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HomeMy WebLinkAboutProduct Approval (2) M IAM I-DAQE - MI.AMI-DADS COUNTY tRIENN, 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 NO CEPTANCE (NOA) w�•w.miamidade.6ov/econom1, GT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCO 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(AHT). 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 T--hgh Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510"PVC Horizontal Rolling,Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-B 85510-01 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 ex iration date by the Miami-Dade Co un Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 la MfAMi 1oacE CouN TY Expiration Date: September 24,2020 Approval Date: Augnst 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 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 feed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal'' spacer system, Super Spacer'NXTrm spacer system and X[L 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 CD 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per 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 act Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 a PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS-001-94 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 ND_A 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 NO-4 No.15-09 03.10) 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 A Plasencia,P.E. Pruct 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-51 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 NO.4_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 NO4 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. y Jorge M.Plasencia,P.E. roduct 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 RATNO IMPACT RATINOi r CLUSTER DETAILS SHEET 5—\ 12-3/4"MAX.O.C. VARIES PER REINFORCEMENT LARGE 11 SMALL MISSILE B"MAX. -�-I I--�- -----!_ _ B,SEE LEVEL,SEE SHEETS 8.8 IMPACT RESISTANT a�SHEETS MAX" _ S€E SHEETS r 9-16 D.SEE 2.5 ANCHORS,SEE CLI15'TER SHEET4 DETAILS SHEET 6—' 15.85" Ifs 18.84"MAX.O.C. SHA SEEEET 3� -__._10"MAX. .-_.--•-._. - .� 7} 8"MAX. �-- �.___MAXj O.C. B SEE I 9fIEEf 3 C,SEE�r - -_ _.___._._._-I. .� _,^ q I 1 MEET d 0"MAX. - -- ..__ - _ E,SEE C "EJA SEE -�Lj _._._._._._._._._._._._._._ -._.__._._.._._ 19" 76' EQUALLY / /ti / MAX.O.C. MAX 72' SPACED fir' I I BUCK MAX EANCHOR9 PER EQ63' TABLE317-22 / HEIGHT 1 ` HBUCK EIGHT S � MAX. ANCHORr- I BUCK SEE TABLE / j �' HEIGHT SHEETS ' O X U x x S'MAX. _- 8"MAX. SEE SILL _ SEE BILL I — - — WEEPFIOLE� I I WEEPHOLE cEE51LE DETAILS, 4"O.C. --x-11 IF�3"'MAX. DETAILS,— 4"O.C. -.1-� WMAX. WEEPHOLE_% 4"O.C.BETWEEN �e BETWEEN BETWEEN I -� - - 3"MAX. �VESHEET 3 SHEET 4 DETAILS. EPHOLE3 - B EPHOLES --s D SHEETS WEEPHOLES 75"MAX.BUCK WIDTH —r- 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 FLORIDA SUILDING CODE(FSC),0TH EDITION GENERAL NOTES:SERIES 6510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBG).5TH EDITION -ASTM E1300.09 1) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(I IVHZ). •ANSI/AF&PA NDS-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-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 380-10 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES........................1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS&ANCHOR 8)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSII TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL LEG/BOX.................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 .............8-9 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ...... 48 B)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION, ANCHOR QUANTITIES................. 10)REFERENCES:TEST REPORTS FTL-8072,8073 1118074;ELCO ULTRACON NOA;ELCO CRETEFLFX NOA;ELCO AGGRE-GATOR NOA;FNFROI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER EXTRUSION PROFILES..BOM17 ....17 SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED SY BUILDING OFFICIAL. .s complyyInBO with the Florid. Bulldin9 Corlls USER INSTRUCTIONS: NOA-No. 17-0411.08 111 I I explratlon Data 09/24/2020 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARDASCE 7. �� Y LYN '� Rewe.d er Del.: UPDAT n: 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX).SIZE,GLAZING OPTION FROM(TABLE 1)AND ON••.....!V �� UPDATED TO FBC Nil.ADOE. / REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENINO USING `'��'• �� % JR O3IZ7I 7 NOTE TO ANCHOR aiv.TBLs. By / G:G,- TABLES B-18(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Z' 1.10ENgF By Miam�� Product Control { Q•••' •;(n�� Re Need Dab: Redsfen: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. NO.58705 ` 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET ACCORDING TO THE INSTALLATION = * - CONDITIONS. - //7 - s *= T D..wipecn: Dro.n r 6 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES I7-27(SHEETS&18),WRIFYT14E ANCHOR/SUBSTRATE WILLMEET �l y /�-- GENERAL NOTES&ELEVATION J ROSOWSKI f REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM TIiIS SHEET S p.- ; SET ARE MET, %�� S iE 1070 TECHNOLOGY DRIVE n1e. Dob: 5)INS TALL AS PER 6HEET 3 FOR FLANGEIEQUAL LEO IMSTALL.ATION OR SHEET 4 FOR INTEGRN_FINIJ-CHANNEL IN97ALLATON. F �/ORIOP,. N.VENICE,FL 34275 USE TABLE 40N SHEET 2T0 FIND THE APPROPRIATE DETAILS. ' � "'••' ' �G\ \ (941}480-1600 HORIZONTAL ROLLER-LM 05/15/15 ��1N1AIL11E`�.�� copYRldttONaRRP�RAUsmIES,M M. seda/Modeh. SeoN: Sheol: Orowbp No. Ree NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A,LYNN MILLER,P.F_. CERT.OF AU7H.N29298 HR-5510 NT5 1 OF 18 M D-HR5510-01 B INTEGRAL FIN OR EQUAL LEO/BOX),SEE FIGURE B ON SPIFFY 2. p,E.f1 SB7o6 I TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE _ Glass Description Listed from Exterior to Interior Frame Glass ! P ( ) "A"=ANNEALED Types Options Installation Substrate Option Oetall Sheet "H"=HEAT STRENGTHENED (sae Fig B) (see Tabie 1) Conditions 5 /8"Laminated I.O.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Inlerlayer .=TEMPERED _ 6 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Liles of 1!8"A Glass with.090"PVB Inlerlayer "PVB"=.090"TROSIFOL®PVB Through the ....Into 2X Woad Freme/Bunksldp-af-t 4,opitm 5 7 8"Larninated I.G.:3/18"A Exterior Cap 4 3/8"Air Space 1-5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer BY KURARAY AMERICA.INC. J-Channel t 4 Integral fln..,... ...into Metal-sheet 4,option B 6 718"Laminated I.G.:3116"T Exterior Cap H 3/8"Air Space+vie"Laminated;(2)Liles of 1/8"A Glass with.O9(1"PVB Interlayer SG"=.096"SENTRYGLASty (#i) Through the name ....Into 2X Wood Frame/Buokstdp-sheel 4,option 6 of the window...... Into Metal,sheet 4,option 7 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer INTERLAYER BY KURARAY P AMERICA,INC. ....Into 2X Wood FramalBueksldp-sheet 3,cotton 1 11 7/8"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Interlayer Flange Through the(lame ....Into ConcrelelCMU-sheet 3,option 2 12 718"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space 4 5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Interlayer GLASS TYPES B.7, (42) 1-4 Of window...... __..through IXBucksldp Into ConcrelelCMU-sheet 3,option 3 t t a 15 14 718"Laminated 1.0.:1 ....Into Metal-sheet 3,option 4 /8"T Extortor Cep+5/18"Air Space+7/18"Laminated;(2)Liles of 3/18"A Glass with.090-SG Interlayer MAY NOT BE USED IN THE 15 7/8"Laminated I.G.:MIS"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass With.090"SG Interlayer o1+VHZ ABOVE 30'. Through the ....Into 2X Wood Frame/Suckstdp-sheet 4,option 5 ...... ... 18 7/8"Laminated LG.:3/18"T Exterior Cap+1/4"qtr Space+7/16'Laminated;(2)Utes of 3/16"A Glass With.090"SG Interlayer _-- Integral Fin t-4 integral tin .Into Metal-sheet 4,optim 8 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREANCHORAGE INDEX. (43) Through the frame .--Idto 2X Wood Ftame/Buckstdp-sheet 4,option 6 ofthe window...... ....into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAM[ ....Into 2X Wood Frame/Buckaldp-abeel 3,option 1 Min.Edge Min. Box/ Through the frame ....Into Concrete/CMU-sheet 3,option 2 Group Anchor Substrate MIN.OF 3 eelmitScrew Min.Fr Min.Fu Eq j*4)eg 1-4 or the window...... Distance Embedment* THREADS -- ....through iX0lxketd Into ConcreldCMU-sheet 3 option_._ Steal Saew s2 ksi 120 ksi P.T.Soul em Pine SG=O. 6' -3/B" BEYOND THE ....Into Metal-sheet J,cotton 4 #10 SMS ) METAL 18�Screw 60 kat 95 ksl (steel,I"S.S. Sfe!el,A38• 3/8" 0.050" SUBSTRATE. 410 Sarew 90 ksl 110 ksi or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Go.) Elco Aggre-Gator® 67 ksl 96 its]A Aluminum, 63-T5• 3/6" 0.050" "UNGROUTED_ CMU"VALUES Elco U11mcorodo 155ksl 177 ksl FIGURE B:FRAME TYPES P.T.Southem Pine(SG=0.55) 7/16" 1-3/6" MAY BE USED 410 SS Eloo CreleFlax/e 127.4 ksi 189.7 ksi 3/18"steel Ultracon Concrete(min.2.86 ksl) i" 1-3/8' FOR GROUTED 6083.75 Aluminum 16 ksi 22 ksi ?��-�� Ungrouted CMU,(ASTM 0.90) 2-1/2" 1-1/4" CMU A38 Steel 36 ei 58 ksi �, / P.T.Southern Pine(SG=0.65) 9118" 13/6" APPLICATIONS. Gr.33 Steel Stud 33 kel 45 ksi ��U 0-/0 �0 #12 SMS Steel,A36• 318" 0.050" H (s feel,1B-8 S.S. BOX L- Steel Stud,A653 Of.33' 3/8" 0.0451'(18 Ga.) FLANGE EQUAL- or 410 S.S.) INSTALLATION NOTES,SEE SHEETS 3 s 4 FOR ILLUSTRATIONS: LEG Aluminum,80133-T5' 3/8" 0.063" - 1/4"steel Ultracon Concrete(min.2.85 its[) 1" 1-3/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C Ungrouled CMU,(ASTM 0.90) 2-1/2" 1-1/4" 2 S 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, Concrete(min.3.36 ksl) 1-3/4" ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 1/4'steel Ultracon Concrete(mkt.2.85 ksl) -112" 13/4een�Io 1/ raCOR P.T.Southam Pine(SG=0.55) 1" 1-316" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, / 1/4"steel CreleAex Concrete(min.3.35 ksi) 2-112" 1-3/4" THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE (3�/0 CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF �� Ungroufed CMU,(ASTM C-90) 2-1/2" 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED INTEGRAL D 1/4"steel CreleAeK J-CHANNEL P.T.$Gotham Pine(SG=0.55) 1" 1-3/8" AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) FIN 114'steel Aggre-Gator Concrete(min.3.275 k9i) 1-1/2" 1-318" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4"steel Aggre-Gator P.T.Southam Pine SG=0.55 1" - 6' RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 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 TH OUGH THE INTEGRALFIN as cornI Ing with the Florida Min.Edge Mtn. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. and ,�odo 17-0411.00 Group Anchor Substrate Distance Embedment . E 2-V/2-'-x.131"Common Nell P.T.Southam Pine SG=0.56 318" 2-7116" ��1t L /t7/t Rewsed Or. Sete: RsvrNOn: Expiratroa Da1.09/24/2020 ( ) LY N,y JR 03/27/17 NO CHANOES THIS SHEET. 2-1/2"Ring-shank Rooting Nell P.T.Southam Pine(SG=0.65) 318" 2-7/16" B,`l�,.• �jj y / P.T.Southern Pine($0=0.55) 112" 1-3/8" P�•.• LtCENs f (�� Rsweed By: Date: R-hrl- Miem- } e rrdo.t Control #10 Trusshead SMS p Aluminum,6003-T5' 3/8" 0.050' y} No.68705 (steel,16-8 S.S. Steel Stud,Or.33' 3/8" 0.0451'(18 Ge.) 1k= m Descrtptron: ro^"�' on 410 S.S.) F Steel,A36' 3/0" 0.050^ = GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN,OF 3r�-:. ` 1070 TECHNOLOGY DRIVE Rlh: P.T.Southam Pine(SO=0.55) &16" 1-318" THREADS O•• ST E O Data: #12$M5 T '• �C/ N.VENICE,FL 34276 Aluminum,()063-T5' 316" 0.063" BEYONDT}1E •.FcoRtor..