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APPROVED NOA 17041108
M IAM I-DADS 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 "HR-5510"PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17,prepared by manufacturer, signed and scaled 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 NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0411.08 MIAMi-DAOH COUNTY Expiration Date: ,September 24,2420 26 Approval Date: August 31,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseai ' spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 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 NOA No.I5-0903.10) 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 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 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 NOA No..15-090310) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONS ME-D) 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. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their`Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Pr? uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 611 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.17) 4. 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 NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window- L.M.I., approved on 09/01/17 and expiring on 09/24/20, Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5 12-314"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8,SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 8"MAX. r- 1 114" SEE SHEETS MAX r -- ,, j SHEEI 3 - 9-16 ❑ SEE 2-5 ANCHORS,SEE CLUSTER - 15.85" „ SHE DETAILS SHEET 4 MAX-O.C. A,SEE . ___ --7 - 8 MAX MAX-O.C. � _��8SEE O - - ---MAX- 8 ET 4 1 SHEET 3t Y- 10"MAX- .-.-- -------------- SHEET 3 A C,SEE -10"INA7<- I iSHEET 4 — __------------------------ ,. ..— f T C E,SEE r i } SHEET3 I T / 19 76" j E EQUALLY / ( � / MAX.O.C. MAX. 72" I SPACED �r ff BUCK j MAX, i ANCHORS PER HEIGHT / I BUCK EQUALLY 63" TABLES 17-22 / - j SPACED I MAX. i HEIGHT ANCHORS PER -' � � HBUCK EIGHT SEE / TABLES 23-27 SHEETS 9-16 j j 15-67" O X j O X X O X I MAX.O.C. I I 8"MAX. SEE 51LL� -- SEE SILL- WEEPHOLE $ WEEPHOLE j SEE SILL B 4"O.C- 3"MAX. 4"O C. 3"MAX. DETAILS, WEEPHOLE 4"O.C.BETWEEN SHEET3 BETWEEN -� �- SHEET4 BETWEEN -�D DETAILS. WEEPHOLES - 3"MAX. WEEPHOLI S s WEEPHOLES SHEET 3 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 CODES I STANDARDS USED: - - - T ll7 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER *2G14 FLORIDA BUILDING CODE(FBC).5TH EDITION •ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPI-Y WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). *ANSI/AF&PA NOS-2015 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)MUST TEMPERED . *ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 aAlSl S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHORTYPE. $AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS-IX WOOD BUCKS ARE OPTIONAL IF UNIT 1S INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"TH[OK 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 DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS................................. 1 SHOULD BE SEALED-OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR 6)114"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATfON 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 TESTiNGAND GLASS PER ASTM El300. EQUAL LEGIBOX................. 3 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E4300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &J-CHANNEL...................... 4 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 NOT BEEN USED IN GLAZING DETAILS.-...................... 5 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 DESIGN PRESSURES...................6-8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES................. 9-16 S)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES&BOM....17 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NCA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER ASSEMBLY..................... 18 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL PRODUCT REVISE 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. B complying with the Florida Building Code USER INSTRUCTIONS: Noy-No" �7-0471.08 l I I l!r 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGSDESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. \�� � �Y ��� Revised By; Data: Revision: Expiration Date 09/24/2020 �- 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND �t (�N•,.... fY f� UPDATED TO FBC 2017.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WiNDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING � •' �tiCl lye+ '�f� f� J R 03/27/17 NOTE To ar�cs�oR STY. reLs, 13y TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ` By. Miami a Product Control Q`,•' •.�� � Revised hate: Revision.- OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. NQ 587© r 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION CONDITIONS. _ I�r�Wn By: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET _ �} Description: REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN-REQUIREMENTS FROM THIS SHEET = Zy GENERAL NOTES & ELEVATION J ROSOWSK! SET ARE MET, _ F TE F (��` 1070 TECHNOLOGY DRIVE rile: Clete: 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/.I-CHANNEL INSTALLATION. i � �OFIII?�`•.'' � � N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. i , A" (941)-480-16DO HORIZONTAL ROLLER - LM 05/15115 f 0A 1AI< 1 COPYRIGHT020V PGTINDUSTRIES,INC. NOTE:DESIGN PRESSURE RATING DETERMINATION I5 THE SAME PRdCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ��Cl tt�I I1y ti ALL RIGHTS RESERVED Series/Madef: Scale: Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. A.LYNts MILLER,P.E. CERT.OF AUTH #29296 HR-5510 NT5 1 OF '18 MD-HR5510-01 B P-E.#58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4.INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description (Listed from Exterior to Interior) Frame Glass YP [non di ti one on Type "A"-ANNEALED Types Options Substrate Option Detail Sheet �� "H"=HEAT STRENGTHENED (see Fig B) (see Table 1) Conditions 5 718" Laminated I.G.. 118"A Exterior Cap + 7/16"Air Space + 5/16 Laminated; (2) Lites of 1/8 A Glass with _090 PVB Interlayer "T„=TEMPERED 6 718" Laminated 1-G_: 1/8"T Exterior Cap+ 7116"Air Space +5116" Laminated; (2) Lites of 1/8"A Glass with .09V PVB Interlayer "PVB"=.090"TROSIFOL®PVB Through the ..._into 2XWood Frame/Buckstrip-sheet 4,option 5 7 718" Larrlinated I.G_: 3/16"A Exterior Cap + 318"Air Space+ 5116" Laminated; (2) Lites of 10'A Glass with .090" PVB Interlayer BY KURARAY AMERICA,INC. J-Channel 1 -4 integral fin..,... ....into Metal-sheet 4,option 8 S 7/8" Laminated I.G.: 3/16"T Exterior Cap + 3/8"Air Space+ 5116" Laminated; (2)Lites of 1/8"A Glass with,09T PVB Interlayer "SG"= .090"SENTRYGLASO I#1) Through the frame ----into 2X Wood Frame/Buckstrip-sheet 4, option 6 INTERLAYER BY KURARAY of the window...... ....into Metal-sheet 4, option 7 10 7f$" Laminated I.G.: 1/8"T Exterior Cap + 7116"Air Space+ 5f16" Laminated; (2)Lites of 118" H Glass with .090" SG Interlayer AMERICA,INC. ----into 2X Wood Frarne/Buckstrip-sheet 3,option 1 11 7/8" Laminated I.G,: 3f16" A Exterior Cap+3/8"Air Space + 5/16" Laminated; (2)Lites of 1/8" H Glass with .090" SG Interlayer Flange 1 4 Through the frame ..--into Concrete/CMU-sheet 3,option 2 12 7/8" Laminated I.G.: 3/16" T Exterior Cap +3/8"Air Space+ 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer (42) of the window...... _Ahrough 1X Buckstrip into Concrete)CMU-sheet 3,option 3 14 7/8 Laminated I.G.: 1/8 T Exterior C + 5116"Air Space+ 7116 Laminated 2 Lites of 3116'A Glass with .090 SG Interlayer GLASS TYPES 5,7, 11 &15 { " p ( ) ,� y MAY NOT BE USED IN THE into Metal-sheet 3,option 4 15 7/8" Laminated I.G.: 3/16" A Exterior Cap+ 1/4" Air Space+7116" Laminated; (2) Lites of 3/16"A Glass with .090" SG Interlayer HVHZ ABOVE 30'. Through the -.Into 2X Wood Frame/Buckstrip-sheet 4, option 5 Integra[Fin integral fin...... ....into Metal-sheet 4, option 8 16 718" Laminated I.G.: 3116" T Exterior Cap+ 1/4"Air Space+ 7/16" Laminated; (2)Utes of 3/16"A Glass with .090" SG Interlayer ( ) 1 -4 Through the frame ....into 2X Wood Frame/Suckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESS UREIANCH ORAGE INDEX. of the window------ ,,..Into Meta[-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....into 2X Wood FrarnelBuckstrip-sheet 3,option:1 Box 1 Through the frame .-..into Concrete/CMU-sheet 3,option 2 Min. Edge Min. *MIN.OF 3 Material Min. F Min.Fu Equal-Leg 1-4 � Group Anchor Substrate v Distance Embedment* THREADS of the window...... ..,,through 1XBuckstrip into Concrete/CMU-sheet 3,option 3 i 11 Steel Screw 92 ksi 120 ksi {#f4) P.T. Southern Pine(SG-0.55) 18 B Screw 60 ksi 95 ksi ,.,,into Metal-sheet 3 T16" 1 318° BEYOND THE option 4 #10 SMS METAL Steel, A36* 3/8" 0.050" SUBSTRATE. 