ZOR1Dp`.•'•C 1/1" A.LYNN MMhEk,P.E. FL P.E.#68705 TABLE 3A v Mullion Capacity Table IbsW ® gtx Opening Width(for%ertically-spannirig mUllons)or Oponing Height(for horizontaly-spenllirg mUlions) 50 in 60 in 7O In 801n gain 100 in On 1. 140 In too N 114: 1X2.T6X Razlangukrir4pr7deng. Ro4kngd4r Tmprmma. RaCtengalar 1tCptTdeng. Roclengdar Trap'7dang, Recta.P. 7577da90. RecMvdu Tmprtdong. R"Witoler Tr.;wnIwg. Rectangder TmpRdeng. RCcterguer TrapRdanO. Loadiag Loadng Loadng Loadng Loading Loading Loadng Lmsing Loaftg Loadng Loadng L. 09 Laagng Loadng Loadng Loafing Loading Lead, Ebz< .376 Al m. tii Tube *if T! ", Mullion to It! 421. 170.0 620 170.0 435 170A 744 170,9 478 170.0 868 170.0 608 170.0 am 170.0 519 170,0 1118 1700 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1301 170.0 621 0 48N 170.0 708 170.0 624 170,0 850 170,0 684 iTD.O 882 {70.0 630 170.0 1133 170.0 661 151.8 1139 170.0 077 130.6 1139 t70.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 65.4 1139 t70.0 680 -j ILI 50.825112 170.0 747 170.0 563 170.0 806 170.0 631 187.8 1032 170.0604 146.8 1032 170.0 723 130,5 1032 170.0 747 117.4 1032 170.0 756 BL9 1032 170.0 756 83.9 1032 170,0 758 73.4 1032 170.0 756 541n 170.0 797 170.0 012 181.3 907 170,0 601 138.2 007 164.7 730 120.9 907 1625 720 107,6 907 145.0 714 96.8 907 141.1 710 80.0 907 140.0 709 69.1 907 140.0 709 60.6 007 140.0 709 m O 861. 141.1 735 151.6 626 117.6 735 730.3 Ott 100.8 735 116.0 609 68.2 735 106.2 690 78.4 735 09.5 663 70,5 735 95.1 678 56.8 735 81.8 574 50.4 736 81.8 574 44.1 735 81.8 574 h Cl) J $ 6314 121.@ 866 730.0 670 101.8 B88 111.b 657 67.0 668 08.9 547 76.2 666 90.1 536 67.7 808 B3.0 631 60,8 888 7g.s 526 60.8 666 76.8 621 43.6 666 75.6 621 38,1 866 75.6 621 F9 66N 108.0 607 1124 622 88,3 607 98.1 511 75.7 607 86.0 601 68,2 607 77.1 493 58.8 BOi 71.9 4012 63.0 007 87.9 461 44.2 807 e].4 On 37.0 807 82.7 474 33,1 807 82.7 474 Z W m c 72 N 81.8 510 85.8 443 68,0 610 73.0 {3{ 68.3 019 84.3 426 51.0 610 57.9 418 {5.4 510 63.3 413 40.8 51D 50.0 4as 34.0 510 45.8 402 282 510 44.4 388 25.5 619 44.3 399 S.� (� 78 In 614 458 72.5 400 67,8 458 61.7 392 49.6 458 64.1 385 43.4 458 48.6 '378 38.0 458 44.6 373 34.7 456 41.6 368 28.9 456 37.7 362 24.8 458 36,0 359 21.7 458 35.7 358 J & 6 Z 78N 64.2 435 67.0 381 63.6 435 We 373 45.9 435 40.8 368 40.1 435 44.7 360 35,7 435 40,0 356 32.1 435 39,1 351 26.6 435 34.4 344 22.8 435 32.0 341 20.1 435 32.2 340 < 90 In 41.8 327 43.1 280 34.8 *30.4 29R 327 37,6 2BO 26.1 327 28.3 275 232 327 25.7 271 20.9 327 237 268 17,4 327 21.0 262 14.9 327 19.3 268 Z i�061n 34.4 287 35.4 257 26.7 24.8 2B7 20.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 207 10.3 237 14.4 287 18.9 232 - v NQ106 N 242 227 24.7 205 20.2 77,3 227 18.0 .198 15.1 227 18.0 195 8titin 22,3 215 22.7 184 186 16.8 215 16.6 188 fyi n 1201n 17.6 184 17,9 187 }C Q TABLE 3B O O Anchor Capacity Tabi9tb6 ANCHOR CAPACITY ADJUSTMENT FORMULA: Zz� Z d.� �U) ') ANCHOR CAP.,,,,,,,, _ 9 4 .O 9ubslkla: 27k Castle 3,6k Cana. HaOow CMU FOed CMU PT Waal Melal (OP,„)y( } ANCHOR CAR_ $ €Q' ,0 5119-Eko 114'S3Eka 5218'Eloo 1!4'93Eko 61031eC1 ti26teel 8123Sed MULLIONCAP.,,o,,,,,,,/ �� e�u Anchor Clip Patteme Ancnoriypa: 3116 Eko Uittacon 1t4'Eko UlOacan t80won 3+1$'Eka Utuacon 114'Eko Ueracm ApprcGekr Ulimcan ApgraOetar SCrew(G5)saraw{GSj SaVN(GS) USE TH)S FORMULA TO OBTAIN THE ANCHOR ¢' Eago IXslance On): 1• 1 2.112• 1 P 2-frr 3.119• 1• 2-112• 1• 2-mr 2• 1 3.110• 2' 0.46• 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embcdrent(4 1.314• 1.314• 1.314' 1-14" 2' 1414' 1-0/4• 1.174• 1-1r4' 1.114' 1-114• 2' 1-376• 1.316' sada, ACTUAL PRESSURE REQUIREMENT FOR THE 2Anch-Q 4-15'MN.O.C.18L d d a O8aet 01p(Fig.1): 390 W3 3B0 roa 460 ros .8901bs 1B441bs 2701ba 280163 354163 74015, 374 ft ;IWIA 946 R. 341 ids 4421bs 560Ib, OPENING,WHEN IT IS LOWER THAN THE MULLION d AnoBors®t.tE Mta.O.C.l Standard(arOcseq C@p(Fq,2j: q80 ros 7001»3 WA WA WA WA 3801b, WA WA WA WA 662Lha 885ibs tt2otbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AbNa03•Min.O,C.1(2)2e5 Angle Clps 1(Fp,31 1.. 780 ros 89981, 1560lbs 1698@7 Sd01bs 68016s WA 760 k3 746160 18921bs 682t* 8051ba t120n, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A%ha,Q 0.4Y Min.O.C.r UL11p,Inta,i25'AWm,(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA NfA 7t61n3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AncMr1 F•CBp IFp.5): 195 ms 195 As 2258,9 4451bs 02 nm 135k3 1401b3 177 ks 3701bs 187lba 473IUs 170 rot 221 Ibs 2BO Ib, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchm td 1AV Min.O.GJ F-Otp(Fig.6l: 240 ka 360@5 WA WAWAWA 1901b3 WA WA WA WA 341 ras S+2115 580 ibs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ('')CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �1 PRODUCT REVISED .complying with the Flo im, FIGURE 1: FIGURE 2: Building, d Acceptance TABLE NOTES: -«•) 1.000" �+ BapimlipnDate 20$I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi it da Product COotrd/) FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE X113 MYNA 1 rr, 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, \.• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •.;i ANGLE CLIP MUST BE USED IN PAIRS. No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375" YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' ¢ 1 C THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT C? LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.376•MULLION ',Tp'•.,r4ORIOP THE MATERIAL#1011,#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ii�SS�jjrr yy"" rQ!GYN(�r (,JR,P.E. FL h 58705 TABLE 4A Muglon Capacity Table Ibafie ° Oporl li th(7or\ertica*span9rgmL2lons)orOpaningHofghi(torIvdzDrta*sparnirgmU9ons) tee 501n 601n 701n 6010 001n t001n 120 in 1401n 160In '1 X 2.76 X Rectangular Tmp(Tdang• Reotangor TmpTdang. RwlwWjter %p/SOeng, ReablWar Tmpftil Recteng4lar Trsp tdang. Rectangdsr TmptTdang. Rectan9dar Tra)YTi1ang, ReotengW TraprTftw Rectengder TrwTieni;. .862A1um. Lond'ing lgadtq Loafing Loedn9 Loading Loading Loodnag Loading Load'um Loedryi Loading Lowing Lowing Loading Lmdnp 2�Loading Loading Loadng s1, • Z• F zr F ?.^ ,?.• tl.. ;Z• A 2• F ,aL•� L• b ,$ �• D D U.. a •a ." t• D Tubo a,,. a •M $-- a a 'a a., a ''`• a.. �'` �_ 'S EF U G Up U G Ua $ s U G G c $� ,�• ,� �� 4J � � $�. �G 'qq �~ �� b•� �r` f�t� �^ 1¢�3e� s��� 9. 3 8 � R. '�� if, i d`a a rc rc a 3a a is a 3r;: S a8 d rc �� d zea O N 4210 170.0 820 170.0 435 1709 744 l7tl.0 478 170.0 688 170.0 506 770.0 892 170.0 518 170,0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 150.7 1620 170.0 521 13&8 Inc 170.0 521 LU 481n 170.0 706 170,0 524 170.0 850 1700 584 170.0 802 170.0 630 170.0 1133 170,0 661 170.0 1276 170.0 677 170.0 1417 170.0 Bad 141.7 1417 170,0 800 121.5 1417 170.0 680 106.3 1{77 170.0 680 -j LU 50.02510 770.0 747 170.0 563 170.0 896 170.0 631 170.0 1848 170.0 684 170.0 1195 170.0 723 1628 1268 170,0 747 146.3 1288 170.0 756 121A 1286 170.0 758 501.5 1288 170,6 736 Bt.{ 1281 770.0 750 � D"& to �� 5410 170.0 747 170.0 612 170.0 958 170.0 691 170,0 1118 170.0 754 150.7 1130 174L 803 133.9 1130 170.0 637 120.8 1130 170.0 658 700.5 1130 170,0 861 86.1 1130 170.0 $at 75.3 1130 170.0 881 m O a M 6010 170.0 6B5 170.0 TOI 1W,5 913 1823 761 125,5 015 141.5 A0 100.8 015 132,3 735 07,6 gib 123.9 728 87.8 015 110.5 720 73.2 976 1fL4 715 82.8 BIS 114.0 716 61.0 916 114.4 715 631n 151.0 830 161.0 770 126.6 830 138.8 6M 108.5 030 123.2 881 94.9 630 1122 670 84.4 830 101.8 682 75.9 830 99.4 958 63.3 830 84.5 840 543 830 04.7 840 47A 838 84.1 848 8810 132.1 757 140.0 850 170.0 757 110.8 836 94.3 757 105.8 @24 826 757 9@.1 BU 73./ TS7 60.1 608 66,0 157 84.2 8W 65.0 757 70,0 503 472 757 76.2 $@1 41.3 757 783 591 Z 111 o J 721n 101.7 836 100,8 552 84.8 836 01.0 540 727 838 60.1 530 63.6 838 722 521 56.6 638 66,5 514 60.9 836 62.3 508 424 638 57.2 500 38,3 038 $5.3 497 31.8 636 55.2 497 W 3 7810 68.5 577 08.4 406 721 571 78.6 488 '18r, 571 OTA 479 54.1 57t 80.8 471 48.0 571 65.5 464 43.2 571 51.8 459 36.0 571 47.0 457 30.9 671 44.8 447 27.0 571 44.5 446 sZ Q cr 7810 @0.0 542 63.4 474 68.7 542 7tl.8 485 57.1 542 82.1 458 50.0 542 55.7 140 14.4 512 51.0 442 40.0 542 47.5 437 33.3 542 42.9 420 28.6 642 40.6 425 25.0 542 40.1 423 9010 52.1 /07 53.7 301 43,4 407 105.4 *19.8207 30.6 340 325 407 35.3 343 28B �O732.1 336 28.0 407 29.8 334 21.7 407 28.1 327 16.9 407 24.1 322 18.3 407 23.0 31B Q 2 N 8810 42.@ 358 44.1 320 35.8 350 37.2 324 308 26,8 356 28.8 3W 23.8 20.1 300 27.5 358 24.0 290 17.8 356 21.0 28S 15.3 355 10.2 284 W Xco1081n 30.1 263 30,6 255 26,1 283 26.9 225 2{7 78.8 263 10.0 244 18.7 18.0 240 15.1 283 16.5 237 N 111 N 27.0 267 28.3 242 23.1 287 23.8 20.6 235 W.3 287 18.3 231 15.4 281 18.5 228 I` Y 120 to 22.0 228 22.3 tog 58.3 220 18.8 t82 202 )- 'X TABLE 4B Q 0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCONact TableIbs ANCHOR CAP.,,„,,,•°, u $a Subsfmte: 27k Corwreto 3.6k CON. tbllow CMU Filled CMU PT Wood Metal (DP_)X( )=ANCHOR CAP.,,, 5116'Eko 1/4'SS Eko 5f1fi'Elco 114'SS Elco gloated e12 Steal 012 Steel Mt7LL)ON GAP.,,„,,,,,, 6 AnchW TYPa: 3116•Eko U@acon 114•Elco Ulaecon 3110•Eko Ulaacon 114°Eko UlUscon Ag9mGakr Ullmoon AgyeGolor Screw(05)Sarew(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR AnchorGi)p Pattem6 uiaacon Eage gslenca fmk f• 2.12- 1• 2•trr 3-1/0• r 2-112• 1- 2.1rr r 3.10 2• 0.46' 0.54 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmlKdneM ): 1614' 1-314" 14W 7610• 2' 1.114' 1-fro• 1.1/4• 1.1/4• 1.114• 1.114• T 1a✓8• lava• lades ACTUAL PRESSURE REQUIREMENT FOR THE TAnchols 496.73"MN.O.c.791ardard Or O9set qlD lFlB•17: 390ps 390 ms 4500. SW lb. 1644 Ws 270 as T0fbs 35416. 740119 37dits -664 lbs 94611. 341Ini 442 fns No lb� OPENING,WHEN IT IS LOWER THAN THE MULLION 4An011M O.G.ISIaldard(orO85e1)(Up(Fla.2y 480 WS 700M WA WA WA WA 380,lbs WA WA WA WA WA 682119 6851 112011. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancinm 3'Min,O.C.t(2)2x5 Angle gips 1 ft.3TI 7801 784 w 680Ios 1560It. 1898 Ns 510I1s 560 Ws WA 760 m 7481W 880 lbs 1892115 562lb3 1120 W MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhora Q 0.45'Mn.O.C.)U{31p, '3_ n .125'ANm.(F19.dT WA WA WA WA WA WA WA WA WA WA WA WA WA 716 @s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctwr7 F•C8p tF10•ik 1@5 ks 1950,. 22531. 4451bs 822lbs 135 ma 1401bs /77 ea 370ro 187 its 33211. 4731bs 170lbs 221116 260 ks ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancboo®1.15•MN.O.C/F-01p(FIC.By 24011. 350®s WA WA WA WA 10015. WA WA WA WA WA 31111. 442116 5601bs 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. PROOLICT RBVISBD as complying with 4h0 Florift FI Duild"SCodo t6-be2Sup,Q,J RE 1: _- FIGURE 2: TABLE NOTES: AcceptasmM �-- J�•p�� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' Expiration 17x10p SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MDy• t� t \ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. , FIGURE 3: `�>>�,�d 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,760• �1CtNSr•'•. �1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `r•' © FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '71.':• 't No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED /jMAI` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •65 =-U•: '1FIGURE41 FIGURES: FIGURER: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 608375 AND BEAMINIMUM OF.126" '.THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEATloll Q Vti LEAST.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREAD SBEYOND 1'X2.75"X.650•MULLION %�(��'••F{OR1D�;r•'\(•j;. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 7rllll 11111;1\ A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Mullion Capacity Table Ib91lt' c Opening Width(for I,erlirally-sparring mullions)or Opening Height(for hodzoritely-sparring mUiions) 14- 60 8o In 70 In 80 M 00 In 700 In SO In 14..In too In o R-1-v1lw TwpRdaeg. fUelangWar Trepfilam9 ReclangWar TIwTnwg, R.1d OW ei Tre1JTdanB• Recionpdar 7iap'rdang. Recierl9ular Tworrlian Bacton 114c* a P$%r 8�Y'Tdeng. Rsotangular Trap rdenB. Reaiang4lar Tcaptrdang. 1"k 3.125"% LoadnB LoadnO LoadnO Lowing Leedalg LoWn$ Loadng Lo4dng L.... ioedfq Lesdng Loadng Leeda,g Loadng LoodnO Loadng Loading Leadng .500"Alum r ].a., 2> r004 Tubo MullBc.