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HomeMy WebLinkAboutProduct Approval (2) RECEIVED 3 JUL 2 9 Z019 MIAMI-DADS KIAMI-DADE COUNTY ST. LUde County, Perm'11 aCT CONTROL SECTION 0M DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADAMSTRATION DYVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NO —www.miamidadeg /econom PGT Industries,Inc. 1070 Technology Drive TF I L North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by,Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by lyfiami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series'9]R-5510"PVC Horizontal Rolling Window--L.M.I. APPROVAL DOCUMENT:Drawing No.1FW­11115510-01 titled"Horizontal Roller-LM",sheets I through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE LAPACT 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.Plasencla,P.E. NOA No.17-0411.08 MIAMI DADE COUNTY Expiration Date: September 24,2020 "I R� Approval Date: August 31,2017 Page 1 PGT Industries;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD- 5510-01 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 FSC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding.glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated g1--ass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and IiTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and.TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ` along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, f Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) k 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) c Jorge X Plasencia,P.E. Prpduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 t Approval Date: August 31,2017 i d y r PST Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cocvTWUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (201.4),dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifa.l®Ultraclear, Clear, and Color P'VB 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 y 07/04/18. g 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA s for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated � 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. { Jorge M.Plasencia,P.E. Prp net Control Unit Supervisor NOA No. 17-0411.08 t Expiration bate: September 24,2020 Approval Bate: August 31,2017 E-2 3 t PGT Industries,.Inc. NOTICE, OF ACCEPTANCE: EVIDENCE SU13MITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014)and F13C- 6th 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 underprevious NOA No. 16-0714.17) 4. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under AIJOA No.15-0903.10) ' E. ®TITERS 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. i s l Jorge M.Piasencia,P.E. Product Control Unit Supervisor N®A No.17-0411.08 � Expiration Bate: September 24,2024. Approval Date: August 31,26V E-3 5 f 25 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5 12-0!4°MAX,O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 6"MAX 1"F— _ I v-B'SEE 1-114° LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT I SHEETS SEE SHEETS MAX 9-16 D,SE 23 ANCHORS,SEE CLUSTER — �— JJJ... SHEET4 OCTAILB SHEET 5 I5•85" 18.94°N1AX.O.C. 5 EET 3 SH10" 8"MAX. —+�I (-�- MAX.O C B,SEE EET4,BEE ----� EET 3 T q Cr" 10"MAX. 1 SN � _.__._—I E,SEE C SHEET3t EQUALLY 19" 76" ' SPACED a MAX.D.C. MAX 72' E ANCHORS PER I BUCK MNC. TABLES 17,22 I HEIGHT BUCK EQUALLY ACED MAX. '7T' EIGHT MAX. PER I I BUCK SHESEEETS J / / TABLE523,27 I I � HEIGHT 9-16 Ih 15.67 O X I O X`' 8 MAX — — 8"MAX SEE SILL___/', SEE SILL - WEEPHOLE� WEEPHOLE DETAILS, 4"O.C. 3"MAX. j_�- j 3'MAX. SEESILL� SHEETS BETWEEN --►� �•+r-- DETAILS, 4"O.C. WEEPHOLE4"O.C.BETWEENB SHEET4 BETWEEN DETAIS, WEEPHOLES3°MAX. EPHOLESEPHOLES D SHEETS 75'MAX.BUCK WIDTH 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 BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER :2014 FLORIDA BU LI) CODE(FBC),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(HVHZ). :ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS A60VE 30'IN THE HVHZ,THE OUTBOARD LTTE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM 090 -ASIS100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHORTYPE •AISC 360-10 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS ZXARE 1-1/2'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.. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORSELE ''••'' 1 ,ONS.........._.....................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114"MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRAN_SFERRING APPLIED LOADS. 7)DESIGN PRESSURES: OPTIONS.............._...._....2 E 8 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PERASTM E1300. INSTALLATION,EQUAL LEFLANGE IBOX................3 8.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. &INSTALLATION, J-CHN INTEGRAL. ..RA...........4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%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...._...........8.8 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ..ANCHOR QUANTITIES................. 16 ..8-G- 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NON ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE)LIGHTER ASSEMBLY.EXTRUSION PROFILES&BOM ..18 PRODUCT REVISED17 OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL "'•'•""""'-"-' 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. as complying with the Florid. Building Code USER INSTRUCTIONS: NOA-Ho. 17-0411.08 111111 Eapiratlon"o 09/24/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIIGUGRATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE STANDARD D ASCE 7. ���\ ONV,LYNN i7�/ Rahsad 8y. Data uP0 T�EDTo FSO 2on.AOoeO !/ REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING `� � :'�CENSfT �� i�{i JR 03/27/17 NOTE TO ANCHOR OTI-.Tffi5. By TABLES 6.16(SHEETS 6.0).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENINGmiam7-D� c Product Control Q' •(� Ravhad BY Ravlslon: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. Deto: N9.68705 �•� �_ 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION CONDITIONS. /�/ •a - p Description: ONown Sy- REQUIREMENTS DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHORISUBSTRATE WILLMEET _ 1 f�j 7 REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2OR3,ANDTHATALL MIN.REQUIREMENTSFROM THIS SHEET 7 �= GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MEET. 7� FO �•��� 1070 TZCHNOLOGY DRIVE Title: Dete: 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. �i ••;°<Ory1DP,•` N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. ',7SjS�O rNrA`L,��1E1`G�``` ((941W40-1600 POT INDUSTRIES.INC. HORIZONTAL ROLLER LM, 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNNIIv11LLER,P.E AtL ra0O Sedes/Modeh Scale: Sheotr Drvwing No. . Rer. INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 0 ON SHEET 2. RE.#58706 CERT.OF AUTH.#20296 HR-5510 NTS 1 OF 18 MD-HR5510-01 B TABLE 1:ALLOWABLE GLASS TYPES TABLE 4;INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) Forme Grass Type "A"=ANNEALED Types Options Installation Substrate Option Detail Sheet 5 718"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Inledayer 'T'=TEMPERED"H'=HEAT STRENGTHENED (see Fill B) (see Table 1) Conditions 6 718"Laminated LG.:1/8"T Exterior Cap+7116"Air Space+5116"Laminated;(2)Lites of 118"A Glass wlth.09D"PVB Interlayer "PVB•=-090°TROSIFOL0 PVB Through the ....into 2XWoad Frame/Buckstdp-sheat 4,option 5 7 7/8"Laminated I.G.:3119'A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of US"A Glass with.090"PVB Interlayer BY KURARAY AMERICA,INC. J-Channel 1-4 integral 5n...... ....Into Metal-sheet d,option 8 8 718"Iarrlinated I.G.:3116'T Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes Of 118"A Glass With,090"PVB Irrtedayer 'SG"_.090"SENTRYGLAS® (viii- Through the frame....Into 2X Wood Frame/Buckstrip•sheet 4,option 6 10 718•Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5/16 Laminated;(2)Utes of•118°H Glass with.090"SG Interlayer INTERLAYER BY I<URAR 1Y of the window...... ,,,,into Metal-sheet 4,option 7 AMERICA,INC. into 2X Wood Ftame/Buckstrip-sheet 3,option 1 11 718"Laminated I.G,:3116"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer Flange Through the"me -...into Concrete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16'Laminated;(2)Lites of 1/8"H Glass with.090"SG Interlayer (42) 1 4 of the window...... ....through 1XBuchstdp Into Concrete/CMU-sheet 3,option 3 11&15 7, 14 7/0"Laminated I.G.:118"T Exterior Cap+5/16"Air Space+7118"laminated;(2)Liles of 3/16"A Glass with.090"SG Interlayer GLASS TYPES S. Into Metal-sheet 3,option 4 MAY NOT BE USED IN THE 15 718°Laminated LG,:3116"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass With.090"SG Interlayer_ ® HvHZ ABOVE 30. Through the Into 2X Wood Frame/Buckstdp-sheet 4,option 5 16 7/8"Laminated I.G.:3116"T Exterior Cap+114"Air Space+7/16"Laminated;(2)Utes of3116"A Glass with.090"SG Intedayer Integral Fin 1.4 Integral§n...... ....into Mewl-sheet 4,option e SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSURElANCHORAGE INDEX. ( ) Through the flame into 2X Wood Frame/Buckstdp-sheet 4,option 6 ofthe window...... ,,,,Into Metal.