•''�e� (94t}16n t6Dn HORIZONTAL ROLLER-LM 05/15/15 (steel,11x-8 S.S. METAL ' s ...... � G`. Steel Stud,Or.33" 318" 0.050" �� S/ CCPI'mefR.7017 PoTRlDUSTPIEB,INC. or 410 S.S.) SUBSTRATE. pit ANAL �� ALL RKi e D Series odat: Score: se• Droatrnt Na. Rsr. Steel,A36* 3I8' O.g50" fvLYNNIWUL�d,P.E. CERT.OFAUTH.#29288 HR-5510 NTS 2 OF 18 MD-HR5510-01 B j P.E 4 68705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES --- INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 R@ OR 23 ANCHORED THROUGH FRAME AND I INSTALLATION EMBEDMENT AND EDGEOPTION Q BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 �OISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 1. TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE ._� SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 114"MAX SHIM EMBEDMENT FRAME INTO 2X WOOD _ � FRAME OR BUCKSTRIP. �--- 114"MAX.SHIM 1y 1 16 30) 16 / 29 SEE NOTE 2,SHEET 2. �� G� J 73 7 C 2B �-- EMBEDMENT ` 20 40\OPERABLE 4 EDGE FLANGE #10 OR A'12 STEEL // SASH DISTANCE FRAME —� SMS(GS),SEE-� 37-39 0 f SHONM O TABLE 2,SHEET 2. vlzm:z .I L o C2) 28 C TYP.ANCHOR TYPE, �1/4"MAXSHIM 41 o Z - FIXED� n O EMBEDMENTAND 13� - LITE _ I EDGE DISTANCE PER y-j VISIBLE SUBSTRATE,SEE LIGHT WIDTH_W-w --- TABLE 2,SHEET 2. 0 L _ _JI _ DADS APPROVED MULLION, _ VISl 0 � BLE 29 ALUMINUM/STEELFSC OFRAMING J FLANGE 0 / UGHTIWIDTH 421 EXTERIOR OR STEEL STUD.MAY BE�/ FRAME 72 \-- 14 n ( EQUAL " "• VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 OR(2G - `i' \ / LEO 1((,) AT MIDSPAN OF INTERLOCK FIXED (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME A3 3-112"FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, SHOWN CORNER AND(1)AT CENTER OF HEIGHT TABLE 1,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCKWIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A OX 22 OR 23 BUCK *1VIS 30 \ 16 19 (SEE SHEETS 7-8)16 FOR ALL"XOX"SASHPICAL HEIGHT EXTERIOR BLE 2p OPERABLE r`43 OPERABLE H 40 \�\� �• _ SASH SASH VISIBLE F\ 37-39 -�--1 00 __�21 R 22 OR 23 LIGHT - -- (uEOE SETS 6-8) HEIGHT I - 2BL I-TYPICAL FOR == 41 ----I J-ALL 9ASH J___ 18I LITE VISIBLE I^(-B6 LE I -_ o _ - _ fff __.___.45 47WIDTH 111"""'���� LIGHT MOTH FLANGE -. .....^-.-^•'-- -" B1 29 - -.- FRAME W 87 WEEP DPT. P8 15 SHOWN L'-`_- I o �_�L_ NOTCHES 6p - -' o —...� I-+` 72 �2T..• R 1 3!4'X 114' VISIBLE �l 34 26 R�28 LIGHT MOTH �� 1q 2 (SEE SHEETS 6-8)TYPICAL FOR 4 _I IALL"XOX"FIXED MEETING RAIL 33 1/4"MAX ------------- BUCK WIDTH- PRODUCT REVISED SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEO FRAME as complying with the Florida c Ballding Code t ll IInl1jA}LATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.00 EQUAL LEO 1 }�- r ReHsed By: Dele: Rev,•abn: FRAMESHOWN I T ��,rON•,..,NN���� NO CIi4N0E9 THIS SHEET. Expiration D e0 /24/.2020 ` 1 EMBEDMENT CEN /( JR 03/27/17 INSTALLATION L1 sF '• ! By P: •' ,% Revised By: Dole: ReNalon: Miam a ro uc Control ANCHORED TTHROUGH _`7f C No.68705 FRAME DIRECTLY INTO •�• - * IXo1m By: CONCRETEICMU. EDGE - �-�•' D Deeedpfl— DISTANCE VISIBLE uGHT FORMULAS 111q:- n; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCFAIODR TYPE, EQUALO B�O O'n.'•. FTA •�� 1070 TECHNOLOGY DRIVE a not EMBEDMENT N EOG � VERTICAL -LITE,� RD l� •..<OR11DR •�t�,� N VENICE,FL 34275 DISTANCE PER SU83TRAT WIDTH:BUCK WIDTH 12-4-114^ %,S'S+� NG\�� (941)-400-1000 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET . SECTION B=B HEIGHT'BUCK HEIGHT-7.114" �7 NAL � -- 7/OfIIIIIOtt \ f:OPYnIOHYat0lT pnT INDU6IRIE0,RlC, ALL a1Re REOERVED Sedes/Model; ScoN: Shea: Rowfnq No. Re, A.LYNN MILLER.P.E. CERT.OF AUTH.029296 HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.E.050705 -- I I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 (21)011@22OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME SEE SHEETS 6.8 NOTE 2,SHEET 2. INTO METAL I SEE INSTALLATION NOTES SHEET 2 ( ) ANCHORED THROUGH I INTEGRAL TYPICAL FOR AI_L. EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT -► FIN/FLANGE REMOVED) "XO"OR"OX"SASH /l 7 WOOD FRAME OR BUCK- _ U i6 29 STRIP.SEE NOTE 2, EDGE --�-I 1I4'MAX.SHIM 19 16 �3.0) SHEET 2. ��- DISTANCE 13) (20 OPERABLE 43 i �28 EDGE \ / `�0 SASH DISTANCE J-CHANNEL 410 OR#12 STEEL FRAME SHOWN SMS(O5),SEE—� 37-39 O TABLE 2,SHEET 2. 28 -I TYP.ANCHOR TYPE, �Lj 5 41 �I �� EMBEDMENTAND -1/4'MAX SHIM ❑ FIXED EDGE DISTANCE PER 0-11 LITE - SUBSTRATE,SEE TYP.ANCHOR TYPE, FIN AND/OR o= §1 LE 2. _EMBEDMENT AND EDGE FLANGE MAY BE - TABLE 2,SHEET DISTANCE PER SUBSTRATE, REMOVED IN-FIELD {{I (SCREWSHOWN) 72 SEE TABLE 3,SHEET 2. L�� n iI 85 M` 67 f FIN 13 O J U FRAME DADE APPROVED MULLION, NSIBLE EXTERIOR 0 SHOWN 29 FBC COMPLIANT 72 LI HT WIDTH _ \ 14 ALUMINUIWSTEEL FRAMING 24 OR 26 OR 20 3 OR STEEL STUD.MAYBE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR L LIOIiT LITE SEE SUBSTRATE PROPERTIES, "XO'OR"OX"FIXED MEETING RAIL HEIGHT TABLES 2 6 3,SHEET 2.. --�'-�-----�-----' -- BUCK WIDTH -�- - INSTALLATION HORIZONTAL SECTION C-C(OX) 22)OR 23 OPTION 8 (SEE SHEETS 7-8)i ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 30 18 -^19 16 \ ALL"XOX' (FLANGE MAY BE REMOVED) 2B`� OPERABLE 20 OPERABLE 43 SASH BUCK EXTERIOR o A SASH 40 _ -- ABLE 2 SHEET 2 HEIGHT lY-l' SASH Q #100R#12 STEEL �Y-3t3 1'- SMS(OS).BEE VISIBLE 21 R 22 R 23 LIGHT OPERABLE + - ' - I it I( O T -- - j SEE 3 ETS B-8) HEIGHT SASH J� SIT L J- 28)_ JI -- L J _ (— TYPICAL FOR r� �- _ 41 — `Z' o \--�FIXED I ALL SASH-� id _ VISIBLE o LITEo- -� _ I VISIBLE 45 47 —� LIGHT WIDTH - '^'11 LIGHT WIDTH OPT. --__ -.». ,.......,.w......................... _ 80 B1 d FIN (s6 FRAME 87 66 WE SHOWN — - I DC7 NOTC Ee 29 0 _ 1 VISIBLE I�\ EXTERIOR 3N'X 1/A"—� 25 OR 28 rrrlll —72 3 O LIGHT WIDTH C � ` 14 1 J.CHANNEL 1-1/4'X 114" (SEE SHEETS 6-8)TYP CAL FOR - FRAME 16 ALL"XOX"FIXED MEETING RAIL BUCK SHOWN WIDTH .__.._...____....-___ 33 _ { r PRODUCT REVISED 3 i/4"MAX HORIZONTAL SECTION C-C L� R.o.mpl Ing-ith BI.Florid• j SHIM 1 AT MID-SPAN OF INTERLOCK — Banding Cod. p O () INSTALLATION AS PER SECTION D-D ABOVE NOA-No. 97-04111.08 FIN FRAME (1)3-12"FROM EACH SASH LII'it o­CORNER AND 1 AT CENTER OF L I O asv .d W. Dal.: ReOCH ewP+retion o,t. 8/24/2020 SHOWN SASH STILES/RAILS �`� %A f L NN ��� = ��.• "•.�/ J R 03127/17 NO CHAP GE9 THIS SHEET. TYP.ANCHOR TYPE, _ - �� EMBEDMENTAND �� 2 LICENSE'•.��� ReNnd Dab: R-W-r Mism ro uc on ro EDGE DISTANCE PER _ EDGE DISTANCE �;' �' ) SUBSTRATE,SEE SEE _—� `*: No.58705 *_ TABLE 3,SHEET 2. —r1 EMBEDMENT _ OroRR By: eD Desadplbn: VISIBLE LIGHT FORMULAS A 3I f •w; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL -o A E�F 1070 TECHNOLOGY DRIVE Dele: INSTALLATION OPTION 5 (EQUAL-LITE,XO&UX) - 1�'•. A k/` rnle: ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ WIDTH:BUCK WIDTH 12-4-1/4" %j�s ftORIDp. \�: 94�)Aq��,600�275 HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1/4" �is�O((/AL�?���\ r"arm10Nro2m;POT INDUSTRIES,NC. STRIP.SEE NOTE 2,SHEET 2. /I I 1 1 1111 L ALL RIGLRS RESERVED Srriu/AIedN: Srnb: Sh..L powing No. Rrv: A.Lv�N HILLER.P.E. HR-5510 NTS 4 OF 18 MD-HR5510-01 B 296 P.E. 60785 CERT.OF RUTH.#29 i SILICONE STRUCTURAL —�{ 7/8"NOM. 7B'NOM. �--s— - �-{ 7/8"N M. �+-- 718'NOM. �+-- POLYISOBUTYLENE 1/4"NOM. WITH DESICCANT EXT•GLASS 7e KODISPACE 5118"A/A PVB 5/16"A/A PVB \ 5116"A/A PVB 5/18"A/A PVB 0 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 1/811) GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS a EXTERIOR a EXTERIOR y c]EXTERIOR C�EXTERIOR INT.GLASS - 76-7a 7&79 7e-7B 70-79 HOT-MELT BUM \ sravcruRAL GLASS TYPE 6 GLASS�E7 GLASS TYPE 8 FOAM SILICONE -3/18•NOM. GLASS TYPE 5 .._.-_.-..- WITH DESICCANT SUPER —� 7111"NOM. 7/8"N M, �-+— 7/8"N M. �+— 7re"NOM, r EXT.GLASS 77 SPACER@ NXT'" I I - 5/16"H/H SG 5/18"H/H SG 5118"HM SG 7/18"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE -INT.GLASS. 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS—� 1/8"T GLASS ALUMINUM a E%TERIOR a EXTERIOR 1ba EXTERIOR D EXTERIOR #.A ORCEMENT 78-79 79.79 • 7!479 70-7P REINFORCEMENT BU DESICGLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 F EXT.GLAS7e DURASEAL® SPACER 12'NOM.GLASS �I 710"NOM. I +� 718"NOM. 78-79 BITE TYP. I ---I ----VA -- 1 T.GLASS 72 74 7/16"A/A SG 7116"A/A SG---- ---- { EXTERIOR GLASS TYPES 5,7,11915 1/4"AIR SPACE 114"AIR SPACE MAY NOT BE USED IN THE 283/16"A GLASS--\ 3/16"T GLASS HVHZ ABOVE N. 1 POLYISO- DESICCANT FILL AREA BUTYLENE 29 76 EXTERIOR G`]EXTERIOR GLASS TYPES 10-12&14-18 SEAL 5/16"NOM. — 29 'MAY NOT BE USED WITH SILICONE SEAL ROLL-FORMED 7e-79 7e-7n •FIN FRAMES R INTEGRAL STAINLESS STEE 83 - PRODUCT REVISED XL EDGETm EXT.GLASSFINT.GLASS 79 SPACER GLASS TYPE 15 GLASS TYPE 16 epi a1�9 con9 with the FloAda -r--I FICDF-10II11 NOA-No. d 17-0411.08 i `1 NY LYN 17i RaH..d By: Dote: y R.W.1— Eeptrauoa Data 09/24/2020 1 �1k j JR 03/27/1/ NOCHANGES THIS SHEET. • " 2.,,.- LICEN,yF �� Mlam- a -ro u� d ci Control 1 TYP.GLAZING DETAIL Q. � Rw od By: O.fe: R.dalon: * No.58705 71r- ' "A"=ANNEALED = �� � _ R • Deaedplton: "'^ Darla Dexrlp8on Me 1.ri.l "H"=HEAT SrRENGTHENED .-� �7_ �; GLAZING DETAILS J ROSOWSKI "T'=TEMPERED '. i��) �T:',Iy� I O E O 1070 TECHNOLOGY DRIVE p«s; 76 Kommerlln945G TPS Spacer Sys lam 'PVB"�.090`TROSIFOLQD PVB BY KURARAV AMERICA,INC. � .t�••. •' �(/� Tille: ' 77 Ouerlea Super Spacer nXT with Hot Melt BOiyl See lhis •'SO"_-090"SENTRYGLA9�INTERLAYER BY KURARAY (C ORION.••'•\_�` N.VENICE,FL 34276 78 Ovenex0ulaaaalSpecer Helenas AMERICA,INC. ,,�rsS70NAL111�?G°� �o� aRe=o07POTIN.MT�%-.1110. HORIZONTAL ROLLER WINDOW-LM 05/15/15 79 Cardinal A Edge Specer FOR LAMINATED GLA7-ING COMPONENTS,SEE TABLE 1, A.7Ly.,.",, YN/JIa ,,R P.E. Hurd ne TH,U2 2 Senee/MR- Seale: Sheaf: Drowlnp No. R ERENOETESTREPORTS:FTL-8717.8968&8970 6HEET2. P.E.M6n7n5 CERT-OFAUTH.n2929B HR-5510 NTS 50F 18 MD-HR5510-01 B { I 1 ' i TABLE 6: Index to All Design Pressure and Anchor Quantity Tables Max. Mas. Glass Reinf. Design Pressure Anchor Ouenlily TABLE 8: ABLEIL Conn9 Widh Heigh Type Leyd Glaea Type. Design Pressure(IbslkZ) Gla..Typ.a esign Preseure(lbs/ft") 4' B 6 1l --9 5-e for XOor OXWindows 5"e for XO or OX Windows 2 B 18 9 Ralnt.Leeel Rt All Suek Lkights up to 54" Relnf.L..I R2 =18ORAGE )ID 75 67 6.8 B 19 10 or 03' 4 11 8 21 11 All Buck wlmhe +50/-50 AN Buck Wldlha OX 72' 6.B 4 10 B 2D 10 up to 75" up to 75" 75' 7B' 10-12 A 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE 14.1 4 12 B 11 5-8 3 S. 7 23 12 120" B3' 590 4 13 B 24 3 E-x - 7&0 4 14 8 25 14 140" 6., _10-12 4 15 8 28 15 — r aLJLJ CD 14-10 4 10 27 16 �— T HEADER HEADER I --� f+— 4'MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 201 FOR WINDOWS WITH 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT O r5-AINCHOR (REINFORCEMENTS SHOWN HEGH'I' (REINFORCEMENTS SHOWN SASH HEIGHT IN FIGURES APPLY TO ALL INFIGURES APPLY TO ALLSTER DETAIL FRAME TYPES 8 FRAME TYPES 6 CONFIGURATIONS) O 2J'1 CONFIGURATIONS) 21 4'MAX,O.C. F��XJJCRrr�EEFrtrt1tIp�p SILL ry SILL 4-ANCHOR ! CLUSTER DETAIL -- SASH WIDTH SASH WIDTH — e o m MEETING RAIL [ I MEETING RAIL 4'MAX.O.C. —►� �-+— 0 _V 0_. I . 