-. aSIB sid`r � � d� �� t 421n 170.0 820 170.0 435 170.0 744 170,0 470 170.0 868 170.0 508 170.0 992 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 621 170.0 1735 170.0 521 164.4 1802 170.0 521 _! W 48N 170.0 708 170.0 524 170.0 850 170.0 $84 170.0 BB2 170.0 830 170.0 11J3 170.0 flBf 170.0 1275 170.0 077 170,0 1417 170.0 880 157.7 1577 170.0 Bell 135.1 1577 170.0 080 118.2 1577 170.0 680 S 50,82591 570.0 7{T 170.0 663 570,0 888 170.0 031 i70A 10;8 170.0 88{ 170.0 itBS 170.0 723 170.0 5345 1780 747 170.0 1{84 170.0 756 K1.T 1495 170.0 766 121.5 1495 170.0 756 100.3 1495 170.0 758 $ 5;h 170.0 787 170.0 812 170.0 8LU 0- 50 170.0 601 170,0 1116 170.0 754 170.0 1276 170.0 803 180.1 1401 170,0 037 140.5 1401 170.0 658 124.6 1401 170.0 861 100,6 SOS 170.0 861 03.4 1401 170.0 861 f3] CO Ir- M 60 In 170,0 BBS 170,0 701 170,0 1083 170.0 787 158,5 1168 170.0 870 138.7 1158 187,0 028 123.3 1188 150,5 817 711.0 1158 148.7 Bio 02.5 1156 144,5 903 78,3 1156 144.5 003 09.4 1158 144.5 003 h J J 03 in 570.0 934 110.0 745 169.8 1048 170.0 850 137.0 1048 155.5 880 518.8 1049 141.7 840 100.5 1049 5320 838 9S-B 1049 125.6 828 70.9 5049 119.3 820 88,5 RAO 118.9 Ste WO 1049 11e-9 BSBf. (n 0811 188.$ 855 710.0 788 130.0 BSS 181,3 801 118.1 955 133.1 7BB 101.2 955 121.4 775 828 Bb5 112.8 765 83.4 055 106.4 757 88.5 955 00.8 749 59,8 955 88.7 746 S21 055 98.7 740 2 U1 D- 11I j 72 h 128.5 803 134.9 887 107.0 86 154.8 882 91.8 803 101.i 070 80.3 803 91.2 859 71.4 803 83.9 649 641.2 603 70.8NIA253.6 803 722 632 45.0 603 09.8 628 -40.1 803 69.7 027 7811 7882 721 114.5 828 91.0 721 87,0 818 780 721 $6.1 805 86.3 721 70.6 595 80.7 721 70,5 $80 64.8 t2t 85.445.5 721 59.4 509 30,0 721 SCSI 684 34.5 721 66.1 SW � �9 r � 781. 101.0 084 106.4 599 54.2 084 BPA $31 72.2 OB4 70A 676 83.1 884 70.4 567 50,1 684 64.4 558 50.6 684 $9.942.1 684 54,1 541 36.1 881 51,3 538 31.6 884 50.6 534 1,- 117111 ,- � Q ;C154 a 9011 85.8 614 87.0 458 54.8 514 67.3 4411 ;7.0 514 60.0 440 41.1 514 44.6 433 38.5 514 40.6 427 328 $14 37.327.4 SU 33.0 412 23.6 514 10.{ 405 20.8 514 20.0 403 Q /� ZOBM b4.2 452 55,7 40{ 452 452 47.0 398 38,7 452 {9b 390 33.8 462 38.4 381 30,1 452 329 378 27f 452 30.3220 452 280 305 184 452 242 358 18.0 452 228 355 (n X C7108 N 38.1357 38.8 322 313 357 327 317 27.2 357 28.4 312 236 157 25.2 308 21,1 357 22.7 303 19.0 357 20.8158 357 16.0 293 13.8 357 18.2 207 11.9 357 15.0 283 111to35.1338 35,8 300 29.2 330 $0,1 301 26.0 336 26.1 2809 338ZJ02iB.5 338 20.8 288 17.5 338 780 14.8 338 te.S 278 12.5 338 it 273 17.0 338 13.8 269 �j S2 2 fn 22911 27,7 288 2$.2 203 211 289 23,7 259 18.8 289 20.5 250 17.3 289 18.1 252 15.4 289 16.3 248 13.9 289 54.9 248 51.8 289 128 240 90 289 17.4 238 $.7 288 t0.4 232 X Q }j a a TABLE 5B oANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCe eel Table iba sub5ua16 2.71 Gsncrele ask Cmc. Hoaae CMO ANCHOR CAP.,,,,,,,,, FIDetl CMU PTWoaq Metal (DI;w)XC )ANCHOR CAP. o ma 5+1eFlco v4•ssEko 5116•Elco v4•ssEwo 91-s14e1 W2sieei ln2staet MULLiONCAP.,,�,,,,,, A7lcnor typo &16•Elco u8ram v4"Eko08ncon 3'16•Elco U4racm11 V4'EkoUttracon Agryi%3afOr ueracm AggmGalm Stw(G6)ScrEw(fay) Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Un. Edge lxstanea 0n} r 2-irr s• 2-112' 3-1f8• r Z-vz r 2-11r I r at 79• 21 OAA BW 0.32Y CAPACITY REQUIRED'CORRESPONDING TO AN EMOM04 0n' /31P 1314' 13/4' 1314• 2' 1.1/4' 1-1114' 1-1/6.• 7.114" 1.114' 1.1/4• r lave• 1.3!8' yaws ACTUAL PRESSURE REQUIREMENT FOR THE 2gncras$oaasSalno.C./staraaraao�etCap(r1g.17 399ws 39-15 asol5s moms tsa4ws 2701bs 2m Be 35411: 7aelca 37410s fiwfus 5is s 34iae 4425m 56nua OPENING,WHEN IT 15 LOWER THAN THE MULLION 4Ar1ntr5Q1.15•M1A0.C.1SIMWm1(m 0Mel)CBp(Flg.4 480 us 70D Be NIA WA WA WA 38011: NIA WA NIA WA RA 0 05 88518 712115 CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.Ivm Q T Mh O.C,r 1'WArgk:C0p51(FIX 37 780 us 7808: 60005 1500 Be 18960: 65005 .H. NIA 7601. 74805 880Im 5092 On 662bs BOB Bs 7 3A2315 MULLION.IT WILL YIELD AMINIMUM ANCHOR mtnn 0.45'Min.D.C.O.GJ UCltp,wlo.i25•Alum.(Fig,6.z N/A WA NIA N/A N/A NIA WA MIA WA NIA WA IUA MIA WA 1073 N. CAPACITY WHICH MAY BE USED TO QUALIFY tAfYtnr7FCUp(Rl;. 195 us 7£68. 215ID5 446 a. $22 Be 7350: wits 177 roS 37011. 187 EDs 332105 4731e5 17004 22165 Seems ADDITIONAL ANCHOR OPTIONS FROM THE 2A9allon®1.79MInO.CJFCO 0.6) 210 IDs 35001 NIA WA NIA NIA 18005 NIA WA NIA WA WA 34705 442105 1 560 D. I ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT REVISED as complying wilh the Florida F-1000'-I 130ding Coda FIGURE 1: FIGURE 2: TABLE NOTES: Am 1) Nu B iral/i�on Dalc�^ ! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, pyd� ,( SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- - Mi Dadu Product� . tt17t11/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\t FIGURE 3;_ - 3.125^ \�.��flN`�....1NN 4"14-,1/�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,�y'�;•'�,\CENSC•'•._'Q �!, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •'T':; i.0 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 --{5•, I J�519FIGURE4: FtGURE6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.126' tTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK 18 GAUGE.STRUCTURAL STEEL TO BE AT 1'X3.125'X.5MULLION 7 •, S 'h LEAST•125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1-VF MULLION) `�`�''•.rLORi4h.••�('g g THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1 A.LYNN MiLLER,P.E. FL P.E.#58705 TABLE 5A � Mullion Capacity Table(IbsRtz) w Opening Width(for keNcally-spanning mullions)or opening Height(for hodZontaRy sparvi g mUllons) Q 601n 601n 701n 30 W 90 In 100 In 7201n 1401n 160 In Rtttwollr 7141,11liam Rectangukr Trapnimi; RectanOW TmpRdmg. Recten9l/u kaprTd"all. Rectangular fT,��jlr RectngiUar UP(rtan9. Reotamptar 7ra)J7der�9. Rectaniadar TraptTAanp. Rectzngltter TrwTd"x Ig"I 1%4x.126 Loading Loadng LOadng Loading Lading Loadng Loading Lading Loading Loading LdingLoading Loading Loading Loadn'9 Loading LoadingMullion �� 8 �, (� � I �- �IzaLm 42 In 170.0 620 170.0 436 1170.01 744 1 170.0 478 170.01 888 170.01 We 170.0 1 992 170.0618 170.0 1118 170,0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 145.0 1466 170.0 521 127.6 1469 170.0 621 0 DJ 481n 170.0 708 170.0 524 170,0 650 170.0 684 170.0 1 092 170.01 630 170.0 1133 170.0 661 170A 1275 170.0 677, '166.3 1303 170.0 650 130.3 13M 170.0 880 111.7 1303 170.9 8B0 97.7 130.1 170.0 580 a = 50.0251. 170.0 747 170.0 683 USA 886 170.0 63t 170.01 1N6 1 110.01 864 170.0 1195 170.0 723 15&1 1235 170.0 747 140.5 1235 170.0 766 1117.1 1235 1170.01 766 100,4 1236 170.0 768 87.8 1236 170.01 758 IX m >n 64 In 170.0 797 170.0 812 170.0 B58 170,0 BB1 170.0 1118 170,0 764 1111.4 1168 170.0 603 137.2 1158 170.0 037 723.6 1168 170.0 BSB 102.9 1168 170.0 861 88,2 1156 170.0 861 77,2 1166 170.0 861 m m d 60In 170.0 865 170.0 705 168,7 1042 170.0 797 147.8 1042 181.1 832 125.1 INT 148.E 816 Yi1.2 1042 138.8 801 100.0 1042 130.2 let 03.4 1042 125.Y 762 71.8 1042 125.1 702 62.5 1642 USA 782 � (0 J 63 to iT&0 SW 170.0 745 151.2 992 163.8 818 120.8 992 144.4 798 113.4 997 131.0 762 100.8 992 12fA 766 90.7 002 114.8 758 76.8 992 1 108,4T745 64.0 992 100.0 744 60.7 892 109A 744 2 -J 6817 166.4 817 170.0 780 137.8 Ni 1404 760 116,1 1 047 130.3 786 10.1.0 047 117.7 752 81.0 847 108.7 738 e27 047 102.2 727 68.9 847 85.1 713 69.1 817 84.0 711 61.7 847 04.0 711 2 (A g m 721. 135.8 649 1427 737 1133 00 121.6 722 07,0 849 105.0 708 64.9 849 96.4 896 75.6 849- N1 688 67.0 649 627 075 68.6 SO 75.3 659 48.5 849 72.6 852 4y6 849 72,4 651 :E Com? ?� 76 In 175.5 762 120.7 685 98.3 762 102,6 852 82.6 792 90.0 649 72.2 792 80.9629 042 762 742 620 57.6 782 682 813 4&1 762 62.8 602 41.3 762 58.8 697 36.1 762 60.4 595 J 7a In 106.9 724 711.4 634 69.0 724 94.6 621 76.3 724 02.9 609 66.5- 724 74A 590 59.4 724 69.1 691 53,4 724 63.4 683 44.5 724 57.3 573 382 724 04,3 667 33.4 724 63.5 565 Q J `r 1- J 86 h1 89.6 543 71.8 483 6&0 Sia 60.7 474 49.7 643 52.0 486 43.5 513 +7.1 459 38.8 643 42,6 452 34.8 543 119.5 448 28.0 W 34.8 438 %6 543 321 430 21.7 543 30.7 426 Z.) 9017 $7.3 476 58,8 427 47.6 476' 19.7 419 40.9 476 {32 412 35.8 475 38.5 ID6 111.0 47e 34,6 400 28.7 476 320 395 23.8 478 29.1 386 20.5 478 TO 380 17.9 476 242 376 mZ 6 00 70017 40.3 377 41.1 341 33,5 377 34A 335 26,8 317 30.0 330 252 377 26.0 325 22A 371 24.0 321 20,1 377 22.0 317 18,9 377 19.0 310 144 3777.1 304 ill W 37.1 357 37.6 323 30.9 357 37.8 316 28.5 ��27. 232 357 24.4 309 20.6 357 22.0 305 1&5 357 20.1 30t 15.4 357 17.4 294 )( 12017 29.3 308 20.8 T7B 24.6 308 26.1 274 21.0 16.3 308 192 267 16.3 306 17.3 263 144 In 17.0 ztz 17.2 19e (} X O d 8r Z 0 s TABLE 6B 0 Anchor Capacity Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: m ANCHOR CAR,„„,.,E Satettate: 27k Ccocmte 3.6k Canc. NWowCMU FAM CMU FTWoad Metal (DP,}X( )=ANCHOR CAP.,,, 5116•Eko 1/4'8S Eko 5118'Eko 1M•69 Elco 010 Sloe! 8125teel d1291ed MULLION CAP.,,,,,,,,,, Anchor Type: 3/1C Eko UlOacon f/4"Eko Ul7acrn 31W Eko Oman V4"Elea Wait n ARChorCltp Fattame Uitraean - A9pntdatCr UOraaon Allgra0attx screw(05)salear fay) 9craw(GS) USE THIS FORMULA TO 0670404 THE*ANCHOR Edge a,larwe(u0: f• 2-frz• r z-tn• 3.116' 1• 2.17• r 2.112' 2" 3.118^ 2• 0.46- 0.64• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN £ndredneatnot' 1.3/4` 1.314" 1.3r4 I-W4' 2" MIT 1-114' t-114" 1.1/4' 1-1/4" 1-1/4' 2' t-wr 139• ,odea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMrt®4.76•MIn.O,C.I SlendaM orf3asel Cep(FIg.162): 390 Ds 30015, 450158 8B0Ibs 7044159 270!0, 280Ibs 35415, 7d01bs 374153 8841Ds Ne lbs 347148 442156 589 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchorsg2.25'MN.O.C.tB[aMard(or00,22%2Ip.3T 1Ws 700 Ws 580 to, Melba 952 Wa WA NOW WA 630 Ws WA 88016, WA 682M 88515, 112015, CAPACITY(FROM THE TABLE)OF THE SELECTED BAnshore�1.15'MW.O.O1SIendaN(a OOseq CBp(Fq.4t 0601bs 14001bs WA WA WA WA 760 lbs WA WA WA WA WA 1383 Wa VloIbs 2240 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arkbfta643•Me.O.C./(2)US Angle Clips/¢1g.5} 78097 160Iha NOW, 1560 IM 1886ft 54OWs NOW WA 760 Wa 748W 88014, 1892lbs 682W Mies 1120!49 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Aachxa®3•M1a o,C.!(2)2x5 Angle Clips/LFq:6T 117015, 1170 Ibs 102010, 2340140 2644:W 910@9 840Ib, WA 1140 ihs 1122 1b. 1320 Wa 2e3a too, 1022 Ws 1327 8. 1680 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnCM1a 00.45-Min.O.d,/UCllp,Inlo.125'Akm.(Flp,7): WA WA WA WA WA WA WA WA WA WA N/A WA WA N/A 14300. ANCHOR CAPACITY TABLE 2 Atwlaro®Z25'Mtn.O.Cl F4XID(Fq.ej: 350168 3501Ds 280744 703IDa 478 ibs WA 28010, WA 3151ns WA dog Ins WA 341 R. 442 W, 560 Has f'ROOUCL REVISED 4 Anohora®1.15"Mk.O.W Fait,fFlg.9): 480 Ws 7e01bs WA WA WA WA 360 lb, I WA WA WA NlA WA 802 Ws 88515, 7120 Iba o9 ComPlying With die Florif6k NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ac ldingd j jaj(p 6'21$,O TABLE NOTES: Expiration Onte�20pw1 B FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: y • ♦ ♦ • • • ♦ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE Miami 1 ft0icrIF1gtig(2 • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • ♦ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. ti� �'��.•'1�CENSF '•.fi�Q r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' No 58705 z( TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ♦ • • ♦ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED y �•, �6•'L(f' • • ♦ • .TAPE r = CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" �(. p SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125,THICK.STEEL �'�C�s;•.,LORttT?.;`\rj,.` STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURALSTEEL TO BEAT LEAST.125'THICK fs/{) �- ANGLE CUP(FIGURES 5&6)MUST BE USED IN PAIRS, AND A36,ALL ANCHORS INTO ANCHORS INTO WOOD MAY METAL SHALL EXTEND AT LEA 18 6 S S OR 41 S 8 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X a^%.125 i A.LYNNIrN LER,P.E. MULLION FL P.E.#58705 TABLE 7A h Mullion Capacity Table 1b6/ft2 In Opening Width(for venicaly-spewing mullions)or opening HeiOhl Vorhorizordaiy-spewing mU6ions) Lcte Q 50 in 60 N 70 In 601n - 00 in 100 in t20 In 140 in 1160 In N' o Recd radar Ttap/Tdang. RWaRgAer Tmpfriimg. Rectangular Treprdong. Reclanord TraptTdare. Rectangular Trapf hag;. Reamoutar TI.PITdang- Rectotlpalar Raprrdeng. Reoteraw r Tm da Recta. ar Tra oY 1 x 4 x.376 p/r .g. gut 077611.0. a Loadng Lo®dng Loading Loaft Loading Loadng Loafing Loadng Losdng Lauding 'Loading Loading Loaning Loadng Load'og Loading Loading Loafing AIum.Tube LO &"T" a .. ., a a .. 'b' a.. o a„ v., •a •a., a,. a �a a a., a a •a a 'U-, a a., rr •a Mullion s� tY 15 a 6 s7 04 fiL b• 5 �. S^ 5 b. b. S ts. g $ h. 8 b aa g153 � a(S mag. z Z N 421. 170.0 620 170,0 436 1704 744 170.01 47a 170.0 888 170.0 600 1170.01 992 170,0 619 17TA Me 1 170.D 621 110.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 1 621 170.0 1083 170.01 521 1 W 48 In 770.0 708 170.0 524 170,0 850 170.0 684 170.0 982 170.0 830 170.0 1133 170.0 661 170,0 1276 170.0 877 170.0 1417 170.0 660 170.0 1700 170.0 060 170.0 1983 170.0 680 151.8 2024 170.0 680 _ 50.6251. 770.6 747 1704 663 170.0 896 170.0 631 170.0 lout 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 1704 1494 170.0 756 170.0 1793 1170.9 750 U59.0 1818 1170A 758 136.6 1918 1740 769 �a 641. 