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Product Approval (2)
a } DEC 00 2018 MI DADS ST. Lucie County, permitting MMI-DADE COUNTY EMA 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.miamidadegroy/eeonomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 FILL U%Jpy 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 Hi Veloci 'cane Zone. DESCRIPTIO Series"HR 5510" VC Horizontal Rolling Window—L.M.I. APPROVAL D g No.MU-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 sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's mane 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. 411.08 MIAMFDADE COUNTY Qt!!!) 4,2020�Z 1 i.I 1,2017 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 05/15/15, 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,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0 714.17) 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.15-0903..10) 3. Test reports on: 1)Asir 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.15-0903.10) 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 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowu wED) 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-51h 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. PrPduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a'Edition(2014)and FBC- 61b 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. roduet Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2S ANCHORS,SEE DESIGN PRESSURE RATING I IMPACT RATING"' CLUSTER DETAILS SHEET {I,, 12-314"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8°MAX, -+-i I_.-_ � I -�0•� .1-114" LEVEL.SEE SHEETS 6-B IMPACT RESISTANT SHEET3 SEE SHEETS MAXIF a1s D,SEE 2.5 ANCHORS,SEE CLUSTER 15.86" I - A SEE - -" C. SHEET4 DETAILS SHEETS MAX O.C. -.-{ '1— 10.04'MNSEE SHEET 3 10'MAX" IP MAX. -�{ I-+- _,._. —SHEETS C,SEE _ -�--- _ - A SHEET4� 10'MAX I J 'E,SEP C SHEETS 19° 76" � iEEQUALLY MAX.O.C. MAX6PACED BIGKMAXEQUALLY 63• ANCHORS PER } HEIGH BUCK TABLES 17,22 / / i T HEIGHT SPACED a MAX RS PER BUCK SEE T / / ATABLES M7 / ' HEIGHT SHEETS JJ U-16 15.fiT O X O X X B'MAX S'MAX SEE SILL SEE SLLHOLE B . WpE 4"O.C. I-3'MAX �IIjJI� OETABSE 4'O.C. I 3"MAX WEEPHOLE� A.O.C.BETWEEN 3° SHEET3 BETWEEN f'� 1� SHEET4 BSN DETAILS. WEEP HOLES MAX EPHOLES B HOLES MAX.BUCK WIDTH SHEET 3 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/STANDARDS USED: •2017 FLORIDABUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •AST FEO 00-09 IIDINc CODE(Fec,sni EDITION •ASTM E7300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS_INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSUAF&,PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BGRNE 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-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 •AISI 5100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1P1THICK 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 SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 0 BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 8)114'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 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 PERASTM E1300. EQUAL LEGBOX..............3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, 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•B SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FORCORROSION RESISTANCE ANCHOR QUANTITIES............ 0-16 9)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 a BOM....17 10)REFERENCES:TEST REPORTS F7L-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZNLIGHTER ASSEMBLY................_...___.-18 PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NQAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.. as complying with 4 Florida BuBd(1tg Code USER INSTRUCTIONS: NCA-No, i7-0417.08 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARDASCE 7. `0�O�YILYN/`/ //// Rm.4-d 6r Doig UPDAaFD TO SBC 2017.ADDED ExpirationG 09/24/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE;GLAZING OPTION FROM(TABLE I)AND �� q JR 03/27/17 UPDATENOTETTO FBC 017.ADDE BIZ REINFORCf7r1ENTLEVE4DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �� '� •'' CEN@F••.�!_e� Mylami-0 e m uc Con TABLES 6.16(SHEETS 6.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q / ,p Revised Br Data RaW/on: OBTAINED IN STEP I.USE INDEXTABLE5 ON SHEET6TO HELP FIND THE APPROPRIATE TABLE. N0.5B705 _ 3)DETERMINETHE MOST SUITABLE ANCHOR GROUP FROMTABLES 2 AND 3ON SHEET2 ACCORDING TO THE INSTALLATION =*; h CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHORBUBSTRATE WILL MEET _�; G ® GENERAL NOTES&ELEVATION ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET 3 J - (4` $Ef ARE MET. `0•. �o FFF (V 1070 TECHNOLOGY DRIVE Trla Dote: 5)INSTALL AS PER SHEET FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN/J-CHANNEL INSTALLATION.- �i/C` ';p�ORIDh,.•'\C � N.VENICE_FL 34276 USE TABLE 40N SHEET 2T0 FIND THE APPROPRU\TEDETAILS. // S�ONAItL`��1NG�,` �cpMWITom017M eULIUMee,NM HORIZONTAL ROLLER LM' �eraQ Na. 05/15/815 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, A.LYNUM¢LER p,g HR-5510 NTS 1 OF 18 MD-HR5510-01 B INTEGRAL FIN OR EQUAL LEGBOn SEE FIGURE B ON SHEET2. p Efl5B7� CERT.OFAUTH.#29286 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Frame GI069 Type 'A"=ANNEALED Types Options Installation Substrate Option Detail Sheet *H"=HEAT STRENGTHENED (see Fig B) (sae Table 1) Conditions 5 7W Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5116'Laminated;(2)Lites of 1/8"A Glass wlth.090°PVB Inderiayer 'f'=TEMPERED 6 718"Laminated LG.:1/8"T Exterior Cap+7/16"Air Space+5/16•Laminated;(2)Lues of 11W A Glass with.090"PVB Interlayer 'PVB'=.090°TROSIFOLOD PVB Through the ....Into 2XWood FrmndBuckstdp.shat 4,option 6 7 7/6"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5/16'Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer BY KURARAY AMERICA•INC. ,).Chnnsi 1-4 Integral en...... ....Into Metal-sheet 4,option 8 8 7/6"Laminated I.G•:3116"T Exterior Cap+31W Air Space+6116'Laminated;(2)Utes of 118"A Glass with.090•PVB Interlayer "SG"=.090•SENTRYGLASO (41) Through the Game••••into 2Xwood FrameleucksMp•sheet 4,option 8 10 7/8'Laminated 1.6.:1/8°T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Utes of 118°H Glass with.090"SG Interlayer INTERLAYER BY KURARAY cline window..........Into Metal-sheet 4.option 7 AMERICA INC. ..Ando 2X Wood Framel8uckstdp•sheet 3,option 1 11 1718,Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5116°Laminated;(2)Utes of 1/8"H Glass with.090"SG interlayer Flange 1-4 Through the frame ••-.Into OoncreteICMU-sheet 3,option 2 12 71W Laminated I.G.:3/16"T Exterior Cep+316°Air Space+5116'Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer GLA (02) 011he wbdow...... ---Ungh 1XBucksh)p Into ConcretdcMU-sheet 3,option 3 14 71W Laminated I.G.,.1/8*T Exterior Cap+5/16'Air spars+7116'Laminated;(2)Utes of 3/16"A Glass with.090'SG We�er TYPES S,7,11 815 Into Metal-sheet 3,option 4 MAY MAY NOT BE USED IN THE 15 7!8'Laminated I.G.:3116°A Exterior Cap+114'Air Space+7/1�Laminated;(2)Utes of 3116'A Glass with.090'SG Interlayer HVHZABOVE3o'. Through the Into 2XUVcod Fmme/Bwkstdp-sheet 4,option 6 16 7/8'Laminated I.G.:3/16'T Exterior Cap+114°Air Space+7/16'Laminated;(2)Utes of 3/15"A Glass with.090"SG Glteriayer Integra)Fn 1 4 Mmqftrd then. r• Into Mew.sheet 4,option a SEE SHEET 6,TABLE 5 FOR GLAZING/DESIGN PRESS ANCH E INDEX ) Through the Gams ••-•�Metal Fre 4,option 7_trip•choet 4,apron 6 ofthwirdaw_.... _,,.WoMate)-sheet4.op0on7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ..-Into 2X Wood FremelBrskstdp-sheet 3,option 1 Min.Ede Min. Sox/ Through the frame....kdo Ca crete/CMU-sheet 3 on 2 Group Andros Substrata 9 MIN.D 3 Mated- Min. Min. 9 1-A Dlemnee Embedment" THREADS afUtewirdow..........iso 1%Buck hdoCorrerMdCMU-sheet 3,option3 Steel Screw 82 ksi 120 kat P.T.SOUlheM Pine SG=O. )- 7/16° -vii BEYOND THE into Metal-sheet 3, tion 4 #10 SMS METAL 1B8 screw 60 kat 951ta1 (steel,183 S.S. Steel,A36• 318" 0.050" SUBSTRATE. 410 Screw 90 ksl 110 WI Steel Stud,A653 Gr.331 3re° 0.0451'(18 Ga.) Elco A9gre-Gatorg 67Imi 95 ksi A or 410 S.S.) Aluminum,8083-T5' 31B" 0.050° "UNGROUTED Elco UhrsOcrM 155kal 177 kal FIGURE B:FRAME TYPES CMU"VALUES 410 66 Eloo CrateFlex6 127.4 ksl 189.7 krl I P.T.Southern Pine(SG=0.55) 7116" 113x8' MAY BE USED 3116"steel Ultracon Concrete(min.2.85 ken 1' 1-3/8' FOR GROUTED 6063.75 Alumiman 161W 22 ksi Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" CMU t'6 Steel 36 kcl 6a ksi 1318` APPLICATIONS. Gr.33 Steel Stud 33 ksi 45 2 4 0 P.T.Southern Pine(SC0.55) 9116' #12 SMS Steel,AW 3!8" 0.050' B (steel,18.8 S.S. BOX L- Steel Stud,A653 Gr.33• 318' 0.0451'(18 Ga) FLANGE EQUAL- or 410 S.S.) Aluminum,6083-.fb, 3/8" 0.0W INSTALLATION NOTES,SEE SHEETS 384 FOR ILLUSTRATIONS: LEG Concrete(m10.2.85 ksi) 1° 13/4° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 1/4'steel Uttracon o C Ungrouted CMU,(ASTM 690) 2-117' 1-114° 2 8 3,THIS SHEET.FOLLOW EMBEDN�tIT AND EDGE DISTANCE LIMITS. 13/4° ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE 114"steel CreteAex Concrete(min.3.35 Kai) 1" W NDOW. T114F eel Uttracon Concrete(min.2.65 kal) 2-112" 13/4• o el UltracOn P.T.Southam Phis(S6=0.65) 1" 13/8° 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, l THIS SHEET,ALL WOOD BUCKS LESS THAN 1.112°THICK ARE TO BE I el Cretellex ' Concrete(min,3.35 ken 2-1/2" 1-314" CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF Aff 3 el(Xetellex Ungrouted CMU,(ASTM 690) 2-1/2' 1.1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED ��NEL INTEGRAL i P.T.Southern Pine(SG=0.55) 1' 13/8' AS 2XARE 1-1/2'THICK OR GREATER.WAND 2X BUCKS(WHEN USED) FIN lAggreGatOr CAnClete(min.3.275ks1) 1-1/2' 1.3/6' SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE PT302.hm PG=0.55 1° 9• STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE l Amara CydtOr RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Grouted CMU,(ASTM C-90) Z 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 B rlmmrgplxCodewith the Florida Grou Mtn.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. NOA-Ne. 17.0411.08 nce en E 2-1/Z x.131"Canon Nab P.T.Southam Pine(SG=0.55) 318° 2-7116" l � �%0�1Y�YNNrrr i� �iQd ta° Dobe: RerlatorJR 03/27/17 NOCHANCEs THIS SHEET.r Expiration Date 09/24/2020 21/2"fttrtgahenk Roofing Neil P.T.Southam Pine(66=0.55) 3/8' 2-7116' `�`�1C�:•-...iF �C�''� Mie D •Product Contin #10 Trusahead SMS o m �,•' . 1Lu'r'ad W. Data: Rml lon: 9 (steel,188 S.S. a��'6083-T5• 318° 0.050' *: No.58705 or 410 S.S.) Steel Stud,Gr.331 316" 0.0451'(18 Ga.) : _ ® Oe 011mr. Br P steal,Ate' 31e° 0,05W ` - GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 31 r�-:•�. 1070 TEC NOLOGY DRIVE P.T. nummPl 0.65) 9116, 1.318,,6063-IW 318' 0.63° BEYOND THE �'p�. tOR�P ��� N VENICE,FL34276AlumiOq0° #12 SMS (eted,itis S.S. steel Stud,Gr.33• are• D.D6o^ METAL '�,,5'S+�' ••• G�.`` (ea1}48a1800 HORIZONTAL ROLLER-LM 05/15/15 x4103,6.) lStSteeud,Gr. are° 0.050" SUBSTRATE. i�,r0 � �romtTvaromusmrawo. 0 4 �pNo RW. P E716870a CERr.OFAUTH.11n= HR-5510 NTS 2 OF 18 MD-HR5510-01 B TABLE 17: Glass Types Anchor Quantities for XOorOXWindows Max.AnchorO.C. Anchor Anchor 5-8 SashSpacing for"integral- Group E GroupF,, 30'Height 36°Height 48"Height 54"Height 3(°Height 36"Height 48'Height 54"Height Width ,o a a a a ,o D Fin"installation 3,g• 4- Head Level (In) Head E Head E Head E Head E Head E Head E Head E Head E &510 `; &Sill &Sill &SID 19 &Bill - &Sill -- &Sill &Sol GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED R1 Anchor Group A Anchor Group c 251/2" 12.147 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 9th tho Florida unai g IL�o�e FOR OX WINDOWS(XO SIMILAR): NOA-No, 17.041.1.08 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 W. 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 2 N1+C2+1 3 1+C2+1 3 1+C2+1, 3 PERJAMB Expimtonpate 09/24/2020 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 9+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: Mlamt eProduct Control 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS aTTHE FIXEDSECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL.. �qTY TABLES. 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+C2+2 2 2+72+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D SEE ELEVATK)N,SHEET 1 251/2" 12.147 1+C2+1 2 1+C2+1 '3 1+C2+1 3 1+CZ+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ r. 7- SEE ELEVATION,SHEET ti rY m 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 I �SEE CLUSTER DETALS,SHEET B 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3F5 o o tp 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+02+1 3 1+02+1 3 S EE ELEVATION, rr O O 0 Ln 46" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O SHEETI }n o� Q' 'P ELEVATION, N ~ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+CZ+2 3 2+C2+2 3 2+C2+2 3 O i� Y SHEET 1 ...I 75" 1 36.97 2+C2+2 2 2+C2+2 3 2-C2+2T31 2+C2+2 131 2+C2+2 121 2+C2+2 131 2+C2+2 131 2+C2+2 3 O o YMOa p SEE TABLE 0 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Z LU TABLE 16: W U W SC W -mFOR XOX WINDOWS: t— I J a Glass Types Anchor Quantities for XO orOX Windows ANCHOR QUANTITY > 00 5-8 Sash 30"Height 38"Heigh! 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PERdAMB o Z g' $ F- Q' LL width Head ° Head Head Head a Head Head Head Head HEAD ANDSILLANCHOR QUANTITY: J O E E E E E E E 1+C3+2+C3+1 4 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL &S(II &SO{ &Sill 19, &6ill -, &Sill &SIII &SIII &S01 (1)ANCHORATTHESASH I= O Reint Level @n) J rn AnchorGroupA Anchor +gZa�gOF(3THE CHORSCENTEREDATTHEMEETINGRAIL ® Q 25-1/2" 12,147 1+02+1 2 1+02+1 3 1+02+1 3 1+02+1 3 +(1)ANCHORATTHESASH d ~ 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL ? Ir z qz Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O N O 9 42" 20.397 NotAilOwed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEETI z Ln m SEE ELEVATION,SHEET 1 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 S� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 75" 36.97 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION, Anchor Group 13 Anchor Group D X O X SHEET 1 `�```ANY LYNIN 25112" 12.147 1+02+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+i 3 SEE ��''<1GENSF'• ELEVATION : ,P SHEET 1 9EE CLUSTER 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAIL DETAILS *r No'W705 38" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS _ 42' 20.397 1+C2+1 2 1+72+1 3 1+02+1 3 1+C2+1 3 1+02+1 2 1+02+1 3 1+CZ+1 3 1+C2+1 3 ?JO:, m NOTES: sn►T� 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH ��� FlpN1OP,.' Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). iJCs. 75" 36.97 2+C2+2 2 2+C2+2 9 2+02+2 3 2+C2+2 3 2+02+2 2 2+02+2 3 2+02+2 3 2+C2+2 3 Spacing for Anchor G1ouPF SHEETS I�ISASPERTHEFlGURESON ��aS�ONAI.IE � MINIMUM ANCHOR QUANTITIES SHOWN..ALL ANCHORAGE MUSTALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4' 2)FOR SIZES LL ROUND UP TO THE NEXTAVAJLALA BLE WWID IDTH OR HEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON 11 TABLE. P.E.96e706 TABLE 18: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. spacing for"Integral- 6 8 Sash 30'Height 36'Height 48"Height 54'Height 63"Heigh141+C2+1 0"Height 36"Height 48'Height 64'Height 63'Height Fin" for"Integral- Width Nfldth Head Head Head Head HeadHead a Head Head Head Head Reint Level lin) a m a WIII Anchor Anchor &Sill &Sill &SiII &Sill &SIII &SiII &S91 � &SIII &Sill &Slll Group E Group F R3 Anchor Group A Anchor Group C 3•g 4" PRODUCT REVISED as compic with tho Florida 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 9uUding Co e 28" 13.397 1+102+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 t+C2+1 4 1+C2+1 4 NOA-No. 17-0411.08 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 LxptrationDato00/24/2020 •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 ey m 081a duet Contra 48' 23.