24 /—25 73-AINCHOR 21JAMB ExrERIOR l JAMB EMISD` PRODUCT REVISEDSTER DETAIL eMtiai gpilogewlth lha Florida NOTES; NOA-No- 17-0411.08 1)USE THESE TABLES FOR ALL WINDOWS 11111 Ii1/7 Expiration Dale 09/24/2020 INSTALLED THROUGH THE FRAME OR �� N /44 i,� eNeed By: 00. Revlelon: 8"MAX.O.C. INTEGRAL FIN. �'j\C ••"' '•• / JR 03/27/17 CORRECTED 7ABLE a. By 2 FRAME DIMENSIONS ARE BUCK WIDTH AND L10EN,q y 4"MIN,O.C. I I ) - F •'•��/� MtR - a ro uc onlro BUCK HEIGHT(SHEETS 3-4).SASH SIZE 19 AS Re Need W. Dote: R-1,1— PER -1,1 :PER THE FIGURE. No.58705 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - 7F NEXT AVAILABLE WIDTH OR HEIGHT _.,D M�' _ Ar; _ Drvan ay: DIMENSION SHOWN ON THE TABLE. `�. �_ TDe "-1� 31 DESIGN PRESSURE TABLES J ROSOWSKI i 2-ANCHOR 4)"1/4-t12-1/4"AND"i/3-1A-1/3"INDICATETHA7 Q A EO'� ' �- THOSE STANDARD SASH CONFIGURATIONS T �/ 1070 TECHNOLOGY DRIVE pot.: CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE iN THE i�s ': TABLE 8: GI..Type. Design Pressure(lbslft) 9.8 fcrXOor OXWindows Rent Level R3 AN Buck Height.up to 63' 0 All fiuek Width. HEADER up to 75• +50/-50 2 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(lbslft2)for XOX 22 s.e sun dn seen Windows Rein!.L". 1 ("-fig-I. ReWllg•(In) WMdmx Buck lidghl SASH R3 IB' 64' 631' HEIGHT 35.114^ '/,-%-Y, 11.391-11.391 +50.0 -50.0 1+50.0 1 -50.0 +50.0 1 -60.0 38•• R-%-y 1.3116-12.308 +,%0 -50.0 1+50.0 1 -50.0 +50.0 -500 46-118' y_y_y 11.391.13397 +50.0 .50.0 +50.0 -.50.0 +5D.0 -50.0 I %-y 13.398-14.683 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 47.3!4" "y Y, 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50.0 -50-0 f� --- Y,-Y,-Yl 12.298.15.558 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 �y Custom 11.391-12.018 .5D.0 -50.() +50,0 •50.0 +50.0 -50.0 ->t3+ro8 - - SILL 52.118•' y-y-y 12.017-13+39f +50.0 1 -50.0 +50.0 -50.0 +50.0 -50.0 j 13.398-17.016 +50.0 1 -50.0 +50.0 -50.0 +60.0 50.0 Cost m 11.391-13.397 +60.0 -50.0 1+50.0 -50.0 +60.0 50.0 SASH WIDTH ----► 60" y-y2-y 13.399 15.300 +50.0 -60.0 +60.0 -50.0 +50.0 50.0 y-y-y 15.361-19-841 +50.0 -50.0 +50.0 50.0 +50.0 •50.0 o- Cuslom 11.391-13.397 =50.0 -50.0 +50,0 -50.0 +50.0 50.0 - MFETIIJG RAIL 75' y-y y 11396-19.110 +60.0 -60.0 +60.0 50.0 +50.0 50.0 e 26 ESIZE= 111,"1-24.841 +50.0 -500 +50.0 .50.0 +50.0 -NO 18.380-19.397 +5D.0 -60.0 +50.0 -50.0 +491• .49.1' 22 22 96' 19.398-24.360 +50.0 -50.0 +50.0 -500 +500 50.0JAMB E cmm 24^351-30360 .5D.0 -50.0 +50.0 50.0 +50.0 -50.030.300 +5D.0 .0 +50,0 -50.0 +49.1' -49.1' +501-50 FOR GLASS TYPES 8-8 SEE TABLE 23 FOR ANCHORAGEIN.SASH VyJNDOW Z IDTH-59.28 I - SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL as eom i In with the Florlda FRAME TYPES 6 Building Code CONFIGURATIONS) 1111 I t l l i 77 NOA-No- 17-0411.08 ON N Rensed By: vete: R.W. F.Plr.ttol.Data 09/24/2020 tcew ! JR 03/27/17 Ya - '- `�t�k NO CHANGES TH19 SHEET. B I Q:• ";�� R.H..d BY' Dole: %i4ason: Du -� r uc 0n ro �.. No.58705 -D �-* - 49 D-dplione Oro.•. y: =A •. � '�; �- DESIGN PRESSURE TABLES J ROSOWSKI NOTES: %�T S �O 4U, 1070 TECHNOLOGY DRIVE Dob: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. "•.'�C OR1Dt`.•• \k 11 N VENICE.FL 34275 RIl`• 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. /%SS�pNAL ENG�� (941}400-180n HORIZONTAL ROLLER-LM 05/15/15 j I 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR[WIGHT DIMENSION SHOWN ON THE TABLE. �i777 OOPYRIOID 02017 POT INDUS"IE.,IND. 4)'tl4-1M-114'AND"IM-113-113"INDIC-ATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SAS]I WIDTI I 711 11110, _Liu-RIOIrte HE@E v S.Hu/HodeC Serle- She.: Oroarp No. Rer. RANGE IN 7FIE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER.P.E. CERT.OF AVTH,039296 HR-5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.E.R 98705 j ------ - ---- TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(Ibse)for Glass Types Design Pressure(lbs/ft')for was sp", gash geal, Design Pressure(IbsM)for XOX Windows TABLE 10: 5-8 1 D-12 6 14-16 Width XO or OX Windows XO or OX windows Reinf.Level Window Buck Heigh] Ralnl.Level Window Buck HeIghl RelnR4 evel Coni9unllo" Range(In) window Buck tk ad, ohas rypee Design Pressure(Ibs/ft') 3s^ aB" 64^ 63^ R4 AB" 54" 63" R4 54" 83" TB' 6-8 for XO or OX Windows -- -- ly.-Y.-N 11.391-13.397 +65.0 -70.0 +05.0 -70.0 +65.0 -70.0 +85.0 -05.3 251/2" +850 -700 +85.0 -70.0 +65.0 -700 25.112" +85.0 -110.0 +�.0 -110.0 +85.0 -1100 Rslnf.Level R4 AN Buck Heights up to 72' 26" +85.0 -70.0 +85.0 -70.0 +85.0 -700 28" +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 60' 13.399-15.380 +65.0 -70.0 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 All Duck Width. 38" 515.381-19.011 +66.0 •70.0 +05.0 •70.0 +65.0 •70.0 •85,0 -70.0 +60/-50 +65.0 -70.0 +85.0 .70.0 +65.0 .70.0 36" +65.0 -110.0 +65.D -110.0 +65.0 -110.0 up l0 78" 42" •85.0 -70.0 +65.0 70.0 +85.0 -70.0 42" :85.0 -110.0 +65.0 -110.0 +85.0 f 10.0 9 11.391-13.397 +65.0 -70.0 +65.0 479.0 +83.3 -03.3 +63.2 63.2 1 SEE TABLE 20 FOR ANCHORAGE 41" •650 70.0 +85.0 -70.0 +85.0 -70.0 48 +85.0 -110.0 +65,0 -110.0 +85,0 -110.0 75' 13.398-19.110 +85.0 -70.0 +65.0 70.0 +el.D 68.5 +50.2 •58.2 87 +65.0 -70.0 +86.0 -70.0 +66.0 -70.0 60" +85.0 -110.0 +85.0 -110.0 +05.0 -93.9 z 19.111-24.641 +85.0 -70.0 +85.0 •70.0 +88.0 -70.0 +65.0 66.09 18.360.19.397 +86.0 -70.0 +59.9 69.9 +555 56.5 +49.1 •49.1 75" +660 .70.0 +85.0 -70.0 +64.3• -84.3' 75" +65.0 .110.0 +86.0 .103.5 +115,0 -90.0+85/-70 FOR GLASS TYPE9 6-B SEE TABLE 22 FOR ANCHORAGE �• /9,398-24.760 +65.0 -70.0 +62.162.1 +SB.O L9.0 +503 60.3 SEE TABLE 21 FOR ANCHORAGE 24.381-30.360 +65.0 -70.0 +65.0 -70.0 +31() 67.3 +57.0 -57.0 { TABLE 15: 1211" y-yZ-y •• -30.300 +65.0 1 -70.0 1+59.9 59.9 +55.5 58.5 +49,1 d9.1 I Gl•ss Type. 2 WINDOW WIDTH-59.2a SEE TABLE 24 FOR ANCHORAGE 7� Rash Design Praeeu re(lbs/1112)for XOX l-1 II I HEADER "MIN.SASH SIZE= 2 10-12 Sash Width Windows -L-DLIII TABLE 14: conA Tallon Glass TO.. ftelnf.Leel e" Range On) Window Buck He ht 7 s 0 S"•h Design Pressure(lbs/fl')for XOX Windows Rq 46' �. 63: - Sash Width Custom 11,381-13.397 +85.0 -110.0 +85.0 -110.0 Relnl.Level Coldgurslion +86.0 -110.0 RWindow Buck Height R4eign Cnl 60' Y-}vy-y 13.308-15.360 +65.0 410.0 +86.0 -110.0 +65.0 -110.0 36' 40' 64' 03' Y.-Y.-Y. 15.381-19.841 +65.0 -110.0 +86.0 1-110.0 +85.0 -110.0 0 23 Cuslom 11.391-13.397 +65.0 --70.0 +65 D -70.0 +65.0 -70.0 +05.0 -70.0 1 G Custom 11.391-13.397 +65.0 -110.0 +05,0 •110.0 +85.0 -110.0 60' Y-%-% 13.398-16.380 +85.0 -70.0 +65.0 -70.0 +05.0 -70.0 +65,0 -70.0 9 SASI-1 t Yj-y•h 15.381-19,041 +65.0 •70.0 +65.0 -70.0 +95.0 -70.0 +65.0 •70-0 � 76" _Yy_xj 13.398-19.110 +85,0 -110.0 +65.0 -110.0 +65.0 -110.0 HEIGI IT - Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +05.8 -70.0 +85.0 •70.0 19,111•24.641 +86.0 -110.0 +66.0 -110,0 +86.0 -110.0 Custom 17.84 t-19.397 +85.0 -110.0 +68.0 -110.0 +85.0' -104.6' 75' y,- +/• 13.396.24 041 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 +05.0 -70.0 Y Y 23 Yr-y-Yi 19.111-24 641 +650 70.0 +BS.O -70.0 +65.0 -70.0 +85.0 -70.0 a BB• 19.398-24.360 +65.0 •110.0 +85.0 -110.0 +86.0' -109.5" �6' 3 Wtom 24.387-31.841 +6fi.0 -110.0 +85,0 -110.0 Saoeao -110.0 Cuslom 11.380-19.397 +65.11 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0' -07.2• O .. +� 96' y_Y,% 19.399-24.380 +65.0 -70.0 •s6.o aa.o +05.0 -70.0 +85.9• 6e.e• y_y_y 28.841-32616 +85.0 -110.0 +86.0 -110.0 +86.0" -104.6• -- 727 32.618-39.611 +16.0 -110.0 +86.0 -110.0 +06.0 -114 6 Cuslom 24.387-30.360 +65.0 -70.0 +66.0 -70.0 +66.0 70.0 +65.0 �-70.0 f )aYr-y 120' y_y4_y •30.300 +85.0 •70.0 *85.0 -70.0 +85.0 -700 +05.0' -07.z' 1 147 Cuatam •• -39.841 +85.0 -110.0 +86.0 •110.0 •85.0• -104.6• SILL •+651-70 FOR GLASS TYPE B SEE TABLE 25 FOR ANCHORAGE I +651-110 FOR GLASS TYPES 11 8 12 SEE TABLE 26 FOR ANCHORAGE 9ASI4 617E=WINDOW WIDTH-69.28 y Y" WDOWIDTH-60.72 "MIN. 2 ! "MIN.SASH SIZE= 2 TABLE 18: SASH WIDTH Gleae Types Design Pressure(Ibs/ft')for XOX -- 14-76se9h SECTION DETAIL s„h 1 Windows ReInL Level Configuratbn Rang l(In) Window Buck Height - MEETINGRAIL FOR WINDOWS WITH R4 4e" 54 O 63" LEVEL R4 REINFORCEMENT Custom 11.391-73.387 +85.0 •110.0 +85-0 -110.0 +85.0 -110.0 0 - 2R IN SHOWN 67 y4-%-y4 13.390-15.300 +85.0 -110.0 +86.0 -110.0 +85.0 •110.0 _ o IN FIGURES APPLY TO ALL �23� 23 FRAME TYPES d 15.301-19.641 +86.0 410.0 +85.0 •110.0 +85.0 •110.0 - JAMB D(TERIOR CONFIGURATIONS) GLASS TYPES 70-12 6 14-18 Cuslom 77.391-13.397 +65.0 -110.0 +66.0 -110.0 +66,0 -109.3 rT MAY NOT BE USED WITH PRODUCT REVISED v _ 'J-CHANNEL OR INTEGRAL 75' y_J,4_y 13.398-19.110 +15,0 FIN FRAMES-110.0 +65.0 •1 Wit +65.0 -102.0 as eomplyln ilh the Florida o �uildln9 Code my-y%4 79.111-24.641 +66.0 •110.0 +85.0 -170.1) +05.8 •102.9 NOA-No. 17-0411.08 I Custom 17.041_19.397 S +05.0 +65.0 0 +05.0 -87.4 SU1111 I oPmiral-lon Dat 0IAWA0200NReled or. De RMto.: /ItI 9^ _Yt_ 19.396-24.360 +05.0 -110.0 -05.8 -10.0 92.0 N7� 7 yy 5,0 -170.0 +8,0 -0B.4 Pre top 24.30t-31.041 +85.0 -110.0 +8tI Y4-%-3429.641-32.516 +65.0 -110,0 +85.0 -109.8 +85.0 -04.3 RaNaed By: Oefe: Ravlibn: 127 NO.58705 %-%-Y. 32.516-39.841 +86.0 -110.0 +86.0 -101.0 +66.0 -00.5 �#-.� '- L-E747 Ctulorn -39.641 +65.0 -110.0 •65.0 -101.0 +85.0 60.0 = _.,_*= grown 9)n I 'SEE TABLE 27fORANCHORAGE Gf' 3'rrr1����•••--- a� DESIGN PRESSURE TABLES J ROSOWSKI NOTES: %�0,�'•. STA E 1070 TECHNOLOGY DRIVE Rlle: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. �` .'4 ORIDP,. N.VENICE,FL 34276 Oafe, 3)RAMED6NOTSONSARE UCKMO OTHENUCKHEIGHT(EXT LEWDTHO 3-4).S SHSIZEIS AS SIONSHRTHEFIOWN ON THETABLE. ��'r�OnlgL1 rGNG�� (swvmlasno6mnr9TlN9usTnss.Mc. HORIZONTAL ROLLER-LM 05/15/15 s A/LYNNL�R,P.E I91Re 66"FRV60 6edee/Made� $reN: Sheol: oreelnq No. Rw: 4)'1/4-1M-1/4-AND"113-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE I I IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. RE.•5e705 CERT.OFAUTH.929286 HR- 510 NTS 8 OF 18 MD-HR5510-01 I TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 6-8 Sash Spacing for"Integral- Group E Group F 30 Height 36"Helghl 48"Height 54"Height 30'Height 36"Height 48"Heighl 54"Helghl Width a a Fin"Installation 3.8" 4- Head Level (in) Head Head E Head E Head E Head E Head E Head E Head E R1 &$111 sill &sill &sell &Sill &sin &sig . &sill GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group c PRODUCnTg REVISED 25 1/2" 12.147 1+132+1 2 1+132+1 3 1+132+i 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 9uildtn­P11 owkh lh.Florida FOR OX WINDOWS(XO SIMILAR): NOA-No. 17-0411.08 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 F_ 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 PER JAMS Expiration D�i�09/24/x020 9 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+133+2 3 ey m HEAD AND SILL ANCHOR QUANTITY: Mlam- a Pro ucl on.ol 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANChIORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORSATTHESASH ADDED NOTE TO ANCHOR 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2-2T2 2+C2+2 3 2+C2+2 3 2+02+2 3 TOTAL OF 7 ANGFIORS AT THE HEAD AND 7 ANCHORS AT THE SILL. QTY.TABLES. Anchor Group B Anchor Group D — FSEE ELEVATION,SHEETI 25.1/2" 12.147 1+C2+1 2 1+132+1 3 i+C2+1 3 1+132+1 3 11132+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t m- 28" 13.397 1+C2+1 2 1+132+1 3 1+132+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 B cd m 38" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2N 2 1+132+1 3 1+132+1 3 1+132+1 3 --- ---/---I UJ !mi6t[) Q C� CU 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 - - - SE�ATION, y> o 0 o CU __. ._—� N olcd Q 48" 23.