410 Screw 90 ksl 110 ksi (steel, 1B-B S.S. Steel Stud,A653 Gr. 33" WEI" 0.0451" (18 Ga-) Elco Aggre•GatorO 57 ksi 96 ksi or 410 S.S.) "uNGROUTED A Aluminum, 6063-T5* 3I8" 0.050" Elco ultraCarO 155 ksi 177 ksi FIGURE B:FRAME TYPES CMU"VALUES 410 SS Eloo CreteFleX(i7 127.4 ksi 189.7 ksi P.T. Southern fine(SG=0.55) 7/16" 1-318" MAYBE USED 3116"steel Ultracon Concrete(min. 2.85 ksi) 1" 1-318" FOR GROUTED 6063-T5 Aluminum 16 ksi 22 ksi ❑� Ungrouted CMU, (ASTM C-9 A36 Steel 36 ksi 58 ksi 0) 2-112" 1-114" CMU 0 4 ❑ APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 ksi 2 ❑ P.T. Southern Pine (SG=0-55) 9116" #12 SMS Steel, A36* 318" 0.050" BOX OR ❑ B (steel, 1 B-B S.S. or 410 S.S.) Steel Stud,A653 Gr. 33* 31B" 0.0451" (18 Ga.) FLANGE EQUAL- or 6063-W 318" 0.063" INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: LEG Concrete(min.2.85 ksi) 1" 1-3/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C 1/4"steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 2&3,THIS SHEET_FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 0 a 1/4" steel Creteflex Concrete(min- 3.35 ksi) V 1-3/4" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min. 2.85 ksi) 2-1/2" 1-314" ❑❑�� ❑❑`:-:=_ 1/4"steel Ultracon P.T. Southern Pine(SG=0.55) T, 1-3f8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 1/4"steel Creteflex Concrete(min. 3.35 ksi) 2-1/2" 1-314" THIS SHI ET,ALL WOOr3 BUCKS LESS THAN 1-112"THICK ARE TO BE �� ( 3 1/ L CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF ❑ �� ❑ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED ❑ INTEGRAL ❑ D 1/4"steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) ,]-CHANNEL ❑ FiN ❑ 114" steel Aggre-Gator Concrete(min. 3.275 ksl) 1-112" 1-3/B" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ❑❑ [JL_1STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4" steel Aggre-Gate. P-T. Southern Pine(SG=D.55) 1" 1 318 RESPONSIBILITY OF THE ENGINZER OR ARCHITECT OF RECORD. o° °❑❑ Grouted CMU, (ASTM C-90) 2" 2" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida Building Group Anchor Substrate Min. Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. NOA-No.Cod¢ 17-0411.08 17tstance Embedment* E 2-1/2"x _131" Common Mail F.T. Southern Pine SG=0,55 3/6" 2-7/16' ���� ( ) &wy+,,�V LYNAJl N J R 03/27/ F f F Revised 8y: Date: .r Revision: Expiration Date 09/24/2020 L f�i 7 NO CHANGES THIS SHEET. ✓�J 2-1/2' Ping-shank Roofing Nail P.T. Southern Pine(SG=0.55) 3/B" 2-7/16, " .��,. �j '; By -� P.T. Southern Pine(SG=0.55) 112" 1-318" �' •' ;tCENs �_(. Revised By: Date: Revision. Miami Product Control D e #10 Trusshead SMS Aluminum, eO63-T5* 3/8" 0.050" No.58705 (steel, 18-8 S.S. „ or 410 S_S.) Steel Stud, Gar. S 318" 0.0451 (18 Ga.) = - O Descrrptrort: Drown By. IF or A36* 3/6" 0.050" - ``' : = GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 Q-' 1070 TECHNOLOGY DRIVE Data: P.T. Southern Pine (SG=0.55) 9/16" 1-318" THREADS ST Ep �� Title: #12 SMS Aluminum,6063 T5* 318" 0.063" BEYOND THE � f� N.VENICE,F� 34275 (steel, 18-8 S.S. METAL tt` coRIIOP- . � �• (941Y480-1600 HORIZONTAL ROLLER - LIVI Q5i15/15 Steel Stud,Gr. 33* 3/8' 0.05Q, % S'j �\ COPYRIGHT02017PGTINDUSTRIES,INC. Or 410 S,S.) SUBSTRATE. f� �" E �� ALL RIGHTS RESERVED Series/Model: Scale: Sheet: Drawing No. Rays Steel, A35* 31B" 0.050" f'A1L)rF1 ry1tIt]&,P.E. HR-5510 NT5 2 OF 1$ MD-HR5510-01 B P,E.# 38705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION BUCKSTRIP INTO CONCRETE/CMU. OPTION '1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE_INSTALLATION NOTES SHEET 2 {SEE SHEETS 6-$) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL '� "XO"OR"OX"SASH 114"MAX SHlfill EMBEDMENT FRAME INTO 2XWOOD 16 FRAME OR BUCKSTRIP. - � —� � 114"MAX.SHIM 19 16 30 2928 ° a: SEE NOTE 2,SHEET 2_ Q 13 20 OPERABLE 43 EDGE FLANGE EMBEDMENT #10 OR#12 STEEL 40 SRSH a FRAME SMS(135),SEE 37-39 z _ DISTANCE SHOWN TABLE 2,SHEET 2. dp ,I II II kl a � O 28 € 2 FIXED 41 ° a< ANCHOR TYPE, 1/4"MAX SHIM I J �� � � �� � 11 EMB EMBEDMENT AND 13 u LITE - VISIBLE VVV d —EDGE DISTANCE PER SUBSTRATE,SEE 72 LJ� �I LIGHT WEDTH a TABLE 2,SHEET 2. I 85 87 DADE APPROVED MULLION, 29 FBCCOMPLIANT �I VISIBLE 42 EXTERIOR © ALUMINUM/STEEL FRAMING FLANGE —� LIGHT WIDTH EQUAL OR STEEL STUD.MAY BE FRAME 72 24 OR 25 OR 26 14 -5 4 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE FIXED VERTICAL OR HORIZONTAL. SHOWN LIGHT SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8 NT)TYPICAL FOR ALL FRAME 43 (1)3-1/2"FROM EACH SASH HEIGHT L1TE TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A (OX) 22 OR 23 BACK 28 30 16 j 9 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR 43 FOR ALL"XOX"SASH OPERABLE OPERABLE OPERABLESASH SASH SASH VISIBLE ���-, I - ra �z-__1 a -- 21 OR 22 OR 23 LIGHT ii 11 II II II i] €I If 31 (SEE SHEETS 6(-�8p) HEIGHT , ii " 28 II l TYPICAL PICA{ 1-VR � .-�� I� -_� - 41 �- ALL SASH 16 `� FIXED - 86 VISIBLE LITE 5�7 VISIBLE 45 47 LIGHT WIDTH 1 r- - r _, LIGHT WIDTH T 29 FLANGE WEEP 81 SHOWN 87 85 1 FRAM o I� _J L_J�1 NOTCHES OPT. 29 15 L-- -- S0 011D 42 314"X 114" VISIBLE EXTERIOR 1-1f4"X 1I4" 34 25 OR LIGHT WIDTH 72 14 (SEE SHEETS 6-8)TYPICAL FOR 4 2 4 ALL"XOX"FIXED MEETING RAIL 33 BUCK WIDTH - = 114"MAX PRODUCT REVISED TL SHIM HORIZONTAL SECTION E-E (XOX) EQUAL-LEG FRAME as complying m with the Florida o N Building Code EQUAL LEG � 1`y1 f ,AL LATION AS PER SECTION A-A ABOVE SHOWN pp_ o, 17-0411.08 FRAME SHOWN d a a e. ° f `�� ��1( //�{ Revised By: Date: Revision: Expiration Daft-09 /24/2020 •` �' 4fi J R 03/27/17 NO CHANGES THIS SHEET. INSTALLATION EMBEDMENT 1.1c �rsF ,f� �r By OPTION 2 e �� = �' i Revised By Date: Revision: Miami-D a Product Control ANCHORED THROUGH No 5g705 FRAME DIRECTLY INTO CONCRETElCMU. EDGEIT? p Descriptions Drawn 8y: DISTANCE VISIBLE LIGHT FORMULAS I :' FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, (EQUAL-LITE,XO On �.cr TATE F 4�; 1074TECI-INOLOGYDRIVE EMBEDMENT AND EDGE VERTICAL' Dote: DISTANCE PER SUBSTRATE, s� � `r�ORIDP,. ��� N.VENICE,FL 34275 Title. SECTION B-B WIDTH:BUCK WIDTH l2-4 1l4 , C� ,• (s41)-48(}1600 HORIZONTAL ROLLER - LM 05/15/15 SEE TABLE 2,SHEET 2, HEIGHT:BUCK HEIGHT-7-11,V' 701Vfit ��� //1 f i I[i i 1 1 t t COPYR[GALLGr[Ts RESERVEDINDUSTRIES,INC. SerieslModel. Scale: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. CERT.OF AUTH.#29296 H R-5510 NTS 3 OF 18 MD-HR5510-01 B P.E.#58705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 6-8) NOTE 2,SHE1=T2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO2X EMBEDMENT ( FINXLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK- r 16 129 STRIP.SEE NOTE 2, EDGE 1/4"MAX.SHIM 19 16 30 SHEET 2. DISTANCE 13 28 EDGE 20 40 OPERABLE 43 DISTANCE J J-CHANNEL #10 OR#12 STEEL SASH ( FRAME SHOWN SMS(G5),SEE — 37-39 - - �l TABLE 2,SHEET 2. 0 28 TYP.ANCHOR TYPE, 1 41 .i' L EMBEDMENT AND 1/4"MAX SHIM FLITE -� VISIBLE ❑ SUBSTRATE,SEE EPER TYP.ANCHOR TYPE, FIN AND/OR LIGHT WIDTH� - _� TABLE Z SHEET 2. EMBEDMENT AND EDGE FLANGE MAY BE (rnn, - I DISTANCE PER SUBSTRATE, REMOVED IN-FIELD � (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. o $5 87 FIN O ' FRAME 13 DADE APPROVED MULLION, a I VISIBLE I 42 EXTERIOR p SHOWN 29 FBC COMPLIANT �1 LIGHT WIDTH f ALUMINUM/STEEL FRAMING 72 24 OR 21s OR 26 14 3 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 wiprH INSTALLATION HORIZONTAL SECTION C-C (OX 22 OR 23 OPTION s (SEE SHEETS 7-8) ANCHORED THROUGH 29 30 16 19 1S TYPICAL FOR FIN INTO METAL FLANGE MAY BE REMOVED 28 ALL XOX" ( ) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT SASH - SASH �� #10 OR 912 STEEL VISIBLE Gir= 37-39 � �= i -, a SMS(G5),SEE 21 OR 22 OR 23 LIGHT " OPERABLE a li I'i Ii li a TABLE 2,SHEET 2, (SEE SHEETS 6-8) HEIGHT SASH fLE �i �Li�w 28 ��� �-v� TYPICAL FOR I 41 ALL SASH I- -= 16 I a FIXED VISIBLE _LITE _ I VISIBLE 86 O 45 47 -� LIGHT WIDTH ff € LIGHT WIDTH OPT. 80 81 fC FIN o o �- FRAME S7 85 �- _ WEEP 29 SHOWN C-- --� o o -- -� ❑O NOTCHES ' 29 n 42 EXTERIOR 314"X 114" 25 OR 26 _,� VISIBLE _ 1 114"X 1/4° 3 O LIGHT WIDTH 72 14 �1, 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 BUCK WIDTH 3 114"MAX HORIZONTAL SECTION C--C XOX PRODUCT REVISED SHIM as complying with the Florida n C� (1)AT MID-SPAN OF INTERLOCK Building Corte INSTALLATION AS PER SECTION D-D ABOVE FIN FRAME 43 (1)3-1/2"FROM EACH SASH 1;III 111 i� NOA-No. 17-0411.08 CORNER AND(1)AT CENTER OF Revised Date: Revision: SHOWN SASH STILES/RAILS ��� �3Y �YN/! �i/ JR �'' Q3l27�1 Expiration Aat 9/24/2020 TYP.ANCHOR TYPE, `� GEN' .�fr r/ NO CHANGES THIS SHEET. EMBEDMENTAND ��' 4 �� By -" EDGE DISTANCE PER EDGE DISTANCE �`.' : � Revised By Date: Revision: Miami-Da Product Control SUBSTRATE,SEE SEE No.58705 "TABLE 3,SHEET 2. —�I EMBEDMENT �— � �"� .� � - Drawn B: Description: Y VISIBLE LIGHT FORMULAS FI �� ® J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL o INSTALLATION OPTION 5 '. sArl;a� ; (EQUAL-LITE,XO & OX) .C� tid 1070 TECHNQ!QGY DRIVE Date: ANCHORED THROUGH INTEGRAL FIN SECTION D-D 'f r40RI7A,. ' ���` N.VENICE,FL34275 Title: INTO2X WOOD FRAME OR BUCK- HEIDGHT BUCK HIE GHT 7-114'" ///SSA ��� (941WO-1600 HORIZONTAL ROLLER - LM 05/1 5/1 5 STRIP.SEE NOTE 2,SHEET 2. I�1r1 f�jj 4�t�� GOPYRIGALL G RIGHTS RESERVED INDUSTRIES,INC. SeriesfModel: Seale sheet: Drawing No. Rs A.LY MILLER,P.E. P.E,#587fl5 CERT.OF AUTH.