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+102+i 4 1+102+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+C2+1 4 $ 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+102+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE T ANCHOR �QTY.TABLES.REMOVED 75' 36.897 1 2+C2+2 121 2+C2+2 3 2+C2+2 41 2+C2+2 4 2+03+2 4 2+C2+2 2 2+C2+2 3 2+102+2 4 2+102+2' 4 2+102+2 14 GLASS 5FROM TABLE 20. Anchor Group B Anchor Group D 25-112" 12.147 1+C2+.1 2 1+C2+1 3 1+C2+1 141 1+C2+1 41 1+102+1 4 1+C2+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+102+1 4 r Y m 28' 13.397 1+C2+1 21 NC2+1 3 1+C2+1 141 1+C2+1 41 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+C2+1 4 N ^ea 36' 17.397 1+C2#1 21 1+C2+1,' 3 1+C2+1 41 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 or o CCno m 42' 20.397 1+C2+1 2 i+102+1 3 1+102+1 4 1+102+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 '6 Y z aic0 48' 23,387 1+102+i 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+CZ+1 4 612 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O N 75° 36.897 2+102+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+102+2 4 2+102+2 4 2+102+2 4 p LL o vaa O o a SEE TABLE 8 FOR DESIGN PRESSURE {ZUU Oj ®� TABLE 20: h-Z 0¢ J tlMa Max.Anchor O.C. � J Anchor Quantities for XO or OX Windows 11 � CC Glass Types Sash Spacing for"Integral- o 2i v a r 6.8 Width 30"Height 38'Height 48"Height b4"Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Helght 63"Helght 72"Height Fin"Installation $ }~ W b Head Head Head �' Head,111 Head a Head 4 Head a Head E Head a Head E Head Head Anchor Anchor C o ReinL Lege! ON a &sm &sin &Sul &sin &Sol &sol &sin &sig &51{i &Sfll Sill -, &SOI -, Group E Group F Anchor Group A Anchor Group C 3.2" 4" ONS 25-117' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+102+1 5 i+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+102+1 5 28" 13.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 I+C2+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+C2+1 5 W ~ Z pan 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+q+1 6 1+102+1 2 t+C2+1 3 1+102+1 4 1+q+1 4 1+102+1 5 1+103+1 5 o p O o m 42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 6 1+C3+1 51 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 U 48" 23.397 1+102+1 2 1+102+1 3 1+C2+1 4 1+103+1 4 1+103+1 5 1+03+1 5 1+102+1 2 1+C2+1 3 1+C2+1 4 1+103+1 4 1+C3+1 5 1+C3+1 5 Q �0.60" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+103+2 4 2+03+2 5 2+C4+2 6 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 6 2+C4+2 5NOTEs:1)FRAME DIMENSIONS Lo J.W TV 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+q+2 4 2+104+2 5 2+104+2 5 2+C2+2 2 2+02+2 3 2+C3+2 4, 2+C3+2 4 2+r q+2 6 2+C4+2 6 ARE BUCK WIDTH AND AechorGroup B Anchor Group tJ SUCKHEIGHT(SEE YLYN����'�. SHEETS 3.4).SASH SIZE IS �� �QN•.. A, �4 25112 12.147 1+102+1 2 1+102+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+02+1 6 1+102+1 2 1+102+1 3 1+102+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 AS PER THE FIGURES ON �` ytCEN .�!! '. 28' 13.397 1+102+1 2 1+102+1 3 1+102+1 4 1+02+1 4 1+C2+1 5 1+102+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 1+102+1 5 1+102+1 6 SHEETS 6.8. .+ 38" 17.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+102+1 5 1+103+1 5 2)FOR SIZES NOT *1 No•58705 _ Y SHOWN,ROUND UP TO = �IATTE ) 42" 20.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C9+1 5 1+q+i 6 1+102+1 2 .1+102+1 3 1+102+1 4 t+102+1 4 1+103+1 5 1+103+1 5 TI1ENExrava1116LEWIDTH OR HEIGHT t748" 23.397 1+102+1 2 1+102+1 3 1+102+1' 4 1+103+1 4 1+103+1 5 1+103+i 5 1+102+1 2 1+102+1 3 1+102+1 4 i+q+1 4 1+103+1 5 1+03+1 S OIMENSIONSHOWNON 5 80" 29.397 -2+C2+2 2 2+C2+2 3 2+C2+2 4 2+03+2 4 2+C3+2 5 2+C4+2 6 2+C2+2 2 2+102+2 3 2+C2+2 41 2+C3+2 4 2+03+2 6 2+C4+2 6 THE TABLE. ����t�`s'•. oRIOA.•'G\?.` 76" 36.887 2+C2+2 121 2+C2+2 3 2+C3+2 4 2+C3+2 141 2+C4+2 61 2+C4+2 51 2+C2+2 21 2+C2+2 3 2+103+2 4 2+q+2 141 2 171 E+C4+2 151 3)SEESHEETOFORAONAL1V%%%� SEE TABLE_10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER.P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX,D.C.SPACING SHOWN ON THE ELEVATIONS. P.Ep 58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 6-8 Sash 39 Height 3&-Height 48"Height 54"Height I 63"Height 30"Height 1 36"Height 48"Height 64"Height 63"Height Spacing for"integral- Gmup F Width a a a a a a a .o •o Fin"Installation q* Head E Head E Head Head Head E Head 6 Head s Head E Head E Head £ Reint.Level (ID) &sin &Sill '; &Sill &Sip &Sll as &Sib 8 Sill &501 &Sib PRODUCT REVISED R4 Anchor Group A Anchor Group C p!Ln with the Florida Sucamp y g Build7ng Godo 25412" 12.147 1+C2+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 Noa x0. 17 0411.08 19 28" 13.397 1+C2+1 2 1+C2+1 3 1+102+1..4 1+02+1 4 1+C2+1 4 Expiration note 09/24/2020 36" 17.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m o 42" 20.397 NOt Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 Miami uc retro 'S 48" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 6(r 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR � 75" 38.897 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 CITY.TABLES. Anchor Group B Anchor Group D 251/2" 12.147 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+i 4 1+102+1 2 1+102+1 3 t+102+1 4 1+102+1 4 1+102+1 4 Z m tq '^°a ch 28" 13.387 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 4 1+102+1 2 1+102+1 9 1+102+1 4 1+102+1j41+jG2+1 r- 36" 17.397 1+02+1 2 1+102+1 3 1+102+1 4 1+02+1 4 1+102+1 4 1+102+1 2 1+102+1 3 1+102+1 d 1+102+1 O m 42" 20.397 1+C2+1 2 t+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 0also 048" 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+i 4 1+C2+t wL 60" 29.397. 2+02+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+24O75" 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4' 2+C3+2 4. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+24 Z Il N Mw SEE TABLE 11 FOR DESIGN PRESSURE U U d ®3 W TABLE 22: - F z a „J 'JMa Glass Types Anchor Quantities for XO or OX Windows 1a1�2&1TYPES MAY P J DD 10.12&14.16 Sash NOT BE USED o 2E O 30'Height 36'Height 48"Height 54'Height 63'Height 76"Height Mr Height 36-Haight 48'Height 54'Height 63"Height 76"Height WITH d-CHANNEL W Width Head Head Head E Head Head Head Head Head E Head IIIHeadIII Head Head • FRAMES RAMEESGRAL FIN J ReinI.Level nD) &sin &SIII &SIII m &Sill &Sill &SIII &Sig &5111 m &Sill &Sill &SO m &SIII Z0 4 Anchor Group A Anchor Group.C ® � Q J 0) 25-112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 i+C3+1 5 €g Z 28' 13.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+102+1 4 1+03+1 'S 1+p+1 5 Q R' -i-s 36" 17,397 1+C2+1 2 1+02+1 3 1+02+1 4 1+p+1 4 1+C3+1 5 1+C4+1 6 o z N �' m 42° 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+p+1 4 1+p+1 4 1+p+1 5 1+04+1 5 Z p LO 'S 48" 23,397 1+C2+1 2 1+C2+1 3 1+p+1 4 1+C3+1 4 1+04+1 5 1+C4+1 5 Q Y = 60° 29,397 2+C2+2 2 .2+02+2 3 2+C3+2 4 2+p+2 4 2+04+2 5 2+C4+2 6 oi�u 'x"a sea" - NOTES: 75" 36.897 2+02+2 2 2+C2+2 3 2+C3+2 4 2+04+2 4 2+04+2 5 2+04+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND �.� NY LYNN �•, Anchor Group B AnchorGroup D BUCK CET83GHT8ASHSIZEIs `: �Q VCEN 25-112' 12.14711+102+1 1+02+1 2 1+102+1 3 t+102+1 4 1+102+1 4 1+02+1 6 1+p+1 5 1+02+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 t+p+1 6 AS PER THE FIGURES ON 28" 13.3971+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 31-11+102+1 4 1+C2+1 4 1+C3+i 5 1+C3+1 5 SHEETSeB. _* No,58705 36' 17.397 21 1+C2+1 3 1+C2+1 41 1+C3+1 4 1+p+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 9+p+1 41 1+p+1 5 1+04+1 5 2)FOR SIZES NOT O v SHOWN,ROUND UP TO 42- 20.397 1+C2+1 2 1+10 p p 2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+02+1 2 1+102+1 3 1+103+1 4 1+ +1 4 1+ +1 5 1+104+1 5 m THE NEXT AVAILABLE �O��, + .:•�t(/� ' 48° 23,397 1+102+1 2 1+102+1 3 1+p+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+02+1 2 1+C2+1 3 1+p+1 4 1+p+1 4 1+C4+1 6 •1+04+1 5 WIDTH OR HEIGHT :� FCORIDP,.✓ �� 'DIMENSION SHOWN ON 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+p+2 4 2+C4+2 5 2+104+2 5 2+02+2 2 2+102+2 3 2+103+2 4 2+p+2 4 2+C4+2 5 2+C4+2 5 THETABLE. '��S�ONq i1�N��` 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+104+2 5 2+102+2 2 2+02+2 3 2+p+2 4 2+C4+2 4 2+04+2 5 2+04+2 5 3)sEESHEETSFORA 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 O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.S 68705 TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAXD.C.SPACING SHOWN ON THE ELEVATIONS. , Gose Type Anchor 4uantld6s for XOX WIndoWs 6-8 Sash 24'Helghl 30"Height 98'Height 48'Height S4'Height GV Height 24'Heft 30'Height 38"Height 48'Height W Height 6r'Heim Sash Width Configuration Reird Lest Range(n) Head&581 Head&Sill Head&SiltI'l Head&Sill I'lm Head&SN Head&SiA m Head&Sn Head&Siglil Head&SN Head&S81 Heed&SiA Head 8 SIII -� R3 Anchor Group A Anchor Getup C PRODUCT REVISED 35.114' )S-' - 11.391-11.391 1+C2+0+02+1 2 1+C2+O+Cx+1 2 1+C2+O+CZ+1 3 1+C2+0tC2+t 4 1+C2+O+C2+1 d 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+QtC2+1 3 1+C2+0+C2+1 4 1+Cx+0+C2+1 4 1+C2+OrC2+�1 4 as complying with the Florida Bullding Code 38' %-%-Ya 12.308'-12.308 1+C1+0+C2+1 21+C2+0+C2+1 21+C2+0+02+1 31+C2+0+02+1 41+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 21+C2+0+C2+1 21+C2+D+C2+1 31+C2+D+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 NOA-No. 17-0411.08 45.18' )6-y,-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C;2+B+CZ+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+Cx+0+C2+1 4 1+C2+O+C 2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 t+C2+D+C2+1 4 1+C2+0+CZ+1 4 1+C.2+O+C2+1 4 Explrutlon Dale 09/24/2020 Ys-)5-35 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+02+1 2 t+C2+D+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+q+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 t+C2+0+C2+1 4 S+C2+0+C2+1 4 B i 11.391-12.297 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+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+02+1+C2+1 4 1+C2+1+C2+1 d Y 473/4' % Ilfllam a e our: Con! % 12298-16.558 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+OrC2+1 4 1+C2+O+C1+1 4 1tC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+U+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+CZ+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+C1+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+2+1 d i 52-118' Y_%-Y, 12.017-13.397 1+02+1+C2+1 2 1+CZ+1+CL+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4"C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 Z 1+C2+1+C2+1 2 1+C2+HC2+1 3 1+02+1+C2+1 4 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 g ADDEABLES.D NOTE TO AN �CITY.TABLES. Y ya-Ya-ya 13.398-17.016 1+C2+0+C2+1 211+C2+0+02+112 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 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+(2+0+(x+1 4 1+C2+D+C2+1 4 m Custom 11.381-13.387 1+C2+1tC.2+1 211+02+1+C2+112 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+02+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 t+C2+1+C2+1 4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 311+C2+1402+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 CO 15.987-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 9 1+C2+0+2+1 4 1+C2+DH2+1 4 1+02+0+02+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+02+O+C2+1 4 t+C2+O+C2+1 4 1+C2+0+(2+1 4 r•" ABa Custom 11.391-13.397 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 1tC2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 f+C1+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 µ7 ,�0 11 0 O 76' -Yr% 13.398-19.110 1+C2+2+02+1 2 1+C2+2+C2+1 2 t+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+02+1 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 N CD O O a1W -�-'� 19.111-24.841 1+(2+t+tx+1 2 1+C2+1+C2+1 2 1t(x+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2+7 4 1+02+1+C2+1 4 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+(2+1+(2+1 9 1+(2+1+C2+1 4 1tC2+1+C2+1 4 1+C2+1+C2+1 4 }F_ -u2l Custom 1&360-18.387 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+03+3+C3+1 4 1+C2+3+C2+1 2 f+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+42+1 4 t7 CCM 6� ' � 96' Y-jS--% 18.388-24.380 1+C2+3+(2+1 2 1+(2+3+C2+f 2 1+C2+3+C2+1 3 1+C2+3tC2+1 4 1+02+3+q+1 4 1tq+3+q+1 4 i+C2+3+(2+1 2 1+(2+3+(2+1 2 1tq+3+02+1 3 1+C2+3+q+1 4 1+02t3tC2+1 4 1+C2+3+(2+1 4 0 M g = Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+02+2+C2+1 3 1+02+2+(2+1 4 1+C2+2+C2+1 4 1+03+2+q+1 4 f+CL+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+7 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 z LL Ca N 0 uM� 120' Ya�% -30.380 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C1+3+C2+1 3 1+Cx+3+02+1 4 1+Cx+3+C2+1 4 t+q+3+q+1 4 1+C2+3+C2+7 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 d 1+C2+3+C2+1 4 =W +. Anchor Group B Anchor Group D DJ Z_" llJO'� H J OMo 35.1!4' Yr35-Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+(2+D+C2+.1 8 1+C2+0+C2•+1 4 1+(1+6+(2+1 4 1+(2+0+(2+1 4 1+C2+0+C2+1 2 1+G2+O+C2+1 2 1+02+0+(2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2t0+C2+1 4 n J OO 38' )�-Yi-Ya 12.308-12308 1+C2+0+CZ+1 2 1+q+O+C2+1 2 1+Cx+0++C2+1 3 1+C2+O+C2+1 4 1+Cx+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02•+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+O+C2+1 4 t+C2+0+CZ+1 4 NC2+O+C&I 4 2 o`+, 0 � I LL 11.391-13.397 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+(2+0+02+1 3 7+C2+1+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+CZ+O+C2+1 3 1+C2+D+C2+1 4 1+C2+O+CZ+1 4 1+C2+o+C2t1 4 W p 45.118" J C'4 Ya-Ys-Ya 13.398-14.683 1+(2+0+02+1 2 1+C2+O+q+1 2 1+02+0+(2+1 9 1+C2+p+C2+1 4 1+C2+0+02+1 4 1+(2+0+(2+1 4 1+02+0+C2+1 2 1+(2+0+(2+1 2 1t02+0+C2+1 3 1+(x+0+(2+1 4 1+02+0+(1+1 4 1+C2+0+02+1 4 - Y-Yi.14 11.391-12.297 1+q+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4'1+2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 NCx+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 ® z last's 47314' H Q J 0n IW-%-% 12.288-1&658 1+02+0+'2+1 2 1+0x+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C1+1 4 1+C2+0+C2+1 4 i+C2+0+02+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 ve Q Z custom 11.391-12.016 EI+C2- Q+j_+' +1 2 1+(xrt+C2t1 2 1+02+1+02+1 3 1+C2+1+02+1 4 1+C2+1+(2+1 4 ta(2+1+(2+1 4 1+02+1+(2+1 2 1tC2+1+02+1 2 1+02+1+C2+1 3 1+(2+1+(2+1 4 iH2+1+(2+1 4 1+C2+t+gt1 4 (�f � lit-118' Y,Y,-Y. 12.017-13.397 +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C1+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1tC2+1 2 1+C2+1+C2+1 3 1+(2+1+(2+1 4 1*02+1+02+1 4 1+(2+1+02+1 4 0.' °r°'s 13.398-17.018 +1 2 1+C2+0+02+1 21+C2+0+Call 31+C2+0+2+1 41+C2+0+C2+1 41+C2+0+02+1 9 1+Cx+0+2+1 21+CZ+D+C2+1 2 1+C2+O+C2+1 31+C2+0+C2+1 41+C2+0+02+1 4 1+C2+O+C2+1 4 p = N Custom 11.891-13.3137 1 21+02+1+C2+1 21+C2+1+02+1 31+C2+1+02+1 