170.0 787 170.0 812 170.0 958 170.0 081 110.0 7116 170.0 764 170.0 1275 170,0 803 170,0 1434 170.0 837 170.0 1594 170.0 968 169.9 1799 170.0 081 137.1 1788 170.0 861 120.0 1799 1704 881m 6 O 601n 170.0 085 170,0 701 1740 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 sea 155.5 1618 170.0 1033 129,6 1819 1740 tom 111.0 1610 170.0 1063 972 1619 170A 1063 N tm0 (A 63 in 170.0 930 170.0 745 170.0 1116 170.0 869 170.0 13M 170.0 940 170.0 t488 170.0 lot$ 168.7 1642 170.0 1076 141,0 1542 110.0 1122 117.5 t642 JOSS 1160 100.7 1642 167.8 1167 8&1 1&2 107.9 1167 661. 170.0974 170.9 769 179,0 1169 170.0 803 170.0 1384 170.0 1002 160.6 1472 170.9 1088 142.6 1472 168.5 1146 128.6 1472 158.5 1130 107.1 1472 147.8 4108 91.8 1472 14&0 1104 60.3 1472 146.0 1104 z z �• S72 to 1704 5063 170,0 878 170,0 1275 110.0 1099 Sb0.9 1320 186.2 1101 1320 1320 149.9 1082 117.3 1320 137.6 1056 105.6 1320 1211.6 1049 88.0 1329 117.0 1024 76.4 1320 1126 1013 86.0 1320 1125 7012 781. I WO-01 11221 1704 937' 149-61 1104 159.;1 1013 128.21 11641 139.8 894 1122 1184 125.7 978 9917 11641 116.3 984 69.8 1 1184 107.5 962 74.8 1164 97.6 935 04.1 1184 03.1 927 66.1 1164 923 925 .=.1 m v v mZ $ Q J -' TO In 168.1 1124 1704 967 136.4 7124 147.0 883 1104 1124 120.8. 847 703.8 1124 115.8 831 82,3 1124 105.0 918 83.0 1124 110.5 806 89.2 1124 88.0 880 58.3 1124 8411 881 51.8 1121 63.2 676 � `� 90 in 10&1 841 111.5 750 90.1 644 94,3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 644 66.5 702 61.0 844 81.4 893 454 Sit bd2 878 38.8 844 540 558 33,8 044 47.7 862 Z QS N 06 In 09.1 742 91,5 663 74,2 412 77.2 662 636 742 67.2 641 55.7 742 69.0 631 49.6 742 64.1 622 44.6 742 411.8 614 37.1 742 43.6 600 314 742 39.0 690 27.0 742 37.6 584 mZ m0 i08In Me 586 83.9 530 62.1 566 536 521 44.7 568 46.6 513 39,1 US 414 506 34.8 586 31.3 498 31.3 586 342 492 26.1 689 29,0 461 22.3 586 26,0 472 19.6 586 24.7 466 m 0 0 !11 h 57.6 $55 56.8 503 48,0 555 49.6 495 <t.2 555 428 487 36.0 555 36.0 480 320 555 34.2 473 28.8 555 31.3 467 24.0 655 27.1 457 24.8 556 24.3 440 t&0 565 22.4 442 LU 1201. 46.8 p5 46.4 !33 38,0 476 39.0 926 326 475 33.7 420 28.5 475 294 414 26.5 475 26.6 409 226 475 24.5 404 18.0 $6 21.1 305 1&3 475 18.7 767 14.3 475 17.2 351 U x a O O iM14 26.4 330 26.7 305 22.0 330 22.4 301 18.8 330 1&3 287 16.6 330 77,0 283 TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: - f6 Anchor Ca acl Table(lbs) SuMimta: 2711 Concrete 3511 Cmo. Hoh-CMU FaWWCMU PTYAW Matai (DP_)X(WCHOR CAP.,,m,,,,,,�FANCHOR GAP.,,, F + uEi o'D�•� Ambar 5lie'EICd t/a'8e Eko 5116'Elco 114'63 Eko 910 SI9el 912 Sleel 812 Sled MULLION CAP.,,,,,„, Anchor Clip Raf7ema n`p° 3/tsEta WOacon v4'EkaUtOuaan Ulttacc, 3116'Ekoultmon 1M'EkoUemeon AggreGalor Uft*n AWeGator Strew(05)SetewiG5) &t-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo.Dimance(m): 1- 242" T 2-172' 3.118' i• 1 2-12' 1• 247r 2• 3.116• 2' OAT 0.54• 0.326' CAPACITY REQUIRED"CORRESPONDING TO AN Embedrnmt(mi; 11114• 1.3/4' 1414' tato• r Whr 14W 1-114' 1414 14/4' 1-114' 2' l4le 1.2+6• W668 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amham®4.76•Min.O.C.f Standard or Oftel CUP(Fig.1&2Y 390 IW 390 Ib. 46010. 680100 164410s 270103 280 ft 3541bs 740163 374 go 664 ibs 0461w Sat 1611 114210. seo lbs OPENING,WHEN I7)3 LOWER THAN THE MULLION d Nrthwa�225'Mtn.O.C.1Standard;wOf....C6P{Fp.311 7001 bs 700®. WIto 14101bs 852 the WA Seo lbs WA owlw WA 68010. WA 662145 685 mo 112om CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ancbas 1.15'Mfn.O.C./SlatMerd(ot Obeli Cep(Fig,4): 9601ns 1400lb. WA WA WA WA 760 lbs WA I WA WA WA WA 1363 im IIID rot 2240 m MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A fc Q37Mn.O.C,1(2)2x5Angle Clips I(Flg.5): 780 M3 760 Poo SW lbs 15M lbs 18961bs 54010. 560IWWA 78016s 746103 8801b4 1892103 ae2lbs W51bs 1120 roe CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors 4D W Min.O.C.t(2)2x5 Angk G 117 1ps/(Fig.6} 0Iba 1170 IM102010. 23401011 2844 His 610 M e4o 163 WA 1140Ibs 11221bs 1320 lbs 2&1810. ton las 732710. 1680 in ADDITIONAL ANCHOR OPTIONS FROM THE 4AMh-@0.45'Mat.O.C.I Ufilip,lnt..125'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14301b3 ANCHOR CAPACITY TABLE. 2Anchola@2.25•MN.0.Cl F43ip(Ftp.B): 350Ibs 350 On 2901bs 705 Ins 4761bs NIA 2801011 WA 31316. WA 640lbs WA 34110. 44210. 660911. PRODUCT REVISED 4 Anchors 01.15•Min,O.CI F-MP(Fig.9): 480 As 7001bs I WA WA WA WA 36010. WA WA WA WA WA 802 Ws 885105 112010. os complying with the Flotida NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - i.oaaBuild+ns Coda -{ 1.osz" f- `i " c0No }S f" Aaoepa16-O'LA"j E p4.1' t Dmo's� �?A21 - TABLE NOTES: By FIGURE 1- FIGURE 2: FIGURE 3: FIGURE 4-- FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miarri Dsda Product - • • ° ° • ° • ° • • ° • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�� p1y�{VYNN tUfLt 7j��� • • • • • • • 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"LR 4.000" � `•��� +' ' Nu.50706 SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ I, =- FIGURES FIGURE 6: FIGURE 7: - ..F'2..�^(::_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND I.0 ° ° • • GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BE % C( + • + • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -' {� ('TE 0 •��,"7. 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 445' T rt.OR101'' �Cj • • 8" .375' L.�••.......EL TO BE AT 26'THICK AND ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. NTO METALL SHA L EXTEND ATTLLEASTT 3 SCREW THREADSIBEYOND T E MAERIAL.#10&#12 1 1•X 4"X.375" r / r`'1'� ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T"-MULUON MULLION A.LS�NNIMILLEf ,P.E. FL P,E.#58705 TABLE 8A Mullion Capacity Table IbsW Opening Width(forverficelly-spsrNng mullions)or Opening Height(for hod rddy-spanning mullions) y�WWWt yG4' a Spin 601n 701n 00 In so in 1001. 1201n ib in 160 in I2 9 1,26"X Roeten0utor TrepRtlen9. Rectmgdv TreplTtlang. Rectangular Treprrdon0• Rectenguler TfaPRdeng• Rocl4.gular Trspnhang. Rectan9alar Treplldeng. Racfet g. TraprfdanB• RutenG'Aer T-P/Tdang. Red guler TMOTdenO• N Lowing Loading Lwdng Lowing Loading Loadn9 Loadng Loedn9 Loafing Loading Loafing Loafing Loafing LoadnB Loafing Loadin8 Loafing LoadN9ILD oY v 3.188"x LL .286"Alum F .. .. Tube Mull lla I 11i � b � 5W� � 8 � � a 1 � I IS o h 421n 170.01 620 170.0 435 170.0 741 170.0 178 170.0 888 170.0 308 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 161.6 1769 170.0 521 J 45 In 170.0 TDB 170.0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170,0 1417 170.0 800 164.8 1618 170.0 660 132.7 1518 170.0 680 116.1 1548 170.0 680 W 7 lY A (A 30.625 In 170.0 747 170.0 561 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 1185 170.0 723 170.0 1346 170.0 747 167.0 1488 170.0 758 739.2 1468 17D.0 766 119.3 1468 170.0 766 101.1 1468 170.0 768 LU O o O 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 658 122.3 1376 170.0 881 101.8 1378 170.0 061 91.7 1378 1704 BBI m (n CO CO 60In 170,0 885 170.0 701 170.0 1083' 170.0 797 156.9 1158 170.0 578 139.0 1156 167.4 We 123.6 1158 166.8 919 111.2 1158 150.0 812 923 1168 144.8 905 79.4 1156 144.8 905 895 1158 144.8 905 I=.. W t0 J 831. 17D.0 930 170.0 745 160.1 1031 170.0 650 137.2 1051 155.9 682 120.1 1051 1420 848 108.7 1051 132.3 637 96.1 1051 125.7 830 80.1 1051 118.5 822 68.6 1051 119,1 821 60.0 1051 119.1 621 W 601. 167.1 957 170.0 789 139.3 057 161.6 805 119.4 057 13{.0 700 104.4 957 121.6 777 92.8 057 112.8 767 83.6 957 108.6 769 69.8 057 100.0 760 59.7 957 08.9 748 622 057 88.9 748 Z J m 721. 126.7 801 1352 808 107.3 801 115,2 684 91.9 0p1 101.3 871 80.4 004 91.{ 680 71.5 801 84.1 850 64.{ 604 78.8 843 63.8 801 72.3 633 46,0 e01 69.0 618 40.2 801 69.8 875 7 J 761n 109.4 722 114.4 630 91.2 722 97.2 616 78.2 722 85.3 608 66A 722 76.7 598 60.6 722 70.3 508 64.7 722 85.6 580 45.0 722 59.6 570 39.1 722 66.7 665 34.2 722 50.2 681LO Z a 2 78 In 101.2 685 105.6 See 84.4 685 89.8 588 72.3 685 78.5 677 63.3 665 70.5 686 66.2 685 84,6 060 60.6 685 60.1 653 42.2 605 64.3 643 36.2 685 51.4 537 31.6 685 50.7 536 F C4 Q7 O 901. k54.31 65.0 457 b49 515 67.5 149 47.1 615 50.1 447 41.2 515 44.7 431 38.8 515 10.0 428 33.0 515 37.4 471 27.5 616 33.1 413 23.5 SIS 3114 407 20.600 515 29.1 404 )( Z N 961. 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.0 453 36.4 385 30.2 453 33,0 379 271 457 30.4 374 22.8 463 26.11 368 19A 453 24.3360 17.0 4W 729 358 �p Ida 1n 39.0 323 31.8 358 32.8 318 27.2 358 28A 313 23.e 356 252 308 212 358 72.7 304 19.1 368 2D.6 300 15.9 358 18.0283W1111. 35.6 We 21.3 336 30.1 301 25.1 338 28.1 297 22.0 338 23.2 293 19.6 338 20.9 289 17.6 338 18,1 265 Of X 1201. 20.3 28423.2 280 23.8 260 10.9 280 20,6 258 17.4 200 152 253 15.4 290 18.4 249 18.3 186 d .-- Z mO y,O TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA. lQ AnchorCa act Tablejibs) ANCHOR CAP.,,,",„, SU660a1C 2.7N Corctde 36hCmc. Hollow CMU FOWCMU PT Wood Mud (DP_)X( )=ANCHQR CAP.,," 5116•Elco 114'ss Eko yi6"EYd v4•SS Elco 810 611'9 al2sleel a12 Simi MULLION CAP.,,„„a. AnehorCllp Peltema Anchor Type3'16'Etco Unracm tla•E1c0unracon Ullracon 3'76"eco Liftman1/4•ExoUnlacon A99feGaW Ufracon AMMSSIX Sew(05)Screw(05) Scrm(135) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge aslance lin) 1• 2-112• 1• 2.112' 3178' 1' 1 2.12' 1' 2-V7 7 3116 21 0.48' 05C 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Fmlx dnml n 1a/4• 11a74• taM• 1-01411-114'1414' 7-v1• 1-Ila' 1-114' 1-114* z tare• I've' wales ACTUAL PRESSURE REQUIREMENT FOR THE 2A116116n@ 4.76"Mot O.C.I standard Of Oftel CUP F91) 300169 -390 Its 450 Ws 8901Ds 1644 Ds Z70los 28D W, 354 Ws 740169 374 IDs 664 tin 946IDs 34110s 442105 55D os OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amho3®1.15•Mlft O.C.I S1a103ro(or CMeI)Clip(Fig.Z) 480 W9 700 Wt NIA WA N/A NIA 380 M N/A wA WA WA PJA 682M 885 IDS 1 112110, CAPACITY(FROM THE TABLE)OF THE SELECTED 4A--.®Y MW.O.C.I(2)2(5 Angie cups I(Fig 3) 780 IDS 780 IM See IDs 1560 IDs 1890 Ws 51010.5 Seem N/A 76010¢ 748 IDS 80010, IB02 Its682IDs 6850120IDS 6 1MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors@0.45•MIn.O.C.I U.C4.Into.126"Alum.fFlO 4) N/A WA WA WA NIA, WA N!A WA WA WA WA NIA WA 1490106 CAPACITY WHICH MAY BE USED TO QUALIFY I Arcror/FC9P ft_S) 185 Es 19510, 225IDs 44589 672 We 135105 too Its 177IDs 370115 1B7ID9 332105 1730¢ 170 too 221 WS 260 pa ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancndn®1.16"Min O.CIFLa (Flu 6) 2f01bs 35026 WA WA NLA NIA 710 NIA fUA NIA IUA WA 3410)9 442116 56016¢ ANCHOR CAPACITY TABLE PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying with aw Plmi& Uuilding Code `6„OZIB•O� FIGUREI: FIGURE2: ce No IN i TABLE NOTES: F•-1,250°-•1 Ex ra11p alt Date • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B7 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mialni o hOducl Con 111111))7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '\�r('-%4x LYNN FIGURE 3: 3.188" `�� .•'�1CFNSE •.• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q. CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58765 •�� BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .285" _ .' ' IN PAIRS. /� J 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '-O; 0 Q' FIGURE 4: FIGURES: FIGURE6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL p- ' D 6 C.j BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE T �) L'0' / • 6063-TSAND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1,25'X3.188•X.265"MULLION ��? •FL O...... • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL (1-174'VF MULLION) S/ • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �NAk w" #10 8 02 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.L{'Nt5lK11 III�li,P.E. • FL P.E.#58705 TABLE 9A MUIIIOn C2P2aily Table(Ibe7fe) 0.n Opening Width(forvertleally-spannIrg mu6lons)Or Opening Hal ht(for horIzonialy-9paming mUpons) 50N 601, 7014 BO In 1 ea In 1 100 to 129 dt 1401n 160 In Reetsngrbr Trap.'7dang. ReetongvUt Trap'nt W Redong�ldr T PTMrg. Ra(aryulsr Tup'iMn0 ReetenpuW Tn d4 Rattan ler h4pTAen0. Raelen9ubr Tp/Idorp. Ractarpular Triplideng. PaWbnpsder Trep?ds8. + 4C,•p 1.25 x 3.215 N7 no. w Loading Laed .0 X,100 L-ft" Lowing Loadng L..dng LaadNg LoBdrg towing 1.006V Laed" Laadog Lc4Wg Lm0a Loodrg Lmdoo tgatlh0 Lo og L.& Alum.Tubo Flog, sg#{. _ _MUIIian 6 �� � ' 8 6 �� �" �' �� (7�n , 111 ' §21 11 11111, 1 1 , 11, 1. 1 , 11 1 1 1 1 1 1 z4 �m 42 in 170.01 620 1170.0 435 170,01 744 1 170A 1 478 170.0 888 170,0 500 170.0 962 1170.01 519 170.0 1116 170.01 621 163.3 Me 170.01 621 127.7 1118 170.01 621 109.51 1110 170.0 521 85.8 Me 110.0 521 I- W 48M 170.01 746 I ITO.D 624 574.0 650 170.0 584 167.8 are 170.0 616 148.7 978 170.4 061 130.4 078 170.0 877 177.3 578 170.0 680 97,8 878 570.0 680 81.8 978 170,0 889 73.3 918 1780 860 Ill 50.625 In 170.0 747 170.0 563 170.0 866 170.0 631 150.7 927 170.0 864 131.0 927 180.5 708 111.2 927 159.1 699 105.5 927 156.3 696 87.9 621 166.3 695 75.4 e27 156.] 