#29296 H R-5510 NTS 4 OF 18 M D-H R5510-01 1B' .E SILICONE STRUCTURAL 7/$"NOM. 718"NOM, 7/8"NOM. 718"NOM. POLYISOBUTYLENE 114 NOM. WITH DESICCANT O KODISPACE 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5116"A/A PVB EXT.GLASS 76 7116"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3f8"AIR SPACE 4SG TPS 1/8"A GLASS 118"T GLASS 3/16"A_GLASS 3116"_T GLASS aEXTERIOR a EXTERIOR G]EXTERIOR a EXTERIOR INT.GLASS 76-79 7fi-79 76-79 76-79 HOT-MELT BUTYL. sTRSILICORAL NE GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE 3116"NOM. GLASS TYPE 5 FOAM WITH DESICCANT SUPER ---�-{ 718"NOM- � � 71$"NOM. � � 7/8"NOM. � � 718"NOM. �-•�— EXT.GLASS 77 SPACER®NXT T`� 5/16" H1H SG 5/16" H/H SG 5116" H/H SG 7/16"A/A SG 7f16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE INT. GLASS, 118"T GLASS 3/16"A_GLASS 3116"T GLASS 1/8"T GLASS ALUMINUM a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR REINFORCEMENT 7&-79 76-79 7fi-79 76-79 5116"NOM. BUTYL& DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM EXT.GLASS 7a DU RAS EAL® SPACER 1/2"NOM.GLASS 718"NOM, { — 718"NOM, 76-75 BITE TYP. 72 74 7/16"A/A SG 7/16"A/A SG INT.GLASS GLASS TYPES 5,7,11 &15 EXTERIOR 114"AIR SPACE 1/4"AIR SPACE ' MAY NOT BE USED IN THE 28 HVHZ ABOVE 30', POLYISO- DESICCANT FILL AREA 3/16"A GLASS 3/16"T GLASS BUTYLENE 5116"NQM. 29 75 a EXTERIOR a EXTERIOR GLASS TYPES 10-12&14 16 SEAL S€LICOI�#!=SEAL � 25 MAY NOT BE USED WITH = ROLL-FORMED �J J-CHANNEL OR INTEGRAL 76-7s xs-7s O RN FRAMES STAINLESS STEE a XL EDGE 33 PRODUCT REVISED EXT.GLASS 79 SPACER GLASS TYPE 15 GLASS TYPE 16 Bu complying ew�tn the Florida o I NOA-No. 17 0411.08 a a a a LNJ L N /// Revised B1^ Elate: Revision: Expiration Date 09/24/2020 e a • a , `���`�_ \,aGENs,6, f� JR 03/27/17 nlocHaNG�sTr�issH�ET. By a � INT.GLA55 TYP. GLAZING DETAIL = Revised By: Date: Revision: Miami-Da roduct Control No_ 58745 "A"=ANNEALED — — Drawn By. "H"=HEAT STRENGTHENED — Q Description., i ,� Description Materlal � � �� GLAZING DETAILS J ROSOWSKI "T"=TEMPERED �® A E O — 1 Q7[1 TECaHNOLOGY I]RIVE 76 Komm eding 4SG 7PS Spacer System "PVB"=.090"TROS€FOLO PVB BY KURARAY AMERICA,INC. .(� LV` litter Date: 77 quanex Super Spacer nXr with Hot Melt Butyl See this "SG"= .090"SENTRYGLAS®INTERLAYER BY KURARAY i FZORI0P%• �� N.VENICE,FL 34275 sheet r AMERICA,INC. '�� � ��� (941}480-1600 HORIZONTAL ROLLER WINDOW - LM 05/15/15 7$ Quanex Duraseal Spacer / �G Materials fVAL �4 caiG►rr*aa17pGrtNousrRiEs,INC. 79 Caniinal XL EQge Spacer FOR LAMINATE❑GAZING COMPONENTS,SEE TABLE 1, !t 1!€1 `€��� ALLMGWSRESERM Sevies/Model: Scale: Sheet: Drawing No. JRB ev: A.LYNNi I�LER,>a. CERT.OF AUTH.M296 HR-5510 NTS 5 OF 18 MD-HR5510-01 REFERENCE TEST REPORTS;FTL-8717,8968&8970 SHEET 2- P.E.t68705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Cflrifig. Max. Max. Glass Rein€_ Design Pressure ArlchorOuanEiEy TABLE 6: TABLE 7- 21 WidRh Height Type Level Glass Types Design Pressure=Ibsm" j Glass Types Design Pressure(Ibslft2) 5-8 for XO or OX Windows 5-8 €orXO or OX Windows 54, 1 6 6 17 1 9 54" 2 7 6 �$ 9 Reinf. Level R1 Al€Buck Heights up to 54" Reir�f. Leal R2 All Suck Heights up to 54" 63" § $ 3 8 7 19 10 or 53° 4 11 8 21 11 All Buck Widths +50 1-50 All Buck Widths ox 72' .6-8 4 10 8 20 10 up to 75" up to 75" +s�j 1-70 10-12 4 12 8 22 11 75 76' 14-16 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE. SEE TABLE 18 FOR ANCHORAGE 5-8 3 9 7 23 12 120" 63, 5&6 4 13 B 24 13 XOX 7&8 4 14 8 25 14 140" 10-12 4 15 8 26 15 14-16- 4 16 8 27 16 ���C�❑ HEADER HEADER 4"MAX.O.C. p SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT // f/ 5-ANCHOR {REINFORCEMENTS SHOWN SASH {REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL H1=1G}iT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAME TYPES& CONFIGURATIONS) 21 CONFIGURATIONS) 21 4"MAX.O.C. exreRloR SILL exrERlolz SILL ❑❑� �� / 4-ANCHOR a CLUSTER DETAIL SASH WIDTH SASH WIDTH o o MEETING RAIL �� MEETING RAIL 4"MAX.Q.C. —} ❑ �' � 24 0 25 7�if 21 21 21 21 f JAMB EXTERIOR JAMB EXTERIOR 13-ANCHOR o PRODUCT REVISED / CLUSTER DETAIL su a�^g Godewith the Florida NOTES: NOA-No. 17-0411.08 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR Expiration Date 09/24/2020 1`� ��( �� I� Revised By. Date: Derision; 8"MAX.O,C- INTEGRAL FIN. ; �1J �'i CORRECTED TASLEa. j `�°� tcEN �C J R 03127/17 s 4"MIN.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND - , (�i Mia i-Da raduct Control BUCK HEIGHT{SHEETS 3-4).SASH SIZE 1S AS Revised By: flute: Revision. PER THE FIGURE. Y N0o 58705 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - - NEXT AVAILABLE WIDTH OR HEIGHT —„ -�; - Drawn C f _ p Description: DIMENSION SHOWN ON THE TABLE 60t� d : a' / =� a � ; DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4)"114-1/2-1/4"AND"113-113 113"INDICATE THAT AE O �CI� THOSE STANDARD SASH CONFIGURATIONS i 'C �1. 1070 TECHNOLOGY DRIVE rtle: Date: CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE %C�� �ORIA.•' \� N.VENICE,FL 34275 ADJACENT COLUMN. "CUSTOM"INDICATES // /O (941)-4W_1600 HORIZONTAL ROLLER — LM 05f1 5/ 5 THAT NO STANDARD SASH CONFIGURATIONS I i f rNA 4 t t�\ cOPYRIG�o2©17 RTEIN��IES,INC. Scries/Model.• Scale Sheet: Drawing Na, Rer: FALL WITHIN THE RANGE, A.LYNN MILLER,P.E. HR-5510 NTS 6 OF 18 M D—HR5510-01 B P.E.9 58705 CERT.OF AUTH,#29296 TABLE 8: GI-s Types Design Pressure(Ibslfe) 5-8 for XO or OX Windows Rein€Level R3 All Buck Heights up to 6T' o ❑ All Buck Widths 75" +501-50 HEADER up to 75 SEE TABLE 19 FOR ANCHORAGE aTABLE 9: Glass Types Design Pressure(IbstW)for XOX 22 5-8 Sash Sash Width Windows Reinf.Lewes Configuration Range(in) Window Buck Height SASH R3 48" 54" 1 63" HEIGHT 35-1F4" %3 - 11-391 -11.391 +50.0 50.0 +50.0 -50.0 +50.0 -50.0 38" '/3 as s 12.308-12-308 +50-0 € -50.0 +50.0 -50-0 +50.0 ; -50.0 22 45 1i8" Y S-Y4 11.331 -13-397 +50-0 ' -50.0 +50.0 -50.0 +60-0 -50.0 %a- 13.398-14.683 +50.0 -50.0 +50.0 -50.0 +50.0 i -50.0 O 47-34" r/x-% 11.391 -12,297 +%0 I -50.0 +50.0 -50.0 +50.0 -50.0 '/3 f Y3 12.298-15.558 +50-0 -50.0 +50,0 -50.0 +50,G ' -50.0 EXTERIOR Custom 11.391 -12-016 +50.0 50_fl +50-Q 50,0 +50.0 -50.0 ❑� SILL 52-1,8" %f 12.017-13.397 +50.0 ; -50.0 +50.0 -5G-0 +50.0 -50.0 -% 13.398- 17.016 +50.0 -50.0 +50.0 -50.0 +50.0 i -50.0 m Custom 11.391 -13.397 +50.G .50,0 +50,0 -50.0 +50-G -50.0 SASH WIDTH a W.. Y Ya% 13.398 -15.360 +5&0 -5&0 +50,0 -50.0 +50.0 j -50.0 �`" C %- �a 15.361 -19.64i +50.0 -50.0 +50.0 -60-0 +50.0 ; -60.0 Custom 11-391 -13-397 +50.0 ; 0_Q +54.0 50.0 +SO.Q 10.4 �❑ o MEETING RAIL 75" % z- 13.398- 19,110 +50,0 -50.0 +50.0 -50.0 +50.0 ' -50.0 Q 25 19.111 -24.641 +50.0 -5fl.0 +50.0 •50.0 +50.0 -50.0 Custom 18-MG-1g.397 +50.0 , -50.0 +50.0 -50.0 +49.11 1 -49.1" 22 22 96" %fz-'la 19.398-24,360 +50.0 ! -50.0 +50.0 -50.0 +50.0 1 -5Q-0 .IAMB EXTERIOR Custom 24.361 -30.360 +50.0 ' -50.0 +50.0 SrJ.f� +50-0 -50.0 ' 129' f%-% -30.360 1 +50.0 i -50.3 +50.0 1 -50.0 1 +49.1' 1 -49.1' *+501-50 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 PRODUCT REVISED IN FIGURES APPLY TO ALL as complying with the Florida FRAME TYPES& Building Code CONFIGURATIONS) NOA-No. 17-0411.08 /V Revised By: Da Expiration Date 09/24/20 te: Revisiart: 20 I.... `� J R 03127117 NO CHANGES THIS SHEET. ~ ti SF Miami-D Revised 8ad rod cu t Control Date: Revision: No.58705 y' Drown $ _ p Description: r ;.Y NOTES: �� DESIGN PRESSURE TABLES J ROSOWSK1 STA 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. � ,� 4(/- 1070 TECHNOLOGY DRIVE 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. �ii�i� ��... P N.VENICE.FL 3€275 rifle. Dote. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 'ONAL O N\\ (941 Oppy COPYRIGHT PGTINDIJSTRIES,INC. HORIZONTAL ROLLER LM 05/'151 5 4)"114-'112-114"AND"113-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH r�i!1 I i I I 1�,l ALL RIGHTS RESERVED Selves/Model: Scale: Sheet: Drawing No. Ftev: RANGE IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. THE RANGE. P,E.#58705 CERT.OF AUTH.#2$296 H R-551 Q NTS 7 OF 18 MD-H RS510 01 B TABLE 11: TABLE 12: TABLE 13: ( Glass Types Design # ) Glass Types Glass Types I3esi n Pressure Ibsfft�)for gn Pressure tbslf€� far 5&6 sash Design Pressure(Ihs )for XOX Windows 10-12& 14-16 Sash Width TABLE 10: 8 XO or O Windows XO or OX 4tl�tldows Reinf.Level Configuration Range ;n Window Buck Height 2 ReinL Level Window Buck Height Reinf. Level Windom Buck Height (' } Glass TypE5 Design Pressure(Ibs/ft ) R4 36„ 48" 54" 63" 6-8 R4 48„ ,. 