-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into 2X Wood FrameMuckstrip-sheet 3,option 1 Bor,! Min.Edge Min. Through the frame....Into Concrete/CMU-sheet 3,opUon2 Group Anehar Substrate Distance Embedment" 7HRE pg3 Material] Mia.Fy Min.Fu Equal-Leg 9-A ofthewindow...... ,...through 1X Bmhstdp Into Concrete/CMU-sheet 3,option3 #10 SMS P.T.Southern Pine(SG=O. )- 7116" 13/13" BEYO D THE Steel Screw V1217.4 95 ksi ) Into Metal-sheet 3,option 4 METAL 1813 Screw 95 ksi (steel,18$S.S. Steel,A36" 318" 0.050" SUBSTRATE. 410Screw 110 ksi Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) Elco A9gre•Gatcrda 96 ksl A or 410 S.S.) Aluminum,6063-T5' 3/8" 0.050" "UNGROUTED Elco UltraCorlD 177 kat FIGURE B:FRAME TYPES P.T.Southam Pine(SG=0.55) 7/16" 1318" CMU"VALUES 410 SS Eloo CroteFlex® 189.71tst ' MAYBE USED 3116"steel Ultracon Concrete(min.2.85 ksi) 1" M0.0451"(18 FOR GROUTED 6063-T5 Aluminum 16 ksi 221tei Ungrouted CMU,(ASTM C10) 2-1/2" CMU A36 Sleel 36 ksi 58 hsi (^,�J�P.T.Southern Plne(SG=0.55) 9/16° APr'LICATONS. Gr.33 SteelStud 33 ksi 45 ksi VU0 #12 SMS Steel,A36' 3/B"B (steel,18-8 S.S. BOX OR or 410 S.S. Steel Stud,A653 Gr.33" 318° FLANGE EQUAL- ) Aluminum,6063-TS` 3/8" INSTALLATION NOTE9.SEE SHEETS 384 FOR ILLUSTRATIONS: LEG 1/4"steel Ultracon Concrete(min.2.85ks) 1° 1)USE ONLY SUBSTRATE-APPROPRIATEANCHORSLISTEDONTA13LES C Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/42&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o0 0 IF 1l4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4" ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-112" 1314" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PEP,TABLE 2, THIS SHEET,ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE 1/4"steel Cretetiex ' Concrete(min.3.35 ksi) 2-1/2" 1314" 1 0 3 p CONSIDERED 1X INSTALLATIONS.1XWOOD BUCKS ARE OPTIONAL IF Ungrouted CMU,(ASTM C-90) 2-112" 1-114" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED 114"steel CratefleK J•CHANNEL INTEGRAL P.T.Southern Pine(SG=0.55) 1° 1.318" AS 2XARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) FIN 114"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1.318" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE PTSoutham Pine SG=0.55 1" 1-14 g" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE . . 114"steel Aggre-Gator 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 oo TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Min.Edge Min. 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. - laullding Code Group Anchor Substrate Distance Embedment NOA-Mo. 17.0411.08 I- E 2-1/2'X.131"Common Nail P.T.Southern Pine(SG=0.55) 318" 2-7/16" rr/7r Revised BY: gate: R.Ivlon: Expiration Date 09/24/2020 2-1/2"Pingahank Roofing Ne11 P.T.Southam Pine(SG=0.55) 3/B" 2-7/16• `` �0�1Y LYNIy�/'�.' JR 03/27/17 NOCHANGFSTHIS SIiEEf. By 4 I,\GENS; d P.T.Southam Pine(SG=0.55) 112^ 1-3/B' :- C••.,��:� 1�ff Rwfced 0y: Date: Ravlaron: MiamrD�o Product Central #10 Trusahead SMS ;p Aluminum,8083-75' 3/8° 0.050" fJo.58705 (steel,183 S.S. Down Dy:. or 410 S.S.) Steel Stud,Gr.33" 318" 0.0451'(18 Ga.) : 1k= oaearrpuam. F Steel,A38` 316" o.osD" 1•I 3 �_ - GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF3 : 1070 TECHNOLOGY DRIVE Date.- #12tiMS P.T.SouthemPine(SG=0.55) 9116' 1.318' THREADS OT'.•• ST EOR ��� N.VENICE, Jt/e: (steel,13-8 S.S. AIIaTlinum,6063-T5' 318' 0.063" METAL THE ��s',F(ORtOP,.•' �C��: (841]I41MI60o HORIZONTAL ROLLER-LM 05/15/15 or 410 S.S.) Steel Stud,Gr.33` 318" 0.050" SUBSTRATE. '�•,5'/ONAL E�G�`, CO�o LLPm1�POTUM T eKINC• sertae Steel,A35" 3/8° 0.050" ?J Lyp1N MIOL P.E /ModoL Sco/o: Sheet• growing No. Rev. P.EH 56706 CERT.OFAUTH.