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 SEE O X SHEETI }^ W U) w 80" af 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+137.+2 3 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, / �% O N a m SHEETI MEETINGRAIL 75" 36.897 1 2+C2+2 121 2+C2+2 131 2+C2+2 I 3 2+C2+2 3 2+C2+2 121 2+C2+2 131 2+132+2 1 31 2+C2+2 3 O o p REPEAT ANCHOR PATTERN AT SILL Z LL'o — SEE TABLE 6 FOR DESIGN PRESSURE 2 LU'- ®� U) ""^ TABLE 18: FOR XOX WINDOWS: �v 7 2 _ u Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY > co 5-8 Sash PER JAMB Z T p 30"Height 36"Height 4B"Height 54"Helgh30"Helghl 3B"Heighl 48"Height 54"Height O 1L. Width Head Head Head HeadHead Head Head a Headd4 !(iL)ADEAND SILL ANCHORQUANRTY: � O Relnf.Lepel on) E E E E E E 1+133+2+133+1 j &Sill �; 8 5111 8 gill 8 Sill &SIII &SIII tO &SIII &SNI _10 nNCHOR AT THE SASH F- O A CLUSTER OF(3)ANCHORS CENTERED AT IT IE MEETING RAIL q� R2 Anchor Group A Anchor Group C � +(2)ANCHORS AT THE FIXED SECTION a£lt )D045 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL + � ..,.1 Z 26-112" 12.147 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 +(1)ANCHOR ATTHE SASH Q 28" 13.397 1+C2+1 2 1+132+1 3 i+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS A7 THE SILL. < z *10J5 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o Q O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET t F: N-�, LO BEE ELEVATION,SHEET 1 z Q 48" 23.397 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 r --...I I..— SEE ELEVATION,SHEET 1 Q = _ 60" - 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 I I 75" 38.897 2+132+2 2 2+132+2 +132+2 3 2+132+2 3 _ - _ _ SEE ELEVATION, 7 Anchor Group B Anchor Group D X O X SHEETI ANY LYNAI 25 1/2" 12.147 SEE 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 1+132+1 2 1+C2+1 3 1+132+1 3 1+132+1 3 ELEVATION. ��-- :P2� '' �ICENSF'�(F�� 15 28" 13.397 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEETI -�MEETINGRAIL--/ sEECLUSTeR NO.58705 - I DETAILS, *i 36" 17.397 1+132+1 2 1+132+1 3 1+C2+1 3 1+C2+1 311+C2+1 2 1+C2+1 3 1+132+1 3 1+132+1 3 j SHEETS 7 ..E► REPEAT ANCHOR PATTERN AT SILL m 42" 20.397 1+C2+1 2 1+132+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 A . 3� �441 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES: g O :.(p 1)FRAME DIMENSIONS ARE BUCKWIDTH ,0T 80" 28.397 2+132r2 2 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 Max.Anchor O.C. Lchor AND BUCK HEIGHT(SEE SHEETS 4). ���S+S SASH SIZE IS AS PER THE FIGURES ON �^ �ONAI_E �� 75" 36.897 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 2 2+C2+2 3 2+132+2 3 2+132+2 3 Spacing for"Integral- upF SHEETS 0-8. ^r7rlrlrll1111 2)FOR SIZES NOT SHOWN,ROUND UP TO MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT AVAILABLE WIDTH OR FIEIGHT A.LYNN MILLER,P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON TI IE TABLE. PEA 66705 TABLE 19: - Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5 e Spacing for"Integral- 6-8 30"Height 36"Height 48'Height 54"Height 63"HeightP+C2+1 [ 38"Height 48"Heigh( 54 Height 63"Height Fin"Installation Width Heed Head E Head Head E Head E Head Head Head EHead EReinf.Lepel ( ) III Anchor Anchor I &SIII &SII( &Sill &Sill m 8 SIII W &Sill &Slil &Sill Group E Orarp FR3Anchor Group A Anchor Group C 3.8" 4" PRODUCT REVISED ee complying with tha Florida 26-112" 12.141 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 eulldiag Code NOA-No. 17-0411.08 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+G2+1 4 1+C2+1 4 1+C2+1 4 y 36" 17.397 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+C2+1 4 1*C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 eapiretion Date 08/2412020- a .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 -. i m Mlam r•D Pro uc on ro 46" 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 A 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 24-C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+132+2 4 2+132+2 4 2+C2+2 4ADDED NOTE TO ANCHOR I---- OTY.TABLES.REMOVED 38.897 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+C +2 4 2+C2+2 4 2+C2+2 4 GLASS 5FROM TABLE 20. Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+.1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t+C2+1 2 1+C2+1 3 1+C2+1 4 1-iC2+1 4 1+C2+1 4 r Y CO 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 a -d N r Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 14-C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a o Lo O o U O (!) A' 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+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 -. o o ,Iso O 46" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+132+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 In z N to S 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+132+2 4 2+132+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 J n _ > O a 75" 38.897 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 Z (o R O SEE TABLE 8 FOR DESIGN PRESSURE 3:1U— 9 uao UU6 F TABLE 20: Z 7 �< J JMO Types Max.Anchor O.C. o -� K 03 00 Glass T Anchor Quantities for XO or OX Windows I. . >- Q r 8.8 Spacing for"Integral- �Z u i LL Sash 30"Helghl 38 Height 48"Height 54"Helghl 83"Helghl 72"Height 30"Height 38 Height 48"Helghl 54"Height 63"Height 72"Height Fin"'Installation y � Width Head Head Head Head Head Head Head o Head Head Head Heart Head I— U Reln1.Level on) m m Anchor Anchor J O &SIII &SIII &SIII &SIII &SIII A SIII &5111 &SIII &Sill &SIII 8 SIII a SIII Group E Group F 9 of I„4S R4 Anchor Group A ' ' Anchor Group C y 3 2” q 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Z S 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 W Z MO25 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 O o to m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3r1 6 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 ~ U U) 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 Q _ 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+7_ 4 2+C3+2 4 2+C3+2 5 2+04+2 5 N07Es: •nu 2••0••r+•s 75" 38.697 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 AREBU E DIMENSIONS ARE BUCK WIDTH AND Anchor GIOU D BUCK HEIGHT(SEEIY LY Anchor Group 8 P N....,N/V SHEETS 3-0).SASH SIZE IS ` �Q . 261/2" 12.147 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4F23++2 5 1+C2+1 5 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+62+1 5 AS PER THE FIGURES ON ��.•' L10ENSF �! SHEETS M. f3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 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 = 11 2)FOR SIZES NOT * No.58705 ' 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 45 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 SHOWN,ROUND UP TO m 4T" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 45 1+C3+1 5 i+C2+) 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE �7t� T ) 7- ; WIDTH OR HEIGHT ' SI ( ItV` 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 45 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 I+C3+1 5 DIMENSION SHOWN ON %�.�•'• S A1E F 60" 28.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 45 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 5THE TABLE.75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 45 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FORA L 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.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.9 54705 i TABLE 21: I Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 30"Height 38 Height 48"Height 54"Height 63"Height 30"Height 38"Helghl 48"Height 54"Height 63"Height Spacing for"Integral- croup F Wldllt Head ° Head o Head Head Head Head Head a Head a Head Head -0 Fin"Installation q• Reinl.Level (in) E ,� E E E E E E $6111 $SIII $SIII $5111 $SIII $SIII $Sill ' $SIII $Sill $Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C ' ..co-Plyying wIfh th.Florida 6uildina Cola , 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 NOA-No. 17.0411.08 111 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 E.pl-tlonOnto 09/24/2020 m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By 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 Mlomr-oo�d7odu nr i 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 { T60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 ETY'%,LES.OTE TO ANCHOR 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 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 4 1+C2+1 2 1+C�+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m i rn 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 u.l r .•b 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 > O O m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 '�w •wd 0 c 48" 23.397 Lo 1+C2+i 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 N W oIn 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+132+2 4 2+C2+2 4 2+C2+2 4 OJ re = 75" 38.897 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 z LLS Rcs SEE TABLE 1i FOR DESIGN PRESSURE V LL b V TABLE 22: _ W—N =a W N mo GLASS TYPES ~o L q o2 DO J Glass Types Anchor Quantities for XO Or OX Windows 10-12814-16 MAY r 10-12 8 14-16 Sash NOT y. a BE USED Z O1 00 of LL 10-- Width 30"Height 38"Height 48"Haight 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Helghl 76"Helghl ' WITH J CHANNEL W O , Heed Head Head Head Head Head Head Head Head Head Head Head • OR INTEGRAL FIN J Relni.Level (In) III EN E E E Fd E E E E �E FRAMEs J R4 $SIA $SIII $SIII $Sill $SIII .� $Sill .� $Sill 8 Sill $Sill .� 8 Sill ' 8 SIII I $5111 ' Z O -7.s i Anchor Group A Anchor Group C • S! Q m Q < )— 1 25-1/2" 12.147 1+C2F1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 N-C3+1 5 € U, F Z 28" 13.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 i+C2+1 4 1+C3+1 5 1+C3+1 5 ` Z 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C34.1 4 1+C3+1 5 1+C4+1 5 o O O O. of f m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Z _10 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 _. Q = _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+G3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 6 y1u �:•d:•u 1 NOTES: I 76' 36.897 7.+C2+2 2 2+C2+2 3 2+C34 2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 nFRAME RE BUCK WIDTH AND p1Y LYNN ' Anchor Group a Anchor Group D BUCK HEIGHT(SEE �`��O•... SHEETS 3-4).SASH SIZE IS JGEN$F' 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 NC2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+G3+'I 6 AS PER THE FIGURES ON 28" 13.397 1+02+1 2 1+C2+1 3 14C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+.1 3 1+C2+1 41 1+C2+1 4 1+C3+1 51 1+C3+1 5 SHEETS 0-8. _ *; No.50705 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 i+C3+1 6 1+C4+1 5 1+C2+1 21 1+C2+1 3' 1+C2+1 4 1+C3+1 4 1+C3+1 51 1+C4+1 5 2)FOR SIZES NOT =-D 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+I 5 1+C4+1 5 sHO .ROUND UP To '�00•.• m ThIE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C1+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 51+C4+1 5 W1D7HORHEIGHr '1` �- DIMENSION.SHOWN ON ��i�s �ORIDH......... i 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+CQ+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. ��/ONALtE? 