6T, R4 54„ 63" 76,. for XO or OX Windows 25-1f2" +65.0 1 -70.0 +65.0 -70.0 +65.0 , -70.0 25-112" +65-0 -1 i4.0 +65-9 ? -110.0 +65.0 i -110-0 Custom 11.391 -13.387 +65.0 70.0 +65.0 -70.0 +65.0 -70.6 +65.0 65.3 Reinf.Level R4 All Buck Heights up to 72" i 60"' %-f-% 13-398-15.360 +65.0 -70.0 +65.0 .70.0 +65.0 -70.0 +65-0 -70.0 2$" +65.0 ` -70.0 +65.0 -70.6 +65.0 l -7[k4 28" +65.0 -t 10.0 +65.0 , -110.0 +55.0 1 -i IQ_0 +65-0 i -70-0 +65.0 -70.0 +65.0 -7Q.D 36" -E-65.0 I 110.0 +" .0 ; -110.0 +65-0 ? -110.0 s '/3- - 15.361 -19.641 +65.0 -70.0 *65.0 -70.D +55.0 -70.D +t ,0 -7D.D All Buck Widths X 35" I x I Custom 11.391 -13.397 +65.0 70.0 +65.0 J69.6 +63.3 -63.3 +53.2 -53.2 Op to 75" +5t}1-5fl 42" +65.0 i -70.0 +65.0 70.0 +65.4 -74.0 42" +65-0 -110.0 +65.0 i -110.0 +Ia5.0 ' -110.0 -�d c, 75' %-Y2-% 13.39B-19.110 +65.0 -70.0 +65.0 -70.0 +65.0 1 -66.5 +56.2 -56.2 48" t65.0 I -70,0 +65.Q -70.0 +65.0 -70.0 0 48" +65-0 ` -110.0 +65-0 1 -110.0 +65.0 j -110,0 m SEE TABLE 20 FOR ANCHORAGE I %f-/ 19.111 -24.641 +65-0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 66.0 60" +135.0 ' .70,0 +65,0 -70-0 +65.0 I -70,0 60" +65-0 -110,0 +65-0 ` -110.0 +65.0 ! -93.9 Custom 18.360-19,397 +65.0 -70.0 +59.9 -59.9 +55.5 �5,,5 +49.1 -49.1 75" +65.0 70.0 +65.0 70,0 +54.3' -64.3 75" +65.0 -110-0 +5.5.0 103.5 +65,0 ; -$0.0 96" %-%-f 19,398-24.360 +65.4 -74.4 +62.1 f2.1 +58.0B.D +50.3 _ 0.3 *+65/-70 FOR GLASS TYPES 6-8 SEE TABLE 22 FOR ANCHORAGE Custom 24.361 -30.360 +65.0 -70.0 +65.0 -70A +85.0 67,3 +57.0 -57.0 SEE TABLE 21 FOR ANCHORAGE TABLE 15: 4 120" %-M-% ** -X.360 1 +65.0 1 -7D.0 +59.9 59.9 +55.5 -55.5 +49.1 -49.1 Glass Types Sash Design Pressure(Ibsfft2)forXOX � HERDER *" MIN.SASH SIZE= WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE 10"12 Sash TABLE 14: WidthWindows Reinf. Leal Configuration Window Buck Height Glass Types sash 5ash Range(in) 7&8 Design Pressure(Ibslfe)for XOX Windows R4 48" 54" 63" Width Reinf.Level Configuration 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110,0 Q R4 Range(in) Window Buck Height 6U' '/ t3.398-15,360 +65,0 -110.0 +65.0 -110.0 +65.0 -110.0 36" 48" 54 63 4- 2- 4 j-I J 15.361 t9.641 +65.0 -110.0 +65.0 �it0.0 +65.0 -110.0 23 Custom 11.391 -13.397 +fi5.0 -70.0 +65.0 -70•0 +65,0 -70.0 +65.0 -70.0 x Custom 11.391 t3.397 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 60" - -% 13.398-15.36D +65.0 7D.D +65.0 -70•0 +65.0 -70.0 +65,0 70.0 SASH 15.361 -19.641 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 +65.0 -t-0 75" Y4-%-% 13,398-19A 10 +65.0 -110.0 +65.0 -110-0 +65.0 -110.0 HEIGHT �a}- Custom 11.391 -13.397 +55.0 70.0 +65.0 70.0 +65-0 70.0 +65.0 -70.0 10A 11 -24.641 +.65.0 -110.0 +65.0 -110.0 +65.0 -110.0 { Custom 17.641 -19.397 +65.0 -110.0 +65.0 -110.4 +65.0* -104.6* 75" Y4_ f 13.398-19.110 +e5.0 -70,0 +6&0 -70.0 +65.0 -70.0 +65.0 70X 23 Y-/-/ 19,111 -24.641 +65.0 -70.0 +6&0 -70.0 +65.0 -70.0 +65.0 -70.0 96" /-/% 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0* -109.5' c Custom 18.360-19.397 +65.0 -70.0 +65.Q -70-0 +65.0 7D.4 +65.0* -G7.2* Custom 24.361 -31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 � � , , { + +85.0* -68.8* � 96' �-�-� 19.398 -24.360 65.0 -70.0 +65.0 -70.0 +65.0 70.0 I-y,.-y4 29.641 -32.515 +65.0 -110.4 +66.0 -114-0 +$5.0* -104.6* Custom 24.361 -30.360 +65.0 -70.0 +65A -70.0 +65.0 70.0 +65.0 -70.0 %-%-Ya 32,516-39.641 +65.0 -110.0 +65.0 -110.0 +66.0 -110.0 ExreRloR 120" %-%-/ ** -34.360 +65.4 -70.0 1 +65.0 -70.0 1 +65.0 700 +65.0* -67.2* _ 140" Custom '• -39,041 +65.0 -110.0 +65.0 -110.0 +65.4* -104.6* ❑� SILL +65170 FOR GLASS TYPI;8 SEE TABLE 25 FOR ANCHORAGE. "+65/-110 FOR GLASS TYPES 11 &12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59,28 WINDOW WIDTH-60.72 " MIN.SASH SIZE= 2 ! **MIN.SASH SIZE= 2 TABLE 16: Glass Types DesiSashgn Pressure(Ibslft2)for XOX SASH WIDTH 14-16 sash Width Windows [� SECTION DETAIL Reinf, Level Configuration Range(in) Window Buck Height MEETING RAIL FOR WINDOWS WITH t R4 48" 54" 63" El LEVEL R4 REINFORCEMENT Custom 11.391 -13.397 +65.0 -110.0 + 0 -110.0 +65.6 -114.0 65. ❑ 0 26 (REINFORCEMENTS SHOWN 60" - - 13.398-15.360 +65.0 -110.0 +65,0 -110.0 +65.0 -110.0 IN FIGURES APPLY TO ALL A/ 23 23 FLAME TYPES& a f-l3-/ 15,361 -19.641 +65.0 -110.0 +65,0 -110,0 +65.0 -110.0 CONFIGURATIONS) GLASS TYPES 10-12&14-16 JAMB EXTERIOR MAY NOT BE USED WITH Custom 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +65.0 -109.3 � o p PRODUCT REVISED I: J-CHANNEL OR INTEGRAL as complyingwith the Florida 75" %-�-% 13.398-19.110 +65.0 -110.0 +65.0 -110.0 +65.0 -102.0 u ® FIN FRAMES o Y3-/-/ 19.111 -24.641 +65.0 -110.0 +65.0 -110.0 +55.0 -102.9 Building Code 0 NOA-No. 7 7-047 7.08 00 Custom 17.641 -19.397 +65.0 -110.0 +6&0 -110.0 +65.0 -97.4 4 1 I I I t �\ �Y �Y��A Revised E9%, Date: Revision., Expiration Date 091241202p R. 96" 4- 2- 4 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 �� [� ,. NO CHANGES THIS SHEET. Custom 24.361 -31.641 +65.0 -110.0 +65.0 -110.0 +65,0 -88.4 ;� ��. ' 1.. `Y'�( 1i JR 0312711 By v SF .• l• 1201, 29,641 -32,515 +65.0 -110,0 +65.0 -109.8 +65.0 -84.3 � Revised i3y: Date: Revision: Miami-D a Product Control Y,-Y,-% 32.516-39.641 +65.0 -110.0 1 +65.0 -105.0 +65.0 -80,8 No.58705 140" Custom '+ -39.641 +65.0 1 -110.0 1 +65.0 1 -105.0 +65.0 1 -80 0 Aeacriptinn: Drown fV. SEE TABLE 27 FOR ANCHORAGE DESIGN PRESSURE TABLES J ROSOWSKI C) ST4E o f 1070 TECHNOLOGY DRIVE Date. NOTES: BY GLASS TYPE. %� oC A Z�� N.VENICE,FL 34275 Title: THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWEDtJ E L WINDOWS INSTALLED THRC� RID .• TABLES FOR ALL � � - 1 USE THESi=?A \ 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. �i// �, •..... ����� (941�a0-1600 HORIZONTAL ROLLER - LM 05//5115 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. // QJ�IA� X\� COPMIGHToxo1>'PGTINDUSMEs,INC. 4)"1f4-112-114"AND"t13-113 1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE Af I YI��Vli1+LLER,P.E. ALL Rl� s �D SerieafModei: Scale: Sheet: Drawing No. Rev: IN THE ADJACENT COLUMN- "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, p E#58705 CERT.OFAUTH.429296- HR-5510 NTS 8 OF 18 MD-HR5510-01 B 1 TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor anchor Spacing for"Integral craw E Grain i 5 - 8 Sash 30" Height 36" Height 48" Height 54" Height 30"Height 36" Height 48" Height 54" Height �t Width 30" Head - Head m Head Head QE Hear! E Head E Head � Fin Installation 3.8 4" Reinf. Level (in) $ 6111 `,° & Sill `; & Sill -" & Sill �; & Sill 1° & Sill & Sill & Sill .� R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Aachar Group A Ascher Group C as complying with the Florida 25-112" 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 31 FOR OX WINDOWS (XO SIMILAR.): Building Gode NOA-N o. 17-0411,08 15 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 ANCHOR QUANTITY PER JAMB IExpiration Date 09/24/2020 .14 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 i+C2+1 3 1+C2+1 . 3 By 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 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: Miami- a Product Control 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 SECTIpN +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 21 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 ADDED NOTE TO ANCHOR TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. v 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 a QTY.TABLES. Anchor Group B Anchor Group t3 SEE ELEVATION,SHEET 1 LO 25-112" 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+62+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 a 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 v� 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 -- - of 0 ~- > F-o t C) O O � 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 > > - m f SHEET i d w a�flp LO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 }+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE I O x "' l UJ 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, a-In SHEET 1 MEETING RAIL O a F �g 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 DLL � o ^°'d ❑ SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL a: L tD O Fy TABLE 1$: UQ FOR XOX WINDOWS: HW- LU00 ,7 �¢ J � �MQ Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY o �- � � I I, � 00 -8 Sash 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height PER JAMB z a� a �. LU U- Width Head -OE Head -0 Head " Head Head -¢ Head •0 Bead Head `0 HEAD AND SILL ANCHOR QUANTITY: � J C) E E E E � 1+C3+2+C3+1 4 I" Reinf, level (In) & Sill `; & Sill & Sill & Sill & Sill `; & Sill & Sill & Bill �; +1)ANCHOR AT THE SASH o 0) A CLUSTER OF(3)ANCHORS CENTERED AT THE MELTING RAIL to R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION � �aaWs +A CLUSTER OF(2)ANCHORS CENTERED AT THE MEETING RAIL � J 25-112" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH = � Q Z 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THL HEAD AND 1A ANCHORS AT THE SILL. ¢ z ajn� 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o p O o cs —� SEE ELEVATION,SHEET 1 � LO m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 — ' SEE ELEVATION,vATIaN,SHEET t � U `O 4,8" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 !� SEE ELEVATION,SHEET 1 U Q 0 � 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ____________-- ajii� asaQ sauces 75" 1 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, Anchor Group B Anchor Group D / x / Q X SHEET 1 �� y �Yf�� SEE — — �i`, ....... 25-112" 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, �� NSA' SHEET 1 SEE CLUSTER 0 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 I�sa, 587�5 DETAILS, •. -�= eY+ 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET5 REPEAT ANCHOR PATTERN AT SILL y� 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 I t ; 0a NOTES: �Z9 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 DfMENSIONS ARE BUCK WIDTH ��•' . $E OE M G 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max,Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). i '••......• 1. 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- Group SHEETS 6-8. ���►r; I I I+I ��� MINIMUM ANCHOR QUANTITIES SHOWN. .ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin" Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO4�. THE NEXTAVAILASLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS, 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 Spacing for"Integral- 5-8 30" Height 36" Height 48" Height 54" Height 63" HeightJE 30" Height 36" Height 48" Height 54" Height 63" Height Fin"Installation Width Head E Head E Head rz Head Head Head E Head E Head E Head E HeadE Anchor Anchor Reinf. Level (Ia) & Sill m & sill �' & Sill & Sill & Sill & Sill 10 &Sill (0 & Sill & Sill t° &Sill R3 � n � -� Group E Group l= Anchor Croup A Anchor Group C 3 4, PRODUCT REVISED as complying with the Florida 25-112" 12.147 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 41 1+C2+1 4 1+C2+1 4 Building Code NOA—No. 17-0411.08 15 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 Expiration Date 09/24/2020 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+C2+1 4 1+C2+1 4 1+C2+1 4 By 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+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 Miami"-Da Product Control a 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 ADDED NOTE TO ANCHOR 60" 29.397 2+C2+2 2 2+G2+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 QTY.TABLES.REMOVED 75" 1 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+132+2 2 2+C2+2 31 2+C2+2 4 2+C2+2 4 2+C2+2 4 a GLASS 6 FROM TABLE 20_ Anchor Group B Anchor Group D LO 25-112" 12.147 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 V- �C ca 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 L naa Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2*1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 W a to 0 o U 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 >Y LU 0 oC! f� a7°c7 FO a 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 } ti z 0 u7 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 Q m a � ? _ 75" 36.897 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 _j C) --T uMn a ❑ SEE TABLE$FOR DESIGN PRESSURE r 0Of056 TABLE 20: W Z CO < � W 2 N Max.Anchor O.C. .� --I Glass a Glass Types Anchor Quantities for XO or OX Windows � � 8.8 Spacing for Integral- a, o 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 r z >- W p Width Head fl Head lead jj:'j Head -Q Head Head `Q Head -M Head -0 Head " Head Head 1-0 Head " l- Reinf. Level (in) E E E E E E E E E E E Anchor Anchor _I CD & Sill & Sill & Sill `; & Sill `, & Sill " & Sill & Sill Sill &Sill S° & Sill Sill & Silt `, Group E Group F O gar R4CD z Anchor Group A Anchor Group C 3,2" 4„ ° o Q p J 25-112" 12.147 1+C2+1 2 1+G2+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 F Z 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 arms 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 o p 4 0 14 y N_ mLU 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+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 rr {) LL F 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+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 U Q O c 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: a!a 1 asaQ sai�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+G4+2 5 A FRAME BUCK DIMENSIONS AN ARE BUCK WIDTH AND `� BUCK HEIGHT(SEE ��� LYN/V Anchor Group B Anchor Group D 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 SHEETS 3-4).SASH SIZE S SHEETS 6-8. -b 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 "I+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 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 S1ZE5 NOT = 0 58705 SHOWN,ROUND UP TO - 42" 20.397 1+02+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+02+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE WIDTH OR HEIGHT � j Z TE 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 DIMENSION SHOWN ON �0, '. S �4OF (��: 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 4E2+r-34+2 +2 5 2+C4+2 5 THE TABLE. i Ct°so' ��ORIOA, 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 5 2+C4+2 5 3)SEE SHEET 9 FOR A �' 'ONAL SEE TABLE 10 FOR RESIGN PRESSURE GUIDE TO USINGTHESE 1 r#1 1 1 I I I O N i TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX,O.C.SPACING SHOWN ON THE ELEVATIONS. P_E.#k 58705 TABLE 21' Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor - sash Spacing for"Integra[- Group 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48"Height 54" Height 63" Height Width Fill" Installation Head Head E' Head Head Head Head OE Head Head Head Head �� Reinf. Level {in) & Sill � & Sill � & Sill & Sill & Sill & Sill & Sill `; 0 `� fO R4 & Sill & Sill -, & Sill PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida Building Code 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 17-0411.08 -15 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expiration Pate 0912412020 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 A By Miami--Dad roduct Control m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 i a 46" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 $©" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 ADDED NOTE TO ANCHOR a QTY.TABLES. 75" 36.897 2+C2+2, 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group 0 Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 z 28" 13.397 1+C2+1 2 1+C2+1 3 I+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 w V UJI 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+C2+1 4 1+C2+1 4 1+C2+1 4 j o C) O 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 aapQ j 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 41 1+C2+1 4 1+C2+1 4 N 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 O _j �a 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 O N �Mo�a SEE TABLE 11 FOR DESIGN PRESSURE U U 6 E- j TABLE 22: LU _ ¢ W oN 00 GLASS TYPES O LEJ re 00 Glass Types Anchor Quantities for XO Or OX'llriindows 10-12&14-16 MAY 0 � 10-12 & 14-16 Sash NOT BE USED Z Q F-- 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 Width r� E n n sa -0 ® OR INTEGRAL FIN --i In Head Head Head Head Head Head Head E Head Head Head Head Head FRAMES I Reinf. Leval { & Sill 0 &Sill 1z & Sill m & Sill cu & Sill & Sill C° & Sill m & Sill S0 & Sill �° & Sill &5il[ `° & 5i11 CD Z $ R4 -� -� s 7 -� � as Anchor Group A Anchor Group C v J s 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 Q Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 a 1+C3+1 5 ¢ LC atn s 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 a Q m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 LO 3 1+G3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 U „.O Lo 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 < Y 3 i 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 al#!1 �sa� sauas � NOTES, 75" 36.897 2+C2+2 2 2+C2+2 3 2+G3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAMEDIMENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group p D BUCK HEIGHT(SEE CEN 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 1+C2+1 2 1+C2+1 3 1+G2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS HE SASH SIZE IS L fi C , AS PER THE FIGURES ON _� •' 45 28" 13.397 1+C2+1 2 1+02+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 SHEETS 6-S. t�to.587D5 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 a 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FQRsizesNOT �-� : SHOWN,ROUND UP TO 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+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 s� ; THE NEXT AVAILABLE ® A M�� 75" 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 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT i 'cLORipP DIMENSION,SHOWN ON 29,397 2+C2+2 2 2+02+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. f�i/�bNAL ����� 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 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 f j! r i l l l 4 `� 3)SEE SHEET 9 FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A-LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.Q.C.SPACING SHOWN ON THE ELEVATIONS. TABLES_ P.E.#58705 i TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS_ Mass Types Anchor Quantities for XOX Windows 5-8 Sash 24"Height SW Height 36"Height 48"Height 54" Height 6jHelght24" Hei ht 30" Hei ht 36" Hei ht 4t3' Hei ht 54"Hei ht 63"Hei ht Sash 9 B g � 9g 9 9 9 9 5Contigulation Width .a A ° Q -Q - .0Reinf. Level Range(in) Head&Si!! Head&Sill Head&Sil} Head&SiII Head Si11 He Head&SII1 Head&Sill Haad&Silt Head&5i11CIF Head&Si1! Head$51lI-� R3 Anchor Group A Anchor Group C PRODUCT REVISED 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+C+C2+i 2 1+CZ+O+C2+1 3 1+C2+p+C2+1 4 1+C2+fl+C2+1 4 i+C2+0+C2+1 4 as cornpfying with the Florida Building Code 38" %a-f-% 12.308-12.308 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 i+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 11+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+p+C2+1 4 NOA-No. 17-0411.08 -%-% 11.391 -13.397 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+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45-if8" -f-%3 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+0+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+0+C2+1 4 1+C2+0+C;2+1 4 1+C2+0+C2+1 4 By 47-3/4" '/a-Y,-Y4 11.391 -12,297 1+C2+i+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+CZ+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+CZ+1 4 Miarni-Dade~roduct Control f-% 12.298-15.558 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 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 11+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+02+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 ADD"Q 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+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 QTY,T NOTE TO ANCHOR 52-118" �-�% � RTY.TABLES. -%3-% 13.398-17.016 itC2+0+C2+1 2 1+C2+C+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+4 4 1+C2+0+C2+1 4 1+C2+0+02+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 -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+CZ+1 2 1+C2+1+02+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 6T %-?4-f 13.398-15.360 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 41 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 r 15.361 -19.641 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+O+C2+1 4 1+C2+0+C2+1 4 1+C2+C+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 4Lu Lu r N— Custom 11.391 -13.397 1+02+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 i+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 w a o LO Q q 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+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 rn> o J-y3-%3 19.111 -24.641 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 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 � z LL a�DQ La LO Custom 18.360-19.