41+C2+1+Cr+141+C2+1+2+14 1+C2+1+C2+1 21+[:2+1+C2+121+C2+1+C2+1 31+C2+1+C2+141+C2+1+C2+141+CZ+1+C2+1 4 V to 6(r t',-)6-Yi 13.398-15.300 1 2 1+C2+1+C2+1 rI+C2+l+C2+1 +C2+1 3 1+C2+1+C2+1 4 1+C1+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+02+1 4 1+CZ+1+C2+1 4 f+C2+1+C1+1 4 Z 0 w%-+J 15.381-19.641 +1 21+C2+0+0241 +C2+1 31+C2+O+q+1 41+C1+0+C2+141+(2+0+(2+14 i+C2+p+CZ+1 21+C2+0+02+1 2 1+(2+0+(2+1 31+C2t0+C2+1 41t(2t0+(2,+14 1+(2+0+02+1 4 ¢ = Z Custom 11.391-13.397 +1 2 1+C2+3+C2+1 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+342+1 4 1+C2+3+02+1 4 PO1 •�sa0 sa;�es 76' 34- 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+C2+1 +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+(2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 41+C2+2+02+1 4 19.111-24.841 1+C2+1+02+1 2 1+C2+1+C2+1 +C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+(2+t+q+1 4 t+(2+1+02+1 21+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C241+x+1 4 �� •LYCustom 18.960-18.387 1+C2+3t(2+1 2 1+C2+3+(2+1 +C2+1 3 1+(x+3+02+1 4 1+(2+3+C1+1 4 1+C2+3+(2+1 4 i+(x+3+Cp+1 2 1+C2+3+(x+1 2 1+02+3+2+f 3 t+0x+3+(2+f 4 1+C2+3+02+1 4 A1+024 ttGEN98" %-'%-y 19.398-24.380 1+01+3+C2+1 2 1+02+3+C2+1 +C2+1 3 1+C2+3+C2+1 4 1+02+3+(2+1 4 1+C2+3+Cx+1 4 1+C2+3+2+1 2 1+C2+3+C2+1 2 1+C2+3+C1+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 No,58705 `�Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 tC2+1 3 1+C2+2+C2+1 4 t+Cx+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+2+C2+1 4 1r(2+2+(2+1 4 120' X-Y,-% ^ -30.360 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+02+3+C2+1 4 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 SEE TABLE 9 FOR DESIGN PREBSURE %Ap••'• ATE F� M.Anch Anchor Anchor IN.SASH SIZE 1) WINDOWWIDTH-68.28 NOTES: or EETS Spacing for,IDIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). ntegral. Group roup E Group FFORa sizEls NOT SHOWNS AS PER THE,ROUND UP OIGURES ON H THE NEBXT AVAILABLE W DTH OR EIGHT DIMENSION SHOWN ON THE TABLE IOQ/Ai:'t�NG; Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 29" 4' 4)'1/9.112-1/4'AND'1/3.113113'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.459705 TABLE 24; MINIMUM ANCHOR QUANTITIES SHOWN. 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47-3/4' %-%-Y. 11.391-12.297 1+C2+1+C2+1 2 1+C2+14C2+1 2}+C2+1+C2+1 3 1+C2+1+c2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -1-36roduet Control 3S-h-% 12,298-15.558 1+02+G+C2+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 4 custom 11.391-12.016 1+C2+i+G2+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 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ + C21+C2+1 3 1+C2+1+C2+1 4 }+C2+1+C2+1 4 1+C2+1+C2+1 4 52-U8' Y4-Y2-Y4 Y 3s-3S-Y 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 i as Custom 11.391-13.397 NotAIIOWed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 }+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52 g BP Y+-Y4% 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 z � �Sa --%-Ya 15.381-19.641 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+02+O+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+02+0+C2+1 4 s- r Custom 11.391-13.397 1+C2+3+C 2+1 2 1+Cx+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 411+C2+3+02+1 4 1+C2+3+C2+1 4 o O L� I 75' X-IN 13.398-19.110 ll+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+Q2+2+C2+1 4 1+C2+2+C2+1 4 W D�`� O O 35-%'r5 19.111-24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+CL+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U3 3 B'°0 >-r rn Custom 18.380-18.387 1+02+3+02+1 2 1+02+3+02+1 2 5+G2+3+C2+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 4 C7 N C9� !Y 89° Y,Y2--% 19.398-24.390 1+C2+3+C2+1 2 1+C2+3+C2+1 21+C2+3+C2+1 3 1+C2+3+C2+1 41+02+3+C2+1 4 1+C2+3+02+1 4 o n aB Z i Custom 24.361-30.380 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+(x+2+C2+1 4 1+C2+2+C2+1 4 1+Ct+2+02+1 41 +X-34 Y -30.360 1+02+3+C2+12 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+02+3+1 +1 4 1+(2+3+02+1 4 U U d = coAnchor Group 8 Anchor Group D H ZX 2¢ LU--1 �a35-1/4" %-%-% 11,391-11.391 1+C2+O+C2+1 2 1+C2+0+(2+1 2 1+C2+0+02+1 3 1*C2+OrC2+} 4}+C2+O+C2+}4 1+C2+0+C2+1 4ll+C2+2+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 W>J• co 38' 35-%-35 12.308-12.368 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+13+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+} 4 1+02+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 F Zs H W LL 3<-%-y4 11.381-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1402+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J 0 46-1/8' J MY-Ynas 13.398-14.683 1+C2+O+C2+1 2 1+02+D+C2+1 2 1+C2+0+C2+1 3 1+C 2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C1+1 2 1+C2+D+C2+1 2 1+C2+0+(2+1 3 1+C2+D+C 2+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 4 F r 47314' h-Y,344 11.381-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2}+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2r1 4 1+Q2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4L Z 1°0ys 3s-X-A 12.298-15.558 1+CZ+O+CZ+1 2 i+CZ+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 a 1+C2+p+C2+1 4 9+c2+o+c2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+02+p+C2+1 4 1+02+0+02+1 4 1+(x+p+02+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1402+1 3 1+C2+}+CZ+1 4 1+C2+1+C2+1 4 1+C 2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4.1+02+14C2+1 4 1+CZ+1+C2+1 4 ('J Z 0 62-1/8' Y%-Y4 12.017-13.397 1+C2+1+02+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+1 211+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 ¢ X Z 4+°.s 13.398-17.018 1+C2+0+C2+1 2 1+C2+O C2+1 2 1+C2+D+C 2+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+QHC2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+o+02+1 4 1+C2+0+CZ+1 4o Z N m Custom 11.391-13.397 1+C2+1+02+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 1+C2+1+02+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 4U Ctj g6O" Y4-%-y4 13.398-15.360 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+}+C2+1 2 1+02+1+C2+1 3 1+02+1+C2+1 4 1+C2+14C2+} 4 1+C1+1+C2+1 4ZY-3s-% 15.361-19.041 1+C2+0+C2+1 2 1+C2+0+2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+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 i+CZ+D+C2+1 4 1+C2+0+C2+1 4eriu •°sca wt�e Cuatam 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+02+3+(2+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 75' -35 3i 13,398-19.110 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 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 3S-3S-3; 19.111-24.841 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1'3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+024-1 4 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4}+C2+1+C2+1 4 .� �c�!�Y!-?:Nye; Custom 18.360-19.387 1+C2+3+02+1 2 1+C2+3+(2+1 2 1+02+3402+1 3 1+02+3+02+1 4 1+(2+3+(2+1 4 1+02+3+02+1 4 1+02+3+02+1 2 1+0243+C2+1 2 1+C2+3+(2+1 3 1+02+3+(x+t 4 1+C2+3+(2+1 4 1+C2+3+C2+1 4 � ' \CENSE Be" Y4-'%.34 19.398-24.360 1+C2+3tC2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+02+1 4 1+02+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+02+1 4 *,; fJ0.58705 Custom 24.981-30.360 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 I 1+C2+2+(2+1 4 i+C2+2+,C2+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 2 1+c2+2+(2+1 2 1+02+2+02+1 3 1+02+2+C2+1 4 1+02+2+02+1 4 1+C2+2+02+1 4 120• 3a-Yr-3: .-30.360 1+(2+3+(2+1 2 1+C2+3+C2+1 2 1402+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+S+C2+1 4 1+CZ+3+02+1 2 1+C2+3+C2+1 2 14-(x+3+C2+t 3 1+02+S+C2+1 4 1+C2+3+02+1 4 1+C.Z+3+C2+1 4 -. yy.(I4DOWWIDTH-5918 NOTES: SEE TABLE I3 FOR DESIGN PRESSURE �t.7C•• 6 W�,MIN.SASH SIZE= 21)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS-4). � ?aX.