76" 38.897 2+C2+2 12, 2+C2+2 31 2+C3+2 4 2+C4+2 41 2+C4+2 151 2+C4+2 16 2+C2+2 2 2+C2+2 1 31 2+C3+2 4 2+C4+2 4 21 C4+2 5 2+C4 2 5 a)SEE SHEET 9FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING TI+ESE A.LYNN MILLER P.E. t MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. P.E.R saroa 1 i i TABLE 23: 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 6-B Sash 24-Hol hl 30"Haight 36"Height 48"Het hl G4'hki hl 83"Height 24'Haight 30'Het hl 36"Height 46'Height 54'Height 63'He Sash 1/ddlh 9 B _g 9 9 0 gM 9 9 9 IgM Conlguralion a a a a c Rsint.Lewl Rang" ") Heed 8 Gill m Heed 8 Sill Ed Flegd&Si0 Head 6 SIII Head&SIII Head&Sill Head d 3-91 Head A Sill Head d Sill Head&SIX Head d Sig ! Head$Sill R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-114' )4-J4-)4 11.391-11.391 1+C2+04C2+1 2 14C2+O+432+1 2 1+C2+O+CZ+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 HC2+0+432+1 4 1+C2a0+G2+1 2 1+[210+432+1 2 HC2+0+C2+1 3 1+432+O+C2+1 4 I+C2+0+C2+1 4 1+C210+C2+1 4 as comp)yin with tie Florida Building Codi 38' Yr-Y-Ys 12.308-42308 14C2+0+C241 2 I+C2+0+C1+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 1+C2+0+CN1 2 1+C2+0+432+1 2 HC2+0+C2+1 3 1+C2+0+C2+1 4 I4C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-No. 17-0411.08 45.118" Y.-)J-Y, 11.391-19.307 14C2+0+C2+1 2 140240+C2+1 2 1+C2+0+C2+1 3 HC2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C210+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 egv;rallon Dda 09/24/2020 Y-Y-)4 13.398-14.683 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2N 3 1402.NC2+i 4 1+0240+C2+1 4 1+C2+04C2+I 4 1+C2+0+C2+1 2 HC2+0+C2+I 2 NC2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+c+C1+1 4 1+C2+0+C2+1 4 Y4-%.Y4 11,391-12.207 1+432+1+C2+1 2 HC2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+432+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 BY -- 47.3/4- MlamToaTo ue Contrel- Y-Ys-Yi 12.298-16.558 14C2+0+C2+1 2 I+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0f C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.018 1402+1+C2+1 2 HC2+1+C2+1 2 1+C2+I+C2+1 3 1+432+1402+1 4 HC2+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+C241 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 e 52-1/8' f:-%-y 12.017-13.397 1402+1+C7+1 2 1+C2+1+C2+1 2 1+C2+14C241 3 1+02+1+C2+1 4 1+02+1+C2+1 4 HC2+1+432+1 4 1+C2+1+C241 2 I+C2+HC2+1 2 1+C2+1+0241 3 1+C2+1+C2+1 4 1+C2+1+C'2+1 4 14C241+C2+1 4 i ADDED NOTE TO ANCHOR u QTY.TABLES. Y,-Y,-Y, 13.398-17.018 1+C2+0+C1+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+432+01C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+04C2+1 4 1+C2+0+C241 4 I+C2.OtC2+1 4 m custom 11.391.13.397 14C2414C2+1 2 I+C2+14C2+1 2 1+C2+1+C2f1 3 1+C"2+1+C2+1 4 1+C2•1+C2+1 4 1402+1+C2+1 4 1+C2+1+C2+1 2 HC2+I+C2+i 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 14C2+1+C2+1 I _ 80' 34-)4-34 13.398-16.380 1+C2+1+C2+1 2 14C2+i+C2+1 2 I+C2+1+02+1 3 1+02+14C2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+HC2+1 2 1+C2+1+C2+1 2 I4C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C241 4 Ys-A-Yr 16.381-19.841 1+02+0f(2+1 2 1402+0+432+1 2 1+432+0+432+1 3 11 C2+O+432+1 4 1+C2W+432+1 4 1+432+0+432+1 4 1+[2+0+[2+1 2 i+432+0+C2+1 2 1+432+0+432+1 3 1+432*0+432+1 4 I+432+0+C241 4 1+C2+pfC2+1 4 _- 3 ^•a I Custom 11.381-13.397 1+432+3+C2+1 2 1+C2+3+432+1 2 1+C2+3+C2+1 3 t4C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+432+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 14C243+02+1 4 L1J �W-, O 0 O 76' ):-�-)G 13.398-19.110 1+C2+2+432+1 2 1+C2+2+C2+1 2 1+C2+2+C2,+1 3 HC2+2+C2N 4 1+C2+2+C2+1 4 14C2+2+C2+1 4 HC2+2+0241 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C242+C2+1 4 I+C2+2+C2+1 4 HC2+2+432+1 4 u==l0 O O K-Yi-Ya 18,111-24.841 1+432+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C24t 3 1+0241+C2+1 I I+C2+1+C2+1 4 14C2+1+C2+1 4 14C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2N+C2+1 4 1+C2+1+C2+1 4 1+432+1+C2+1 4 n Z 4700 yD Custom 18.J80-18.397 Hct+3+C2H 1+432+3+(2+1 2 1+432*3+432+1 3 1+(2+3+CZN 1 1+432+3+C2N 4 1+p+3+p+1 4 HC2+3+432+1 2 1+432*3+432+1 2 1+432+3+432+1 3 1+02+3+C2H 1 1+[2+3+[2+1 4 1+C2f3+C2N 1 (,r N t�0 H8' 3:KL 19.398.24.360 I+C2+3+C2f1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 1+C2+3+C2+1 4 1+p+3+G3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2434C2+1 4 1fC2+3+C2+1 4 1+432+3+C2+1 4 OJ N T,- 34 1g T Custom 24.381-30.380 1402+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2102+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+0241 2 I+C2+2+C2+1 3 1+432+2402+1 4 1+432+2+432+1 4 1+432+2fC2f1 4 Z- H L 0 IL 120" X-%-Ni " -30.380 1+432+3+43241 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C2+3+C2+1 4 14C2+34C2+1 4 lip+3+C3+1 4 1+C2+34C241 2 1+C2+3+C2+1 2 1+C2+3 C-2 3 1+432+3+432+1 4 1+432+3+[241 4 1*432+3+C2+1 4 =Li`- 00: U C)go = W oN I Anchor Group B Anchor Group D LU z w7 O LU �� 35-1/4' %-%%Ya 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+432+i 2 1402+0+02+1 3 HC2+0+C2+1 4 1+C2+0+0241 4 1+C2+04432+-1 4 14C2+O+C241 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 HC2+0+C2+1 4 1+C2+D4C2+1 4 1+C2+0+C2+1 4 J CO 36' Ya-Ys-Ys 12.308-12306 1+C2+0+C3+1 2 1+432+0+C241 2 1+C2+p+C2+1 3 I+C2+0+C241 4 1+C2+0+C2+1 4 1+C240+C2+1 4 1+C2+0+C2+i 2 14C2+0+C2+1 2 1407240+C241 3 I+C2404C2+1 4 1+C2+0+(241 4 14C2+0+C2+1 4 Z m IX LL 45-1/B" Y_x_y 11.391-J3.307 1+432+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1402+0+C2+1 4 I+C2+0+C2+1 4 1+C2+O+C2+1 4 14C2+O+C241 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 I+C2+0402+1 4 1+C2+0+C2+1 4 1402+OfC2+1 4 $ J Q Ya•Y■-Yi 13.398-14.883 1+432+0+C2+1 2 1+432+0+432+1 2 1+[240+[2+1 3 1+C2fp+C2+1 4 1+(2+0+432+1 4 1+432+0+C2+1 4 1+C2+O+C2+1 2 1+432+01432+1 2 1+[240+432+1 3 1+02+04C2+1 4 1+432+0+C2+1 1 14C2+0+C241 4 J N j 473/4' Y-Y,% 11.391-12.297 I+C2+1+C'2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C241 4 1+C2+1+C2+1 4 1+432+1+432+1 4 I+C2+1+C2+1 2 1+C2+14C2+1 2 1+C241+C2+1 3 1+C2+1+C2+1 4 HC2+1+1' 41 4 1+C2.14C2+1 4 ', Z 7rays I Yi-�-Yi 12298-15.558 14[2+0+432+1 2 1+C2+O+C2+1 2 1+432+0+432+1 3 1+432+0+0241 4 1+432+0+432+1 / 1+C2+O+C2+i 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+(+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2-+1 4 ,) ? Q Custom 11.391-12.010 HC2+H-C2.+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+14C2+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+HC2+1 4 HC2+1+C2+1 4 Ui Z 62-1/8' )4-)4-y+ 12.017-13.397 1+C2+14C2+1 2 1+D2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+I+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 HC2+HC2+1 2 1+C2+1+C2+1 3 1+C241+C2+1 4 1+C2+1+C2+1 4 HC2+HC2+1 4 W Z ""s Y.-34-)i 13.398-17.018 I+C2+0+C2+1 2 1+02+0+C2+1 2 14C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 OLL O O CD Custom 11.391-13.387 1+C2+1+C2+1 2 1+132+1+C2+1 2 1+C2+t4C2+1 3 1+C2+1+C2+1 4 14C2414C241 4 I+C2+1+C2+1 4 1+C2+1+C2+1 2 7+432+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+14C2+1 4 1+C2+14C241 4 C) R 60' y-Yr-y 13.398-15.390 f+C2+1+0241 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 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+I 4 U Z O y-jj-Yr 15.361-19.641 1+02+0+02+1 2 HC2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1402+0+C2+1 4 HC2+O+C2+1 2 1+C2+0+C2f1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+O+C2+1 4 HC2+0+C2+1 4 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+34C2+1.4 1+C2+3+C2+1 4 1+C2+3402+1 4 HC243+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+432+3+C2+1 4 1+C2+34432+1 4 1+C2+34C2+1 4 75" Y-y-% 13.398-19.110 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+432+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+t 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 I+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %-Yo-Yr 19.111-24.641 1+C2+1+C2+1 2 1+C241+0241 2 1+C241+C2+1 3 1+C2+1+C2+1 4 I+C2+HC2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 2 1+C2+HC2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2N 4 1402+i+C2+1 4 \��rQN......•NM Custom 18,360-19.397 I+C2+3+C2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 1+C2+3+C2+1 4 HC2+3+C2+1 4 HC2+3+(2+1 4 1+432+3+(241 2 1+432+3+02+1 2 1+432+3+C2+1 3 1+C2+3+432+1 4 1+432+34432+i 4 1+432*3+432+1 4 :.• 1,ICENyF••�1� :� 19.390-24.360 1+C2+3+C2+1 2 1+C243+C2+1 2 I+C243+C241 3 1+C2+3+C2+1 4 1+C2+3+432+1 4 I+C2+3+02+1 4 1+C2+3+C2+1 2 1+C2+3+0241 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+432+3+43241 1 1+432+3+C2+1 1 No,56706 Ouslom 24.381-30.360 HC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C�+2+C2+I 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 HC2+2+432+1 3 1+432+2+432+1 4 1+432+2+[241 4 HC2+2+C2+1 4 120' Y-Yr-}( •' -30.360 1+432+3+432+1 2 1+432+3+432+1 2 1+432+7+432+1 3 1+432+3+43'2+1 4 HC2+3+432+1 4 1+432+3+C2N 4 1+432+3+432+1 7 1+432+3+C2N 2 1+432+3+02+1 3 1+432+34[2+1 4 1+432+34C2H 4 1+432+3+C2+1 4 WINDOW WIDTH-69.28 SEE TABLE 9 FOR DESIGN PRESSURE %�Q.c� q � '•� •�/ IN.SASH SIZE= S' 'OC ORIOP,••'•��� I Max.Anchor O.C. Anchor An011or 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). �`S4 '•., G\`� Spacing for"Integral- Group E Onx1p F SASH 5172)FOR SIZES NOT SHOWN,ROUND UP TO THESNEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. fill i l l I t Fine Installation 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. 11 2.9" 4+ 4)'1/4.1/2-1/4"AND'1/3.1!3-1/3'11401CATE THAT TI IOSE 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, RE.N 68705 i ' I ABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. of...types Anchor Quantities for XOX Windows 6 8 8 Sash 24"Haight 30'Hei hl 36-Haight 48"Hel ht 54"Height 63"Hei hl 24"Hei 1 30'Hel hl 38"Flei hl 48"Fbl hl 54"Hel ht 63"Haight Sash Width 9 B Bh 9 B tl Bi' 9 tl tl 0 B ConfiguatioB a a n a a a a Rslnf.Lma1 Range pn) Head 8 Sill Heed d SIR Head d SIII Head d Sill Head 8$111 Head 8 SIII Head 8 5111 A Head 8 Sill FA Head 8 Sill Head 8 SIII Heed d Bill Head d SIII R4 M Anchor Group A Anchor Group C PRODUCT REVISED as complyylnyy with the FI-Id.35-114' Y.-%-Y. 11.391-11.387 - 1+C2+O4C2N N Z 1TC24O+C2Z I+C2'+0+.2241 3 I+C2+O+C2+I 4 1{C2+O+C2N 1 1+'02+O+C2+1 4 Budding Cods 38" Y,-)5_y 12.308-12.306 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 411-02-0+C2+1 4 NOA-No. 17-0411.08 Y+-Y,-y 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+C2N 4 NC2+0+C2+1 4 1+C2+0+C2+1 4 Eepl-tion Data 09/24/2020 Y,-Y,-y, 13.398- .893 14C2+0+C2+1 2 1+C2+Ot C2+1 2 7+C2+0+C2,1 3 I+C2+0+C241 4 I+C2+O+C2+i 4 I+C2+g+Cz+1 1 ay •t5-1/� 1 J%-%-y4 11.391-12.297 1+.2241+.22+1 2 1+C2+1402+1 2 1+C2+f+C2+1 3 1+C2+1+02+1 4 1+02+1,02+1 4 i+C2+1+02+1 4 Mia-ml---8a`d-�oduo onfro y-S;-Ya 12.296-15.558 C2 - 473/4" I+C2,04C2+9 2 1+C2+0+C2+1 2 T+C2+0+C2+i 3 I+C2+0+C2+1 4 1+ +O+C2+1 4 1+C2+o+C2+1 4 Qatam 11.391-12.016 1+C2+14C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+.22+1 4 1+C2+1+C2+1 4 52-1/ir 12.017-13.397 1+C241+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2,1 3 1+C2+1+CZ+1 4 I+C241+C2+1 4 1+C2+1+C2+1 4 74-X-Y. s 13.308-11.