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 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 1+C2+3+C2+1 4 1+C2+3+C2+1 4EL jz 96" %-%-'/a 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+C3+3+C3+i 4 i+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 �� �g 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+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+C2+2+C2+1 4 1+C2+2+C2+1 4 Z L cD� uMn1C7 120" ''/z-''/a ** -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+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 L O UJ Anchor Group 8 Anchor Group D ¢00 °N t- .-t Sn10 35-1l4" %-%-% 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+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+O+C2+1 4 C) LU [ ] co CL 38" %-Y% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+i 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 0 Y 11.391 -13.397 1+G2+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+O+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 W ILL [] 45-1/8" Y3-%-%a 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+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+0+C2+1 4 {�1 1-- -%-% 11.391 -12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 i+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+02+1 4 O N ry ways 47-31,V -%- 12.298-15.558 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+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 � -1 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+02+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 7� Cy H Z 52-118" %-%z-Y, 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+G2+1+C2+1 4 1+02+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 ¢ z alnaS I 13.398-17.016 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 O 0 Custom 11.391 -13.$97 1+C2+1+C2+1 2 i+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+1tG2+1 2LO 1+C2+1+C2+1 2 1+G2+1+G2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 60" l-%-% 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 i+C2+1+C2+1 4 1+C2+1+C2+1 4 U Z -/ %- 15.361 -19.641 1+C2+0+02+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2t1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+'I 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 rC 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 al�L[ 'asaQ saiaas 75" /-f% 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+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i+C2+2+C2+1 4 \�\0� Y LYNN����, %3-%-% 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 LiGEN�'. 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 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 ' •(� 96" %-%-% 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 'I+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+02+3+C2+1 4 1+C2+3+C2+1 4 = NO. 58705 � J 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+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 — _ 120" %-%x-''/a *" -30.360 1+G2+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+02+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1tC2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 4 � SEE TABLE 9 FOR DESIGN PRESSURE =ATE bF UJ� WINDOW WIDTH-59.28 NOTES: : R MIN.SASH SIZE_ 40i2fDP.`.. - 2 1 FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3 4). �i N Max.Anchor O.C. Anchor Anchor ASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ��� Spacing fat~"'Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,�j���A1� ICI„ Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2. � 4 4)"V4-112-1/4"AND"1/3-113-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLrR,RE. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE FLANGE, P.E.#58705 TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5&6 Sash „ " ° Sash 24 Height 30 Height 36" Height 48'Height 54' Height 63' Height 24" Height 30" Height 36 Height 48 Weight 54° Height 63' Height Configuration Width Reinf. level Range (in) Head& Sill E Head&Sill S Head&Sill R4 Head &5k11 Head&Sill Head&Sk1I ro Head &5k11 Head &8il1 Head&Sill Head&Sill Head&Sill Head &Sill PRODUCT REVISED Anchor Group A Anchor Group C as complying with the Florida 35-114' Y-%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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building Code 38" %-%-% 12.308-12.308 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+O+C2+1 4 1+C2+0+C2+1 4 NOA-No. 17-0411.08 Y,-f-Y, 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Expiration Date 09/24/2020 45-118" 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+O+C2+1 4 1+C2+0+C2+1 4 ��-f-� 13.398-14.683 By_ f-%-r 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+02+1+C2+1 4 Miami- ad roduct Control 47-314" -y3-y3 12.298-16.558 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 11+C2+0+C2+1 4 1+C2+0+C2+1 4 11+C2+O+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 m t '5 52-118' f-y2-% 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+£2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a -%-% 13.398-17-016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 11+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 no 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 i+C2+1+C2+1 4 1+C2+1+C2+1 4 � a 60" YI-Y-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 na Y-%-r 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 ]+C2+0+C2+1 4 1+C2+0+C2+1 4 r LU Custom 11.391 -13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+CZ+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 LU E I'.t� O � 75" Y,-%-'Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C241 4 1+C2+2+C2+1 4 Of 0 o � a}oQ LO -%%3 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 ti z a) Ln ui (� 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+02+3+C2+1 4 1+C2+3+C2+1 4 W, 14-'r 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+C2+3+C2+1 4 a �8 Tr 0 -j O uM 01Q Custom 24,361 -30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 ZZ O Lj 12U' Y4-Ya-Y44 -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 Anchor Group B Anchor Group 0 I— W ..1 DMa 00 35-114" %--%-Y, 11.391 -11.391 1+C2+0+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 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+G2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 > Q , 38" f-Y-Ya 12.308-12.308 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+C2+0+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+0+C2+1 4 1+C2+0+C2+1 4 z am H tL. 45-1lg" Y-Y2-Y 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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 -%-% 13.398-14.683 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 1+C2+0+C2+1 2 ]+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 O 47 3I4' - -% 11.391 - 12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+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 We Re,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 O to } ys 1-�-% 12.298 -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 1+C2+O+C2+1 2 9+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 i- Custom 11.391 -12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+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+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+02+1+C2+1 4 [� z 52-118" %-.j-% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+G2+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 i+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 ¢ a�oas -Y-Y3 13.398-17.016 1+C2+0+C2+1 2 1+02+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+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 p m LO Custom 11.391 - 13.397 1+02+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 1+02+1+C2+1 2 1+C2+1+C241 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C241+C2+1 4 { Q' LO 6U' f-%-' 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 LU 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 o LL '/3-Y Y 16.361 -19.641 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+C2+0+C2+1 4 9+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+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 = al}i� asRQ sa?res Custom 11.391 -18.397 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+02+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" '/a-YI-% 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+C2+2+C2+1 4 1+C2+2+C2+1 2 i+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 �I��`/ -%-y 19.111 -24.641 1+C2+1+C2+1 2 1+02+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 \� `ter 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 ]+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 ��� ' �10Ety� 96" Y4-%-% 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+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+C241 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 1do.58705 Custom 24.361 -30.360 1+C2+2+C2+1 2 14C2+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 t+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" %-Ya-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 11+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 . SEE TABLE 13 FO DESIGN PRESSURE —� WINDOW WIDTH-5928 NOTES: R % ,Q s�7E� •' �F *MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). (CtipR1O� Max. Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMEN81ON SHOWN ON THE TABLE. Spacing for"Integral- 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLE5. in" Installation �� 4)"114-112-1l4"AND"113-113-]13"INDkCATE 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 I TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN, ALI-ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. 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ItV,2 1 4 _- / Yr- • �= SEE TABLE 14 FOR DESIGN PRESSURE 0 MIN.SASH SIZE= WINDOW WIDTH-59.28 NOTES: f .(� STA7Efi <C/ - 2 1 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 3-4 .SASH SIZE IS AS PER THE i 'r40 Max.Anchor O.C. Anchor ) ( ) ,f S F210P.. � FIGURES ON SHEETS 6-8, fff� Spacing for"Integral- Group 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /�11 1VAL 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. 1►J t I Fin" Installation 8.7" 4)"114-112-114"AND"113-113-1/3"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 i I TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.0_C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 10-12 Sash Sash 24"Height 30" Haight 36' Height 48"Height 54"Height 63"Height 24"Height 30"Haight 36"Height 48"Height 54"Height 63"Height Configuration Width a sz 9 Q a xa n sz Q Reinf. 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InJ pc 33" %s%-Ya 12,308-12.308 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+C2+0+C2+1 4 1+C2+D+C2+1 2 1+G2+0+C2+1 2 1+G2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2�1 4 1+C2+O+C2+1 4 T n- X- 11.391 -13,397 1+C2+0+C2+1 2 1+C2+0+C2+4 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+O #+C3+1 4 1+C2+ 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+C3+0+C3+1 4 o %% LL �15 118" � -%a- 13.398-14.683 i+C2+0+02+1 2 1+C2+p+L`2+1 2 1+C2+0+C2+1 3 1+C2k0tC2f1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 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+0+C2+1 4 1+C3+0+C3+1 4 JJ LO 11.391 -12.297 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+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+02+1 3 1+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1- 'r- 47-314" `p $asys Y Y Y3 12.298-15.558 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+C3+0+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+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 pcli J Custom 11.391 -12.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 Q F-- 62-118" %-%-% 12017 -13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 i+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+0+C3+1 4 z t Z aroas -� 13.398 -17.016 1+i 2+0+C2+1 2 1+C2+0+C2+1 2 1+G2+O+G2+1 3 1+C3+O+C3+1 4 1+C3+O+G3+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 ¢ Y 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+C3+1r42 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+C3+1 4 O m 60" - -'/a 13,398 15.360 1+C2+2+C2+1 2 1+C2+2+G2+1 2 1+C2+2+C2+1 3 1+C2+2+G2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+12+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+G3+1 4 (} o Y�% 15.361 -19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+O-+C3+1 4 1+C4+0+C4+12+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 i+C4+0+C4+1 4 0 Z c Custom 11.391 -13.397 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C3+3+C3+1 4 1+C3+3+G3+32+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+C3+3+C3+1 4 � 75" Y,-Yz-% 13.398 -19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+r,4+3+C4+12+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+03+1 4. 1+C4+2+C4+1 4 aA!1 'asap sauas 19,111 -24,641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+12+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 custom 17.841 -19.397 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3r1 4 1+C3+4+C3+1 4 1+C4+4+C4+1C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+04+4+C4+1 � �� � 96" %-�- 19.398_24.350 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+G3+4+C3+1 4 1+C4+4+C4+12+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4CEJ�f�-�-% 24.361 -31.644 2+C2+2+C2+2 2 2+C2+3+G2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+t",4+3+C4+22+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4Y-yz-f 29.641 -32,516 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2tC3+4+C3+2 4 2+C4+4+C4+22+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4+C4+2 4 �p 587t)5120" %-%-Y3 32.516 •39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+G4+4+C4+2 4 2+C5+4+C6+22+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 140" Custom *x 39,841 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+G2+2 3 2+C3+ + + +C4+4+C4+2 4 2+CS+4+C5+2 4 2+C2+3+C2+ r 4 C3 2 �€ 2 2 2 2+C2+3+C2+2 2 2+G2+3+C2+2 3 2+C3+4+C3+2 4 2+C4+4+CA+2 4 2+C4+4+C4+2 4 NOTES! SEE TABLE 15 FOR DESIGN PRESSURE F 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 S1ZE IS AS PFR THE FIGURES ON SHEETS 6-8. � �IA� ���� MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �� � 3)SEE SKEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)"1/4-112-1/4"AND 113-113-1l3 INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITH€N THE SASH WIDTH RANGE A_LYNN MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. RE.A 587n5 I TABLE 27' MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.Q.C.SPACING SHOWN ON THE ELEVATIONS. Class Types Anchor Quantities forXQX Windows 14-16 Sash 24"Height 30"Height 36" Height 48" Height 54"Hei ht 63"Height 24"Height 39'Hei ht 36"Height 48"Hei N 54"Height 63"Height Sash S 9 9 9 9 S 9 9 9 9 8 9 Configuration Width ca -0 a a cs Reinf. Leal Range(in) Head&Sill Head&Sill W Head&Sill m Head&Sill Head&Sill Head&Sill Head&Silt Head&Sill Head&Sill head&Sill Head&Sill Head&5tli R4 Anchor Group A Anchor Group C 35-114, %- -ys 11.391 -11.391 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 PRODUCT REVISED 38" % Ya-Y3 12.308 -12.308 1+C2+O+C2+1 2 1+C2-�C+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 as complying with the Florida Building Code -% 11.391 -13.397 1+C2+0+C2+1 2 1+Q2+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+C4+1 4 NOA-No. 17-0411.08 45-118° ''/s-%-Y3 13.398 -14.683 1+C2+0+02+1 2 1+C2+-0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Expiration Date 09/24/2020 -% 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+C4+1 4 47-314" l-%-% 12.298-15,558 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C3+o+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 BY Miami-Dad roduct Control Custom 11.391 -12,016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 52-118" %-y y4 12,017 -13,397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 t �-� i3.398-17.O1fi 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+CeI+0+C4+1 4 1+C4+0+C4+1 4 ADDED NOTE TO ANCHOR %3- custom 11,391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 OTY,TABLES. m 60" %-%z-'/a 13.398 -15.360 Not Aflowed 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+C3+1 4 i+C4+2+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+CS+1 4 -%-•'f 15.361 -19.641 � CTfJ Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+04+1 4 1+C4+3+04+1 4 z - LO Aa� 75" %%% 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+C4+3+C4+1 4 1+C4+3+C4+1 4 en = �- 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+D+C3+1 3 1+C4+0+24+1 4 1+C5+0+C5+1 4 1+C5+O+C5+1 4 W tr D O -%-fi 19,111 -24.641 > W ca C Custom 17.641 ,19.397 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 i+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 p[ :D> 961, -��-'/a 19.398 -24.3fi0 1+C2+3+C2+1 2 1+02+3+Q2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 W a1DQ LLO Y3-%-�s 24.361 -31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C4+3+C4+2 4 2+C4+3+C4+2 4 1+C4+2+C4+1 4 (D CN 7 �✓ -1-% 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 co R= umo 120` 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+24+3+C4+2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 LL C) 0-%-� 32516 •39.641 Z cv— 140" Custom -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 U W o O Anchor Group B. Anchor Group D LLl 2 00 = ¢ L IJ 'ON z �r 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+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+22+0+C2+1 4 ? - or J %-Y% 12.308 -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 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 C) � n- Q -%-'/a 14,391 -13,397 li+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+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Z Q L- 45-118" k�,- W %-y-'/s 13.398 -14,663 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 --j 47-314" Y4-YI-Y4 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+4+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 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+C4+1 4 0 — as %3 -% 11298 -15.558 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+03+0+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+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 O N < Custom 11.391 -12.016 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+r-4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 J+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 F- 52-118" %-%z-% 12.017 -13.397 i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1 1+C4+O+C4.