805 65.0 927 16&3 885 b = 64 in 170.01 797 1170.0 812 1613 868 1 170.01 691 532.6 869 151.9 867 116,8 688 1 141.8 668 103.0 869 134.8 660 92.7 869 122.81 654 1 T7.3 869 12&8 652 T 68.2 SO 128.8 052 57.9 988 128.8 612 W n 0 60 h 143.2 748 163.8 51, I7&4 748 132.3 620 102.3 748 117.8 We 88.6 746 107.8 699 79.6 746 101.0 592 71.6 748 86,8 697 69.7 748 93.3 583 51.2 748 03,3 663 44.6 746 03.3 683 Lb C1 F" m 13 in 121.7 B77 132.0 679 103,1 677 11].2 566 88.4 877 11.1 665 77.3 677 91.4 446 1 68.1 077 06.2 639 61.8 077 81.0 534 51.8 877 77.0 520 44.2 677 78.7 529 30.7 817 7&7 629 (�- J OB N 147.8 617 114.1 639 88.7 817 97.8 619 78.9 647 88.3 608 87,3 617 78.3 600 59.6 617 72.6 494 53.8 617 68.7 489 44.8 877 64A 483 38A 617 ljt� 346 33.8 817 83.7 482 .� W pppC 72N 82.0 516 67,1 460 69.1 616 74.1 440 59.2 618 65.2 432 51.8 510 68.6 425 48,1 610 64.2 419 41A 518 50.7 414 34.5 658 46.8 408 20.0 516 26.9 618 45.0 405 Z �Z 78N 70.6 485 73.7 408 5&7 483 828 398 50.3 186 54.8 380 44,1 165 49.4 381 38.2 465 45.7 378 352 465 42.2 374 29.4 485 36.3 387 25.2 465 22.0 485 38.2 353 LLI 781n 65.2 441 8&0 387 54.3 441 $7.7 370 48.8 441 508 372 4Q8 441 45.4 368 36.2 M1 41.6 380 326 441 78.7 356 27.2 441 34,9 349 23.3 441 20.4 441 32.7 345 c`S Z 901, 42.4 332 43.8 295 35A 332 37.0 289 30.3 732 123 281 20.6 332 28.a 263 23.8 332 26.1 278 21.2 332 24.1 272 17.7 332 21,3 288 16,2 332 13.3 332 19.7 260 Q061. 35.0 281 35A 280 29.5 285 30.3 268 25.0 29128.4 262 2LB 287 23.6 2d8 1&x 285 21.3 244 17.5 2Bf 19.5 241 14.8 201 17.1 238 12,6 291 Z O Q BS N p f08N 24.0 230 26.1 206 20.5 230 21.1 205 17,6 230 1&1 201 15.4 230 10.2 IN 7- x 00 -7116-1 22.6 216 2J.1 197 18.8 218 19.{ 784 iS.2 218 1&8 t$t 14.1 2t8 14.9 188 (~JJ to m'i Zit 120 In 17.9 107 18.2 170 14,9 187 15.3 167 fJ) N rT A ri W m 12� X UIn N TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 Anchor Ca acllyTehlo Iba � � smatrate: 2.7k Concrete 3bk Cotes. Na6ott CMU Fisted CMU PT WaoO metal (DP_)X\ANCHOR CAP.,,,,,,,,�,.�_ANCHOR CAP.,,, �� Glia•Elm 114"SS Elco 5116'Elm 114'SS Elco 010 Steel 812 Steel 012 Steel `MULLION CAP„b,,,W, Anchor Typo: 3118'Elco UllmeOn 1!4'Eke Ultroeon 3118'El eO U)IMM 174•Elco UBmcon Anchor Clip Patterns t)gmaon AggreOntor Umonon A9pro0atar soT€w(GS)SgNW(Gs) sct4m{c5) USE TH)S FORMULA TO OBTAIN 7HE'ANCHOR Edge Distsnoo Ong 1" 2.7@' 1' 2-1/2" 3.7181 1• 2.112• 1' 2.17 2' 3-118• 2" 0.48" 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emeedment(lot lax` 1a4• 1-W ta/4' 2' 1-ffr 1-114- 1-574' 1.114• 1-1/4• 1414' 2• taa' lata• genes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ar4hM614.75"Min.O,C.I Slandard or FM Cup(F4.1): 300@6 390 It's 450 IM 890171644 Im NO-M MWA :U/A 740 Im 374lbs 6641bs 940Its 341 W4 4421bs 560Ibs OPENING,WH EN IT IS LOWER THAN THE MULLION 4 Anchors @ IAS'Min,O.C.i Standud(orO tsen alp(R2.2g 40010.4 700 g7. WA WA NTA WA N/A WA WA WA 682 @. 865105 11201" CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anch-03"Man,O.C./(2)2r6Anglegips/(N.3g 7666. 700 lbs 600 W. 15601bs 1981bs $40 lbs 700 Its 140163 See 61s 1892143 6821bs Sa51be 1120168 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMhouQu4•Mh,0.C./U-MP,kito.100•Akon.(Fla,4g WA WA WA WA WA WA NIA WA WA WA WA WA 950166 CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor r F-alp(FIg,5t 195@8 195 Ib. 2251bs 445Ibs 827les tis ro3 370 tba 187Iba 3YL @. d731tn 17010.4 221168 28010, ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancocn 1.15•MM.O.CIFain(Ftp-8): 240 m4 35010, WA WA WA WA NIA WA WA WA 3411bs M21bs 5601bs ANCHOR CAPACITY TABLE. PRODUCr REVISED LLS complying With the Florida FIGURE 1: FIGURE 2: Acceptagtue�lVo)o'o)8.0-5 TABLE NOTES: 1.250' 0 pimllon Dale, 11210,21 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ey ® ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Ila D9dcups,0dusl 111 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. FIGU ``� LYNN!, /Jrr RE 3: ,� 0`y .........11C Jri ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.280' `a��,•• • c•'•.En !, CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS E,s 1BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7: NO,58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = -•�� , ( FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL .100` �,•'/ja�tb jJl` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �"� . 5 A 1:('.F :• 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .- .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL •. <AR\U,,- { f ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.25'X 3.25"X.100" rr S7} "" ';\\.�-• #10&#12 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. ,J �h�)•' c "- MULLION rl A.LYM4,MILL2E�,P.E. FL P.E.#68706 TABLE 10A Mullion Capacity Table pbaNP) Opening Wdlli(for mBdicaV-spenning muliom)orOpening Height(for horirorlahspendeg mulions) 5o In 60 to To In 1 80 In 1 90 in Ica in 120 in 140 in 166id t26x3.26 A""11dm I T'Wnimg. Rad-VA" Napfi'jiii Ft. guter Tfsptrdang. Ra44argular Trapirdang. Redangtdar 7reptTingg. Reatmgater TminT,a.e, Redanyolar Trs rilAUng. R4dmgatar Tea0t7,.00 Rectaag-, TWrtlmg. � X.624 Loading Loading Loading LoadLoading Loading Loading Loading Loading Lee Loading Loading laadin8 Laadmg loading lo4din9 Loafing Loading P � Afum.Tuba .�' $ .' •§'.. . •a '.. §' •�',. •s '; .g .G � re .•: . .s .a '^ .a `^ d Mullion a e g � $ 1111 ss ..g $ gG dr s oG A s a4€ : era s�. g� Nisvuvviryvvvvvcav11UvvaDOf 6 % $ % a 3'� g $ % a e a e � c/)'e � � � A d x110 4# $� € �& f <a" �� 8a� i �a �a � �a �� En g 8r2 o421n 170.0 620 170.0 435 170.0 744 170.0170.0 968 170.0 606 110.0 992 170A 619 1700 1116 110.0 621 170.0 1240 170.0 621 1704 1488 INA 521 170,0 1735 170.0 521 170.0 1993 170.0 $21 ri 40 In 170.0 709 170.0 524 170.0 850 INA 664 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 580 170.0 1700 170.0 6841 169.7 1979 170.0 680 145.6 1979 170.0 680 - -1 LU 50325 In 170.0 747 1704 563 170.0 096 170.0 63t 1701 1046 170-0 684 170A SIBS 110A 723 170.0 1345 7709 747 170.0 14% 170.0 766 170A 1793 170.0 766 1525 1677 170.0 766 1335 1877 110.0 766 2 W` 64 in 17a.0 791 170.0 612 170.0 SSG 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 7434 170.0 831 170.0 1594 110.0 858 ISSA 1769 170.0 861 134.1 1759 110.0 Sgt 117.3 1769 170.0 851 Ul � d 601. tTa.0 68S 170.0 701 176.6 1063 ime 707 778.0 1240 170.0 878 170,0 1417 170.0 944 161.1 i51t 110.0 996 145.0 1511 110.0 1033 120.8 1511 770.0 1063 403.5 1611 110.0 1063 90.6 1611 170.0 1063 4A U) 63 in 170.0 930 170.0 746 170.0 1116 170.0 US 1704 1302 110.0 940 INS 1370 110.0 1015 139.2 1378 110.0 1076 125.3 1370 164.0 1042 104A 1370 165.9 1072 69.6 1370 155.3 7070 789 1370 165.3 1070af 66 In 17O.D 974 170.0 769 170.0 1169 170.0 903 155.6 1240 170.0 1002 1362 1240 168.6 1013 121.1 1248 147.1 1000 108.9 1269 INA 989 90.6 1240 136.0 978 71.8 1248 129.0 976 68.1 1218 129.0 976 Z U)i m a 72 in 1679 1049 1704 818 1399 1049 150.2 892 119.9 1049 432.1 813 106.9 1049 119.1 860 932 1049 1093 648 03.9 1049 102.7 838 695 1049 94.3 825 60.9• 1049 91.2 820 62A 1049 91.1 620 3 Thin 142.7 941 149.1 822 118.9 941 Me 805 101.9 941 111.2 791 69.2 941 100.0 777 19.3 941 91.7 766 71.4 941 66.6 757 59.5 941 77.6. 744 61.0 911 74.0 737 46.6 941 779 73fi 2 TB in 132.0 041 137.6 783 110.0 894 116.9 767 945 894 102.4 753 62.5 1104 91.9 740 73.3 894 84.1 730 66.0 891 70.3 721 65.0 894 70.7 707 47.1 894 67.0 707 47.3 894 66.7 658 Q V• 90 In S59 671 80.7 696 71.6 67t 74.9 585 SIA 671 65.3 575 53.7 611 602 $66 47.7 671 MM 658 430 671 409 557 36.8 671 43,1 639 303 Wt 307 531 26.9 611 37.9 626 _ z (gyp d b 981. 70.6 590 72.8 627 69.0 590 61.4 510 60.6 590 53.4 5D9 14.3 590 47.6 602 39.3 590 43.0 494 35.4 690 39,6 480 29.5 590 34.7 477 25.3 690 31.6 469 ?2t 590 29.5 461 Q X Z r lOB In ;9.7 456 60.8 421 41.4 466 426 414 37.6 46b 31.1 408 31.1 466 319 462 27.5 466 29.7 396 24,9 ;65 27.5 391 20.7 dab 2J.5 382 47.0 166 21.2 3TS t5.b 466 49.4 370 t~t} N oQ A- 11111. 45.0 441 46.7 400 302 441 39.3 393 32.7 441 34.1 307 20.6 441 30.2 3B2 269 441 272 376 22.9 441 249 JT2 19.Y 641 213 363 16.6 141 19.3 356 14.7 441 146 351 7j 1201. 367 770 36.9 344 30.2 778 ]1.0 339 25.9 370 26.0 734 22.7 37B 2J,7 329 20.1 370 21.7 326 19.7 378 19.5 321 15.1 37B 16.7 JU x 144 in 21.0 262 21.2 242 17.6 262 17.8 239 15.0 251 15.3 236 Q N Q Z O Q D gO T BLE 10B AnchorCapacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: So tY pOtY ANCHOR CAF.,,,,,,,,, ��'� StiM6tmte 27kConcrcda 35kCac. NoeowGMu Fmdcmu Frwood Moat (DR.)X )-ANCHORCAP._ 5116•Elco tld'S3 FJco Nf6•EXo i1d•SSEtco 6108tedN442 l 012 Steel MULLION MchorCtlPPattame Anchor type. at16•ElcoUdnecm u4'EICOLIA tOn u6taton 3'117 ElcoUOrxm vsEkounracon AggeLiNat• uuecm Aggrecatlr 6ere9r(C5} } scr4w(135) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edmuslarcoo 1• 2-Ur r 2-or 2-1111• 1• 2-vr r 2-vr r awe• 7 0.411• 0,32x• CAPACITY REQUIRED"CORRESPONDING TO AN Embeammt 4 1014" 1341 1.314' 10+4• r 1.114• i-114• 1414• 1-vs 1.1 * 1-114• r I-W vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anorors@,4.73'MIn O.C.r standee crOOsel COp(t7p 1) wows 300 Its albs WO me 1644 Les 270106 280106 abdlbs 740106 374109 664 Ms Bd68s sd1705 5602s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andtrts @ 1.15•Min O.Q t Standard(orCWel)Gip(fig 2F 663 Los 700165 NIA WA NTA NIA 380 Its NIA WA NIA WA WA 482 Abs 112D Be CAPACITY(FROM THE TABLE)OF THE SELECTED 4AIXIOM. 7MIn.O.C.Ipry2t5AtgleCOp9! 413) 780106 7�0Be 690 lbs 1560 IDS IWS10S 540 ms BED Be NIA 760tbs 748 lbs 880IM 18921bs 682lbs 112011A MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Atrnms00.5d'MIn.G.C.t U•Ctip,1410.107 Aatm.(Fdg 4) 171.0 WA NIA WA NLA NtA WA NIA LSA NIA WA WA NIA 060 es CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amnorl FCMp flit.fi7 196103 105�� 2251bs 445 Wa 822106 736lbs 14010 1771b3 370106 107 to s 8421M 470104 170109 2Bo Its ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ance- tw Mtn.4041 FAOY o6) 240 me a500s NIA WA NLA NIA 190 a5 N/A WA NIA WA WR 5411bs 1 660165 ANCHOR CAPACITY TABLE. PROroucir nvISED is complying with tho Placing Building Coen 16•b218,4'S FIGURE 1: FIGURE 2: AcOaptm iJa �• TABLE NOTES: t210" Ex I ion Date • • ` 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'Dade Pr1 1 1 Bit 114111111! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE \�� ,t�n•(-it N hff1��sir ANGLE 3)MULLION AND MULLION CLOPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. :.••>>c CLIP MUST SHEETS 21-23.HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58/05 -_ INPAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AOI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL // FIGURE 4: FIGURE 5: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE4' •�) ?TE r6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND �' C'•..!"(UR.046-THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125' 1U •'' ('��•� AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATEAST 3 SCREW THREADS BIEYOND THE MATERIAL. 1.25•X 326'X.624* #1D&#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. MULLION • A.LYNN1IviILL�R FL ,P.E.#58705 P.E. TABLE 11A M010n Capacity Table Viiii4l) Opening Wdth(fervadicalyspetWng intAlono)or Opening Haight(for hodzorie2ytspenring mUgots) �.. so 119 60 in 7019 1 SO in 90 in 1001. 1 120 in Main 160 in 46' Raclargolar Tiallmiarlg. Rardaogular Trep77dartg. Roil god ar Ttap 7ileng. RW oli4lx Ttpp77dang- Recce gata4 Traplydanp. Ramngular T4p77danp. Rac"Iar T,*pTdanp. Rodangddt 'ft4pTdanp. Rectangular T4ep4dtna. q 1.26 2'5.624 4 Loodm0 Loading Looting Loading Leading Loadmp Loafing Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading SY od v a4 U U U1.6 MullionT11"alf"111"i E " a : s towdi.nv- tgc �ca € d1dg aaZ�� U a n2� Za 421n F-- 110.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170,0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1460 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 621 O W 40 to 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 3417 170.0 660 170.0 1700 170,01 680 1 11o.0 1983 t10.0 680 170.0 22b7 170.0 880 50.6261. 110.0 747 110.0 560 170.0 698 170.0 631 170.0 1046 170.0 684 170A 105 170.0 723 170.0 1345 1700 147 INA 1494 1700 756 1701 1793 170.0 1 756 1170.40 2092 170.0 766 170-0 2391 170.01 756 ,•,� LL"� � 641, 170.0 797 INA 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 003 170.0 1434 170.0 037 170.0 16U 170,0 855 170A 1913 170,01 661 1 1140 2231 170.0 861 160.21 2403 170A 661 LU O 0 Do 6o in 170.0 SOS 1104 701 170.0 1063 170.0 197 IhLO 1240 170.0 878 170.0 All 1704 944 1740 1594 110.0 996 170.0 1771 170.0 1033 170.0 2126 170.01 1063 1 148.3 2163 1740 1063 129.8 2153 170.0 1063 F U 00 J Win 170.0 931) 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1400 170.1) 1015 00,0 1613 170.0 1076 170.0 1059 170,0 1122 156.9 2060 1700 1169 INS 2060 170.0 1111 W.7 2060 110.0 1171 � d 0 661n 170.0 974 170.0 US 170.0 1169 170.0 903 1704 1364 1704 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1165 170.0 1948 110.0 1210 1430 1966 170.0 1216 1226 1965 170.0 1286 101.2 1966 INA 1286 3) U)z' m 1 721. 