#29296 HR-5510 NTS 20 18 OM-i'83' B 3 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 _ TYP.ANCHOR TYPE, - INSTALLATION21 OROOR 23 ANCHOREDTHROUGHFRAMEANDIY. INSTALLATION EMBEDMENT AND EDGE OPTION 4 SUCKSTRIP INTO CONCRETE(CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHOPTION OUCH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6 8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. TYPICAL FORALL FRAME INTO 2X WOOD FRAME INTO METAL "XO"OR"OX"SASH I!4"MAXSHIM EMBEDMENT FRAME OR SUKSTRIP. MAM—r— I-+- 1/4"MAX.SHIM 19 16 30 16 29 —7- SEE NOTE 2,SHEET2 -� I 13 2B 1` BEDMENT 20 4U OPERABLE 43 EDGE FLANGE #100 S(G5),SEE SASH o (� DISTANCE FRAME SMS(HE SEE 37-39LL TABLE 2,SHEET 2. I 2 28 I TYP.ANCHOR TYPE, �1/4•MAX SHIM 41 o o ,v 2 �❑❑ ❑ FLED 9 - EMBEDMENT AND 1g LITE VISIBLE SUBSTRAEDGE E,SDISTANCE PER ' ❑� WfDTH a❑ SUBSTRATE,SEE p TABLE 2,SHEET 2. 72 II ; a U Oo�� DARE APPROVED MULLION, 29 FBCCOMPMING VISIBLE I 42 EXTERIOR ALUMINUM/STEEL FRAMING FLANGE LIGHT Wt➢TH III���- •� ' OR uTEEL STUD.MAY BE FRAME 72 14 _f� 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 0 26 `J LEG (1)AT MID-SPAN OF INTERLOCK FIXED SEE SHEETS 6-8 TYPICAL FOR ALL FRAME 43 (1)3-12"FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, ( ) AND HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL SHOWN SASH ST LES/R)LS CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A(OX) 22 oRO BUCK 28 30 .1G 19 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXTERIOR T 43 OPERABLE 40 FORALL°XOX"SASH } OPERABLE Q 20 o OPERABLE 43Q SASH SASH' SASH VISIBLE r�I -_ 37-39 _ 21 OR 22 OR 23 LIGHT II �� I� ❑ , (SEE SHEETS 6.8) HEIGHT Da I II 28 II B �j- TYPICALFOR 41 f - ALL SASH- J_ 18 I FIXED LITE 0 vtsleLE 86 VISIBLE I - o o -►� . 45 47 LIGHT WIDTH T¢ = f` LIGHT WIDTH 43 =_� 81 29 FLANGE FRAME o o I O WEEP OPT. 2g 15 SHOWN 87 85 C = -JL' NOTCHES 3!4"X114" 80 �0 VISIELE I _` 42 EXTERIOR 0 ! 1.114"X1/4° 34 2 25 OR 26 ���"II LIGHT WIDTH TTT� 72 14 4 (� 4 (SEE SHEETS 6-8)TYPICAL FOR rUl ALL"XOX"FIXED MEETING RAIL 1/4"MAX r^ SHIM -- BUCK WIDTH EQUAL-LEG PRODUCT REVISED with the FloridaHORIZONTAL SECTION E-E(XOX) as complying with the Fl FRAME 13VA-Ho Code EQUALLEG o INN LLATIONAS PER SECTION A-A ABOVE SHOWN FRAME SHOWN .'.. •.•�: a• } } 1111!111{ td®A-No. 1'P-041'0.08 i :..'• I 1 ```���QN�( NN A�i��i Revised By: Dots ReWslon: Expiration D e 0 J24/2020 EMBEDMENT '� �DEry ."�/( �� JR 03/27/17 NO CHANGES THIS SHEEr. INSTALLATIONOPTION $\' L1 SF R.,4-d By: DoW Revisfon: rdla 17 a Product Gontroi ANCHORED THROUGH No.58705 1 FRAME DIRECTLY INTO ~" EDGE _-D �7 * ®• peoedPllon: Doren Dy: CONCRETEfCMU. D STANCE VISIBLE LIGHT FORMULAS '� j31 I� FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, �� •'., STATE F =•�� 1070 TECHNOLOGY DRIVE I EMBEDMENT AND EDGE VERTICAL' (EQUAL-LITE,XO&OX) �� •.,R(ORIDP,. N.VENICE,FL 34275 Tf1Q1 Doter DISTANCE PER SUBSTRATE, tS \ [ SEE TABI.E 2,SHEET 2. SECTION B-B HEI WIDTH: BUCK 7-111" �'�AS�ONAL ENG`` ((941l413To20n PCd fIVDVSTfUE3,DtC, HORIZONTAL ROLLER-LM 05/15/15 7r/fill 1111 ALL GHrn RESEavEo Sedee/Modolr stole: SheeF. Drowfng No. Rev: A.LYNNMILLER P.E. CERT.OF AUTH.(/29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 B P.EO 68705 I - i f INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X 21 OR 2@2 FRAME OR BUCKSTRIP.SEE OR 23 WOOD F OPTION 7 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE iNSTAUATION NOTES SHEET2 1 (SEE SHEETS&8) NOTE 2,SHEET2 ANCHOREDTHROLIGH INTO METAL(INTEGRAL I TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �— EMBEDMENT FINIFLANGE REMOVED) 'XO"OR'OX'SASH WOOD FRAME OR SUCK- — --1 16 29 UI STRIP.SEE NOTE 2, EDGE 1/4'MAX.SHIM 19 16 n-30 SHEET2. DISTANCE 13 — EDGE ­ .- �_& 20 40 OPERABLE 43 DISTANCE J-CHANNEL EE��- ) #10OR#12STEEL 37-39 D SASH FRAME SHOWN sms(G5),SEE E 28 TYRANCHORTYPE, L-jr 11 Iml-JL.� TASLE2,SHEET2. EMBEDMENTAND E1/4'MAX SHIM FIXED 41 EDGE DISTANCE PER LITE VISIBLE SUBSTRATE„SEE TYP.ANCHOR TYPE, FIN ANDIOR TABLE2,SHEET2. EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH DISTANCE PER SUBSTRATE- REMOVED IN-FIELD (SCREW SHOWN} (72)— SEE TABLE 3,SHEET 2. FIN JJ FRAME 13 SHOWN DADE APPROVED MULLION, L 42 EXTERIOR 29 FSCCOMPLIANT IG;kTWIDTH 14 3 RAMING OR 26 ALUMINUMISTESL F 24 OR 25 OR OR STEEL STUD.MAYBE 8 VISIBLE FIXED VERTICAL OR HORIZONTAL. E SHEETS&8)TYPICAL FOR LIGHT LITE SEE SUBSTRATE PROPERTIES, `XO"OR"OX"FLXED MEETING RAIL INSTALLATION HEIGHT TABLES 2&3,SHEET Z BUCK WIDTH 22)011('�)3 OPTION 8 HORIZONTAL SECTION C-C(OX) • (S E SHEETS 75) ANCHORED THROUGH 29 L16 TYPICAL FOR FIN INTO