+1 4 1+C4+0+C4+1 4 0 z Z a1anS Ya-%-Y, 13.398 -17.016 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+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 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 ¢ 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+i 4 1+02+2+C2+1 2 i+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 p Q N T— U 60" ,-f 13,398 -15.360 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+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C4+1+C4+1 4 L0i3 15.361 -19,641 1+C2+0+C2+1 2 1+C2+0+(;2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C5+O+C5+1 4 C) Z O v c Custom 11.391 -13,397 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C.g+1 4 1+04+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+C4+1 4 1+C4+3+C4+1 4 _ 76" '/ 13.398 -19.110 i+C2+2+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+04+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+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 a1t� 'nsaQ saraa5 4' 2, A %-%-'/s 19.111 -24,641 1+C2+0+C2+i 2 1+C3+0+C3+1 2 1+03+0+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1+C5+O+C5+i 4 1+C5+O+C5+1 41 �\`� Custom 17.641 -19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C3+4+C3+1 4 i+C4+4+C4+1 4 1+C4+3+C4+1 41 �� ��Y -YNN 96" %- % 19.398-24.360 1+C2+3+C2+1 2 f+C2+3+C2+1 2 'I+C2+4+C2+1 3 1+04+4+C4+1 4 1+C4+4+C4+1 4 i+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 i+G4+3+C4+1 4 �\ �� •' �10EIVS (� !f 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+C4+3+C4+2 4 i+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 -%-% 29.641 -32.515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C2+3+£2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 No.58705 - 74 yk 120 %3-%% 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 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+2+C4+2 4 � - 140" Custom ** 39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+r-4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 NOTES: SEE TABLE 16 FOR DESIGN PRESSURE �0 STATE C)F �Ll: 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). {CORIDA.• SHEETS 6-8, GLASS TYPES 10-12&1416 **MIN.SASH SIZE_ WINDOW WIDTH-60,72 SASH SIZE I 2 FOR SIZES NOT SHOWN,ROUND S AS PER THE FIGURES ON TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NAB- MAY NOT BE USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)"114-112-114"AND"113-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E_ 0 FIN FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 28: Bill of Material 3.540" 3,500"� 3.500" 3.504" # Part Description Material .0621. .062" 062' 062"�� �� 1 620121 Frame Head, Sit]and Jambs-J-Channel PVC 2 620122 Frame Head, Sill and Jarnbs -Flange PVC 3 620123 Frame Head, Sill and Jambs -Fin PVC 4 620124 Frame Head, Sill and Jambs-Equal Leg PVC �J 2.445" 2.445" 2.445" 2.4A5" 13 620172 Anti-Litt Insert 1 Trim Cover PVC LJL LT 14 62013 Fixed Meeting Rail PVC �� ❑❑ 15 620158 Track Insert 6063 T6 Al � � �� 16 620129 Sash Rail(Sides, Top& Bottom) PVC 17 620166 Monorail 6063 T6 AI .625" I J-CHANNEL 625 FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6063 T6 Al 1.375 O FRAME HEAD,SILL UU O HEAD,SILL& 1.375' ( 3 )HEAD,SILL& 4Q HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC &JAMBS JAMBS JAMBS JAMBS j 21 620150 Light Sash Reinforcement 6063 76 At 22 620151 Standard Sash Reinforcement 6063 T6 AI 1,172" -�-i 1.641" 231 620152 HD Sash Reinforcement 6063 T6 A] 1.437" 1.507" 24 620153 Standard Meeting Rail Reinforcement 6005 T5 Al j 25 620154 HD Meeting Rail Reinforcement 6005 T5 Al 2.100" 2,176" 26 620155 H.D. Horiz. Roller Meeting Rail Reinforcement 6005 T5 A] 772, 465° o 1.020" 1.375" 27 74OX114PPA #10 x 1-1/4" PH. PH SDS (Monorail Screw) 410 SS 59D" .471" 28 61644 Weatherstrip, .18T'x .270" Fin Pile - 065" � I 060" -�-1-�- 070" .050" 29 61710 Weatherstrip, .187"x -00" Poly Pile �1 1.231" - -�I 1.400" t ANTI-LIFT INSERT FIXED TRACK LIFT RAIL LIFT RAIL 30 #�8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 13 &TRIM COVER 14 MEETING RAIL 15 INSERT 16 SASH RAIL 18 INTERLOCK 2fl INTERLOCK COVER 31 78)G12PPA #8 x 3A/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 716695P Meeting Rail Screw Support Plate 6063 T5 A] 316" 070" 33 720210 Weep Hole Cover PVC .300" �`"� 1.100" 060„ .864" 34 720187 Installation Screw Hole Plug PVC � 175" 37 720197 Auto Lock C Steel 750" .754" 7i 5" 715" 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Gast Zinc 025" ��-� .035" --► �y+-� 1.185" 40 #6 x 1-118" Ph. FH SDS (Auto and Sweep Lock Screw) SS LAMI IG ROLLED I EXTRUDED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 8t} SCREEN FRAME 81 SCREEN FRAME 21 REINFORCEMENT 22 SASH REINFORCEMENT 42 76)34PPA #!6 x 3/4" PH. PH SDS (Keeper Screw) SS i 43 7612FPTX #6 x 112" FPH Tek (Reinforcement Screw) SS C70" .280" 44 Leadstile Top Comer Key Nylon f-" 1.182" �- 1.182" �- T4 45 Leadstile Bottom Comer Key Nylon 1-184" 470" 094" 46 Lockstile fop Comer Key Nylon .070" .791" 1.036° 1.041" 1. 1" "UL J 1.z29" 47 Lockstile Bottom Corner Key Nylon 810" � � 130" � 164" � N074 48 720204 Wheel Nylon "1 tom" .150" 1.331" - _,,�I 1.340" 1 A40" �- 72 620135 Larni. I.G. Bead PVC Hp SASH STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 Backbedding, GE 7700 or Dow 791 Silicone 23 REINFORCEMENT 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL as Building complying the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT 75 7158415 Setting Block (7/8"x 2"x 118"), 85 t!-5 durn. EPDM NOA-No. '17-0471.Q8 80 61011 Roll-formed Screen Alum vv 7r Revised By: Date: Revision: Expiration Date 912 412 0 2 0 81 61012 Extruded Screen Frame Alum �� Na CHANGES THIS SHEET. ®�Y LYNX '% J R 03/27/17 By reader Bar Alum ....- 82 Extruded Screen Sp Miami-Da roduct Control ��\ '� LtGEtV� �� 83 47042W Screen Comer Key with Pull Ring PVC _ , Revised Date: Revision: 84 47041WIGKGLB Screen Comer Key No Pull Ring PVC No,58705 85 7CASPM Tension Spring SS t2re Description: Drawn By: a 86 61816C48 Screen Cloth Fiberglass try WINDOW EXTRUSIONS & BOM J ROSOWSKI 87 61635161614 .140 Screen Spline Machine/Hand Rolled ' 0 SATE /�,� : 107o TECHNOLOGY DRIVE p ( } -vinyl. �'� F "�w N.VENICE,FL 34275 ride: (941)480-1600 HORIZONTAL ROLLER - LM 05/15/15 NOTES: /ONA GOPYRIGKrC 20V PGT INDUSTRIES,ING. ,! 1)ITEMS#5-12, 18,35,36,49-71 &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. I'! � �t� AL RIGHrSRESERVE€� Series/Model: Scale: Sheet: Drawing No. Rev: 2)PVG BY ENERGI WINDOW AND DOOR PROFILES, LTD.,TO BE LABELED FORAAMA EXTRUDER CODE. A•iL #ill IJiILI��R,P.E. CERT.OFAJTH,#29296 HR-551 0 NTS 17 OF 18 M D-HR55'I 0-(}1 B RE,#58705 �_ T1 16 SAS HTABLE29: ASSEMBLY Egress Lock Bill of(Material MITERED FRAME WfTH 44 DETAILS ® Part# Description Material 1 INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Multi-Pant Lock Operator Cast Zinc 1s 42 10� © 101 73340 Operator mounting Plate Steel 31 102 72015 Multipant Lack Keeper Aluminum 103 720214 Multipoint Lock Guide Nylon 32 EXTERIOR 46 ATTACHED TO SASH RAIL 104 220217-221 Tie Bar(Length Varies) Stainless Steel 1 �? 105 71024X12HFX #10 x 1/2"HH NIS Stainless Steel 106 78X1FPAX #9 x 1"Ph. FH 8MB Stainless Steel 72 X4 107 78>(?5FPTX #8 x 34' Ph. FH SAS Stainless Steel 19 O 17 ATTACHED TO 103 30 FRAME JAMB 27 j EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE 39 86 83 OFt 8j 42 - 104 87 OPT.AUTO LOCK 45 a ATTACHED TO PRODUCTREVISED as complying with the Florida FRAME JAMB Building Code 48 1 o6 NOA-N o. 17-0411.08 Expiration Date 09/24/2020 42 ® By 16 - Miami- ad roduct Control 14 107 OPT. 72 38 _Q X4 40 i 41 41 �r OPT.SWEEP LOCK ATTACHED TO 42 1 FRAME JAMB 80 OR 81 15 ® 1070 TECHNOLOGY DRIVE MITERED FRAME WITH ® N. VENICE, FL 34275 1 INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-4$0-1500 CERT. OF AUTH. #2920 SCREEN \.�NO�A'� LYNN �, Revised By: Date: i Revision: ASSEMBLY �` + 4f/ 1��� JR 03/27/17 NO CHANGES THIS 5HEET. �IGENSF DETAILS ;" V,- _t�`�'� Revised By: Data. Revision: NO. 58705 _ Description:' esch tion: Drawn 83 OR 84 y0 E ROSOWSKI EXTERIOR FRAME ��` EKPLODED WINDOW VIEW J ASSEMBLY _f`�°° SriTi=+3 (U� ray: Dntg.d °PA P''° N�` HORIZONTAL ROLLER - LM 05/15/15 NOTES: DETAILS •,� ����• 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �� ���l NAL 1��\ SeriesfModsi: Scale; Sheet: Drawing Na. Rev, 2)J-CHANNEL FRAMF SHOWN, PART#I.OTHER FRAME TYPES APPLY. 0LILER,P-E. A.1YNI�i 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.#58705 HR-5510 NITS 18 OF 18 MD-HR5510-01 B