110.0 1063 170.0 678 170-0 1273 170-0 100.9 170.0 1408 170.0 1126 7140 1700 1704 1228 154.1 1134 170.0 1315 136.7 1734 169.0 1386 116.6 1731 155.9 1364 99.1 1134 ISOA 1352 86.7 1734 1302 1312 g 76 in 170.0 1122 170.0 931 170.0 1346 170.0 1060 168.5 1556 170,0 1209 MIA 1666 1662 1285 131.1 1556 ISIS 1266 117.9 1556 141.3 1251 98J 1556 128,3 1229 1742 1556 122.3 1219 73.7 1556 121.2 1216 � a e Z 70 to 110.D 1151 00.0 967 170.0 1381 170.0 1116 165.9 1471 169.3 1246 136A 1471 152-01 1224 1121.2.1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1164 4 901. UZI) 1110 146,5 986 118.1 1110 123.9 960 101,6 1110 10M 951 88.81110 96.3 936 78.9 1110 97.5 922 71.0 IIID 80.7 810 592 1110 71.3 891 60.7 1110 65.6 076 44A 1110 62.7 870eR ,c( N 0 961. 117.0 976 t203 872 97.6 975 IDIS 856 60.6 975 803 842 732 916 70.5 029 65.0 975 71.2 817 68.5 975 65.4 807 48.8 976 57A 189 414 975 623 776 366 x Z 975 49.7 767 � o0 F 168 in 822 771 544 696 68.5 R1 70.7 685 38.7 771 61.3 674 61A 111 64.3 664 43.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 602 29.4 771 35.0 621 25.7 771 32A 612 tJ R $�; Oi Min 75.7 130 77.3 661 63.1 730 65.0 650 64.1 730 56.3 640 17.3 730 19.9 631 421 770 45.0 6Yt 37.9 730 df.t 614 3I.S 730 35.6 6tlD 27.0 730 31.9 589 23.7 730 29S 601 1vj�h 120 to 69.9 621 6tA SW 49.9 624 Sit 560 420 624 14.J 532 ]7.3 624 39.2 644 33.3 624 31.3 537 30.0 b24 32.2 601 25.0 524 27,7 319 21.4 624 24.6 509 f8.7 624 22.6 461 d' x 52 144 in 34.7 433 35.1 440 28.9 433 29A 395 24.8 433 254 394 211 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 V C4 Q F Q 7 O TABLE IIB pnchorCepedtyTehle(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA". S`- E Q ANCHOR CAPa� 30 ir4te 2.7k CorcMe 3,5k cmc. Hdiow amu mumcmu PTwad Mdd (DP,)X� )=ANCHOR CAP.- 6'16•Elco 114'SS Etc 916•Eke 114'SS Elco #10Sled 812SIoN 912 Steel MULLION CAAncP.,",,,,,, AnchorCtlp PAR61TIs � 3'1G Elco u0r4cm 14•Ekountecen unraCm 9'16'E1co Urtracm 14•Ekou1t18cm AggeGdar LIAWO4 A99-GoIx Stw(OS)SCle'a(G5) Sttea(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ec5ge Distance Ona I2-112' 1• I 2412' ave^ V 2-V2' V 2.12' x ave- 2' OAW 064• 0.3244 CAPACITY REQUIRED'CORRESPONDING TO AN Emte<snml QnX 134' 1-Tr 13+4• 1 144• 21 1.14• 1-1141 1414• Whr 1.14' 14147 0 1-" lana• males ACTUAL PRESSURE REQUIREMENT FOR THE 2Arahm 0476'Mln O.C.I Stood=LY Met Cop flo- 390@s 39328 4501bs I 89D Its 1614100 Votes 2801os 35481& 7d01b5 37403 66410s 046 ke 341101, 442106 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION d Ancloom Q 1.15'MBi O.C.i Slaxtaid(,XC0aA)CV ft.2a 48D lbs 700 01, NIA WA NAA NIA 380 b1, WA NIA NIA WA WA 68204s Sas too 1120 Os CAPACITY(FROM THE TABLE)OF THE SELECTED - 4Ambom@T Mi.O.C.IM216AreleCOPS l(FI9.31 78D to 780106 6sns 15001ib 1680105 WOOS 6m los NIA molts 740lbs eeolns 1802 IM 69205 885 Ills 1120106 MULLION.IT WI LL YI ELD A Mi N IMUM AN CHOR 4Arkta @ 0.54"Mtn.O.C,7u4;0p,1nto.100'Akm ffJg 4a NIA WA WA WA NIA N& MIA NIA WA WA WA WA NIA WA 1267108 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMnX1 F4xp(905) 19505 195100 22503 44506 822166 13505 140106 17705 370lbs 1870s 33206 1 473lba 170 WS 221 M6 2110106 ADDITIONAL ANCHOR OPTIONS FROM THE 2AWol9®1.15'MIR O.ClF4:Sp RI 24005 350146 NIA WA I NIA I NIA 180176 NIA WA WA WA WA 341 led. 1 442103 66-D Ila I ANCHOR CAPACITY TABLE. PRODUCT REVISBD .complying with Lha Flarida 1.250' Building Coda S(p.17, d$.o FIGURE I: _ FIGURE2: AcceM?ilooNo � TABLE NOTES: Bxpi7el on Dale /HA2) • + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miu Dndo Prad0C1 /14111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��ra d� f.YN111 r- FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' a��.•'•,cENSE ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �} ® CUP SED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- �l l No.58705 �• /"- IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND B GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL -�) �� (l),- FIGURE 4: FIGURE 5: FIGURE 6: '!�1 'dfAILOF BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF-100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624' :-,C fi'•, ` � .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND 436.ALL �•;�iS' C\�\` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA!„ « #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN'MILLER',P.E. MULLION FL P.E-#58101 TABLEI2A Mulllon CapacIty Table lbsMe ® r`, Opening Width(for arOcally-spanning muilons)orOpening Height(for hoti2AttlelysperWng mullions) 60 In 601n 7o in so in Rol. too to 120 in 1401n 160 In �LC� ¢ Rectangular hapRdare. Ractargt4ar Tiaprrong. Reclenguiar I,. mg. Reclanad. Treprtdeng. Rotangaar Traprtdang. Re018NW Tre{Yrdeng. Rectangular TrepMeng. Reelanguler TreprTdong. R"Unguler Treplrfl-g. �� d 2 X d X 2b Leading Leading Leading Leading 1194 p [nad g 1-0041719 toadny U adaW Leading Caad g Caa6 ng Load g toad re Loadn9 Lwdng 1.14.0 tmdng 4 Alum.Tuba _ 2 a P a' a �s �d sY Mullion a s g g g s g g a� 8 e s$ d G9 � a 3 t3 d d c9 d b S tY aIS � d 6 3 6 t9 8 B 42 In 170.01 820 I 170.0 435 170.01 744 1170.0 478 170.0 868 170.0 508 170.0 992 170,0 610 170.0 1116 170,0 521 170.01 1240 170.0 521 170.0 1400 170,0 521 170,0 1735 170.0 521 170.0 1983 170.0 524 z 48 to llru Toe 770.0 524 170.0 510 170,0 581 170.0 982 170.0 630 170.0 1133 570.0 661 170,0 1276 170.0 677 1MO 1417 170.0 680 1700. 1700 170.0 680 170,0 1983 170,0 880 170.0 2267 170.0 880 50.625 In 170.0 747 170.0 683 170.0 a9S 170.0 631 170.0 1018 170.0 664 170.01 103 1 170.01 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 IT93 170.0 768 170,0 2092 170.0 758 170,0 2391 170.0 758 7 o 5d h 170.0 797 170.0 812 170.0 958 17p,0 691 170.0 1718 170.0 Tse 1700. 1275 170.0 80.7 170.0 1434 170.0 937 1700. 1894 170.0 fi56 170.0 1913 170.0 881 170,6 2231 170.0 861 170.0 2650 170.0 881 0 o 60In 170.0 865 170.0 lot 170.0 1063 170,0 797 iISU 1240 170.0 878 170.0 1417 170.0 944 1704 1684 t70.o 886 178,0 1771 170.0 1033 t70.o 2125 170.0 1063 170.0 2479 170.1 1063 160.8 2580 170.0 1083 m � Q m 831. 170.0 930 170.0 745 170.0 IHS 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1016 170.0 1073 170.0 1078 170,0 1859 170,0 1122 170.0 2231 170.0 1169 160.7 2553 170,0 1171 145.9 2653 170.0 1171 F- 60 In 170,0 974 170,0 789 170.0 1169 170,0 00 170.0 13M 170.0 1002 170.0 1669 170,0 1886 Poe 1753 170,0 f155 170.0 ISO t7O.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 12M 132.9 2437 170,0 1288 2 721n 170.0 1063 170.0 878 170.0 1276 V0.0 IBM 170.0 1488 170.0 1126 1704 1700 t7O.0 1228 170.0 1913 170.9 1315 t70.0 2125 1780 1367 145.8 2184 170.0 14M 124.8 2184 570.0 1529 109.2 2184 170.0 1530 (C?. T� 761. 170.0 1122 170,0 037 170.0 1348 170,0 1080 170.0 1670 170.0 1208 170.0 1784 170.0 1322 165.1 Igo 170.0 421 148.8 1960 170.0 1505 123.6 190 161.6 1548 106.1 1960 154.0 1635 92.9 IBM 152.7 1631 2 W- 78 -e 781. 170.0 iffiT 170,0 897 i7o,O 1381 770,0 CL 1116 170.0 16ti 170.0 1250 MA 1842 570,0 1368 162.7 1861 170.0 474 537.4 1881 16'31 1500 114.6 1881 147.3 1473 08.2 1881 t3S,S 1459 854 Teal 13L6 1454 Q 0 � r I'll 170.0 1328 170,0 1141 149.5 1398 158.0 1219 127.6 1396 136.0 1188 111.8 1399 121.3 1179 99.4 1396 110.2 1162 89.5 1398 101.8 1147 74,5 1398 a94 1122 034 1348 e27 1105 SS.9 1398 78.9 Tose l- J Q 9th 1470. 1228 151.5 1080 122.9 1228 1127.8z1079 1083 12N 111.2 1061 0.2. 12229 98.9 1044 81.9 1229 89.6 1020 73.7 1229 82.4 1016 61.4 1220 72,2 903 623 t229 65.0 077 46.1 1220 62.1 067 Z 0 10S to f03b 871 505,6 BTT 88.3 971 88.0 662 74.0 971 77.2 048 64.7 971 88.4 837 67.6 071 at's 626 51.8 971 585 6Sb 43.1 S71 40.0 780 374 971 44.0 702 324 alt 40.6 775 N oa r IU In BSA 819 07.3 832 78.6 918 81.9 818 88.4 918 70.0 606 59. 019 629 704 53.0 910 56.7 714 47.7 919 61.8 774 39.7 919 MA 760 361 918 402 742 20.8 Big 37.1 732 W 1201n 76.5 786 76.6 718 82.8 761 01.5 73.9 788 55.a 695 47.2 786 49,4 688 41.0 lag M.1 677 57.7 768 40.6 088 31.6 788 34.9 8S3 27,0 780 31.0 841 214 756 280. 031 a x rl) 1441. 43,7 540 44,2 504 384 Sig 37.0 408 37.2 646 31.0 491 27.3 648 2.2 485 21,3 840 25.3 479 21.6 546 22.9 474 182 1 516 t9.b 484 75.8 546 17.2 456 13.7 648 16.6 448 K Q N TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: O• Z m� U) AneharCa ecl Table 169 _� Q'rQ ANCHOR CAP.,°,,,,,,, €IY m� SuDllrate 27X Concrete 36X Cmc. NWON a4u FOedGMU PTworo Mtlai (DfeO)X ANCHOR CAP.,,, NIC EIGo 1M'8S Ek NIC Eko 114•SS BID MO Sted 112 Steet RM12 Sleet MULLION CAP.,,e,,,,,)_ H AnchorCgp Pattema ` 7YPa 0116•Elco untam 114•Ekaunmcan unracon a1s•Elco unmGm vd•Ekourtraton AVeGalor unracen Aggrecialor Screx(G5)scree(OS) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pstarce on) 1• 2-11r 1• 2.112' 3118' 1• 2.1/2 r 2.111Z 2• 3•1la• T 0.48• ase 0,32r CAPACITY REQUIRED"CORRESPONDING TO AN anueoerl n Salo' b3'4• taro• taxa• Y 1•v4• 1.1Iq• 1•v4' 1•v4• vvb• told• Y 1.Y8• tale• lanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 447,7Min.O.C,t Slalom orOO;ei Clip (Ftg 162) 396 m1 390 We 1 450 Ws 890 M9 1644 Ws 270Ws 28089 354165 7465✓s 37410,4 664 es 946 ice 341909 44285 54098 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 MOM 02.68•MIn O.C.I Standard(or Ciotti)Cup fFig 3' 740 Nos 740100 1 630 to, 1465 Wa 1424011 NIA 60 me NIA 0951os WA 80 Its WA 632 Be 055 Ws IM Be CAPACITY(FROM THE TABLE)OF THE SELECTED 5 Men=Q IM'M41 O.0 I Stedull(Of Oi6el)CNp(944Y 885 Ws OYli 7588n 19411 its NIA NIA 706 los NIA T991t8 WA WA WA 10221bs 1327 105 ism its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4arcM1s g C MI8 O.c./(2)216 AtOle Cups!1F18 5j 70 @s 7 0a Bo lbs 150 tls 1808 Wf CNOW3 560 Me NIA 760lbs 748 ms aBO its 16920A 682lbs 865 Ws 11201ba CAPACITY WHICH MAY BE USED TO QUALIFY 6Amnasf43•MIn.O.C.1(7)216ATQLC6pstglg6)' Wallis 1170118 10201)5 2340 We 2844 lbs 81 840 Aa N/A 1140 Ws 1122&9 13W Its 2M Re 1022119 5321 Be 168X% ADDITIONAL ANCHOR OPTIONS FROM THE Untrprs®1.34'MIB O.C./UClp,4410.125'Num.pig 77 NIA IVA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6Arclorsa0.6d'Mm.OA.lUCBp,1.10.128 AaaW(Fg Bj NTA WA NIA t'A NTA NIA WA NtA WA 1410. WA WA NIA WA 2t We PRODUCT REVISED Unction;0 268'MIR O.CJ F-CXp(F19 Bp 370 m1 SM Its 315 los 7d31IS 712 Re N!A 20 W6 NIA 348Ila NIA 440 I[a IUA 341169 442 Me So Its as complying with dw Fibridll 3Arc1XXa@I.7YM8r.O.CtF{7p( .tOF 443 Ws 625@9 379+As 07309 NLA NTA 353ts WA 399116 NIA WA WA 51IMS 66469 910 Wa Building Code �(a�02{f3.D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceptance No 9J CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. .Expired Dain�C14 I FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2000' By �d, • • • • • • • TABLE NOTES: . Mimn Dae Product Cao 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ``�\`� (........... •:••!••!!?j�! GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.3)MULLIONAND {� \ • • • • ,250• 4.000° 'I�r No.58705 N CLIPS SHOWN ARE NOT TO FOR CT SHEETS21-23.HOLES TO ILLED IN • • • • � LOCATIONS.THE FILD FOLLOWING ODIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ,O.•GL ••&' �Ce ilT}M1. (! (T• FIGURE 7: FIGURES: FIGURE 0: FIGURE S0: 4(1 ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ;,(� n1 E OI• '•`=,\,' (FIGURES S E (CMU)SHALL CONFORM TO ASTM 8.90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG-T 0.55. ••...., • .• • MUST BE USED ALUMINUM SHALL BE6063-75 AND BEA MINIMUM OF.125'7HSCH.STEEL STUDS TO BEA MINIMUM GRADE 33 0.440.045'THICK(18 Y X a•X.20 MULLION sc ��i•rG`�,'� IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE A7 LEAST.125'THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND A7 LEAST 3 SCREWIll 7II I 1 1 i\11 • •• THREADS BEYOND THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P,E,#58705 TABLE13A Mulllan0s as Tablo Iba/fts ® R OpaningWidth(fortertica*spard mulilons)orOpening Ha(ght(for holi7nnlatpsperrirgrni ions) 50 In 601n 701n 80In 001n 100 In 120 in 14 in 100 In Rec4(ing r Trspll'denp. Reeanng" TmspaMTm'g RLo ng Tiwdenp. Rogergldar Treprilleng. Reoseling r TtI..,g. Reel der TtopRdprg. Reclen0rlar TreplTdenA. Reclenguler Tv eco Roclengufw 7FepRdong. 0 2X8x.26 tnadtlp Loafing Lan.O Cosdng Loafing LOadnD L"'Uil Leed.g Loafing ioadlno Loafing t.aading Loafing Lasd- Loafing Loafing LOad.g Loader y Alum.Tubo ?' .. x p x ... `v' 'u.. Aa c p '' x x .. x .,. 2' x x r x .. a Y cwi MerIl)on au ° a a-- m o e LL $ 8� `e a� � 3 3� tY 3 r7 cT� 3E 3" d 3$ e e $ � fi� d"a a CO U) 42 N 170.01 620 170.0 133 170,0 744 170,01 478 1170.0 088 170.0 506 170-01 992 170,0 510 170,0 1118 170.0 521 170.0 1240 170.01 521 170.0 1488 170.0 521 170,0 1735 170,0 521 170.0 1003 170.0 521 0 46 J- 170.0 708 179.0 524 170,0 850 170.0 584 170.0 992 114.0 634 779.9 1133 179.0 881 710.4 1213 770.0 877 178.0 1417 170.0 880 170.0 1700 170.0 660 170.0 1991 1780 881) 570.0 2287 170.0 880 !U S 50,6251n 179.0 747 170.9 603 170.0 809 170.0 631 170.0 1048 770.0 804 770.