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 I+C2+0+02+1 4 1+C2+0,C2+1 4 1+C2+0+C2+1 1 m Custom 11.391-13.387 Not Allowed 1+C2+1+C2N 2 NC2+1+C2+1 2 t+C2+1+02+1 3 1+C2N+C2+1 4 1+C2+1+C241 4 1+C2+1+C2+1 4 In BlY g-Y,-y 13.398-15.360 1+C2+NC2+i 2 1+C2+1+C20 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 y CIO j -Yi-� 15.381-19.641 1+C2+0+C2{7 2 1+C2+0+C2+1 Z 1+C2+0+C2+1 3 t+C2+0+C2N 4 1TC2+0+C2+1 4 1+C2+0+C2+1 4 16 ' I # w 6`5 0 Custom 11.391-13.397 I+C243+C2+1 2 1+C2+3+C2+1 2 1+C2+34C211 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 o Q 1 j 75" 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+NC2+1 4 1+C2+2+ O Y.-jj-y 17.398-19.110 C2*1 4 14.22,2+02+1 4 p Y,-%-Y, 10.111-24.641 t+cz+l+cz+1 z I*cz+l+cz,1 z Ncz,1+C2.I 3 i+cz.Nc2+1 4 1+c2N+cx+t 4 t+c2+1+c2+t 4 }In LO 1 (- Custom 16.300-19.397 I+C2+3+C2+1 2 1+.22{3#CZ+I 2 1+C2+3+C2+1 3 1+C243+C2+1]41+C2+3+C2+1 1+C2+34C2+1 4 I+C2+3+0241 4 00" j4-Y,-y 19.398-24.360 1+C2+34C2+1 2 14C2+3+C2+1 2 NC2+3402+1 3 I+C2+3+C2+I 4 1+C2+3+C2+1 4 -J -,TO- ;Ci = z Custom 24.301-30.360 1+C2+2+C2+1 2 I+C2+2+C2N Z I+C2+2+C2+I 3 1+02+2+02+1 1+C2+2+C241 4 1 +2+C2+14 Z lL 16 0Y-y,X -30.360 1+C2+3+C2+1 2 1+C2+3+C2{i 2 1+02+3+0241 3 1+C2+3+C2+1 lfC2+3+C2+1 4 1+C243+C2+I 4 066 i3 U) j Anchor Group B Anchor Group D F Z'T c2 a W •N w J -J 36-114" Y.-%-Y. 11.381-11.391 NC2+O+0241 2 1+C2+O+C2N 2 1+.22+04.22+i 3 1+C2+O,C2+1 4 HC2+p+C2+1 4 1+.2240+C2+1 4 1+02+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+G2+1 3 1+C2+0+C2+1 4 7+C2+D+C2+1 4 1+C240+C2+1 4 > m °D I j Q LL 38" Y-Yj-% 12.308-'12..308 1+02+0+C2-1 2 I+C2+0+C2+1 2 1+C2+0+02+1 3 I+C2+0+02+1 4 1402+040241 4 1+C2+o+C2+1 4 1+C2+0+C2+1 2 NC2+D+C2+1 2 1+C2+O+C2+1 3 1+C2,G+C2+1 4 1+C2+0+C2+'1 4 1+C2+O+C2+1 4 Iy 45-1/8' Y,-%-y 11.391-13.397 Nc2+0+c2+1 2 Ncz+o+cz+t 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2,1 4 1+C2+0tC2N 4 1+C2+0,C2+1 2 1+C2+0+0241 2 1+0240+C2+1 3 14C2+0+C2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 J O I Y.-%-Y. 13.308-14.883 14C2+0+C2+1 2 i,C2+ace+1 2 NC2+0402+1 3 1+C2+OIC2+1 4 NC2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2,1 2 1+C2+0+C2+1 2 1+C2t0+C2+1 3 1,C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2i,1 4 O i I 47-314" Y.-K-y 11.301-12.207 1+C2+14C2+1 2 t+C2+14C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+4+C2+1 2 1+02+1+C2N 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 11C2N+02+1 4 1+C2N+C2+1 4 `Bi z M Iev45 Y,-Y-Y 12.208-16.558 1+02+0+C2+1 2 1+C2+0402+1 2 1+02+0402+1 3 1+C2+O+C2+1 4 t+C240+C2+1 4 1+132+04C2+1 4 I+C2+0+c241 2 Nc2+O+C2+1 2 1402+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+02+1 4 ® F Custom 11.391-12.016 1+C2+14C2+1 2 I+C2+1+C2+1 2 1+C2+14C2+1 3 1+C2+1+C241 4 1+C2+1+C241 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 NC2+1+C2+1 2 1+C2+7+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2N+C2N 4 ty F- Z 52-1/8' g.%-% 12.017-13.397 1+C2+1+C2+1 2 1-C2N+C2+1 2 1+C2+1+C2N 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 NC2+1+C241 4 I+C2N+C2+1 4 1+C2+1+C2+1 4 W O vt" j Yi-K-Yi 13.396-17.016 I+C240+C2N 2 1+02+O+C2+i 2 1+C2{O+C2N 3 1+C2+O+C2+i 4 1+CZ+O+C2N 1 NC2+O+C2+1 4 NC2+D+C2N z 1+C2+D+C2+1 2 NC2+O+C2+1 3 I+C2+O+C2+1 4 /+C2+O+C2+1 4 1+C2+D+C2+t 4 p U N_ m Custom 11.391•13.397 HC2N,C2+i 2 NC2N+.2241 2 1+02+1+C2N 3 1+02+1+C2+1 4 1+02+1+C2N 1 1*C2*1+02+1 4 NC2+14C2N 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+NC2+1 4 1+'C2+1+02+1 4 1+02+1+C2+1 4 U Q.' I 80" Y.-Y,-34 13.386-16.380 NC2N+C2N 2 NC2N+C2N 2 NC2N+C2N 3 1+C2+1+C2+1 4 1+C2+1+.2241 4 1+0241+C2+1 4 1+C2+1+.22+1 2 1+02+1+C2+1 2 NC2+1+C2N 3 1+C2+1+C2+1 1 1+C2N+02,1 4 1+C2N+C2N 4 O Q �' Ys-Y,-Y 16.361-19.641 1+C2+0+C2+1 2 NC2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+G+C2+t 4 1+C240+02+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 NC2+0+C2+1 2 NC2+0+C2N 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C240+C2N 4 = j Custom 11.391-13.397 1+C2+3+C2+1 2 NC2+3+C2N 2 NC243+C2+1 3 t+C2+3+C2N 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 I+C2+3+C2+1 4 1+C2+3+C2+1 4 •O1 'scup rqn 76" %-%-y 13.388-10.110 1+C242+C2+1 2 14C2+2+C2+1 2 1+C2+24C2+1 3 t+C2+2+C2+1 4 1+C2+2+C2N 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1402+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2N 4 1+C242+C2+1 4 `` 111 17/77 I i -%- 19.111-24.841 1+02+ C2+7 2 t+02+1+0241 2 t+c2+1+02+1 3 I+C2+1+C2+I 4 I+C2+1+C2N NNNN 4 t+C2+ cz+1 4 1+C2+1+C2+1 2 C2,1+c2+1 2 i+C2+ c2+1 3 1+C2 +C2+1 4 1+C2+I+C2+t 4 t+c2+I+c2+t 4 `� CNY LYNN , K N ` UCEnrg Custom 18.380-19.397 1+.22,7+.22+1 2 7+C2+3+02+1 2 NC2+3+C2+1 3 NC2+34.22+1 4 NC2+3+.2241 4 1402+3+02+1 4 i+C2+3+C2N 2 NC2+3+C2+1 2 1+C2+3+C2+1Vi+C2+3+C2+114 3+C2+I 4 1+C2+3,.2241 4 1+.22+3+.22+1 4 �-• F -•.(��� j ; E1211- X-y-y 19.396-24.3601+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+34C2+1 3 I+C2+3+C2+1 4 1+C2+3+C2+1 4 i+02+3+C2N 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 NC2+34C2+13♦C2+1 4 NC2+34C241 4 i+c2+3+C2+1 4 NO.58705Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+24C2+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 I+C2+2+C2+1 2 I+C2+2+C2+1 2 NC2+2+C2,12+.2241 4 1+C2+2+C2+11+C2+2+C2+1 4 CIFT}j-y-}j •30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 NC2+3402+1 3 1+C243+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2N 11+02+3+C2+1 2 1+C2,34C2+1 2 NC2+3+C2N 1+C2+3402+1 4 1+C2+3+C2+1 4 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE �O ; Cr '•MIN.SASH SIZE•WINDOW WIDTH-59.28 %N 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-1). 0. 'e "2OR1DA - \� Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS&8. ��is. . '.. G Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SI+OWN ON THE TAnI F. //ONA�00 Spacing for"Int@grei- 3)SEE SHEET 9 FOR A GUIDE TO USMG THESE TABLES. O 1I I I I it," Fin""Installation 4" 4)'1/4-1/2-1/4"AND"1/1-1/3-1/3"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 WM41N THE RANGE. PEs 68708 I TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON 114E ELEVATIONS. Gles 9 Types Anchor Quantiles for XOX Windows 780 Seen Sash 14'Helghl I 30'Height 36'Height 48'Haigh( 1 51'Height I (IT Heigh( 24"HeIgN JO"Height 1 30"tlelghl 1 48"Helgltl 1 5/"tleighl 83"Height ConllquXellon Wldih Range(M) Heed 8 SWI E Head 8 SIII Heetl 8 5X1 Heed 8 SIII Heed 8 501 E Head B Sill Head 8 SAI n Head 8 Sill Heed 8 Silljjj Heed A SAIItl flee,8 Sill Head 8 Sill Rdn1.Level n0 $ i R4 ArXchor Group A Anchor Group C PRODUCT REVISED as eomplylnY with the Florida 35.1/4" Y,Y, 11.391-11.391 1-C2+04C2+1 2 1-132-0+C2+1 2 t-C2.0+C2.1 3 1+C2.0+C2+1 4 HC2.0+C2+1 4 I+C2-0+C2+1 4 Building Code NOA-No. 17-0411.08 38' x-x-x 12.308-12.308 1-02.0-C2.1 2 1+132-0•C2-1 2 HC2-0402+1 3 1-132-0402+1 4 1-C2-04C2+I 4 1-C2-0-C2+1 4 34-%-Y, 111.391-13-397 NC2-0+C2-I 21-C2-0+C2+1 2 f4C2+04432+1 31+C2-0+132+1 4 I,C2,0-C2N A 14C240-C2-1 4 CaPlratlonData,09/24/2020 45-118' x-x-x 113.398-14.583 111C210-C2+1 2 1-C2+0+C2+1 2 1+C2+0-C2.1 3 1+C2+0+C2.1 4 I+C2.0+C2.1 4 1-C2.0-C2-1 4 By 473/4' x-x 11.391-12.297 1+C2-1-132.1 2 1+C2-1+C2-1 2 1+C2+1-C2+1 3 1+C2-1+C2-t d i+C2-1+C2-1 4 1-C2e1-C2+1 4 Mlam- • ro a on ro x-x-x 12.298-16.558 1+C2+0-C2+1 2 1+C2+0+C2+1 2 1-C2.0+C2.1 3 I4C2.0-C241 4 1+C2+0-C2+1 4 1+C2+0-C2-11 Custom 11,391-12.016 I+C2-1-C2+1 2 I+C2+14C2+1 2 1+C2-14C2+1 3 1+C2-1+C2+1 4 1402+I-C2+1 4 1-C2-1-C2-t 4 n'ADDED NOTE TO ANCt IOR 16 52-118' J�-x_x 12.017-13.397 1+132.1+132+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+132+1 4 1+02+1+C2-1 4 1-C2+1+C21I ! ¢QTY.TABLES. -x•x 13.390-17.018 1-C2+0-C2+1 2 1+C2.0+C2+1 2 1+C2.O+C2.1 3 I-C2+0+C2+1 4 1+C2+0+C2N 4 1+M.+0+C2+1 4 m Custom 11.391-13.307 Not Allowed 1+C2+1-C2-I 2 1+132+HC2N 2 I+C2+1-C2+1 3 1-C2-1•C2-1 4 1-C2.1+C2N 4 1+C2+NN C2 4 lt) S2 In 00' x-x-y+ 13.398-15.380 I+C2+4-G2-1 2 NC2+1+C2+1 2 1+C2-1-C241 3 1-C2+1+C2+1 4 1+C2.1-C2+1 4 1+C2+1+C2+1 4 3 to .M6 x-x-x 15,301-19.041 NC2+0+132+1 2 NC2.0.132.1 2 1-C2-0+0241 3 1+C2+0+C2.1 4 NC2.0+C2.1 4 1-C2.0-C2-1 4 O o _ Custom 11.301-13.397 I4C2+3+C2+1 2 1+C2r9•C2•1 2 1+C2.3-C241 3 1-C2-3-C2-1 4 I+C2-3+C2.1 4 NC2+3+C2+1 4 p o to i0 I 75" x_y4_y+ 1 13.398-19.110 14C2+2402+1 2 I+C2*2+C2+1 2 1+C2+2+C2+1 3 t+132+24C2+1 4 14C2.2+0241 4 I+C2+24C2N 4 PO ���+ oto Q x-x•x 19.111-24.841 1-C2 2 HCz+1+132+1 2 HC2.1+C2.1 3 1+C2+1+C2+1 1 NC2H+C2.1 4 1-C2H+C2H 4 >- ff�-m to Custom 18.360-19.797 1+C2-3-132+1 2 1-C2-3+C2+I 2 I-C2+3-rK+1 3 1+C2+3-C2N 4 1+C243•C2-1 4 1-C2+3+C2N 4 o F12.- x-yi-x 19.398-24.360 NC2+3-C2N 2 HC2+3+132+1 2 HC2-3.132+1 3 1+C2+3-C2-1 4 1+r,2+34132+1 4 1+C3-3+133+1 4 Zrr7� _Custom 2!.381-30.360 14 132-2+C2H 2 1+432+2+132+1 2 HC2-2+132+1 3 1-C2+2+02+1 4 1-132.2+132+1 1 1-133+2-C3-1 4 r�x-x-x -30.300 HC2+3+132*1 2 1+132+J+132_+I 2 t+132*3413241 3 HC2-J+132+1 / I4C2•]+132.1 ! 1+133+3.133+1 4 {lU� (��' < J Anchor Group B Anchor Group D F-I�1Z1`� _ J 35-1/4" x.x-x 11.391-11.391 1+132.01(32-11 2 t+132-0-C2.1 211-C2-0-C2-1 3 1-C2+0+C21t 4 1+C2-O+C2+1 4 1+C2-U-CZ-1 4 NC2-0-C2+1 2 HC2+0+132+1 2 HC2+0+132+1 3 1+C2.0+132*1 A I+132+0+132+1 4 1+132+O+132+1 1 r> 38" x-x-)S 12.308-12.308 1+C2+0-C241 2 NC2+U*C2+1 2 1+C2+0-C2-1 3 I+C2+0-C2+1 4 t+C2-0+C2+1 4 1-C2+0+C2-1 4 NC2-O+C2+1 2 1+C2+0+C2+1 2 1+C2-0+C241 3 NC2*O+C2-t 4 HC2+0-C2-1 4 i+•C2-0-C2-1 4 Z �' W 0 11.391-13.397 NC2+O+C2+I 2 1+C2.0+C2.1 2 14(32+0+C2+1 3 1-M+O+C2.1 A l+C2+0-C2.1 4 NC2.0+C2+1 4 1+C2.0+C2+1 2 HC2.0-C2+1 2 I+C2.0+C2.1 3 1+C2.0-C241 4 14132.0-C2.1 4 1+C2+04C2N 4 J 0 45-1/8' 13.308-14.603 1+C2-0+C2+1 2 1-G2+0+C2+1 2 1402+04C2+1 3 1+C2+0•C2+1 4 1+13240-C2-1 4 NC2+0+C2H 4 1+C2-O-C2+1 2 HC2+0+C2-1 2 t+C2•0+132-1 3 1-C2-0+132+1 4 I+C2+0+132-1 4 1+132-0+132+1 4 0 � x-x-x l- o y4+_x_yl 11.391-12197 1+G2+14C2+1 2 1-C2+1-C2.1 2 1-C1.1+C2-1 3 I+C2+1-C2.1 4 NC2+NC2+1 4 1-C2+1+C2+1 4 I-G2-1+C2+1 2 1+C2+/+132+1 2 Hct+1+132+1 3 1-132.1+132 1 A t-132+T+C2.1 4 1+C2-1.132.1 4 Z luy$ 47-3I4" x-x-x 12.298-15.558 1-C2+O+C2.1 2 1+G2+0.132+1 2 1-C2.0+C2-1 3 1+C2-0+C2+1 4 1-C2-U+C2 C2.0+C2-1 4 HC2+0-C2+t 2 HC2.0-C2.1 2 I+C2+04C2+1 3 1+C2.0+C2-I 4 14C240+132+1 4 NC2+04132+1 4 Q Custom 11.391-12..010 1+132+I+C2+1 2 NC2-1+C2+1 2 1-C2+1+C2+1 3 NC2-1+132-1 41*C2+1+132-1 4 1+C2+1+C2-1 4 1+C2--1+C2-1 2 1+132+NC2-I 2 NC2+1+C2.1 3 1-C2-1+C2+1 4 1+132.1+C2+1 4 I+C2+1+C2-1 4 F5 d f-- Z 62-119' %-x-x 12.017-13.397 i4C2+1+C2-1 2 I4C2+HC2*) 2 1-C2+1+C2-1 3 I+C2+1+C2+1 4 /-C2+1+C2+1 4 I-C2+14C2+1 4 1-C2-NC2+1 2 1+C2+NC2+1 2 NC2+1-C2-1 3 1-C241-13241 4 I-CZ-1+132-1 4 1-C2-1-C2+1 4 Z O Z /CD O O %-x-x 13.398-17.016 1+132+0-C2+1 2 HC2+G+132*1 2 NC2+0+C2+1 3 I+C2+O+C2+1 411-C2+0-C2-1 4 1-C2.0+132.1 4 NC2.0+132+1 21i4432-0-C2 I z P(32+0+C2-t 3 t+C2+0+C2+1 4 NC2+O+132.1 411-C2+0-C2+1 4 0 = f�J = Custom 11.391-13.397 1+C2+1-C2-1 2 1+C2+HC2-I 2 1+C2+1-C2+-1 3I+C2+1+C2+1 4 I*C2+NC2+I 4 1+131+NC2+14 I-C2+1-132+1 2 I+C2+1-C2+1 2 1+C2+1-C2+1 3 1+43241+C2+1 4 1+C2+1+C2-1 4 1-C2+1+132+1 4 ¢ U tr m to 60' };_ .}j 13.398-16.300 I4C2-1+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+C2N 2 I4C2.1+C2-i Z 1+C2+1-C2N 3 I+C2+t+132+1 4 I+C2+1+C2-1 4 1+C2+NC2+1 4 O Q � x-x-x 15.381-19.641 1-C2+0-C241 2 1+C2+0+C2.1 2 1+132-U.C2+1 3 1-C2+0+C241 A l+C2.0+C2+1 4 1+C3.O+C3+1 4 1+C2+0+C2+1 2 1-C2+0+C2+1 211-C2-0+C2+1 3 1+C2+0+C2+1 4 I+132.0+C2+1 4 1+C2.0-C2+1 4 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2.3+432+1 2 I+C2+3-C2-1 3 1-C2+3-C2+1 4 14C2+3+C241 4 I-C2-3+C2-1 4 HC2+3-C2-I 2 1-C2+3+C2+1 2 1+C2-3-C2+1 3 1-C2+3+C2-1 4 HC2-3+C2+1 4 1+132+3+132+i d 75' x-x-}{ 13.398-19.110 t+C2+2-C2+1 21+C2-2-C2+1 2 1-C2+2+C241 3 I+C2+24C2-1 4 1+C2+2+C2+1 4 1-C3-2+C3+1 4 1+C2+2-G2+1 2 1+C2+2+C2*1 2 I+C2+2402+1 3 1-C24-2-C2+1 4 1+C2+2+132+1 4 1-C2+24C2+1 4jAY`1tt 111 Ul///7// x_)A4_x 19.111-24.041 NC2+1+132+1 2 NC2-NC2-1 2 1+C2-NC2-1 3 1+C2.1+C2-1 4 NC2+NC2H 4 1-L:3-i+133+1 4 1+C2-1+132-1 2 I+C2-HC2+i 1 I+132-1402+1 3 NC2-1+C2-1 4 1-C2-1-C2.1 4 NC2+1+C2-1 4 \.