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS BA. '� S ...Spacing for"Integral- croup F 2)FOR SIZES NOT SHOWN,ROUND U0 TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE CO 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"installation 4" 4)'1141@-lWAND-1/3.113•}/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 ff 68765 TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Gies s Types Anchor Quantities for XOX Windows 7&8 Sash 24'Height 30'Height 36"Height 4a"Height 64•Height B3'Height 24"Height 30'Height 36'Height 48'Heigh 54"Height 63"Height Sash Width ReuK t.e+al ConfiguretWn Range(in) Heed 8 SIII Heed&S01 Need&581 Haetl$Sill Head 8 Sfi Head 8 S81 ' Head 8 Sill Need 8.Siff Need&S81 Head&S81 Heed 8 S81 Head d S81 Anchor Group A AnehorGroupC PRODUCT REVISED P as compw with the Florida 35.1/4' Y-Y-YS 11391-11.391 1+C2+O+C2+1 2 1+C2+0'C2+1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Building f7od0 38" Y-Y-Y 12.308-12308 1+C2+O+C2+1 2 1+132*0+C2+1 2 7*C2+O+C2+1 3 1+C2s0+02+1 4 1*C2+O+C2+1 4 1+132+0+132+1 4 NOA�Io. •17-0411.08 Y.%-y4 11.391-13397 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+02+0+C2+1 4 1+C2+O+C2+1 4 Expiration Date 09/24/2020 45-1/8" 1-CZ-0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2*1 3 t+C2+0+C2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 ey -'/e- 13.398-14.883 11.391-12297 1+C2+1+C2+1 2 7+C2+1+C2h 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 t+C2+1+c2+1 4 1+C2x1+C2+1 4 Mlam roduct Contin 473/4 YS-Y-YS 12295-15.558 1+C2+O+132+1 2 7*132+0+C2+1 2 1*C2r0+132+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1*C2+0+C2+1 4 Custom 11.39f-12.018 1+C2+1+C2+1 2 1+132+1+C2h 2 1+132+HC2+1 3 1*02+1+02+1 4 1+132+7+132+1 4 1+132+1+02*1 4 m ADDED NOTE TO ANCHOR 52.1/8' Y-Yta-Y. 12.017-13.397 1+G2+1+C2+1 2 1+C2+7+C2+1 2 1+C2+7+02+1 3 1+C2+1+C2+1 4 4+02+1+C2+1 4 1*C2+1+02*1 4 a QTY.TABLES. 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Glass Types Anchor Quantities forXOX Windows 10-12 24 Sash -Height 30'MGM 38"Height 48"Height 64"Height 63" Sash Height 24'He1gM I 30•Haight 36'Height 1 48"Heigh 64'Haight I 6T'Height Configuration Width a a a a a a a a a a a Rehr.Level Range(to) Head&Snl I Head&SI11 � lead&SID 9 Head&SAI ' Head&SUI � Head&Sm � Head&Sul � Head&S61 y Head&sill E Head&Sgl 6 Head&sig 4E Head&S01 � , R4 Anchor Group A Anchor Group C 35.1/4' '/a-%-y 11.391-11.391 HC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+=+1 3 1+C2+0+C2+1 4 1+C2+OrC20 4 1+C2+0+C2+1 4 PRODUCT REVISED 36' Y-Y.-% 12.308.12.308 14C2+O+C2+1 2 1+C2+D+02+1 2 1+C2+0+C1+1 3 1+C2+0+02+1 4 1+C2+0f C2+1 4 1+02+0tCZ+1 4 as complying with the Florida Buadina Code 11.391-13,397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1403+O+p+1 4 .0"o. 17.0411.08 46.118 Y-Y_Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C2+D+C Z+1 4 1+C2+O+G2+1 4 1+C3+0+C3+1 4 Expiration Date 09124/2020 Y-%-Y 11.391-12297 1+C240+C2+1 2 14C2+0+02+1 2 14C2+1)+C1+1 3 t+C2+0+(2+1 4 1+03+0+0+1 4 1+C3+0+C3+1 4 47.3/4" g_ Y 12298-15.658 1+C2+0+C2+1 2 1+02tO+C2+1 2 1+C2+0*t2+1 3 1+C2+0+C2+1 4 1+03+0'03+1 4 1+03+0+0+1 4 Mi Miami roduet Control Custom 11.381.12.016 1+CE+0+C2+1 2 1+C2+0+C2+1 21+02+0+C2+1 31+03+0+C3+1 41+C3+O+C3+1 41+C3+0+p+1 4 52-118" Y•'h-Y 12.017-13.397 1+C2+O+C1+1 21+C2+0+C2+1 214C2+O+C2+1 3 1+p+0+C3+1 41+C3+O+c3+1 4 1+03+0+03+1 4 a Y-Y-Y 13.398-17.018 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+02+1 3 1+02+0+C2+1 4 I+p+0+C3+1 4 1+03+0+C3+1 4 ADDt�NOTE TO ANCHOR Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+p+2+03+1 4 1+03+2+C3+1 4 rc CITY.TABLES. m 60' Y4-%-y4 13-398-15-360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+03+2+C3+1 4 1+C3+2+03+1 4 Y-Y-Y 15.361-19-641 1+C2+O+C2+1 2 1+C2+0+C2+1'2 1+C2+0+C2+1 3 1+040+03+1 4 1+C3+D«C3+1 4 1+04+0+0441 4 tC0 Q m Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+03+3+p+1 4 1+C3+3+03+1 4 z (A •naa i+C2+2+02+1 2 1+C2+2+C2+1 2 1402+3+C2+1 3 1+C3+3+03+1 4 1+CB+3+p+1 4 1+C4+3+C4+1 4 N 7S '/s-Y-Y 13.398-19.110 ur 4- 1+C2+O+CZ+1 2 1+C2+O+C2+1 2 1+C3+0+C+F1 3 14C3+O+C3+1 4 1+04+0+04+1 4 t+C4+0+C4+1 4 d 0 Q b Y-Y 19,111-24.641 o Custom 17,841-18.397 I+Cd+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+C3+1 4 i+p+4+C3+1 4 1+01+4+01+1 4 W Q 98' Y4-)6-Y, 19.398-24.360 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+03+1 4 1+C3+4+03+1 4 1+CA+4+C4+1 4 },io z W i Y•Y-Y 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2+ 2 2+C2+2+C2+2 3 2+C3+3+C3+ 4 2+C3+3+C3+ 412+r,4+3-C4+2141 C9 N '7 (Y EL 29.841•32515 2+C2+3+C2+2 2 2+02+3+C2+ 2 2402+3+C2+2 3 2+03+4+037 42+0+4+03* 4 2+C4+4+01+2 4 _J�o M� 120° Y_Y_Y 32,516-39.641 2+C2+2+C2+2 212+C2+3+02+21212-C2+3+02+2 3 2+0+3+0+2 4 2+C4+3+01+ 4 2+07+3+04+ 4 Z lei C c� 0 140' Custom '+ .39.641 2+C2+3+C2+2 2 2+C2+3+t2+2 2 2+02+3+;2+2 3 2+03+4+03+ 4 2+C4+4+CA+ 4 2+04+4+C4+ 4 =V d ®x Anchor Group B Anchor Group D W Z m a L U 354/4• Y%-Ys 11.391-111.391 1+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+14 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+02+D+C2+1 3 1+02-0x02+1 4 1+C2+D+C2+1 4 1+Ct+0+(2+1 4 0 J 6ma 00 4 38" Y-Y-Y 12.308-12.308 1+C2+D+C2+1 2 1+C2+0+02+1 2 14C2+O+C2+1 3 1+C2+0+02+1 4 1+f2+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+C240FC2+1 4 t+C2+0+C2+1 4 1+C1+0+C2+1 4 o Z V a . Y-Y-Y 11.391-13.397 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 i+C2+11+C2+1 4 1+p+0+03 1+03+0+03+1+1 4 1+ +0+ +1 4 1+C2+DK 2+1 2 1+C240+C2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C3+D+p+1 4 V LLJ 0 45.18' --Y-%3-6 13.396.14.89;1 1+02+0+02+1 2 4+C2+0+72+1 2 1+01+0+02+1 3 1+02+0402+1 4 1+02+0+02+1 4 1403+0+0+1 4 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+02+0+02*1 4 1+p+0+03+1 4 J Ul) ! Y-Y-Y 11.391-12.207 1+72+0+C2+1 2 1+C2+D+C2+1 2 1+CE+O+C2+1 3 1+C2+0+C2+1 4 1+p+0+03+1 4 1+Ca+0+C3+1 4 1+72+0+C2+1 2 1+C1+0+72+1 2 1+C2+0+t2+1 3 1+C2+0+C2+1 4 1+03r0+C3+1 4 1+(2+0+0+1 4 m i"' Q 47-3/4' a Y-Y-Y 12.203-16.658 1+C2+D+C2+1 2 1+C2+6+02+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+03+0+•C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+72+1 2 i+C2+0+C2+1 3 i+C2+0+02+1 4 1+C3+Orp+1 4 1+C3+O+C3+1 4 ® ¢ I� , Custom 11.391-12016 1+C2+0+C2+1 21+C2+O+C2+1 21+C2+0+2+1 3 1+C3+6+C3+1 41+C3+0+C3+1 41+pW+C3+1 4 1+C2+1)+02+1 21+C2+0-+C2+1 2 1+C2+0+C2+1 31+0+0+0+1 41+C3+O+C3+1 41+0+0+0+1 4 Q t- 62-1/8• Y-Yy-Y 12.017-13.397 1+02+0+C2+1 2 1+02+D+G2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C3+0+03+1 4 1+C2+O C2+1 2 1+C2+0+C2+1 2 1+02+DrC2+1 3 1+0340+C3+1 4 1+03+0+C3+1 4 1+p+D+C3+1 4 FS ao Y-Y-Y 13.398-17.010 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 411-C3+0+03+1 4 1+C3+0+C3+1 4 1+728+C2+1 2 1+C2+D+C2+1 2 1+p+D+C2+i 3 1+C246+C2+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 a Z r 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+1 402+r2l C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C 2+1 4 t+p+2+03+1 4 1+C3+2+C3+1 4 O = m 6ff Y-h-Y 13.398-15.380 1+C2+Z+C2+t 2 1+C2+2+01+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+0+2+0+1 4 1+p+2+p+t 402+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 1+C2+1+02+1 4 1+03+Hp+1 4 t+p+t+p+1 4 ~j (? W tf� Y-Y•Y 115,361-19.641 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+0+0+03+1 4 1+Cq+0+C4+1 4C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 140+D+C3+1 4 1+03+D+p41 4 1+C4+D+C4+1 4 U Z Q Custom 11.391-13,397 1+C2+3+C2+1 2 1•+C2+3+C2+1 2 1+C2*3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+03+3+C3+1 4C2+1 2 1+C2+2+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+0+1 4 a Z = 75, )/4-Y-% 13.398-19.110 1+(2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C7+1 3 