METAL 30 To ALL 11), (FLANGE MAY BE REMOVEP) EXTERIOR OPERABLE 20 OPERABLE 43 SASH SUCK 40 SASH #10011912STEEL ME SASH SMS GS).SEE 1�3 visfal r 0 I OR 22 OR 23 LIGHT OPERABLE i TABLE 2,SHEET2. @) HSIGHT SASH 01 28 0 (SEE SHEETS") IBJ c TYPICAL FOR FIXED ALL SASH- 16 LITE VISIBLE 86 45 47 HO 01 FIN a �� o oM1� o WEEP FRAME NOTCHES 29 SHOWN 0 VISIBLEiii42 C= EXTERIOR 314"X 114° Z OR LIGHTWIDTH 72 14 tI J-CHANNFL 1-114"X 114' 3 (SEE SHEETS") PICALIFOR FRAME ni6 ALL'XOX7 FIXED MEETING RAIL SHOWN 33 SUCK WIDTH PRODUCT REVISED -",—fj3 F 114'MAX HORIZONTAL SECTION C-C(XOX) as complying with tho Florida SHIM (1)ATMID-SPANOF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Building cod.IT-0411.0B FIN FRAME 43 (1)3-112'FROM EACH SASH NOA"-N . z SHOWN CORNER AND(1)AT CENTER OF fiftimed Bir to. limialon: Expiration Pat"91241202.0 L TYP.ANCIiJOR TYPE, SASH STILESIRAILZI JR Ok7l`17 140 CHANGES THIS SHEET. Illy— EMBEDMENTAND fill-ad-�W-di.-�.-nlm EDGE DISTANCE RW..d 6�1 D ReWelm. EDGE DISTANCE PER SUBSTRATE.SEE SEE No.58705 TABLE3.SHEET2. -1 EMBEDMENT D—ripu—, Drunn W. VISIBLE LIGHT FORMULAS J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) E F. 1070 TECHNOLOGY DRIVE Title! D ALWIDTH/2-4.114• X VENICE,FL 34275 ANCHORED THROUGH INTEGRAL FIN SECTION ION D-D WIDTH:SUCK (94"BN1600 HORIZONTAL ROLLER-LM 5/15115 INTO 2X WOOD FRAME OR SUCK. HEIGHT.BUCK HEIGHT-7-114' COPYFWHT0201TPGT INDUGMES,W_ Sorfes/VodeP Rm STRIP.SEE NOTE 2,SHEET 2. fill I I I ALL RIG HTSEM-0mo N.' N N JULE P.E.P.E, -01 B L A. P.Sii CrRT.OFAUTH.#29296 HR-5,510 15'N"TwS ja4 OF 18 1"MD-HR6510 I SILICONE STRUCTURAL �{ 718"NOM. I+- -al 718'NOM. I•�- -�{ 718"NOM. I•+- 710"NOM. ! POLYISOBUTYLENE V4"NOM. I I I I I I ! WITH DESICCANT EXT,GLASS 7s KODISPACE 5116"A/A PVB 5116"A/A PVB 5H6"A/A PVB 5116"A/A PVB KO TPS 7/16"AIR SPACE 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 1!8"A GLASS--\ 1/8"T GLASS 3116"A_GLASS 3116"_T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR I lNT.GLASS 7G79 7G79 7679 7G79 � , - HOT-MELT BUM srRUCTURAL ICONE GLASS TYPE 6 •GLASS TYPE 7 GLASS TYPE 8 I SILICONE GLASS TYPE 5 FOAM WITH WITH ' DESICCANT SUPER ---{ 718"NOM. 718"NOM. -�{ 718"NOM. I+--• 7/8"NOM. B9.GLASS 77 SPACERUNXT7m I I 5116"H/H SG 5116"H/H SG 5/16"H/H SG 7116"A/A SG •7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5116"AIR SPACE j INT.GLASS. 118"T GLASS 3/167A GLASS 3/16"T GLASS 118"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR - ALUMINUM { REINFORCEMENT (E9_ 76-79 7679 76.79 5116'NOM. I BUTYLa i DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 EXT.GLASS AM DURASEALO - I 78 SPACER 1/2°NOM.GLASS �I 718'NOM.. 718.NOM, 78-79 BITE TYP. VL INT.GLASS 72 Q 74 7/16"A/A SG 7116"A/A SG EXTERIOR GLASS TYPES 5,7,11&15 i 114"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE ® HVHZABOVE 30'. POLYISO- PINT. NT FILL AREA 28 .3/16"A GLASS 3116"T GLASS. BUTYL NE5/16"NOM. 29 75 c]EXTERIOR a EXTERIOR GLASS TYPES'-'2&14-16 SEALLICONE SEAL 29 MAY NOT BE USED WITH ROLL-FORMED 3-CHANNEL OR INTEGRAL STAINLESS STEE 70-7& 7o-79 *FIN FRAMES 7*+ BxR®®ULT P&Ei70:xE® �- XL EDGE 33 EXT.GLASS7e SPACER ❑� GLASS TYPE 15 GLASS TYPE 16 e5.i1a 9°�oa with the Florida I n u HDA-Nm. 17-0411.03 NA, Lir )) Revised By: note: ReW.W: Expiration Date 0912412020 • ;• •a- - \\\,rc,,'!..,kv'�i°�, JR 03�27�17 NO CHANGES THIS SHEE. GLASS "• • �,.=•4%CEN@F••,4 i 6y - TYP.GLAZING DETAIL Q: ,e� RaWeed Ry: Ogle. RM.fon: Mlamf-07Product Conten *7 No.58705 / "A'=ANNEALED - _ ® 0—fpp-,. Groan By. Partdi Deserip8on Matedul "H"=HEAT STRENGTHENED A. rr= GLAZING DETAILS J ROSOWSKI 4 "r=TEMPERED �� G�It►,.,.5 1 M 76 Komm cling ASG TPS Spacer System Tv 1070 PVB BY KURARAY AMERICA,INC. %�.�. ""= C[i�� 1070 TECHNOLOGY DRNE .moo, 0eto: I 77 Ouenex Super Spacer nXrwith Hot Melt Butyl See this ^SG°=.090"SENTRYGLASS INTERLAYER BY KUR4RAY �i '•:e�ORIDP,.