•�09......YN/y�T% Custom 18.360-19.397 I+132.3+132-1 21+132-3+(�+1 21+132.3+132*1 31+132*3+132+1 41.132+]+132+1 4 1+133-3+133+44 HC2+3-132+1 2 1-132-3-132+1 2 1+132+34132+1 3 1+132.3+132+I 4 HC2+3+132+1 41+132.7+132-1 4 09........... VGENg�'•. 1 19.390-14.380 1+132+3* + + C 12 I4C2+3+132+1 2 1+132+3+132+1 3 1+132+3+132+1 4 HC2-3+132+1 4 1-132+3+132+1 4 132.1 2 1 C2 3+02H 2 I4C2+3+132*1 3 1+132+3+132+1 A NC2+3-132+1 A NC3+3+133*1 4 1+132+3+ 2* '.� Custom 24.301-30.380 1-C2-2+C2+1 2 1+C2+2-C2+1 2 i-C2-2+C2+1 311+C242-C2+114 1+132+2+C2-1 4 1+C3-2+C3+1 4 1+C241+G2+1 2 1+132+2.•132+1 2 1+132+2+132+1 3 1+132+2+132+I 4 HC2+2*132+1 A l+132+2+132+1 4 - *: No.58705 120" )fi x-% '- -30.360 I72-3-C2-T12 1-132+3+132+1 2 1+C2.-3+C2-1 3 1+C2-3+C2+1 4 1+C2+3-C2+1 A 1+133+3.133+1 1 1+132-3+132-I 2 1+132-34132+1 2 1+132+3-132+1 3 1*132+J+132+1 t b+132+3+132+i 1 1+132-3+132+1 4 = Q.,� 31 WINDOW WIDTH-5828 NOTES: SEE TABLE to FOR DESIGN PRESSURE 0,� STATE I �<[/�` "MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE '•:�ORIDP..•- �[�� Max.Anchor O.C. Anchor ... ; Group F FIGURES ON SHEETS 6-0. i S/0 Spacing for"Integral- P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /7NALi 11 tI 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 3.7" 4)"1/4-1/2-1/4-AND"1/3-1/31/3"INDICATE THAT THOSE STANDARD SASH CONFIGURA110NS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO 9TANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. - P.E.0 88706 I TABLE 28: 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 10-12 Sash 9erh 24"Height 30"Heighl 30"HefgM !B"Iklght 5/"Helghl 63-Ikight 24-HeIgM JO'H.Ighl 36'1 klgM 48'Helghl 64"Haight 89"Haight C-figurallon Width a a Relnf.Lmel R•n0•fin) Head b SIII Heed d SIII Fkad b SIN ry Head b SNI tked d SII Fleed 8 SNI Eked b SAI Heed 8 SMI Had b SIII Fkad b SIII E hked b 8111 -.d&.111 R4 Anchor Group A Anchor Group C 35-1/4' 3L-Yr-y 11.991-11.301 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1.C2+0+C2+I 3 1+C2+0+C2+1 4 1•C2+0+C2+1 4 I 1+C2+0+C2+141 PRODUCT REVISED 38" 112.306-12.3N 1aC2+0+C2+1 2 1+C2+0+C2+1 2 HC2+0+C2+1 3 1+C2+0+C2+1 4 1-C2+0.C2+11411-C2+0+C2-1141 as complying with the Florfda 46.1/B" -y-K 111.391-13.397 1+C2+0+C2+1 2 HC210rC2+1 2 HC2+0+C2+1 3 I+C2+G+C7+1 4 I+C2+0•C2+14 1.p.O+p.1 4 NOA-No.Code 17-041'1.08 3G-Ya-1h 13.398-14.683 1+(x+O C2+1 21+C2r0+C2N 2 1+C2.0+C2+I 31+C2+O+C2+1 4 1+C2+0+C2+4 4 1+C3+O+C3+1 4 E%Plrattee Dsfe09/24/20+20 47-/4" -y-M 11.381-12287 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2.1 4 1+C3+MC3+i 4 I+C3+D+C3.1 4 34-35-y 12288-16.558 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-C3-0+C3-1 4 1+C3+0+C3+1 4 9Y NNa - /Product on re Custom 11.301-12.018 1+C2+0+C2a1 2 1+C2+O+C2+1 2 faC2+0+C2.1 3 1.p+0+C3+1 4 1+C3+0+p+1 4 I+p+O+p+I 4 62.1/8' Xa Y,-% 12.017-13.397 1+(2+O.C2+1 21+C2+0+C2+1 2 1aC2+0.CZsl 3 1+p+p+p+1 4 1+C3+O+p+f 4 1+C..--+1 4 34-yy 13.308.17.018 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. 4 1+C3+O+C3+1 4 VAED NOTE TOff3IOA111-24.641 01-13.387 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2.2+C2.t 4 1aC3+2+p+9 4 I.C3+2+C3+1 4 TABLES. 67 08-16.380 Not Allowed 1+02+1+C2+1 2 1+C2+2aC2+1 2 1+C2+2+C2+1 3 1+C2-2-C2+1 4 1+C3.2+tlH 4 1+C3+2+p+1 4 10.641 +C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+13 1+p+0+p+1 4 1+p+0+p+1 4 1+04+0+G+1 491-13.397 1aC2+2.C2+1 2 1+C2+3+C2+1 2 I+C2a3+C2.1 3 I+C2+3+C2+1 4 1+p+3+p+1 4 1+C3+3+C3+1 4 CO75" 88-10.110 1+C2+2+C2+1 2. 1+C2.+2.+C2+I 2 1+C2+3+C2.1 3 1.p+3aC3a1 4 1+p+3+p+1 4 i+G+3+04+7 4 < 311-24.641 w 1+C2+0+C2+1 2 1+C2+0•C2+1 2 1.p+0.p+1 3 t+C3+0+p+1 4 HG+O+G+1 4 1+C4+O+G+1 4 j o t� q Custom 17,641-10.397 CJ Oe• 1+C243+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4apa1 4 i+p+4+p+1 4 1.04+4+04+1 4 0 _- 34-35-3{ 19.788-24.980 Q 1+(2+3.02+1 2 HC2+3+C2+1 2 7.02+3.02.1 3 taC3+Np+1 4 1+p+4+pal 4 1.04+4+G+1 4 O IP Z w •IW (Z' t0 34• -/� 24.781-91.841 1.02.2+02.1 2 2+C2+2+C2+2 2 2+C2+2+C242 3 2+C3+3+p+2 4 2+p+3+pa 4 2+G+3+04. 4 O N I-W 127 Y'-3i-y 20.641-32.515 2.02+3+02.2 2 2+C2.3+C2+2 2 2.C2+3+C2+2 3 2.p+4+p+ 4 2+pM+tl+2 4 NG1+4.l 4 OJ r"1 0.0 X y- -y 32.518-39.641 2+02+2+C2+2 2 2+C2+3+02.2 2 2.C2+3+C2+2 3 2+C3+3+p+2 4 2+04+3+04. 4 2+04+3+(5+2! Z[i n UO' Cwlom -30.841 2.02+3+C2a2 2 2+C2+3+C2+2 2 2•C2+3+C2+2 3 2+C3+µp+2 4 2+G+4+04+ 4 2+C4+4+G+ 4 S llJ`- ®� Anchor Group 8 - Anchor Group D Z W _6 LU --1 9410 35-114' CX .391-11.391 I+C2+O+C2+1 2 I+C2+0+C2+1 2 1+C2+O+C2+1 3 I+C2+0+C2+1 4 1+C2+0.C2.1 4 IaC2+0+02.1 4 1+C2+O+CZ+1 2 1+C2+0+C2.1 2 I+C2+U+C2+1 3 1+02.0+02+1 4 i+C2+.p+(2+I d taC2+0+12+1 4 vJ 38" .308-12.308 1+C2+D+C2+1 2 1+C2+O+C2.1 2 14(20+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2a1 4 1+02+0*C2+1 4 1+C2.O+C2+1 2 1+C2+ r W 0 ' O•C2+1 2 1+C2+D+C2+1 3 1+C2+OaC2+1 4 1+C2+D+C2N 4 1+C2+0+C2+1 4 p 7 Q 45-1/B' ,381-13.397 I+C2+O+C2+1 2 1+C2W+C2+1 2 1+C2+O+C2a1 3 1-02 0aC2a1 4 1ap+0+p+1 4 lap+0+p+1 4 1+C2+O+C2+1 2 I+C2+Oa C2+1 2 1+C2+D+C2+1 3 1*C2.O+C2+1 4 1+C2+O+C2+1 4 1+p+0+C3+1 4 z`t U ~ V•- 388.14.883 1+C2s0+C2+1 2 1+C2a0+C2+1 2 IaC2+0.C2a1 3 faL7+0.C2+1 4 IaC2+0+C2+1 4 1+p+0+C3+1 4 1+CNO+C2•1 2 1+C2+0+C2•1 2 1+C2+D•C2+1 3 I+C2+o+C2+1 4 1*C2+0+C2+1 4 1+C3+0+C3. 4 -W-I 0 47-314' .791-12287 i+C2+OaC2+1 Z 1+C2a0+C2+1 2 1+C2+O+C2+1 3 1+C2.O+C2+1 4 I+p+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 I.C1+O+C2.1 Z 1+02.0+[2+1 3 1.02+0+C2+t 4 tap+O.tl+1 4 1+p+O+p+1 4 1" r 208-16.668 LC2+0+C2.1 2 1+C2+0+C2+1 2 1+C2+OaC2+1 3 1+C2+OaC2+1 4 1+p+0+C3a1 4 1+pa0+C3a1 4 1+C2+O+C2+1 2 I+C2+OaC2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 I+C3+0+p+1 4 1+C3+O+C3+1 A Z Q� lon5 j 391-12.016 1+C2+0+C2+I 2 1+C2+O+C2a1 2 1+C2+0H2+1 3 1+p+0+C3.1 4 1+p+0+p+1 4 1+p+O+p+i 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+O+C2N 3 1+p+0+p+1 q Hp+O•p+t 4 1+(�+(Hp.1 4 " < -J Cn 62-116' y-3S-Y 12.017-13,397 1+(2+0.02.1 2 1+C2+(NC2+/2 1+C2+O.C2+1 3 1+p+0+p+1 0 1+p+0+p+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 I+C2+0+C2.1 2 I+C2+0r C2+1 3 1+p+0+p+1 4 1+p+0+p+1 4 1+C3.0+C3+1 4 U' Z i Z 34�-Yi 13.398-17.018 1.C2+OaC1+l 2 1+C2+O.CZ+1 2 HC2a0+C2•1 3 1+p+o.C3+i 4 I•p•0+p+1 1 I.p.0•p+1 4 1+C2+O.C2+7 2 1+02+0+02+7 2 taC2+O+C2+1 3 1+C2+M(2+1 1 Htl.Mp+1 4 1+C3+O+p+1 4 LL � O O l Custom 11.301.13.387 I+C2.2+C2.1 2 1.C2+2+C2.1 2 1.C2+2+C2.1 3 1+CZ+2+C2+1 4 I+C3+2+03+1 4 1+p+2+C3.1 4 1+02+2+02.1 2 1.02+2+C2H 2 1+02.2+02.1 3 1+C2+2aC2al 4 1+p+2+p+1 ! Hp+2+CS+1 4 O 0 ScP K-y-Y+ 13.388-16.380 1aCl+Z+C2+1 2 1+C2+2aC2+1 2 1+02+2+C2+1 3 1+C2-2-C2-f 1 1+p.2+p+I 4 1+p+2+prt 4 1+C2+I.C2+1 2 1+CZ*1+C2+1 2 1402+1+(2+1 3 1402+1+02+1 4 1+p.1+tl+1 4 1.03+1+p+1 4 r toU Y,-Y,-Y, 16.361-18.891 1+C2+0+C2a1 2 1402+0+C2*1 Z 1•C2+0+C2+1 3 1+p+0+p+1 4 1.tl+0.p+1 4 1*G+0+G+1 4 1+CNMC2+/ 2 1+C2+0.C2+I 2 1+C2♦0.C2.1 3 HpW+p+t 4 1+p.0+p+1 4 HG+O+G.1 4 U Z Coelom 11.391.13.307 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+p+3+C3a1 4 1+q+3+03+1 4 1+C2+2+C2.1 -14(2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 I.C3+3+C3.1 4 1+C3+3+C3+1 4 Q = = I 75 y-y mm 13.398-19.110 I+C2+2.C2+1 2 t+C2+J+L2+1 2 1aC2+3+C:2+1 3 1•p•3+C3+1 4 I+C3.3.p+1 4 1+04+3+GN 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 I+C3+2+p+1 4 1+C3+2+p+1 4 1+G+2+G+1 4 34-X-K 19.111-24.891 1*(2+O.C2.1 2 1+02+0+(2+1 2 1+p+0+C3+1 3 1+C3+o+p+1 4 tad+0+04+1 4 I+C4+O+G+1 4 1aC2+0+C2+1 2 f+C2+0+C2+I 2 I+p+0+p+1 3 1+p+0+p+1 4 1+G+0.04.1 4 1+G+o+G+1 4 / r Custom 17.841-19.987 1+C2+3+C2+1 2 HCl+3+02.1 2 1+02+µQ.1 3 f+p+4+pH 4 1+p+µp+1 4 1.04.1+04.1! I.C2+9.C2N 2 1+C2+3+C2+1 2 1+C2+3+G2N 3 1+C3+µp+l 4 1+p+I+p+1 4 1+G+4.G.1 4 `� NY LYN�r+�'�,, i 06" 34-y-y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2.1 3 1+C3+4+p+1 4 1+p+4+p.1 ! I+G+4+G+1 4 I+C2+2+C2+1 2 LC2+3+C2+1 Z 1+C2+3+Q+1 3 I+p+3+p+1 4 1*p.3+p+1 4 1+G+3+GN 4 ' 1,10EN 34- - 2!.961-MAO C2+Z+Q+2 Z 2.02+3+Q+2 2 2+02+3+02+2 3 2+p.3+C3+2!2+p+J+C3+ 4 2+G+3+C4+2 4 1+01+2 C2+1 2 1402+2+CZ+1 2 1+C2+2+C2+1 3 i.p+2+p+1 4 1+p+2+03+1 4 1+04+2+04+1 4 127 Y-Yr-x 29-841-32.515 +Q+3+C2+2 2 2+Q+3+C7+2 2 2+C2+!+C2+2 3 2+p+l+p+ 4 2+p+1+p+ 4 2+C4+4.04+2 4 2+C2.3+C2+2 2 2+C2+3+C2+2 2 2+02.3+C2+2 3 2+p+q+C3+2 4 24C,+I+C3+2 4 2+G+4+C4+ q 14 1 No.58705 Y. 32.618-79.641 +(2a3+C2.2 2 2.01+3+02.2 2 2.02.3.02+2 3 2+tl+/+p+ !2+G+4+C4• 4 2+C6+µC6+2! 2+C2+2+2+2 2 2+C2+S+C2+2 1 1.C2+3+Q+2 3 2+p.3.p+2 4 Z+G+3+04+2 4 2.04+J+G+2 4 147 Custom -39.641 2+C2+3+02+2 2 2+C2+3+C2a2 2 2+C2+4+C2+2 3 2+p+4+C3+ 4 2+04+4+04* 4 2+CS+4+C6• 4 2+C2+3+C2+2 2 2+C2.3+C2*2 22+02.3+C2. 3 Npa4+p.2 4 2+04+4+G+2 42+04+4+04+2 4 O•';� ST 7E NOTES: SEE TABLE 15 FOR DESIGN PRESSURE •(�'. ^ ':•.�C4/� ` 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). '<O �� RIOP.. 'GLASS TYPES f0-12 8 11-16 ••MIN.SASH SIZE=Ydl1•IQOW YdUTH-60.71 SASH SIZE IS AS PER THE FIGURES ON SHEETS 5-6. %S/O-' .ANG MAY NOT BE USED WITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGI IT DIMENSION SHOWN ON THE TABLE. /////NAL 11111 J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO UBINO THESE TABLES. FIN FRAMES 4)'1/4-1/2-1/4"AND"1/3-113-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. 11 IN TI4E ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P. 68705 j I I TABLE 27: ___ MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. - - - ---- Gists 7"e. Anchor Quantities for XOX Windows 14-16 Seeh B4•h Width 24'HeIpM 30'Helph( 36'Helghl 48'Hdgld 54'Fieipht 63.lklphl 24'lklgltl 30'Heigh 36"Hight 46'1kIgN 6d'1lelghl 63`HeIpM a Relnt Leal Cm para Ion Renee 0.) H•ad 9 S. Fkad 6 SIII m Head R SNI Head 8 SIII Heed&91N I kad 6 SIII Heed 6 SNI a Iked 8 SIII lieed 8 SIM Hced a 6NI Head 6 51A Head 6 501 R4 Anehor Group A Anchor Group C 35.1!1' K-Y•-K 11.301-11.301 1+C240+C2+1 2 1+CZ+O+02.7 2 1+C2+O+C2+I3 1402+0+C2+1 4 IaC2+O+C2+1 4 1+C2+0.C2+1 4 38' %-%-X 12.306-12.306 1402+0•C2a1 2 I+C2+O+C2+1 2 1+C2+O+C2N 3 1+C2+O+C2N 4 I+C2+O+C2+1 4 1+0.0+pN 4 c0mp1jin Eh tns FDlorldn Y.-Y.-Y. 11.391-13.307 1+C2+ Building Cod. 45-1/6" t O+C2+1 Z NCZ*O+C2N 2 1+C2+D+C2N 3 1+03.0+0+1 4 1+p+O+C3N 4 1+0.0+0+1 4 OA-No. 17-0411.08 y-Yi-/a 13.3Po•14.QA1 1+02+0.02+1 2 1+C2+0+C241 2 1+C2+0+C2+t 3 1+C340+pH 4 I+C3+0+p+1 4 1+C340+CJ+1 4 4734' K-K-K 11.301-12297 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+O+C2+1 3 1+C3+O+q+t 4 I+q*O+pN 4 1+G+0.04+1 4 E.Piratlon Date 09/24/2020 K-K-K $.2Po-iSs58 1+C2+p«C2+1 2 I+C2+O+C2N 2 1+C2+04C2N 3 1+C3+O+p. B 1 4 Hp*O+pN I I+C3+O+q+1 4 Y ' Custom 11.391-12.016 Mlam ad ro act Control 1+C240+C2+1 2 NC2+0+C2N 2 1+C3+o+C3+1 3 1+p+0+C3+1 4 1+04+0+04+1 4 1aC4+O+C4+1 4 g 62.1/8" K-K-K 12017-13.397 1+C2+O+C2+1 2 1+C2+D+C2N Z 1+C3+0•p+1 3 1+C3+0+C3+1 4 1+C4+0+G.1 4dI+C4+2+C441 +1 4 y K-K-K U.3Po-17.016 1+C2+0+02+1 Z NC2+O+C2N 2 1+C3+0+p+1 3 1+p+0+03+1 4 HG«O+G+1 4 v1 4 01 AOOED NOTE TO ANCHOR jS� QNlan 11.391•13.397 1+02+2+C2«1 2 NCZ+2+C2H 2 I+C2a2+C2+1 J 1+03+2+C3+1 4 1+p+2+p+t 4 +1 4QTY.TABLES. air Y-}S-){ 13398-16.360 NotAlowed I+C2+1+C2+1 2 1aC2+2+C2N 2 I+C2a2+CN1 3 I+C3+2+C3+1 4 1.p+2+p+i 4 +1 4Y.