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1783 179.0 758 170.0 21182 170.0 756 170.0 2301 170.0 758 �" W 54N 170.0 787 170.0 672 170,0 BS8 170.0 607 170.0 1118 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 {504 170.0 656 170.0 1913 170.0 B61 170.0 2231 170,0 051 170.0 2550 170.0 681 Lt1 O Q 60 In 170.0 585 170.0 701 1744 1083 170.0 707 170.0 1240 170.0 676 170.0 1417 170.0 944 170,0 1584 170.0 See 170.0 1771 170.0 1033 170.0 2125 170.0 1003 170,0 2478 170.0 1083 174.0 2833 170.0 1003 4'') ryy 81N 170.0 930 170,0 745 170.0 1118 170,0 850 170.0 1302 170.0 640 170.0 1468 170.0 INS 170,0 1673 770.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1109 170.0 2803 170.0 1171 170.0 2875 170,0 1171 J 88 N 170.0 974 170.0 780 170,0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1288 �. 72 In 170.0 1063 170,0 878 170.0 1275 170.0 1003 170.0 1488 170.0 1126 170.0 1700 170.0 1228 1704 1913 170.0 1315 570.0 2125 578.0 1387 170.0 2550 770.0 1488 179.0 2875 1104 1529 770.0 3490 170.0 1530 �ygT c 761n 170.0 1122 170.0 037 170.0 1346 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 1700 2019 170.0 }421 170.0 2243 170.0 1505 170.0 2802 170.0 1828 170.0 3140 170.0 1004 170.0 3589 170,0 17051 = Q u .o60Z 1 78 In 770.0 1151 110.0 067 170,0 1361 170,0 1718 170.0 1811 170.0 1250 1704 1842 170.0 1388 770.0 2072 170.0 1474 170.0 2302 1104 7581 1704 2783 179.0 7700 170.0 3223 170.0 1777 770,0 3883 170.0 7100 Q U7 So In 170.0 1328 770.0 1}44 570.0 1584 170.0 1328 1780 1859 110.0 1408 170.4 2125 179.9 1853 770.0 2381 170.0 1783 17o 2656 110.0 1918 t70.0 3188 170,0 2125 7564 3473 170.0 2273 136.5 3413 1704 2381 Q N O 081. 770.0 1417 170.0 1232 1704 1700 170.0 1434 170.0 1803 170.0 1622 170.0 2267 170.0 1704 1780 2550 170.0 1852 170.0 2631 170.0 2005 16(1,0 3188 170.0 2336 137,1 3589 186.6 2;70 120.0 3108 758.1 2428 - aO p 108 In 170.0 1584 170.0 1409 t70.0 7013 170.0 184] 170.0 2231 1104 1870 170.0 2550 170.0 2078 164.6 2781 fl0.0 2271 148.3 2781 161.9 2333 123.8 2761 140.; 2281 105,0 2781 723.8 2734 02.7 2781 718.9 2100 N o 111 In 170.0 1638 170.0 1454 170.0 1988 110.4 1700 170.0 2283 170.4 1932 170,0 2621 170.0 2149 151.8 2x32 162.3 2245 738.0 2832 146.4 2218 113.8 2632 126.4 2186 974 2832 115.1 2126 85.4 2832 t06.3 2006 W X 1291n 170.0 1771 170.0 1588 170,p 2126 1]0.0 1659 754.4 2252 1598 1081 135.7 2252 141.4 180; 120,1 2252 127.2 1838 108.1 2252 116.1 1915 90.1 2252 89.8 1872 71.2 2252 88.8 1838 07.6 2252 81.4 1808 cO } rn 7 > 144 in 125,1 1564 126.6 1445 104.3 1504 108.1 1425 88d 7307 873 1407 78.2 7567 80.7 I. 88.5 1584 72.3 1 1373 62,8 1567 85.7 1358 521 7584 58.0 1 1330 47,7 1564 49.2 1305 39.1 7367 44.4 1283 Q 04Q > TABLE 130 Anchor Ca acl Teble ba ANCHOR CAPACITY ADJUSTMENT FORMULA: /ANCHOR CAP,,,,,,,,,, Sabstreta 2.7k Carreto 3.5k Cal0, t(olimrGMU FOiaa CMU PT Wood Metal (DR-)}(` )=ANCHOR CAP.,,, 5116°EloO 1!4'SS Eko S/1B"Eko 714'8S Ek. 010 Steel 012 Slael 012 Sled \MULLION CAP,,,,,,,,,, Anchor Clip Patterns Anchor type' 3/78^Elco ullracan 1/4'Eko Uluaadl t00acen 3116'Ell Uluacan 1M'Elco U11l e. A ppeGatar Ultmo. AW.Galw screw{05)Scrnw{05) screw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Edes UAW"(in). 1• &11• Y 2-1/C 3.116• P 2-Err r 2.11• r 3-118' r o.ae• 0.54' 0,3m• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Nle I.0/4' 1.314• ia/4• 1.314• r Fara^ t•va^ 1-114• 1.1/4• 1.114• 1-714• r lata• tare• vane. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancnwg®4.75°MIA.O.C.tSWM&d er O%ei CUp(Fig,1628 390IN 3901N 450 IN 6901N 16441N 270 Ns 2801N 354 IN 7401N 374Iba 6641N 9481N 341 IN 442[be 560 the OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AneAars U 4.88^Min.O.C./Stdlkterd(w Omep COp(Fq.3): 780 IN 780 IN 000 IN 17801.8. 323211ce 540 Ns 5W IN 708 IN 14801N 7461N 12721N IM In. 682 ft 6851N 11201N CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Arho.01.71'Min.O,C,I Stendsrd(or OBsel)CUP(Fill,41: t1S91be 1400 IN t010[be 2595 IN WA WA 0401be WA 1065 IN WA WA WA 1363 IN 1770 IN 2240 IN; MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchofe 03"MIA.O.C.r(2)2)15 Angle COW l(Fig.5): 7801. 789 be 6601. 15801N 1896 ft 5401N 5601. WA 7601. 7481. 8801N 18921N 692 Ins 045 IN 11201N CAPACITY WHICH MAY BE USED TO QUALIFY B Anctwxs 14 3'Mi.O.0!(2)2 5An91a Cups t{Fq.Bp 15801. 15801. 1360[be 3120 tN 3792 mo 10801be 1120 Oe. WA 1520 iN 1496 ms 1760 tba 3784 IN 13631. 7770IN 224016. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchm0I.VMi.O.C.I(2)2k5 Awl.Clips l(Fip.7): 18801bs 21001. 14401N 37801N WA WA 13201N WA IWOlbe WA Wq I WA 2045 IN 28M IN 3380 IN IANCHOR CAPACITY TABLE. PRODUCT REVISED 4Arahas@1.34•MN.O.C./U-UlA,Nt.,125•Aton.(F)g,8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14361. 6 Arlan®0.64'Min.O.C./U alp,NI0.125"Alum.(Fig.9).1 WA WA WA WA WA I WA WA I WA WA WA WA WA WA NIA 2867 IN ae comptyina with ft FtMJL% 2A0chws a 4.60"Min O.CJ F-Cfp 1FW-10), 3902. 390 W 450 IN 8901. 1816 Me 270 IN 2801. 35{0!s 7408rs 374 tN 6381. 948 Ora 34}Ws 4421. 5BO Ib5 I--2.000•--1 Building Code Ac00p1ar400 2.b iG-OZSS.G 4 Anchors 1.71•MN.O.CJ FCOP ffb.t1): 590 N4 700 IN 5051N 12981.89 WA WA 4701. WA 831 In. WA WA WA 6621. 685 IN 71201. .250" B hats Date /lpZ� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE I: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES:FtGURE 10: FIGURE 11: Mian' rroducY • • • • • ♦ • • F* 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111 i I t)711 • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. t ,•'y1CkNSG '? 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 SHOWN ON 1,1f1._ FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -S-•, 51ATL-OF lU (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL.BE PRESSURE-TREATED 'IO • • • • • • • • 5-7) YELLOW MUST BE SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.125' THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO !Uv(t?(��� • • + • • • ♦ • USED IN ( PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW rl 4 tv THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 2 MUll10N5• A.LYNNWILLVR,P.E. FL RE.#58705 TABLE 14A Mullion Capactty Table ibs#B2 3 Opening Wldlh(for osrtically-sparrip MUllons)orOpening Height(for hodzontaV-sparxingmullions) '3 601. 6010 70 in 80 In 90 in 70D In 120 in 1401n 160 in o Rectangular Trapreimp. RaolanaWar Tmpffdarg, Ractareuju Twadam. Ractargular TmdTdang. Rmtolgalat TroprEd-na. RaclaraWar TraWrIarg. Realmgulaz irapTdarg. ReclenpWor TmpT0olg. Roctergular Trap?dan0. 40 1.26'x 2.11" Loadin0 Loa&re Loaft Load m Load@g LDadltg Loadkg Lowft Load&g 1.0.0% Loadtrg Laad)nD LoadI g Loadtre Loadt.y Loadt.p Loadkg t.oadI g X.126"AiuIn a LL Tube Mull �G a � m 421n 144.21 528 167.01 426 1 12021 626 14&0 419 103.0 526 138.8 414 90.7 626 134.61 411 60.1 626 134Y 411721 528 1341 411 80.1 628 1134.11 411 51.5 526 1134.11 411 4&1 626 04.1 411 d 46m 96,6 403 10&0 333 815 403 947 325 69.0 403 WA 32D 604 403 87.4 317 53.7 403 78.1 316 4L3 403 78.6 314 403 403 78.8 314 34.6 403 78.8 314 3&2 403 78.6 314 --7LLJ 50.0251. 82.3 362 91.0 301 Me 302 78.3 294 See 362 Tie 289 61.5 M. 67.2 2aS 45.7 382 64.6 284 41.2 362 63.6 2B3 34.3 362 63.6 283 29.4 362 83.6 203 25.7 382 63,6 283 x a'= U) Gam 07.8 318 74.1 267 6&6 31B 84.2 201 4&5 310 67.7 268 424 31B b35 263 37.7 318 60.8 250 33,@ 318 qe.6 249 20.3 310 49.1 24t1 ?q,2 310 4&1 24B 27.2 31B 4B.1 240 W O a .In 49.6 258 53,1 219 41.2 258 45.7 214 3&3 268 40.7 210 30.9 256 37.2 207 27.6 258 34,9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 322 201 16.5 258 32.2 201 8310 427 234 4L0 270 358 234 39.1 185 30.6 234 34,7 782 28.7 2M 31.8 .169 23.7 234 29,4 186 21.4 234 2&0 184 17.8 234 ze.6 183 15,3 23q 2&5 Y83 Y3.4 234 20.5 183 W J 68m 37.2 2t3 39.4 tea 31.0 213 33.7 178 26.5 213 28.8 778 212 2!3 27A i73 20,8 213 25,1 170 18.8 213 237 169 t56 273 22.2 187 13.3 2i3 220 168 71.8 213 72.0 t86 Z can g V 72ffi 2&8 179 30.7 155 219 170 25.8 162 20.4 178 22.5 749 17.8 179 20.3 147 159 179 18.7 145 78 in 243 781 2&q 140 20.3 16Y 21,6 137 17.4 1Bt 18.0 135 1&2 781 77.0 133 j =g gZ 7810 716 i@ 23.5 133 1&6 152 t9.9 731 7&t 75Y 17.5 128 a' TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z N Anchor Ce achy Table Obs) ANCHOR CAP.,,a,,,,, }a-• X•-2 c`o 0 SWbU4te: 2.7k Concmte 3.91 CrtC, F40owcmu Faw CMU PTWoat Metal (OP,)X( �=ANCHOR CAP-„ 1n ••C§e- 5716'Ek0 1r4'SSEko 6r16'Ek0 1/4'SSEko N105tetl tl125ie81 tl12Steel MULLIONCMr B Allrtrof'QtpC E116'Eko Ullman 110Elco Maxon 'VIS, ko9arac.n 1/4•EkO Ullyd[cll fn N AnchaTCgp P6ttems Unracon AgpaGalar Ulftwon AgreGdor scmw(05)screw(G5) stmW(G5) USE THIS FORMULA TO OBTAIN THE`ANCHOR LU Y Ecge Dstarc8M1 1' 2.112 t• ztrt' 3•tra• r z-Y/Y r I.E Y 3-118• 7 0.48' 0.51• 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN N Emlreaned M) lora• faro• 1. tato• taxa" T rata• 1-v4• 1•v4• 1•v4• a-ttc 1-v4• 7 taro' yar6• vales ACTUAL PRESSURE REQUIREMENT FOR THE O O 4AMh05Q3*Wa.0.C.rt2)2c5An91aaps7tF1 tT 7601Ds 7601as se01m Moms 1a0sws 64o0s 6soros wa 75ams 7aams 60o10s 70@2 us �zws Be59s Y(3oms OPENING,WHEN IT IS LOWER THAN T14E MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED d T Z mQ sIn MULLION.IT WILL YIELD A MINIMUM ANCHOR 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. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, S^•--7.266"-� r'jW%UCT REVISED Ds complyi11g with the Florida FIGURE T^ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- Duild ng Cod. -- ADcaptancoNo((a02i$.tl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Expua1iop 0 2O Z F +f HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M. Dade ANGLE CLIP MUST BE USED IN PAIRS. 125" 111 i t I r I1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ti ��\`,•'titpENgS '•.FAQ 'i THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28"X 2.1t'X.125'MULLION LEAST^125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =^Y:: No•58705 THE MATERIAL.##10 8 912 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 B.S. _ �`• atinTL:01: M+t: PIOgIOp. ' .� A.LYt`1W'Ivlll i ,P.E. FL P.E.#58706 TABLE 15A �$ _ h ,� Mullion Capacity Table,Ibse ® x R Opening Villdth(for vett calVsparrirg m lions)orOponing Holght(tor horizoMalty-sparring m mons) 0 50In 601n 701. 801n 901n 1001n 1201n 1401n 1601. 19. p Reatminow Trapfitang. Reeton9utar Troprrdeng, Rectangular Traprrdwlg. Rmtanoular Tmp/rd.Og. Racfwrgdar TmplTdwq. Rcwangnia TropTtlanB. Rectangle TrWrI.g. Rectangular TreprRi d wq. Rectmlguta 7taptrdan9. o: J26"JO L9edlne Loadnp LoadnO Loading Leadnp laadng Lo6dn8 Laadng LoedOg lA.d.O Loafing Loadlnp Loednp Loafing LoadnB Lo6dng laodnp Laedng DEG.AL BAY MULL _ r F r 2> m 4 e p g v a a p oy ns e p v p ffi q 2. � tiCU r� b$ 8� S�! S£ lg� & 8 6 g• 8F AXE 5g •Ep 'E8 '..' 8 5x0 ���6I F aC � a fE� fid d 2 ~� 421. 170.0 620 170.0 433 170.0 744 170.0 478 VIX0 666 170.0 NO 1170.0 992 170.4 519 170.01 1110 170.0 521 170.01240 170.0 521 t70AU88 170.0 621 170,0 1735 170.0 621 149.1 1740 170.0 621 0 481, 170.0 708 170.0 524 170.0 650 170.0 ISM 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1 tZ75 170.0 677 170.0 1417 170.0 650 1622 1522 170.0 6W 130.6 1622 170,0 600 114.2 1622 170.0 880 LULU 51626 In 170.0 60 747 170.0 563 170.0 6 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1b4.2 1443 170.0 766 736.8 1443 770.0 758 7tTd 1443 170.4 750 7028 7443 170.0 768 O o 0 64 to 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1118 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 IJ53 170.0 661 103,1 1353 170,0 681 80.2 1353 170.0 081 LU C 1"' M W N 170.0 683 170.0 701 170.0 1083 170.0 707 167.0 1210 170.0 078 148.1 1216 170.0 944 129,9 1210 159.6 938 116.9 1218 152.1 024 97A 1218 146.1 913 63.5 1218 148.1 913 73.1 1218 148.1 813 F- U J 631n 570.0 930 170.0 743 170.0 1116 170.0 650 160.2 1150 168.6 933 131.4 1160 1630 914 116.8 1150 141.9 088 105.1 1160 134.2 065 $7.6 7150 126.7 871 763 7150 126.2 870 66.7 itEa 126.2 670 .r'w. LU :D rfish 179.0 074 174.0 788 1624 1048 183.8 861 130.0 1046 148.8 884 114.3 1048 133.1 850 101.8 1048 1234 639 01.4 1048 118.6 830 76.2 1048 USA 821 65.3 1048 109.2 616 67.1 1048 106.2 818 Z U)g m 2 721. 140.6 am 147.9 764 117.4 880 126.0 748 100.6 860 110.8 734 68.0 BOO 100.0 722 78.2 860 92.0 712 70A 880 09.2 703 68.7 680 19.2 693 50.3 BBO 70.6 888 M.0 880 76.4 660 � W "! 761. 119.7 780 125.1 690 99.8 790 106.4 678 85.5 700 93.3 863 T4.8 790 83.9 652 66.5 790 76.9 643 59.9 Too 71.7 635 49.9 760 65.1 024 42.8 790 62.1 619 37.4 790 61.5 617 1 J 4 = d 781. 110.8 750 115.6 657 92.3 760 983 844 79.1 750 05.9 832 69.2 750 77.1 621 61.6 750 70,8 612 66.4 760 66.7 605 46.2 750 69A 594 39.0 750 662 680 34.6 760 65.6 $86 Win 72.1 663 74.4 600 60.1 563 8Z9 491 61.6 663 64.8 483 45.1 583 48.9 475 40.1 503 44A 468 Al 567 40.9 462 30.0 563 36.2 452 25.8 553 33,3 445 245 $03 31.6 442 � rn Z � 08 In 69A 495 01.1 443 49.3 495 6t,5 435 42.4 495 44.8 427 37.11 495 39.8 421 33.0 495 36.1 413 29.7 495 33.2 409 24.8 485 29.! 