••�2\ N.VENICE,FL 34275 - 7e Ovenex Dumseel Spacer Sheat tar AMERICA,INC. �i7sS'/0"•" NG\\� (sat}afio t000. HORIZONTAL ROLLER WINDOW-LM 05/15/15 Metedels )) �1A1'11 \� corrwoHromtrrorlNouamlewma 79 Cardinal X Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LVNN I�LER`P E, m.lns nEs �o $°^eB/AfodeL• seole: Shoe@ Omnfng No. Rer. REFERENCE TEST REPORTS:FiL-8717,8968&8970 SHEET2. P.E.R6B705 CERT.OFAl1TH,NZ929ti HR-5510 NTS 5 OF 18 MD-HR5510-01 B i 1 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reinf. Design PMssule Anchor Ouentty TABLE 6: TABLE 7: S1" t Wimh Heigh Type Leg Glass Types Design Pressure(lbsift2) Glass Typos Design Pressure(lbse) l 8 17 9 5-8 forXOorOXUfindows 5-8 forXOorOXWindows 54" 2 7 6 18 9 Rcinf.Level Rt All Buck Heights up to 54" Reinf.Level R2 All Buck Heights up to 54' m 7S 63" 5.8 3 8 7 19 18 or 83" 4 11 8 21 11 All Buck Widths All Buck Widths +65/-70 OX 7Z' 6-8 4 10 8 20 10 up to 75' 't'S0/-50 up to 76" 75' 76" 10.12 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14-16 4 12 8 22 it 5-8 3 9 7 23 12 120" 63" _ 5&0 4 136 24 13 XOX 1&8 4 14 ll 251 14 63„ 10-12 1 4 15 8 28 15 O o 14-16 4 15 8 27 18 HEADER HEADER I --� t-"— 4°MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT �j5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH / IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL FRAME TYPES& FRAME TYPES& pp CONFIGURATIONS) O O 21 CONFIGURATONS) I) 2t t 4"MAX.O.C. r— —� ❑n SILL F 101 SILL a rJll a 4-ANCHOR o CLUSTER DETAIL SASH WIDTH SASH WIDTH lJ o o MEETING RAILO o o MEETING RAIL _ 24 021 21 0 21 21 0 i JAMB s-eg R _ 0 JAMB ExrFmmR f 73-LPLJNCHOR PRODUtyCT REVESEDSTER DETAIL s 0ulidmg tcaeWlth the Florida 4 NOTES: NOA-No. 17-0411.08 `{ 1)USE THESE TABLES FOR ALL WINDOWS 111111 t t/l Expiration Date 051/241202'0 INSTALLED THROUGH THE FRAME OR \� JVIV /l� Revised Dy: Datn Reviclorr P j INTEGRAL FIN. �����•••...... M/ 2+� JR 03/27/17 CORRECTEDTABLE S. B 8°MAY..O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND �y LICENSE••.�� Y 4*MIN.O.C. .� Mia Iia roduet Control BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Q'; •,•��� RoWced 8y: Dote: R.,Won: PER THE FIGURE. _,�.: N0.58705 3)FOR SIZES NOT SHOWN,ROUND UP TO THE = NEXT AVAILABLE WIDTH OR HEIGHT Drown W. DIMENSION SHOWN ON THE TABLE. Cs De-MpBan: 72-MCHOR 4)"1/4-12.1/4°AND°1/3-1/3.1/3°INDICATE THAT -p . S :� DESIGN PRESSURE TABLES J ROSOWSKI /.� !/ 1070 TECHNOLOGY DRIVETHOSE STANDARD SASH CONFIGURATIONS Date:STER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE �ii�ls•'•F�ORI . G�C;�� N.VENICE,FL 34275 �Uer ADJACENT COLUMN.°CUSTOM"INDICATES �•, /p" •EN\\� (941}480-lsoo HORIZONTAL ROLLER-LM 05/15/15 t: Rov. THAT NO STANDARD SASH CONFIOURATIONS //1 NAL 1\\ CepyRIORTC2417POTRNUSfRIE9,IRC. FALL W17HIN THE RANGE. 11 t I I 1111 ALL RIGHIB aE9BiVFv series ModeE S=WNo. AL PE.#7ERR.P.E. CERT.OFAUTH.M296 HR-5510 NTS IShee6 OF 18 MD-HR5510-01Drowfng B E i TABLE 8: Gtoas Typos Design Pressure(Ibs1e) 5-6 for XO or 4X 4Yndows Rolnt Level R3 AA Buck HelgMe up to 63' C3 AII6uer,Widths +50/-50 HEADER q to 75 g SEE TABLE 19 FOR ANCHORAGE Q TASLE9: Was.Types 22 Sash Sash Design Pressure(IbsKe)for XOX p p 5 B II iI Rt of Le�zi CdMi9uration gdth ndo Range(n) Wlndaw Suck kM Hdghl SASH R3 46" s" Gi' HEIGHT 35-114" %-Y,-Y. 11.391-11.391 +50.0 50.0 +50.0 50.0 +50.0 1 .50.0 12.306-12306 +50,0 50.0 +50.0 50.0 +50.0 50.0 O 22 45.118" Y4-%-Y4 11.391-13.397 +50.0 -54.0 +50.0 50.0 +510 50.0 -/a'-/ 13.398-14,663 +50.0 -50,0 +50.0 54.4 +50.0 50.0 47.314" Y y->l 11.391-12297 +60.4 -50.0 +50.0 -54.0 +50,6 -50.0 12290-15.558 +54.0 •500 +60.0 -50.0 +50,0 +.50.0 1l EXiEn10R SILL Custom 11.391-12016 +5D.0 50.0 +50.0 -50.4 +50.0 50.0 G'7 rd 52-119' X-%-Y4 t2017-13.397 +50.0 50.0 +50.0 50,0 +5p.0 50.0 %-%-% 13.399-17.016 +50.0 -50.0 +50.0 50.0 +50.4 50.0 Custom 11.391-13.397 +60(1 •500 +50.0 50.0 +50.0 50.0 SASH WIDTH a 60" %%% 13.399-i5.300 +50.0 •50.0 +50.0 -50.0 +50.0 50.0 t $S K-% 115,361-19.641 +50.0 50.0 +60,0 50.0 +SD.0 500 Custom 11.391-13.397 +50.0 500 +50.0 -50.0 1+50.0 50.0 H MEETING RAIL 75 13.393-19.110 +50,0 500 +50.0 -50.0 +50.0 50.0 25 Y%-y 19.111-24.641 +50.0 50.0 +00.0 •60.0 +60,0 -50.0 Custom 18.380-19.397 +50.0 500 +50.0 .50.0 +49„1• 49.1' 22 22 0 96" 19,300-24.360 +R,-G 50.0 +50.0 50.0 +50.0 50.0 JAMB actwtog Custom 24.301-30.360 +50.0 1 -50.0 +50.0 500 +50,0 SOA t 0 'V1 120' Y4=f_y -30.350 +93.0 I 30.0 +50.0 50.4 +49.t• 49.1' _ e '+50150 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE-M N00W WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT ftlr6S2yD IN FIGURES APPLY TO ALLFRAME TYPES& Sas Codewith the FloridaF CONFIGURATIONS) NoA-No. '(T��d'S't•�� 1.111{i It(I/" -.- - --- • ., RerTsedOr Dam: � n ExplratlonDate 0912412020 �tCENSF'•�i����� JR 03/27/17 NO CHANGES THIS SHEEP. 13 1 Q R°vtsod 8y: out. ReNs(on: Imam Dad indust Control No.68705 I . �'0 rte`- - ® oesuiptianr Dram Ar NOTES:: =�`•.