-K-K 15.301.19.641 1+C2.0+C2+1 Z 1.C2+O+C2+1 2 1+p+0+_ 3 I+0.0+01+1 4 I+04404C4N 4 N 4Cuelam 11.301-13.397 C2+3+C2a1 3 1aq+3+C3+1 4 1+04.3+GN 4 N 4 1+CN2•CN1 2 1402+3.02+1 2 1+ tY m71.02'2+CN1 2 1+C2+2+C2+1 2 1+02'3+C2a1 3 1+0+3+08+1 1 HG+3+G«1 4 N 4 Z LOn•y%-%-K 13.306-19.170U)K-K-• 10.111.24.041 1+C2+0+C2+1 2 1+p+0+041 2 1•C3+0+0N 3 1+C4+0404+1 4 1+C5+G-CSN 4 +1 4 w In O O GLFIam 17.8/1-10.387 7+CN3+C2at 2 i+C2+3+C2+1 Z'+02.3+0241 3 1+p+4+0+1 4 1+G+NG•1 4 taG+4.04+i 4 O 06' )s•v,-K 19.3 24.300 1+C271+C2+1 2 t+C2+3+C2+/ 2 1+C2+3+C2.1 3 1+G.4.GN 4 1+04.4+GN 4 l+c4+3+CA+1141 > Ix •IM uT K%-K 24.361-MAO 1+C2+2+C2+1 2 NC2+Z+CNZ Z 2+C2+Z+CN 3 240+3+G+ 4 2+G+340+2 4 I+G+2+GN 4 Ur N F-w LK-K•K 29.641•32.515 24C2+3+C2+2 2 NC2+3+C2+2 2 2+C2+ O a 120' J*CN 3 2+04+4+G* 4 2+04+HG+2 4 2+04.3+0. 4 J1 _ K-K-K 32516.39.841 2+C2+2+C2+2 2 2+C2+3+02+2 2 NC2+3+CN 3 2+04+3+CA+ 4 2+04340.2/2+C4+3«04+ d Z Ee 140' C..I- .38.841 2402+3+C2+2 2 NC2+3+C2+2 2 2+C243+C2+2 3 2+G+4+G+ 4 2+04+4+G+2 1 2+CM1+3.G• 4 006 LU - 0 N Anehnr Group B Anchor Group D lU J 36-1/4' K-K-• 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+t 2 1+C2+O+C2+1 3 1+C2+0+C2+- 1 1+C240+C2+1 4 1*C2+O+C2a1 4 1+C2.O+C2+1 2 1+C2+0+C2+I Z 1+C2+O+C2+1 3 1+C2+O+C2N 1 1.C2.04C2N 4 I+C2+0+02+7 4 �It1 m J p 3B' K-K-K 12.3DB-12.306 1+C2+0+C2+t 2 t+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2N 4 1+C2+p+C2+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 1402+04C20 2 1+C2.04C2+i J 1+C2+0+C2+1 4 1+C2.0+C2N 4 14q•O+C3+1 4 O 431/B' K-K-Y+ 11.391•13.397 1.C2+0+C2+1 2 1+C2.0+C2+1 2 1+C2+0+C2+1 3 1+p.0+p+1 4 1+C3+D+p+1 4 t+G+0+04+1 4 I+C2+O+C2+1 2 1+C2+0+02.1 2 1+C2+O+C2+1 J 1•q+0+C3N 4 1*C3+p+q+7 4 7+04+0+04«7 4 z $ a K-K-K 13.398•14.683 I+C2+0402+1 2 1+C2+0+C2+1 2 1.C2+O+C2.1 3 1•p+0+C3N 4 1+C3+D+C3+1 4 1.p+0+C3.1 4 1+02+0+02+1 2 i+CT+O+C2N 2 1+02+0+02+1 J 1+C3+04gN 4 1+p+0+pN 1 1+p+O+p«i 4 W 0 K)?-K 11.3D1-12297 t+02'0+02'1 Z 1+02+O+CN1 2 1+C2+O+C2N 3 1+q+0+p.1 4 1+q+0•p«1 4 f+G+0+04+1 4 1+02+0+02+1 2 7+C2+0+02+1 2 1+02+O+C2.1 J 1.03.0+03+1 1 Hp+O+p•1 4 I+G+0+04+1 4 J 47-Y4 O K-K-K 12298-16.568 1+C2+O+C2N 2 1+C2+O.C2+1 2 1+C2+WC2+1 3 1+p+0+0+1 4 1+p+0+q+1 4 7+p+p+q+1 4 1+C2+O+C2+1 2 I+C2+O+02+1 2 1«02«0+02+1 J 1+C3+p+qN 4 I+q+0+p+1 4 1+p+0+03+1 4 Z IpevS Cwlan 11.391-12.018 1+C2+0+C2+1 Z 1+02«0+02'1 2 1+q+0+p+1 31+0.0+0+1 4 1+G+D.Ga14 1.04+O+GN 4 HC2+O+C2+1 2 1+02.0+02.1 2 1+q+O+p+7 7 1+p+0+p+1 4 AG+O+GN 4 I+G+O+G+1 4 0 Q ss 6Z-1/8' K-Y•-k 12017-13.301 1+02+O+C2N Z 1+02.0+02+1 2 t+0+0+0+1 3 t+p+0+C3+1 4 I+G+O+G+1 4 i+04+0+G+1 4 1+C2+04C2+1 2 1+C2+0+C2N 2 1+03+0+C3+1 3 1+C3+0+C3+1 4 1+G.O+G+1 4 1+G+D+G+1 4 cf Z 3 K-K-K 13.306-17.018 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C3+O+pN J 1+q+0+0.1 4 1+01+0+G4I 4 Nl+O*4+D+Cl4 1+C2+0+C2+1 2 1+C2+O+C2+7 2 I+p+0+p+7 3 1+C3+0+03+1 4 1+G+0+04+1 4 1+0+0.0+1 4 < (L' Z CUdom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 3 1«p+2+p+1 4 NC3+t+p+1 4 1 4 1+C2+2+C2+1 2 1+C2+2+C2N 2 taC2+2+C2+1 3 t+p+24C3+t 4 1+C0+2+C0+1 4 1+04+NC4+1 4 Q398-15.300 i+C2+2+C2N 2 1+C2+2+C2+I 2 1+02+2+C2N 3 1+p+2+C3+1 4 1+p+2+C3+1 4 4 1+C2N+C2N 2 1+C2N«C2+1 2 1+C2+1+C2+I 3 1+p+1+pN 4 J+C341+q.1 4 I.C4V K-K-K 16.361-19.841 t.C2.0+C2+1 2 I+C2+D+C247 2 1+p+0+0+1 3 1+G+0+G+1 4 1+04+0+G+I 4 7 4 1+C2+0+C2N 2 1+C240+C2+1 2 1+p+0+p+1 3 1+G+O+C4N 4 1+01+O+G+I 4 1+CS+O+C6+14•73.397 1+C2+J+C2+I 2 1+C2«3+CN1 2 1+C2+3+C2N 3 1+C3+3+0+1 4 1+04+3+041 4 4 1+C2+2+C2+1 2 1aC+2+C2N 2 1402+3+C2+1 3 1+C3+3+C3+1 4 1+G+3+G+1 4 1+04+3+04+1 4O13.788-19.710 1.C2+2.C2+1 2 1+02+3+C2+1 2 7+C2+3+C2N 3 1+p+3+pN 4 1+G+3.04+1 4 4 14C2+2+C2N 2 I+C242,C2+1 2 I+C2+2+C241 3 I+p+2+C3+1 4 1+Ga2+G+i 4 1+C4+2+G+1 4%-%-K 19.111.24,641 t+C2+0+C2+1 2 1+C3+0+0+1 21+C3+O+p+1 3 1+G+0+04+1 4 7+CS+O+C5+7 4 4 1402+0+C2H 2 I+p+0+p+1 2 1+C3+0+03+1 3 1+G+0+G+1 4 NC540+C6+1 4 1+C5+0+C5+1 4 aslom 17.641•19.387 t+C2+3+C2+1 2 NC2+3+C2N 2 1+C2+4+C2N 3 1+C3+4+p+1 4 1+G+4+GN 4 1+044+04+1 4 1+C2+3+C2+1 2 I+C243+ `1�WWNY LYNI C2N 2 1+02+3.02+1 3 1+p+4+p+1 4 1+G+4+GN 4 HC1+3+04+1 4 N 96 K-K-K 10.398-24.360 1+02+3+C2+1 2 I+C2+3+C2+1 2 NC2+4+C2N 3 1+GN+G+1 4 1+G+4+GN 4 1+04+8+G+7 4 I.C2+NC2+1 2 1+C2+3+C2+1 2 14C2+3+C2+1 3 11-04- C4-1 4 HG+3+G+1 4 1+G+3+C4+1 4 -Yi-• 24.961-31.841 NC2+2+C2+2 2 2+02+3+C2+2 Z 2+C2+3+C2+2 3 2+G+3+G+ 4 2+G+3+04+2 4 1+04+2.C4+1 4 1+C2+2+CIHff�m 1+02+NC2N J 1+CI+2+GN 4 1+G+NGN 1 1+CI+Z+GN 4 F •'!1'n�'i 120' K-K-' 2'641-32.515 2+02.3+02+2 Z 2+01+3+CN 2 2+C2+MC2+2 3 2.GM+G+ 4 NG+4+G+ 4 2+GH+G+ 4 2.02.3+C2+ 2+02.3+CZ+2 3 2+C4.NC4+2 4 2+G+4+04.2 4 2.01+3+0«2 4 *;. No.50706 K-K-K 32.516-39.641 +CZ+3+C2+2 2 2«02.3+C2+ 2 2+CN3+C2+2 3 2+04«4+04+ 4 2+GH4G+ 4 NG+3+G+2 4 2+C2+2+CN 2+02+3+02+2 3 2.04+3«04+ 4 2+0443+04+2 d 2+C4+2+G+2 140' Custom •• -38.641 2+C2+3+C2+2 2 2*C2+3+02+2 2 NC2+4+C2+Z 3 2+GM+04+ 4 24GN+G+ 4 NG+3+G+ 4 2*0243+02* 2+0+3.02+ 3 2+C4+440+2 4 NG+4+G+I 4 2+G+3.04+ 4 7040'•- � �� NOTES; SEE TABLE 16 FOR DESIGN PRESSURE .n-. TE F <4/ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS W)N110 WIDTH-SO.Iy SASH SIZE IS AS PER THE FIGURES ON SHEETS 66. 'GLASS TYPES 10-12 S 14.16 •'MIN.SASH 512E= 2 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INIfEGRAL 4)'1/4-1/2.1/4'AND-1/3-id-iq-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE FIN FRAMES A LYNN MILLER,P.E. > IN THE ADJACENT COLUMN.-CUSTOM'INDICATES THAT NO.STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.Es 56703 , TABLE 28: Bili of Material 3.500" 3.500" -- 3.600' -- 3.500' ' N PsRA Description Malarial1� ' -►if-•- .062" .�!I.�- .082 -+-1�-+- .062' _ -a'II - .082' 1 8211121 Flame Beed,518 and Jambs-J-Channel PVC 2 620122 Flame Head,Sill and Jambs-Flange PVC a 3 620123 Frame Eked,Sill and Jambe-FM PVC 4 820124 Flame Hoed,Sill and Jambs-Equal Leg PVC 2.445" 2.445' 2.445" 2.445" 13 820172 Anti-LM Insert/liim Cmr PVC - 14 820131 Fixed Meeting Rab PVC J 15 820158 Track Insert 8003 TB At Is 620129 seen Rail(Sides,Top a Bottom) vvc -J�v 17 620166 Monorail 5083 T6 At .825' JCHANNEL .62' FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620158 PUB RBII Inledock 6063 T8 Al T 717r@F�RAMF. HEAD.SILL r HEAD,SILL 8 1.37 HEAD,SILL a 4 HEAD,SILL 8 20 820144 Pull Rall Intedook Cover PVCd JAMBS + JAMBS JAIABS JAMBS 21 620160 Light Sash Reinforcement 6063 TB AI 22 620151 Standard Sash Reinforcement e083 TO At - 1.872• --►-I 1.8VI" 23 620162 HD Sash RRInbmement 0063 TO At 24 620153 Standard Meeting Rail Reinforcement 6005 T6 At L 1.507• 1 437' Imo- r ►{ -�- 26 620154 FD Meeting Reil Reinforcement 8005 T5 Al 1.630- 2.100" - 2.176' 26 820166 H.D•Hodz.Roller Meeting Rall Reinforcement 6005 T5 AI .772• 'tea 0 o to2o" 1 376• _ 27 710X114PPA #10 x 1-1/4"PH.PH SDS(Monorall Screw) 4106S II "nor 28 61644 Weatherstrip,.187"x.2 Ar Fin Pileoes 060- .070" - •050" j 29 81719 Weatherslrl,.1117'x.220"Poly Pile -►� 1.231' �- -�-� low- LIFT 30 N8 x 1'Ph.PH SDS(Interlock Mount! Screw 410 SS 13 ANTI-LIFT INSERT 14 FIXED 1e TRACK 18 SASH RAIL 18 RAIL LIFT RAIL 6 TRIM COVER MEETING RML INSERT O INTERLOCK INTERLOCK COVER f 31 7e)012PPA 08 x 3-1/2'Ph.PH SMS(Filed Meeting Roll Screw) 410 SS i 32 716698P Meeting Rail Screw Support Plate 6063 T5 Al I (` 33 720210 Weep Hole Cover PVC .300- f-+�- 34 720187 Screw Fbls Plug PVC or .175' Auto Lock u I 1L I 1 37 720187 Auto Lock C SteelAuto 750. 754- .215" .718' 3B 720199 L Lock Cast Zinc V I --- I 39 720198 AufoL.OokCperAssembly Cos lZinc .025' ---(--� ,035" -►k-+-� �•-I 1.1115' .oeo• -- 40 No x 1.1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS - LAMI IG ROLLED EXTRUDED LIGHT SASH STANDARD (/72 110 / 1 rr71 SASH 41 720200 Auto and Sweep Lock Keeper Cast Zinc \_�BEADING SCREEN FRAME U SCREEN FRAME l,�nFINFORCEMENT REINFORCEMENT 42 76X34PPA 06 x 3/4'PH.PH SDS(Keeper Screw) SS 43 7612FP7X #e x 1/2•FPH Tek(Reinbrcement Screw) SS o70' -�•(�-�- 1.192" �----- 1.182' '2W 44 toRdstile Top Comer Kay Nylon _ I� �- .070" ' ! 45 Leadstile Bottom Comer Key Nylon !1.184 III 094" {1 4e Lockstlle Top Corner Key Nylon �(� .U70" .791'"1.03A* 1.041' ___Jl 1.041" t229'47 Lockstile Bottom Comer Key Nylon 'BIP '''''7ff��� . .1 _1_ � .130' L .1e4• L .074' 48 720204 Wheel It Nylon .150' -t'-1 I.3. I.'•-- -a•-1 1.340'• �•- --q 1.340' F-- I{ 72 620136 Lami.I.G.Beed PVC HD SASIi I STANDARD HO MEETING HD HR MEETING PRODUCT REVISED ; C MEETING RAIL 26 RAIL 28)RAIZ. 17 MONORAIL as enplyl. with the Florid. 74 Beckbedding,GE 7700 or Dow 791 Silicone 23 REINFORCEMENT `2�REINFORCEMENT REINFORCEMENT REINFOP,CEk1ENT Building Coda 1 76 715&V5 SettingBlock(7/8'x Z'x 118" 85*/-5 dum. EPDM NOA-No. 17-0411.08 i 80 61011 Roll-formed Screen Alum 7v Rerleed W. o.te: peM.bn: exprratlon Data 9/24/2020 at 81012 Extruded Screen Frame Alum `�. OrIY LYNAt ,, JR 03/27/17 NO CHANOE9 THIS SV EET. ay 82 Extruded Screen Spreader Bar Alum P�1•••'-v-ICENSF ��`� Miam a ro uc! on.. Rertred or. Dab: RMNm: 83 47042W Screen Comer Key with PUB Ring PVC 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC *;' No.58705 = B5 7CASPM Tension S SS VNIP *= A DeecrlpUen: .^ ` I - WINDOW EXTRUSIONS&BOM J ROSOWSKI 88 818161'AS Screen Cloth Fiberglass p :• 1070 TECHNOLOGY DRIVE 87 61635MI614 .140"Screen Spline(Mach)ne/Hand Rolled) Vin 1 %�T N.VENICE,FL 34276 nde: 3 CclSt '•.LORIOP,,•• �C�; 9a1 9o-1a0o HORIZONTAL ROLLER-LM 05!15/15 f NOTES: %77, t�•..•.. CO IONre ZarPCTwwsrRres,m. ee rr NAL uvv� 9 F y D Ser/es/ModN: Swfc Dm.Mp No. 1)rTEMS N G 12,1B.38.30,49-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.144m h I&A P.E HR-5510 NTS 17 OF 18 MD -HR5510-01 B 2)PVC BV ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR MMA EXTRUDER CODE. P.E.B 5#706 CERT.OF ALMI.629299 ~` 18 SASH TABLE 29: Egress Lock Bill of Material INTERIOR AND EXTERIOR MITERED FRAME WITH lJ ASSEMBLY 0 # Part# De6CrIptlon Material 1 _ FRAME WELDS—� 100 7MC7024 MUIII-Point_ Lock Operator Cast zinc t8 42 io6 101 73340 Opamtor mounting Plate Steel 31 102 72015 Multipoint Lock Ke Aluminum 103 720214 Multipoint Lock Guide Nylon X 32� Es TERIOR 08 ATTACHED RAIL1042202117-221104220217-221 Tie Bar(Length Varies) Stainless Steel 1 L2 105 71024X12HFX#10 It 1/2"HH MS Stainless Steel 108 7,WFPAX #B x 1"Ph.FH SMS Stainless Steel 7 X4 107 78X75FPTX #B z 54"Pb.FH SDS Stainless Steel 19 17 ATTACHED TO 103 j/--(30) FRAMEJAMB 21 EGRESS LOCK ,� 37 DETAILS \.\•\ \ 40 /`1((l.� 39 {NOT TO SCALE 88 B3 ORC8� 42 1o, — !° �• �� OPT.AUTO LOCK 65 l PRODUCT REVISED 45 - ATTACHED TOss complying with the Flarlde f FRAME JAMB Building Code 48 1 -• C-rACHED NOMNo. 17-0411.08 Explrauon Date 09/24/1020 q2 �,� BrMlsrs- sro ue on ro OPT41 42 fl OPT.SWEEP LOCKAME JAMBO 61 80 OR 15 �`J 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WITH ® N.VENICE, FL 34275 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS V I I I II CERT.OF AlffH. /29298 � SCREEN `\ ASSEMBLY JR 03!27/17 �NY'�YNN , NOCHAIIGEa TIAMSMET. �'.-''• �'��'"LIGENgf;��(( �; DETAILS *•.' No.58705 33 •• _.0 : a�JA!�^'�-c•* D.aerrpaon: Drown alv 83 OR� EXTERIOR FRAME AO`•, a ' :•w; EXPLODED WINDOW VIEW J ROSOWSKI i ASSEMBLY i�C(` "'•�[ORIOA•,•' ��: nu.: �• NOTES: DETAILS HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �/�ONAL E`%`��� 2)J-CHANNEL FRAME SHOWN,PARTS 1.OTHER FRAME TYPES APPLY. - A.LYNN MILL�h`.P.E. S.rf..H Jd,5510 SNTS 3 18 OF 18 MM D9 HR5510-01 ft— B 3)FOR REINFORCEMENT TYPE3,SEE DETAILS ON SHEETS 6-6. P.E.a 8e7o6