400 21.2 {95 268 394 18.8 495 25.0 3W 1WU 3 d O 1W In 41.7 391 4Z6 353 34.0 391 35.9 316 28.6 391 31.1 342 26.1 301 27.8 337 23.2 381 24.9 333 20,9 391 22,6 328 17.9 381 18.7 321 14.8 391 17,0 316 1111n 36.4 370 392 335 32.0 370 310 330 27.5 370 28.0 326 24.0 370 26.3 320 21.4 370 22.6 318 10.2 370 20.8 312 10.0 370 18.1 305 !L' LU 120tH 30.4 317 30.9 289 25.3 317 26.0 284 21.7 377 22.5 280 19.0 357 f8.9 276 We 317 17,9 273 � f44In 17.9 220 17.6. 203 Q.M Q 0 O TABLE 158 ANCHOR CAPACITY ADJUSTMENTFORMULA: a m0 AnchorGa ac! Table ibar �rc� Sumlralo: 2.7k r'Aroreto 3.5k Cane, Hollow CMU Filled CMU PT Wood Melel (DP_)X\ANCHOR CAP.„,,,,-)=ANCHOR CAP.k, Yt6•Eko114'85 Etc0 Sr1WElco 1/4'SSEico 01081,¢61 d1281ae1 d128teel MULLION CAP.,,,,,,,,,,, Anchor Clip Patterns arcfwr Type: 37i6•Ek0 Ut9acon i/4'Eka UOracm Ut06con 3116,Eke Ultrwmj114'Eko Vim AppraGatw Utlmeon AABreOalw screw 1857 Soraw IGS) Screw(051USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge We.c6(Ink 1• Zan' r 2-f/r 3.18• 1" 2-112' zarr r 3-104 r 146• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmSodment Ong 14' 1.3'4' 1.7/4• 1-374• r 1414• 1.174' t-1114' 1.1!41 1-fn' r I-ww 1'•48• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambent@5'Min.O.C.l t2)2s5Atfele pipe/(Ftp.11: 390165 390los 4501m BW Im 17W 10.9 27018$ 200Ibs $ 7401ba 3741m 7201m 9461m 3411m 4421M 5W1os OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arohoro 1,J 3.5'Min.O,C.I r4y 2x5 Arpte Ceps 7 iFq,2}: 780 i6$ 76a lea 7W lm 1870lm 252516$ Sip 1,m 560 fm 1720lm Tae 16s Wo 1,m 18921- 6821- 885 fm 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors@2.71'MN.O.C./(2)245 Angle CoxI f o.3T 11201- 11201- ese im 224a1m 2254 ro$ WA 6401- fos9lm WA 13201- WA 10221- 1327 mos 16Mto. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT REVISED TABLE NOTES: as comply,0a with ale Fib" Building Code Acocptnnce 7'!b WP-OSIS.03F 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piml(alDafa SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. M7 Dade Prbd99t \ tlt 1,l/ ULLION AND N CLIPS HOLES TOB BE ION THE FIELDOWN ARE NOT FOLLOWING DIMESCALE FOR NSIONAL RESTRICTIONS EXACT7 ONS SHIONS,SEE SHEETS OWN ON SHEETS 21.23 125 1\Q\lt•t'" "YNN if11 A` ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' :;+:• iso.!i8-105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _ /•^a' - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' _ /-"U'- Q.,- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (p'E� 1lj_ ' LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND LLION 30'BAY -j� •• 5{BATF OF j1/'� • • 714E MATERIAL.#110&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MU �����`,'••.FLORtO}'�C.O�.` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.L M4 MidA,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Table(lbsel RI Opening Width(for varllcal)y-spamlrg mullions)or Opening Haight(for hodmakepamlrg mullions) �"•� So in 801n 7014 60 in 90 In 1001n 120 In 1401n 180 in O Rectenpuler 7teA'7NanD- Rectangular Tra)Y1Aan8. Rectangular Tte#Ttiwp. Ractebgdat Trapfriam Rectanguar TfWfflano. Rectangular Treprfueng. Reetaneder 7rap7Tdargl. Roamadar Tmpfriang. Rectangdw Trwronn0. Q 0. 3.25"45 Loading lnadnp Laadng Loading toadoo Landing Loving Laadng Loading Loading Loadng Laedng Wadng Lond.0 Lowing Loading taadn0 Lowing �, DEG.AL a x x a a cri3 BAY MULLS 1i $ a a �0 �s aa0 v a3 � t3 � 23 8 t3 c1 r�^ &^ 6 tY c3 a� � 3 i,3 h c3� Tm s3 � cY �� �a c� do04l a ; �� I -- ii � � � � 12 ¢ to � �� a� � � � � �� °° 0) 0) 121n 170-01 820 170.0 135 1 170.01 714 170.0 178 170.0 1 888 1 170.0 506 1170.01 082 170.0 518 170.01 1118 170,0 501 170.0 1240 170.0 821 170.0 1168 170.0 521 170.0 1735 170.0 521 160.3 1671 170.0 521 O 401. 170.0 706 170.0 524 170,0 850 170.0 581 170,0 892 110.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 660 163.7 1637 170.0 680 140,3 1637 170.0 660 122.6 1637 170.0 680 LU 50.0251a 170.0 747 170.0 583 170.0 $96 1744 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.6 1345 170.0 747 170,0 1494 170.4 756 147.1 1552 1740 758 728.1 t652 170.0 758 110.4 1552 770.0. 756 a o 541n 170.0 787 170.0 612 170.0 aW 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 155.2 7455 170.0 856 122.3 1455 170.0 661 110.6 1455 170.0 $$1 87.0 USS 1740 BBf m q m 891n 170.0 8&5 170.0 701 i70,D 1083 1740 707 170.0 1240 R0.0 8T8 157.1 1309 170.0 BN 139.7 1308 170.0 896 125.7 1308 163..5 8Bd 10d.6 1309 157.) 982 89.8 1308 157.1 882 78.8' 1308 167.1 882 u} tD J 63 in 170.0 930 170.0. 745 170.0 1116 170.0 850 1029 1247 170.0 poo 142.5 1247 164.5 883 126.7 1247 7628 965 114.0 1247 144.3 952 95.0 1247 138.2 836 StA 1247 135.7 835 71.3 1247 135.7 235 �G Ili g 081. 770.0 971 170,0 780 170,0 1189 170.0 903 148.4 1100 163.7 905 129.8 1190 147.0 945 115A 1160 138.5 928 103.0 1190 12&1 814 86.8 1100 118,5 1490 71,2 7180 116.1 887 04,0 1190 118.1 883 Z C 72 in 781.8 1010 162.8 977 13{.7 1010 iW.e 852 175.1 1010 1272 842 101.0 1070 tU.7 828 848 1010 105,8 617 60.8 1010 96.9 607 87.3 1010 90.8 795 57.7 1010 67.8 TBO 50.5 1010 87.7 789 ' 701. 137.4 898 143.5 782 114.5 808 1220 775 98.1 gob 107.1 761 85.8 908 882 742 7&3 906 $8.2 738 68.7 908 823 720 573 908 74.7 718 49.t 808 TL2 710 429 808 70.8 708 Q x- Z 781n 127.1 601 132.5 754 105.9 88t 1125 736 80.6 $51 88.0 725 78.4 861 66.5 713 70.0 881 61.0 703 63s 861 764 694 530 881 88.1 681 45.4 881 04.5 675 39.7 661 63.7 812 00 In - 82,7 50 65.4 574 68.8 646 721 681 50.1 646 02.9 554 51.7 Bio 56.1 545 40.0 Bib 50.8 537 41.4 bio 47.0 530 34.5 848 41.6 $19 29.5 646 36.Z 611 25.9 040 38.5 587 Q � 96H 66.2 566 70.1 508 58.8 588 59.1 488 4&7 58$ $1.4 491 426 588 45.6 483 37.9 568 41.4 470 W6-e8XI 20.4 568 33A 458 24.3 588 30.5 452 21.3 500 2&7 447 1, � �p A 10810 47.0 M0 48.8 {05 39.8 NB 41.2 3BB 34.2 Mg 35.7 393 2A.9 149 31.7 38T Z&6 448 28.6 382 20.0 1.9 22.7 36$ 17.1 M8 20.4 301 15.0 449 18.9 356 U3 (ag D7171. 14.1 125 45,8 381 38.8 421 37.8 378 31.5 423 32.8 373 27.8 425 28.1 387 24.6 421 20.2 382 18.4 425 20.7 350 15.8 121 18,6 343 (Y 1201. 34.8 384 35S 331 29.1 384 29.$ 320 244 384 25.6 321 21-8 391 228 317 18.4 364 245 313 FL f44 in 20.2 253 20.4 233 1 10,6 2S3 17.1 230 Q Vim' Q 0 0 TABLE 168 ZA 18 Anchor Ca acl Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: (Y�� Subgtmle: 27kComiale 3.5kOo . Holl-cmu FliledCMU PiWopd Memi (DP)XtTICHOROAP.,,s,, ANCHOR CAP.,,a g'�� 611WE140 114.85Ebo 611VElm 114SSElco #108tee1 11251eel /1125tH MULLION CAP.,,,,,,,,, AnehorIypa: 3116'ERaL46ncm 114'Eke Udraeon 3�t6'Eko UltraCea U4•Eko UNaem AncfiorCllpPaBeme Utveeon AppteGmor Uamoon agpreGator somwto5>sorow(05) 5aow(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edo.Mime On): 1• 2-17 f• 2-ire 3.88' r 2-1r2• 1, 2.12• 2• 3-118' 2- 0.46• 0.54• 0.321• CAPACITY REQUIRED"CORRESPONDING TO AN Embednentft 1.314• 1-31.• 1.314• t•31P r 1.114" 1-1v4• 1-vP 1.114• 14W I.OP 21 ta16" 1.318• %encs ACTUAL PRESSURE REQUIREMENT FOR THE 2 A�rcFprs�6"M14 C.C./(2)2x5 AIgle Ctlpslp:ip,1): 3901.55 3801.56 45010.6 $90 Ws 17008x6 NO 2801ba 354 lbs 7401bs 374 lb. 720 lbs 946 P. 341.55 M2169 Sfi01bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 aro6aa B8 3.S"Min O.G 1(2)2x$a(pie Gips 1 tF1g.2}: 7801116 780156 7801.56 7670 tbs 2525811 5{61.56 5s01hs WA 1 1120lb3 748 He See lbs 1892 lb. 6021ba 685 i5a 112016- CAPACITY(FROM THE TABLE)OF THE SELECTED s Ananora 2.71'MIn O.C./t2)2x6Anpb Gips/(Fq.3Y. 11201.56 11201.56 BSB Ibs 22481hs 2254W WA 8401ba WA 1 1059106 WA 13201 WA 1022 Ins 1327 Im 16M In. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY Be USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT REVISED TABLE NOTES: a Complying wilt Ow Florid• fluilding Code ACd: anCehb 1ro,0%1&.03 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION q1.LOADING. Ex�Dae ,2,02�SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. yFIGURE 2: 2}LINEAR 1NTERPOLATtON BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE• Miu 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \\���c`�tyidN��{7rlfr • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125' 45' O 4 t GN tF i' ' 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' -..: No r7F"O`' _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ♦ • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.1251 fY= THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.OAS'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAS7.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT/FAST 3 SCREW THREADS BEYOND 45°BAY "F _( 6 • IL_.,J THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S,OR 410 S.S. MULLION ;rTAl'L OI ANGLE CLIP(FIGURES 1-3)MUST BE USED 11.PAIRS. , �1f7rf�,G G`\ A 1L'YN,JAII,- e-' E. FL P,E,#58705 --i 1.000^ (+- --' 1.000^ --) 1.000° )- -{ 1,000' .125' 7�I r .126" a .125" .125' 2.750' 2.150' --.125' 3.125' ,1261 3.188• 2.000" 2.000' .125' .285' 2.116' N -125' 650' -125. m 11 W t.-T T. ,500' Z to i -T w 1'X2'X.125'MULLION 1"X 2'X.375'MULLION 1'X2.76.75.375"MULLION 1'X 2.75'X.650'MULLION i'X3.125'X,5'MULLION 1.25"X3.188'X.26S MULLION 1.26'X2.11'X.i2b'MULLION _ 6063-T6 AtUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6083-76 ALUM. 2 d0) X-SECTION XSECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION LU o° 0 f---.125" C3 co (0 i I STANDARD CLIP I 2X5ANGLECLIP TABLE Z w 2000° 6083-T6 ALUM. I 2125" 6063-To ALUM. Dimension Value(in) For Mullion:X-SECTIONU-CLIP 2.000" X-SECTION 0-A 1.825 J A.60 ALUM, 1'X2'X.125" Q J .125' X-SE-SECTION .125" B 2,854 E 0.695 Aluminum Z 0 o D 0.740 Tube Mullion 9 o --I.740"1-- A 1.125 N Z H 8 1'X2'X.375° 1LI O 5.500^ S. 2'404 Aluminum -j Y X r-CUT HERETO 375"N. 5.000"-----{ Tube MUillan O �"} .375" 3.126"--"-� CREATE F-CUP.SEE MIN. {-- C 0.835 O O MIN. DETAILF,SHEET4 •375'MIN. D 0.490 Q2 Z IN. 5E 9'O s.0 r-------. r--------I ---------------"--- A 1.875 �8 m t i i I 1 A A t U•CLIP - A i--___ _ ...y B 3.000 1'X2.75-X 6063-T6 ALUM, `- ------------------' 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 8063 T6 ALUM. D 1,118 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E 6063-76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE •450 Min. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X 2.75"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER,1716'. SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED B 3.000 DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+1116`. SHEETS 5.17 FOR THE Tube Mullion ANCHOR O.C. TABLE B D 0.838 DISTANCE,MAXIMUM ANCHOR HOLE PGT Pelf# A 2'� aRMUCT REVISED 5.500" ,375' Mull Dimension(sheet#) t'X3.126'X DIAMETER:ANCHOR B 2.837 Balldi Codwilh No FfanUR .375° MIN, Mullion Sfd.Clip Onset Cllp U-C!!p Angle Clip .500'Alum Duildin Cods DIAMETER+itis", C 0,863 8 144-0-4 D MIN. 1"X2"X.125'(5) 66605 666113M 6881118M 688243M 666511M Tube Mull Accaptylcc No a• 3 r------------I------------- 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M D 1.137 pireli pateqD2! I I A 2.625 13Y 1"X2.79'X.375"(7) 66607 666115M 6861120M 666245M 666513M B 3,282 1.25°X3.188' Mian DodoProdust X,285°Alum B V X2.75-X,6501(8) 666M 666116M 6661121M 666246M 666514M C 0.862 Tube Mui! 7 --- D D 1,762 � \,\NN hi - I I 1"X3,125"X.500"(9) 66637M 6WI116M 6661114M 666242M 666515M 1,28'X2.11°X ;�GtNs I I 1.25'X3.188"X.269'(12) 66841M 6081117M 6661113M 688241M 666518M A 1.813 7Y"% ------ ------- 121"Alum 1.26"X 2.11"X.125"(18) 69370 NIA WA WA 666517M Tube Mull :: 140.58+01 _ OFFSET CLIP - _ ? •• , C NOTES; uA .125• I 606346 ALUM, - '•"1.Zr,A IC/)r� •� LU - TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. •� S A E O. (Jl .740'--I^-�--1 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �QPf.\C9``:' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 611705 1.os2• - -1 1.000" �-- --� 1.000• r-- '�� 740• .083° .385' {�{ .125" .082° I -�11�-125° �� a 062" LLO .438' I I a 4.000" •125°STANDARD CLIP s� v 4.000' 4.000" 2.000' 6063-T6ALUM. 2.125' 2X5 ANGLE CLIP B' 2.825' 2.000' 125, %SECTION U-CLIP 8063-78 ALUM. 80-SECTIO, %SECTION ,126' 'N .125' .125° .125' X-SECTION �15 m � .031"1 .125' 0 NN 1 CENTER OF ANCHOR HOLE MUST UE WITHIN THE .125 DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE : 2 .375' '155" .375" ANCHOR O.C.DISTANCE MAXIMUMANCHOR it u HOLE DIAMETER:ANCHOR DIAMETER+1116°. LU m p O 1'X 4'X.125' 1'X 4'X.375' 1'X 4'X.375' 5.500' m U) M ~ MULLION MULLION •T'-MULLION CUTHERETO 5.000' 375° O b J 6063-T6 ALUM. 60B3-T6 ALUM. 6063-TBALUM, 376, 3.125" -CREATE F-CUP.SEE '376" ��`MIN: -I X-SECTION X-SECTION %SECTION MIN. I DETAIL F,SHEET4 � LLI Z y 1.250" .375" Z z r_______.