• ?� '-'; � DESIGN PRESSURE TABLES J ROSOWSKI i 1 USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR IN FIN. i T <f/'� 1070 TECHNOLOGY DRIVE 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE i�r�L`� ^F��RtDA,"•' `C>>� N VENICE,FL34270 AOa: Pat°' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i�I npI� rNG\\� (941}.480.16110 HORIZONTAL ROLLER-LM 05/15/15 4)'114-112-114'AND'113-113.113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLwrrHIN THE SASH WIDTH '11rO'7ALlj�`` cCavwGHro29t7 rai,NwsmIE.3,irtc. p0.-mcHrnacatnvEo Serias/A'.adrt: Sink• sheet- Orontng No. Rin: RANGE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. CERT.OF A!lL71.429296HR 5510 NTS 7 OF 18 MD-HR5510-01 B THE RANGE. P.EM50705 I t i TABLE 11: TABLE 12 TABLE 13: Glass Type Design Pressure(lballe)for Glass Types Design Pressure(Ibs/fe)for Glass Types 5-B 10.12&14.16 6&6 Sash Sash Des Pressure(Ibsel for XOX Windows ' TABLE 10; XO Or OX Windows XO or OX Windows Width Baht Level Ocnigursuarl Window Buck F41gm Glass Types Design Pressure(Ibsl(t2) Reinf,Level Window Buck Heigh/ ReinF.Level Window Bulli Haight R4 Range M) 6-0 R4 48' 54- a, R4 54" 63' 75• 36' 48' S4^ 63• for XO or OX 7llrmdOWS 25-11T +650 -70.0 +65.0 -70.0 +65.0 -70.0 25112" +65.0 -110.0 +�.D -110.0 +65.0 -110.0 Custom 11.381-11397 +65.0 -70.o +e&o -70.0 +65.11 •70.0 +65.0 •65.3 plaint,Level R4 AO Suck Heights up to 72• r t 60"• Y-%y4 13.398-15.380 +65.0 •70.0 +65.0 -70.0 +65.0 -70.0 +6-F.0 •70.0 �15 287 +650 -70.0 +65.0 -70.6 +65.0 •700 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 All up to Widths ,� 36" +650 -70.0 +65.0 -70.0 +85.0 -700 u 36'- +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 - -%-'/a 15.361-19.&11 +65.0 70.0 +85.0 70.0 +65.0 70.0 +65.0 •70.0 up l0 75• +501-50 5 Cuslam 11.291-13.397 +85.0 •70.0 +65.0 439.6 +63.3 -63.3 +53.2 -53.2 42" +650 -70.0 +65.0 -70.0 +65.0 •70.0 m' 42" +650 -110.0 +65.0 -110.0 +65.0 •110.0 SEE TABLE 20 FOR ANCHORAGE 46" +650 -10.0' +65.0 -70.0 +65.0 -70.0 48"' +65.D -110.0 +65-0 -110.0 +65.0 -110.0 ' 75• Y-y% 11398-19.110 +65.0 -70.0 +65.0 70.0 +65.0 -665 +56.2 16.2 60' +850 ?0.0 +05.0 •70.0 +65,0 •70.0 60" +65.0 -110,0 +65.0 -110.0 +85.0 A3.9 z �-�"� 10.111-24.641 +65.0 -70.0 +65.0 •70.0 +05.0 -70.0 +65.0 56A 75• +650 -70.0 +65.0 -70.0 +64.3' 14.3' 75" +65.0 -110.0 +65.0 -103.5 +65,0 -800 Custom 18.360-24.397 +65.0 -70.0 +59.9 •60.9 +55.5 15.5 +49.1 •49.1 �i 90 %_y_y 19.398-7A.360 +65,0 1-70.0 +62.1 12.1 +58,0 58.0 +509 -50.3 •+65)-70 FOR GLASS TYPES 6.8 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 2I FOR ANCHORAGE Cusfont 24.361-30.360 +65.0 -70.0 +65,0 -70.0 +05.0 b7.3 *57.0 -57.0 TABLE 16: p 120" Y y_Y -30.360 +65.0 -70.0 1+59.8 1 18.9 1+55.5 1 55.5 1+49.1 791 Glass Apes Design Pressure(Ibs[e)forXOX WINDOW WIDTH-5928 SEE TABLE 24 FOR ANCHORAGE 10.12 Sash HEADER •'MIN.SASH SIZE= WindOW6 TABLE 14: 2 Relrtf.Level Comiguratlon Ram Width Window Buck Haight Glass Types R4 48• 54• 1• 7&8 inIg-ion sash Design Pressure(lbs/li)forXOX Windows lion Width Custom 11.391-18.397 +85.0 -110.0 +65,0 -110.0 +65.0 -110,0 O V ReIM.LevelRange On) Wrtdow Buck H.Iaht &D• y-y-Y+ 13.396-15.360 +65,0 -110.0 +85.0 -110.0 +65.0 •110.0 R4 33c 48• W 63' Y y'/ 15.301-19.841 +65.0 -110.0 +65.0 -110.D +65.0 -110.0 23 m 11.391-11397 +65,0 -70.0 +65.0 -70,0 +65.0 -70.0 +65.0 70.0 s Custom 11.301.13.397 +65.0 -110.0 +65.0 •110.0 +85.0 -110.0 60" % 13.390-1&310 +65,0 -70,0 +66.0 -70,0 +65.0 70.0 +65.0 -70.0 SASH TS" %_�_� 13.398-19.110 +85.0 -110.0 *85.0 -110.0 +65.0 -710.0 S fe 15.3111.19.641 +65.0 -70.0 +65,0 -70.0 +rS.O -70.0 +65.0 -70.0 HEIGHT m 11.391•13.397 +65.0 70,0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 �Y. 19.111-24.641 466.0 -110.0 +65.0 -110,0 +65.0 -110.0 m Custom 17.641-19.397 +65.0 -110.0 +S&D -110.0 +65,0• -704.6• 0 TS" % 13.396-19.110 +65.0 70,11 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 6 fl6, r 23 Ya 18,771-24.647 +65,0 -70.0 +06.0 -70.0 +85.0 -70.0 +65.0 -70.0 v Y.-Y.-y' 19.398-24.360 +65.0 -110.0 +65.0 -110.0 +05.0' •109.5• p S Custom 24.381-31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -710.0 -g m 1&360-19.