i+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+04+1 4C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+03+2+03+1 4 1+C4+2+C4+1 4 aDl1 'ua0 sa as Y-Y-Y 19.111-24.641 1+C2+0+C2+1 2 1+C2+D+C2+12 1+03+0+C3+1 31+03+0+03+1 4 11+C4+0+C4+1 4 1+C4+D+C4+1 4C1+1 2 1+02+0.C2+1 2 1+C3+0+C3+13 1+p+D+p+1 4 1+C4+0+04+1 4 1+C4+O+C4+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+0+1 4 1+Ca+4+p+1 411+04-4+04+1 401+1 2 t+C2+3+02+1 2 1+02+3+02+1 3 1+03+4+0+1 4 1+0+4+0+1 4 1+04+4+04+1 4 98° Y-Y-Y 19.39111-24.360 1+C2+3+C2+1 21+C2+3+C2+121+C2+4+C2+1 31+0+4+C3+1 41+C3+4+C2+1 41+01+4+03+14C2+1 21+C2+3+C2+1 21+C2+3+C2+1 31+p+3+0+1 41*C8+3+03+1 41+C4+3+04+1141 ` VIGEMSF•.,(��� . , Y-Y-)a 24.361-31.641 2+02+2+02+2 2 2+02+3+02+ 22+02+3+C2+2 3 2+03+3+03+2 4 2+03+3+0+ 4 2+C1+3+C4+ 4 1+C2+2rC2+1 2 1+02+2+02+1 2 1+(2+2+027.1 3 t+p+2Fp+1 4 1+0+•2+03+1 4 1+C4+2+C4+1 4 N0.58705 Y-%-Y 29.641.32515 +C2+3+CZ+2 2 2+C2+3+2+ 22+02+4+02+2 3 2+0+4+0+2 4 2+03+4+03+ 4 9 +4+C4+ 4 2+C2+3+C2+2 2 2+CZ+3+02+2 2 2+C2+3+C2+ 3 2+0+4403+2 4 Z+p+4+p+ 4 2+0444+044 4 ^*:• 120" - Y-Y-Y 32.616-39.641 +C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+p+ 4 2+C4+4+C4+2 4 2+CS+A+C5+2 4 2+C2+2+C2* 2 2+C2+SaC2+2 2 2+C2+3+02+ 3 2+p+3+03+2 4 2+Cq+3+04+ 4 2+0443+04+ 4 140' Custom .39.641 2+C2+3+03+2 2 2+C2+3+02+2 2 2+C24-4+C2+21312+03+4,0+ 4 2+04+4+C4+ 4 2+00+4+C6+2 4 2+0243+02+ 2 2+C2+3+02+2 2 2+02+3+02+2 3 2+p+gap+2 4 2*C4+4+01+ 4 2+04+4+C4+ 4 ��0I .:•�Q!-Z NOTES: SEE TABLE 15 FOR DESIGN PRESSURE i��'•,0300 �/ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). i ass RIOA,.••G�`i f GLASS TYPES 10.12&1416 "'MIN.SASH SIZE e W NDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8, L MAY 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. f/11 I!I It, NEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL FIN FRAMES 4)"1/4.112-14'AND"U3.1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER P.E IN THE ADJACENT COLUMN."CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.R 58705 TABLE 2.7. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass 7�Pes Anchor QuatntRie9 for XOX Windows 14-16 Sash 24'Height 30'Hegfd 38'lielght 48'FWSM 54•Heigh! 63'Fklgld 24'Height 30'Height 36'lietDht 48'Heght 64'Heght 63'Heght Sash Width Reint Leel con ply M) Head&SBI Head&SI11 Head&SBI Head&SIBIii Head&SIORI Head&SOI a Head&SN Head&SOI Head&SIO Heed&SBI Head&SIO Plead&SDI + Anchor Group A Anchor Group C 35-U4' %-Y,% 11.391-11.391 1+C2+o+G2r1 2 1+C2+O+C2+1 2 1+C2+OFC?+1 3 1+C2+D+C2+1 4 t+1„2+0+,2+1 4 1+C240+02+1 4 PRODUCT REVISED 38' Ys-X-X IZ308-12.308 1+C2+D+C2+1 2 1+(2+0+02+1 2 1+C2+0+O2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+p+0+pH 4 ascomp with the Florida + 1+C2+0-02+1 2 1+C2+0+C2+1 2 1rC2+0+C2+1 3 1+C3+0+C3+7 4 1+p+0+C3+1 4 1+C4+O+CA+1 4 Bulldfng CCoode 45.1/8' /+ 11.391•13.397 NOA-No. 17-0411.08 Ys%-� 13398-14.683 1+C2+0+02+1 2 1+C2+NC2+1 2 1+(2rD+02H 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C3+O+p+1 4 P-apiration Data 0912412020 Yr X 11.391-12.291 1+02+0+0!+1 2 1+Cx+0+C2+i 2 t+C2+0+Ct+1 3 1+C3+a+C3+1 4 1+C3+0+C3+1 4 1+CA+O+C4+1 4 47 4' X-X-3 1Z208-16.60- t+C2+0+C2+1 21+C2+6+C2+1 21+C2+0+C2+1 31+C3+0+C3+1 41+C3+0+C3+1 41+C3+D+pH 4 BY (!stout 11.391-12.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4W+C4+1 4 1+C4+D+CA+1 4 bia1° �' ro uct.'on o 62-UB• FUR 12017•13.397 1+C2r0+C2+1 2 1+q+0+(2+1 2 1+C3+O+C3+1 3 1+C3+Orp+1 4 1+C4+0+04+1 4 1+C4+0t C4I+1 4 '�-Ys 13.389-17.016 1+C2+0+02+1 2 NCL+0-02+1 2 1+G9+O+C3+1 3 1+C3+0+C3+1 4 1+GI+O+C4+1 4 1+C00+C40 4 m ADDED NOTE TO ANCHOR .� 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 t+C3+2+C4+1 4 1•+C4+2+CM7 4 P,OTY•TABLES. m 60' X-YS-X 13.388•16.80- Nat A@Owed 1+C2+1+C2+1 2 1+C2+2+02+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 X-X-X 15.381•18.041 1+C2+D+(2+1 2 1+C2+0+C2+1 2 1+C3+DH3+1 3 1+C4+0+C4+1 4 i+CA+O+CAM 4 1+CS+O+CS+1 4 _ L Y C]lstam 11.391-13.397 NC2+2+02+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+CA+3+C4+1 4 1+04+3+C4+1 4 i - to .tea 75' X-Ys-Y. 13398-19.110 1+C2+2+C2+1 2 1+C2+2t=+1 2 1+C2+3+02+1 3 1+08+3+C3+1 4 1+Cq+3+CA+1 4 1+CA+3+C4+i 4 ui ` %-X-X 19.111.24.641 1+C2+0+C2+1 2 1+C3r0+C3+1 2 1+C3+O+C8+1 3 1+CA+O+CA+1 A 1rC5+C+CS+1 4 1+C5+O+CSt1 4 j O O Custom 17.641-19.39T 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C$+4+C8+1 411+04+44C4+1 4 1+C4+4WA+1 4 0: 19.398-24.360 1+C2r3+C2+1 2 1+!2+3+(2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 NC4+4+CA+1 4 1+01+3+C4+1 4 O}to z m w'0 24.301-31.641 1+C2+2+C2+1-2 2+02+2+C2+2 2 2+C2+2+C2+ 3 2+CA+3+CA+ 4 2+04+3+CM 4 t+C4+2+CA+1 4 CJ 111 s � f� YIY.-X '9541-37-615 2+C2+3+C2r 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+CA+4+C4+2 4 2+C4+4+C4+ 412+C4+3+04+2 4 -J c� r� As = 120" %-%-X 32516-38.641 2+C2+2+C2r 2 1+Cx+3+12+2 2 2+C2+3+02+ 3 2rC4+3+CAr2 4 2+04+3+04+ 4 2+C4+3+04+ 4 Z LL� r p eaa 140' Custom « •39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 04+4+G+2 4 2+CA+4+04+ 4 2+Cq+3+CA+ 4 Anchor Group B Anchor G uup D ILC)Z m = W •oN 35.114• X-X- 11.391-11.391 1+C 2+D+C2+1 2 1+02+a+C2+1 2 1+02+0-02+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C7+0+C2+1 4 1+C1+O+C2+1 �� 38• X-X-:S 12308-12.308 1+C2+p+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 t+C2+0+02+1 4 1+C2+O+C2+1 4 NC3+O+C3+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 t+C2+0+C2+1 4 1+C2+0+Cx+1 4 1+C3+0+C3+1 4 `Z v a < r- 45-118' LIL 3a-%-X 11.391•13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+p+0+C3+1 4 1+03+0-03+1 4 NCMO+C4+1 4 1+C2+0+C2+1 2 1+C2+Q+C2+1 2 t+C2+0rC2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+CA+O+CA+1 4 W V ` W I X-X X 1&398.14.663 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+(2+0+(2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+02+0+02+1 2 1+02+0+C2H 2 1+02+0+02+1 3 1+C3+O+03+1 A l+C3+O+p+1 4 1+C3+O+p+1 4 (C J (P ��4, X-X-X 11.391-12297 1+C 2+D+C 2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+D+p*1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C 2+0+02+1 2 1+C2+O+C2+1 2 t+C2+OFC2+1 3 1+Cx+0+p+•1 4 1+p+0+C3+1 4 1+C4+O+Gi+1 4 m 1--• 0 r 45 %-X-X 12298-16-558 1+C2+o+C 2+1 2 1+C2+O+C2+1 2 1+C2+D+CR+1 3 1+p+0+p+1 4 1+(3+0+3+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 1+C2+O+C7+1 2 1+C2+0+C2+1 3 t+C3+0+C3+1 4 1+p+D+C3+1 4 t+C3+0+C3+1 4 z 1 13 ® Q 14 Custom 11.391•12016 1+C2+D+C2+1 2 I+C2+O+C 2+1 2.1+C340+0+1 3 1+C3+O+Ci+1 4 1+CA+0+CA+1 4 1+CA+O+C4+1 4 1+C2+0+C2+1 2 1+C2+O+Cx+1 2 1+C3+O+C3+1 3 1+C8+O+C3+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 a f-• 52-1/8' y.-%-y4 12al7-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+C3+D+C3+t 411+04+0+04+114 1+C4+O+04+1 4 1+C2+0+C2+1 2 14(x+0+C2+1 2 1+03+0+C3+1 3 1+C3+O+p+1 4 1+CA+0+CA+1 4 1+CA+0MA+1 4 d f-• Z 'I XIS-X J3.398%JT.016 1+C2+0FC2+1 2 1+CZ+GfC2+1 2 1+p+OK3+1 3 1+C3+0+C3+1 4 1+01+0+C4+1 4 1+C4+D+C4+1 4 1+C2*O+C2+1 2 1+Cx+0+C2+1 2 1+C3+D+p+1 3 1+C3+0+C3+1 4 1+CM+0+04+1 4 1+C4+O+C4+1 4 z '1" II M Custom 11.391-13.397 1+C2+2+0441 2 1+C2+2+C2+1 21+C2+2+C2+1 3 1+C3+2+C3+1 41+C3+2+C3+1 4 1+04+2+CA+1 4 1+C2+2+C2+1 21+CZ+2+C2N 21+C2+2+C2+1 3 1+C3+2+C3+1 4 t+C3+2+C3+1 41+C4+2+C4+1 4 O = O m 80' WC17% 19.398•15.360 1+C2+2+Cx+1 2 1+CL+2+02+1 2 1+CZ+2+CL+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+C4+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+p+1 4 1+p+1+C3+1 4 1+C4+1+04+1 4 VLO LID %-X-Ys 16.361•19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+DWA+1 4 1+CAr0+04+1 4 i+C6+0+C6+1 4 1+C2+D+C2+1 2 I+C2+0+C2+1 2 1+C3+0+C3+1 3 1+CA+O+C4+1 4 1+04+0+04+1 4 1+CS+D+CS+1 4 Z O Custom 11.391.13.397 1+C2+3+C2+1 21+C2+3+C2+1 21+02+3+02+1 31+C3+3+C3+1 41+04+3+C4+141+04+3+C4+14 I+C2+2+C2+1 21+C2+2+(2+1 21+(x+3+(2+1 3 1+p+3+C3+1 4 1+01+3+CA+14 1+C4+3+C4+14 Q = _ 75' X-X-X 13.398-19.110 