� CENTER OF __________ r--------- - i .376' g 1.250° 1,250' I I I i ANCHORHOLE j j MIN. > Z I I I I I MUST LIE WITHIN I I J d I I I THE DASHED I I Q J a F - BOUNDARY.SEE j j Z p Z N p I} SHEETS 5-20 FOR I I 2.875° I I .THE ANCHOR O.C. F T-------_I re. Z.. oD a I I I I F DISTANCE. Q "O ion 3.94' I I I I MAXIMUM Z i 3.250' 3.250' I I I I I ANCHORHOLE i LLr U `1 •� I I I I I DIAMETER: I I J rn N .100° .100' .100° ______� L_______� ANCHOR U Q 3 I IAMETER+1116' �_____________________� Q..� Q O .100' 2X5 ANGLE CLIP m0-•Q .624• �° rC STANDARDCLIP U-CLIP 6063-T6 ALUM.ENTEROFANCHOR HOLE MUST LIE 6063.76 ALUM. 6063-T6 ALUM. TOPVIEW 18Z --1 .820' 1- I ---1 .820° 1-- -moi .820' h-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"%3.25'X.100' 1.25'X3.25'%.824' 1.25"%3.94'X.624° SHEETS 5-20 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For Mullion: Dimension Value(In)For Mullion: 6005-T5 ALUM. 6005-T5ALUM. 6005-T5 ALUM. DIAMETER':ANCHOR DIAMETER 1116'. 3.681 'X4' F 1.938 1.25'X3.25' X-SECTION X-SECTION XSECTION G 1.000 .126' G 0.500 X.824° H 2.-u Aluminum H 1.438 Aluminum 3.469' 5.500" 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661° ,126' .375' .376° F 3.187 1°X4°X F 2.825 1.25'X3.84' 1.377"-A •125' 1.877" I MIN. - G 0.757 .375' G 1.125 X.624" r___ ___� �_______� H 2430 Aluminum H 1.500 Aluminum ^„r,EUCT REVISED I I I I I 3.000 Tube 8'T I 3.250 Tube Mullion �complying with Ole Florid¢ F 2.260 1.26'X3.25' F 2.813 30•Ba Mull Building Code I i I I i 0 0.750 x.100' W Ifo-*%IS.03 .125" t I I F 2.875 45'Be Mull Acce ��ce No H 1.500 Altminum B piMi nDale n,) .125' 46° 2.250° I I I i I 1 3.250 Tube Mullion By 30° I I H I Miem Dade Product I I TABLE D 3.250'45'BAY MULLION 3250' I I I t 30°BAY MULLION 6083-TBALUM. `-------- I I I Mull Dimension PaI PaKU ���1� GYNN ll��i 6083-T6 ALUM. I X-SECTION (meet A) Mullion Sttl.Clip Otteel Clip U-0Clip Angle Clip `�� QN�••"""MICCC/���ii X-SECTION I 1'X4'X.125'(10) 88384 888111M 6681122M 686241M 668518M y?•'�1G>^NSF G OFFSET CLIP { I .125' 6063-T6 ALUM. V X4•X.375'(11) 66610 666112M 6661123M 666242M 666519M •-a� N0,58705 .228"J �--.981' •226'3 1- .I)B1"-4 TOPVIEW V X4'X.375"7'(11) 66653 W6112M 6661123M 666242M 666519M NOTES: •740° 1.25'X3.25°X.100'(13) 20180 6681127M 6661124M 8662410M 8865115M 1.251 X3.25'X.624'(14) 20161 6661128M 6661128M 6662411M 6665116M '•Q•' I 0�`^' L(/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.84'X.824'(16) 20162 BBB7717M 8887128M 886241M 666517" 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86649 WA WA NA 6665110M •ALOR\. \,l``� 45D (20) 66850 WA WA WA 6685111M `(4 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LFL It R;A.E. FL P.E. 58705 TABLE E x R Mull Dimension PGT Part# R 5 (shoot#) Mullion Std.Clip U Cllp Angle Cilp ^1�.125° --�r--.125" F. .126' g0, 2"X4"X.25"(16) 66602 666261M 666271M 8665112M r lw,�dg rix z STANDARD CLIP U41 UT6A 2X6ANG1 AN LEUM.CLIw 2"X6"X.25"(17)_ 66604 666282M 686272M 6665113M o= v 6063-T6 ALUM. 6063-Tg ALUM. 806SE ALUM. 2.000" X-SECTION 2.125' X-SECTION 2,000' X-SECTION NOTES: N .125" .126' .126° m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING � yN� W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ZO 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �-1 0+� I HOLE LOCATIONS. 1.490" J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W 5.500' CUT HERETO 5.000^ 376^ W co o� 3.500°�'''� CREATE F-CLIP, m 2.000" .375' '8 _SEE DETAIL F. .375" �e .376" r MIN. Z) Z � U) MIN. r SHEET4 I MIN. F- � Z r-------- ---------------� -- -- /---------------------T Z W m I I I I 1 2 'E W I I I I , � 0-- IL 4.000° i i i Q --i d. -I-- --- --1- 3,438" + 3.438" rx T--------I F U Q rn o 250" 2MULLONS• I 3.438" j I F Z�Z N r 6083-T6 ALUM. j i I i j 375+ ¢ �go Z $ or XSECTION I I I 1n �- - ---I--- -- -- L---------------------� MIN. W O Of S2 STANDARD CLIP 2X5 ANGLE CLIP (.1 Q Q U-CLIP,6063-T6 ALUM. Q„ Z O CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SED FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. d c m fn (n .250' WITHINTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �..�gg u €OmO SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. - .� E0 5 2O DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE h o� DIAMETER:ANCHOR DIAMETER,1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1/16'. SHEETS 5-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERE70 DIAMETER:ANCHOR DIAMETER 4 V%". 5.000" 2.000° 3.500'---moi CREATE F-CLIP, ~- ^� MIN. rC I_SEE DETAIL F. '375" .375" r SHEET4 MIN• MIN. .375' ----- --------- - ------ ------ -- -- r---------------------i I I I I I I I 1 I I %b:GUUCT'REVISED I j as complying wish bre Flarida I I I Building Code 1(o-0 18.Q3 I 1 I I I Accaplmica No �+ E pitalim.Dale QO2 -I_ 4.688" ¢ +-- -----i Mien Dada ftdud' •260, 8.000" -�-- T- - I F t 5.438° I I \\\111111!, 5.438" I 5.438" 2"X 6'X.25" MULLION I I i I _ hdD.58705 8083.76 ALUM. I I I I - XSECTION ---------� .- /1 NF/ i I I L------------ MIN. ,-U '. (/L C1'' Luc STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 5 ,250° 6060P VIEW UM USED FOR 2"IX 6Tl ALUM. SHEET 17 063-TOTOPALUM /�!`!10NIIn1-I`ll\\,\` TOPVIEW A.LYW MILLER,P.E. FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-80.0 PSF. - NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'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 '� X DESIGN PRESSURE OF+60.0%80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE "X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o o FENEsiRailoN 1 DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS p2 U APPROVAt� 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE r! T2' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LO LO MULLION $ m LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ,a} (- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL _ z U) �/ DETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 2 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O_m 0) IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o O NOANCMORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: = m 32• 32' --I MULL 4nDTH (60 PSF)X( 6361 BS\=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) J OPENING WIDTH 72.7 PSF/ O Z z' m g 1 i THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRESA I> DESIGN PRESSURE OF+50.0/-55.0 PSF. "JJ U r Z FOR THE VERTICAL MULLION: FZ Q 0) 0 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72•+1'=105-AND THE OPENING WIDTH IS 36'+36'+1'=73.REFERENCING SHEET 25, Q ZOD o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318'AND WILL U) U) 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. U, LU W 0" FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=108',OPENING WIDTH-80')MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 0_ MULL WIDTHAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q U) FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION-NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O DETAILS, SEEmQ. 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY PRODUCTS 2-3ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112'+35-1/2'+2'=73'). �- 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 VERTICAL( I 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'S EDGE DISTANCE. MULLION� - �- USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1f2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH <-SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 EN SHEETS 2DETAILS, DETAIL E, FOR THE HORIZONTAL MULLIONS: OP 8, SHEET3 O HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.259'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. MOR[O PRODUCT RA" 9w MULLION 72' as-ply,g i 51. Ga Fbf{� 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2'=1 06'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE puildin Code USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(Q LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE AccePlas.No I6.0218.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. p Pimlion pate /l0$( SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mist.Dada Product 2J (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I I I/1 ANCHOR CAPACITY OF 521 LBS. \ `�C14'{ LYNN L 3B•,HOR17 36',HORIZ. q)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR ` �� \,\GENS •.•�p ULLLENGTH MULL LENGTH P. CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. ..'r' 140.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()•• TAT'Irl O �J; THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �` '•.,FL OItIpP•,.••C VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION '�,,5/ONN- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIL'11%2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OFTRAPEZOIDALIfRIANGULAR LOADING: P n I dice ¢ I PW PWd 0 I PW I SH/DH SH/DH SHIDH SH/DH I PW ] P W coZ N a" W 4 p I I O W 1 y - � o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I SGD O Z I LOADING OF VERTICAL MULLION � LU .1Z PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q I, .- PW - I Z ¢ N O I FQ Z PW P PW 65 0 A 2�B xx / I PW � Q 52 � SH/DH SHIDH SH/DH SMIDH I U a 0 0 0 1 a= z m( 0 101/ I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I 1 PW PW HR I I - - LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION P HINGED PW PW NOTES: DOOR :4CAUCT REVISED I as complying eiih ttm Florida I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL A—ptence idu 03 I PW CONFIGURATIONS. E imli Dole 2o2j I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Mimn' a Product o C / I THOSE SHOWN. n j 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USE FWRECTANGULAR LOADING. `.��`*.•'�1GEI•tSF•'•�lQ PW 3)SEE PRODUCTS'APPROVALFOR No.F,8705 1 ACTUALANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I L.S PANEL OF HINGED DOORIS NOT CAPTURED OR ANCHOREDWITH INTERSECTING HORIZONTAL MULLIONS �:C)`•'. STr 7L OF 01 LOADING OF VERTICAL LOADING OF HORIZONTAL I ` MULLION MULLION A.LvNFL P.EREN5r�C)�I 588705705.E. rA plastpro : -� 0 37.50"MAX.OVERALL 5200 W CENTURY BLVD. FRAME WIDTH LOS ANGELES, CA 90045 =y z �:O= A Smooth / Wood Grain / White Wood Grain - �`'' On _ _ Rustic /Mahogany Series N Fiberglass Door ti $E 9� o ®UTSWING a 9 4 m a a Z V E Z "IMP�4CT" o ra t� � W W e X Wo o� GENERAL NOTES O z o z w oz I. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code m ¢" (FBC)structural requirements including the"High Velocity Hurricane Zone'(HVHZ). O :SEE W 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material c shall be beyond wall dressing or stucco. �I o 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not a a require an impact resistant covering. m 4. When used in areas outside of the"HVHT"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets m7mli e level"D"and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for N buck Z masonry construction. W N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, 7. Outswing configurations meet water infiltration requirements for"HVHT'. z B TABLE OF CONTENTS _ a SHEET @ DESCRIPTION o 1 Typical elevation,design pressures,&general notes " 2 Door panel detols and glazing detail 'z v 3 Horizontal cross sections OVERALL OVERALL GLASS DESIGN'FRESSUR `(PSF� nnTE:02 21/12 z 4 Vertical cross sections FRAME DLO TYPE 5 Buck and frame anchoring-2X buck masonry construction LTIMENSIOtJ, { DIMENSION POSITIVE NE6 4T1VE SCALE N.T.S. DWG.BY. JK m 6 Frame anchoring-1 X buck masonry construcfion 37.50"X 80.50" 20.50"X 62.63" G1 +50,0 .50.0 DNK•�: LFS 7 Bill of materials&components 3 DRAWING ND.: � FL-15180.1 " a SHEET t DF ] N GI 0111" 1.27 EXTERIOR ``S:• � iS I I X. 3 Q-? n 1.75" =fTJD z° 4t`OO m .7 7777 iW :SUS $Nm�Gro .•••'..........' aim,` J OtOm STILE INTERIOR STILE TOP RAIL `` c z° COMP. o x z{ (COMP.) LOCK BLOCK (COMP.) (COMP.) E m z$ 0 0 STILE REINFORCEMENT L(20"LONG WOOD) STILE REINFORCEMENT \ g d t a (WOOD) (WOOD) v "� m d a rl-1 HORIZONTAL CROSS SECTION - FOAM CORE c i HARDWARE CHART 2 (POLYURETHANE- o 1.9PCF MIN.) a .. MANUFACIURER '-...::.'MODEL STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BRE KWIKSEL LOCK: SIGNATURE SERIES J DEADSOLT: SIGNATURE SERIES V80) NON STRUCTURAL SEALANT EXT, C LOCK: YHCOLLECTION YALE ZS 3 DEADSOLT: YH COLLECTION(80 SERIES) ]"OVERALL GLASSTHK. O t/8"ANNEALEDGLASS Gl 35.75"DOOR C,V) L'g WIDTH 0.090"SAFLEXOPVB 24.22"MAX. INTERLAYER 5 y FRAME WIDTH d 4 1/8'ANNEALEIJGLASS INTERIOR EXTERIOR i- a� � g� 2 20.50"MAX. o D.L.O.WIDTH AIR SPACE. o 0 1fir TEMPERED GLASS #7-19 X 1-3/4"PPH ALUMINUM SPACER m /NSELF DRILLING SMS 3A INT. 0N STRUCTURAL SEALANT SEE HARDWARE G(AIING DETAIL CHART 5 G� FIBERGLASS SKIN S= a (SEE DETAIL) N N O OsD = : • _ 0 1 d1.86" INTERIOR 0 2 o I d T?O WOVENcli ,.., IL ^ n FIBERGLASS u 0Wj .063" ED 6 13 N O U FIBERGLASS EXTERIOR BOTTOM RAIL z 425" DATE:02121112 b ODL LITE FRAME 0.069"THK. (COMP.) 9 �•) 3A (AIUm.) seALE N.T. ODL LITE FRAME DOOR SKIN DETAIL DWO.BY: JK m P D a VERTICAL CROSS SECTION fDNG Y: LFS a DOOR PANEL Z NO.: N —151 SO.1 NN2 OF 7 a d