1+C2+2+02+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 i+p+3+p+1 4 1+CM3+C4+1 4 1+04+3+C4+1 4 1+C2+2+C2+1 2 1+C 2+2+C2+1 2 1+Cx+2+C2+1 3 1+p+2+03+1 4 1+Cit+2+CAH 4 1+C4+2+C4+1 4 elu 'oss0 sous plsSom 17.841-18.397 i+C2++3+12+i 2 1+02+3+02+1 2 1+02+4+C2+1 3 1+C2+A+p+1 4 1+CM4+C4+1 4 1+CA+4rCA+1 4 1+(2+3+02+1 2 7+01 CZH 2 1+02+3+C2+1 3 1+pMOtC3+1 4 1+G7++4+04+1 4 1rCM3+C4+1 4 � NY�YN,,V �� ... .!Y,y�� BG X y. 19.386.24.360 N[2+3+C2+1 2 1+02+3+C2+1 2 irC2+4+C2+1 3 1+CA+4+C4+1 4 1+CM4+04+1 4 1+CA+3404+1J42 +(2+NC2+1 2 1*C2+3+02*1 2 i+C2+3+02+1 3 1+04+3+CM7 4 1+04«3+04+1 4 i+CA+3+CM1 41JGENS.F•••• ! Ys-X-X 24.361.31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+CAr3+CA+ 4 2+C4+3+C4+ 4 1+C4+2+C4+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+04+2+01+1 4 1+04+2+04+1 4 �= X-X-X 28.841•32.615 +(2+3+C2+2 2 2+02+3+G2+2 2 2+C2M+(2+2 3 2404+4+04+2 4 2+CA+4+CM2 4 2+C4M+C4+2 +C2r9+C2+ 2 2+(2+3+(2+2 2 2+02.3+02+2 3 2+CM4+CA+2 4 2+CA+4+04* 4 2+CA+3MA+ 4 *7 No.5870 120• - C •S *_ Yi•X-X 32516.39.841 +C2+3+(2+2 2 2+02+3+C2+2 2 2+02.3+01+2 3 2+04+4+04+2 4 2+CA+4+G1+2 4 2+C4+3+C4+2 +02+2+C2+ 2 240E+3+CL+2 2 2402+3+02+2 3 2+CA+3+CM 4 2+CM3+G1+ 4 2+04+2+CA+ 4 14CP Custom •• -38.641 +C2+3+C1+2 2 2+CL+3+C2+ 2 2+C2+4+C2+2 3 2+01+4+Ci+ 4 2+CA+4+C4+ 4 2+C4+3+C4+2 +02+3+02+ 2 2+02+3+02+2 22+2+3+0,2+2 8 2+G1*4+CA* 42404+4+C4+2 4 2rCA+3+CA+ 4 1 3 3 I ":. ' NOTES: SEE TABLE 16 FOR DESIGN PRESSURE %�.C�•••- ATE p 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). %�s•''Z ORIDA-.••'��`. WINDOW WIDTH-60.72 SASH SIZE 2 OR SIZEIS AS PER THE FIGURES S NOT SHOWN, UNSHEETS TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. GLASS TYPES 10.12 81416 "MIN.SASH SIZE= N MAY NOT BE USED WITH 2 3)SEE SHEET 8 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)'114112-114•AND•113-113.1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN 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. PEA68705 ) TABLE 2a: Bill of Material 3.500° 3.500" 3.500" 3.50[r # Part Description Material I 1 620121 Frame Head,SIN and Jambs-J-Channel PVC If�� ��"'- •062° •"�f+- •062' I�-.---.p62• 2 620122 Frame Head,SN and Jambs-Flange PVC a ' 3 820123 Frame Head,Sfll and Jambs-Fin PVC 4 620124 Farne Head,Sill and Jambs-Equal lag PVC 2 ' 2445 2.445• 2.445 13 620172 AMI-Lift insert/Trim Cover PVC ❑ 141 620131 Track Meeting Rail PVC ❑❑� �� I o ❑�� I o O 15 820158 Track Insert 6083 T8 All O 1 o UU 1 1 1 IF 18 620129 Sash Rail(Sides,Top&Bottom) PVC i ---J1L_ ___ILL_ 17 620168 Monorail 808316 Al 625" FFRAME HANNEL �5 FLANGE FRAME FIN FRAME EQUALLEG FRAME 19 620156 Pull Rall Interlock 6083 T8 AI T THEAD,SILL 2O JAMSS JA SILL 8 1, O3 MBS HEAD,SILL& ( HEAD,SILL& 20 820144 Pull Rail Interlock Cofer PVC tl 21 620150 Light Sash Reinbroement 6063 TB AI 22 020151 Stendard Sash Reinforcement 6063 T8 At 1,872• -� 1.641' - 23 620162 HD Sash Relnbrcement 6053 TO AI 24 620153 Standard Meeting Rall Relubrrement 6005 T5 All I�1.507° �-{ J y I 1.43T 26 620154 HD Meeting Reil Relatmement 6005 75 AI I I 1.630' t��r lII .375'T 2.,ao" -►{ rr 2 re• 26 e20155 H.D.Horiz.Roller Meeting Rail Relnfacement 6005 T5 AI �y 066" o o I 1.020"�I u 1 Z7 71OX114PPA #10 x 1-114°PH.PH SDS(Monorail Sctuw) 410 SS •G.05T11 IIUUII II 590° .471" .080° -�•lf�- �L07[�� 28 61644 Weatherstrip,.18T x.270•Fin Re � .085• 12911" �-- � -•.-{ 1.000• )•�- 29 61719 Weatherstrip,.187'x.220•Poly Pile _ LIFT RAIL 30 #8%1'Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 &TRIM COVER 14 MEETING RAIL 16 INSERT 16 SASH RAIL 18 INTERLOCK LIFT RAIL O INTERLOCK OVER- 31 78X712PPA #8 x 3.1/2'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP IMeeting Rag Screw Support Plate 6063 T5 AI .316• L 470` 33 720210 Weep Hole Cofer PVC �0• -�{ ,.100• 34 720187 Installation Screw Hole Plug PVCI •moo' 750• .764" .716' . I 37 720197 Auto Lock C Steel 715 V�L 38 720199 Sweep Lock Cast Zinc . 39 720198 Auto Lock Cover Assembly Cast Zinc .026' -►f+-� 0351 -�f�� -�1 1•,aS i 40 #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) 86 tAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD 41 720200 Auto and SweepLock Keeper Cast Zmc 72 BEADING O SCREEN FRAME et SCREEN FRAME 21 REINFORCEMENT O REINFORCEMENT 42 76X34PPA #6x 314"PH.PH SDS(Keeper Screw) SS 43 7012FPTX #6x 1/2'FPH Tek(Reintorcernent Screw) SS 28[ 44 Leadstile Top Comer Key Nylon 070" -►I� 1.182 �- 1.182• F. f �I 1.184' I` 45 Leadstlle Bottom Comer Key Nylon 1 f I y 36' �{I I}�- .070" •094' 46 Lock3tile Top Caner Key y Nylon ��ii 07[ .791'p- 0 1.041'I t�JL� 1-1 122 47 Lookstlle Bottom Comer Ke N Ion e1[ �u�U 1 L IILLIIii T1T11!!rr 130^ 164' 074• 48 720204 Wheel Nylon 160' � 1.331° r--- _--1 1.340" �+- •-�•{ 1.340" 1• 72 620135 Lanni.I.G.Bead PVC HD SASH STANDARD HD MEETING HO HR MEETING PRODUCT REVISED 74 Backbedding,GE 770D or DOW 791 Silicone 23 REINFORCEMENT 24 MEETING RAIL O RAIL GRAIL 17 MONORAIL as comp==e with the Florida 75 71664/5 Setting Block(7/6'%Tx llrZ 85+1-5 duan. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT 10A-NBulldlug tle 10A-No. 17-0411.08 W 61011 IRol14brmedSoreen Alum Reyes ar bn Explratlan Date 9/24/2020 81 81012 Extnrded Screen Frame Akan `.`` Q�yY LYNN 7i,,' JR 03/27/17 Q�� NoCHANGES THIS sH6ET. ay 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Ping Ring PVC R,rt„d Data,, mmm uet eontro 84 47D41W/CKGLB Screen Comer Kay No Pull Ring PVC �*r NO.58705 85 7CASPM Tension Spring 8S -*_ ® �D� 66 61816M screen Cloth F6xglass p°: tTE?) f R Q WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 81635/81614- .140'Screen Spline(Machlne/Hend Rolled) Vinyl �O,n., /:'( /� 10707ECHNOLOGYDRIVE �r per; C�` ''•:�<ORIDP•,•' �: N.VENICEFL34Z75 NOTES. ,SS�O AL��G�`�� (�xa4a�u'orrrmusrrsse.s+c. admluIZONTAL ROLLER-LM 05/15/R15 1)ITEMS#r,12.16,35.36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A,i I t'Ik Pg, H R-5510 NTS •17S"I OF 18 M D-HR5510-01 B 2]PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD„TO 8E LABELED FOR AAMA EXTRUDER CODE. PER 68705 CERT;OFAUTH,/r1B298 16 SASH LE 29: ASSEMBLY Egress Lock Bill of Material MRERF.D FRAME WRH DETAILS © # PaR# Desalptlan Material 1 INTERIOR AND EXTERIOR FRAME WELDS 1DO 7MC7024 Muk4Point Lack or Cast 411 , 42 1 ® 1D1 73340 OpeadormountingPlate Steel 16 102 72015 Multipoint Lock Kee Alundnum 31 ATTACHED TO 103 720214 Muki nt Look Guide Ion 32 EXTERIOR 46 SASH RAIL 1D4 220217.221 Tle Bar(Length Varies Steinleaa Sted 1 C? 105 71024X12HFX#10 x 10 HH MS Staldws Steal 100 7WFPAX #8 x 1"Ph.FH SMS Stainless Steel 72 X4 107 78X75FPTX #8 x 3/4"Ph.FH SDS Stainless Stall \ 19 O 17 ATTACHED TO 103 30 FRAMEJAMS 27 �. EGRESSLOCK 18 37 DETAILS 40 INOTTOSCALE 39 88 83 ORS 42 104 87 45 OPT.AUTO LOCK j ss \� PRODUCT REVISED 20 ATTACHED TO as compIng with the Florida FRAME JAMB 9ltdingtode 48 1 706 .CUA-No. 17-0411.06 + Expiration Data 09/24/2020 42 101 By 82 14 �� luf Mlam a ro ue Control OPT. \ 72 38 X4 �`` 40 102 41 47 42 OPT.SWEEP LOCK ATTACHED TO FRAME JAMB 80 OR B1 15 O1 1 11 1 FL 3 107D TECHNOLOGY 1 MITERED FRAME WITH © N.VENICE, FL 34275275 INTERIORAND EXTERIOR 100 (941)..-480.-•1600 FRAME WELDS SCREEN \` xIYILY, �� d �� CERT.OF AUrH.#29296 �� qN•-....NN �. iiIoa: ASSEMBLY �N.• iii �; JR 03/27/17 NOx)IANGESTIn96HEET. ��cENSF••-.�! DETAILS RMmd W. 0axd ReHahwx No.58705 33 0 00--opune: ire 83 OR D4 EXTERIOR FRAME A11 l� ?��; EXPLODED WINDOW VIEW J ROSOWSKI '-ASSEMBLY � F nr<a ani. NOTES: DETAILS c,S/ �Gmon ?� 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �' \� ��s,o�NaL`�NG��\ HORIZONTAL ROLLER-LM 05/15115 A L/YNN MdL�tt,PP SuNsll(odrt S°°ie She°k DmWL+9 No. ft., 2)J-CHANNEL FRAMESHOWN,PART il1.0711ER FRAME TYPES 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6A. Pgu58HR-5510 NTS 18 OF 18 MD-HR5510-01 B