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.o tissz -Gr2• O 7 99• +� 19.390_2a360 +65.0 -70.0 +95.0 -70.0 +65.11 -7 0 +85.0• 18.0`29.641-32515 +85.0 -110.0 +05.0 -110.0 +65.0' -104.6• m 24.361-30.360 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 •-70.032.b16-39.647 +B6.o -110.0 +65.0 -110.0 +65.0 .110.0 .140• Custom •• -39.647 +85.0 -110.0 +65.0 -110.0 +65.0' -104.6' ��1MSILL77A• -30.360 +65.0 -70.0 +65.0 -70.0 +65.0 _70.0 +G5.0• -67.2' ter' "+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE •+65/'110 FOR GLASS TYPES 11R12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.26 WINDOW WIDTH 60.72 c3 "'MIN.SASH SIZE= MIN.SASH SIZE= TABLE 16: Glass Type. Sash Design Pressure(Ibslft2)for XOX SASH WIDTH - 14-IS Saoh Windows SEGTiON DETAIL Configuration Width e o ReinL Istel Range(In) Window Buck Height MEETING RAIL FOR WINDOWS WITH R4 48' -54- 1 63^ 0 LEVEL R4 REINFORCEMENT Custom 11.397-13.397 +85.0 -110.0 +850 -110.0 +d5.0 -Si0.0 26 {REINFORCEMENTS SHOWN 60• V17.641 15.360 +65,0 -110.0 +65.0 -110.0 +65.0 -110.0 023' o IN FIGURES APPLY TO ALL y-y s 19.641 +65.0 •110.0 +65,0 -110.0 +65.0 -110.0 FRAMETYPES& JAMB EXIT I R CONFIGURATIONS) GLASS TYPES 10-12&14-15 Custom 13.397 +65.0 -110.0 +95.0 -110.0 +65.0 -108.3 �� o MAY NOT BE USED WITH PRODUCT REVISED 77 %YIJ 19.110 +65.0 -110.0 .65.0 -110.0 +65.0 -1020 o J-CHANNEL OR INTEGRAL as complying With the Florida `/3_'/s% 24.641 +65.0 -110.0 +65.0 -110.0 +65A -1028 S FIN FRAMES NOA-NBurldino. 17-0411.06 g Collo m Custom' 19.397 +65.0 -110.0 +65.0 -110.0 +65.0 -97.4 111 I i/rt 11 7Ren.ed Dole: Rovislon: O:xpimtlon not 050/24/202® /-'/;-/ -24.380 +e5.0 -710.0 +B5.D -110.0 +65,0 -820 �1�) NY LY Custom 24.361-31.841' +65.0 -710.0 +85.0 -110.0 +65.0 58.4 C�•' ""NN21/ � JR 03/27/17 NocxAHcssmissxsEr. By C1�••• 1aC�S6 •' minrn-0 a Product Control 320' -X_y 29'647"32.515 +65.0 1110.0 +65.0 -709.8 +65.0 54.3 - Q';' ',tRavlaod By. Dote: Revlefoa: %-Y.-Y. 32.510-39.641 +85.0.1-110.0 +65.0 -105.0 +66,0 410.8 :' No.58705 740" Custom -39.641 +85.0 -110.0 +65.0 •105.0 +65.0 50.0 - - •• +SEE TABLE 27 FOR ANCHORAGE •„ - ® Descrfptloo: Drawn BY° ' 3I a= DESIGN PRESSURE TABLES J ROSOWSKI �� ; NOTES: - �O�•., STA 0 (V 1070TECHNOLOGYDRNE 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE, i1(C1 '•, <O E IF N.VENICE,FL 34275 Title:- Do5 3)FFORSIZE6 NOTIONS ARE BUCK WIDTH AND S OWN,ROUND UP TO THE NUEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE /��iS�O1NAt ENG�` (00IRMNoBrare2D7 Par MD s,wa HORIZONTAL ROLLER-LM 05/15/15 4)'114-1/2.1/4•AND"1/3.1/3-113"INDICATE THAT THOSE STANDARDSASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE , A.LYNI✓Itnh.���P.E ALL RIGW&R�xy® SerlwlModal: Sella: Shoat: Drvwlnq Ro. Rog - 3) THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p.EN 50705 CERT.OFAU1n x29298. HR-5510 NTS 8 OF 18 MD-HR5510-01 B - I -TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-6 Sash Spacing for"Integral- Group E Grcup F 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Width �, a a a a Fin"installation 3.8" 4" Reinf.Level {in) Head E Head Head E Head E Head E Head E Head Head E &Sltl O $Sill ' &Sill ; &5111 &Sill ; &SIII S; $Sill , $Sill 0 R1 Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED 25112" 12.147 1+C2+1 2 1+C2+1 3 1+CZ+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ®u..m eo,4c ith @ho Florraa t 'FOR OX WINDOWS(XO SIMILAR): NOA-Nn. 17'-0417,os 28" 13.397 1+C2+1 2 1+C2+i 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 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 r3 1+C2+1 3 1+C2+1. 3 PER JAMB Ill mato D9/24l2DT.® � 42" 20.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 2+C3+2 3 By —� m HEAD AND SILL ANCHOR QUANTITY: Miami-22 e Produontml 0 46" 23-397 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 (2)ANCHORS ATTHE FIXED SECTION v +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH TOTAL OF ANCHORS AT THE HEAD AND 7ANCHORS AT THE SILL 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+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 QTY.TABLES. Anchor Group S Anchor Group D SEE ELEVATION,SHEET 1 25-112" 12.147 1+C2+1 2 1+C2+1 '3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 d U) rY m v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE CLUSTER DETAILS,SHEET 6 38" 17.397 1+C2+i 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 312+C2+2 —� ul " t`p o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 SEE ELEVATION, rr o o 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 }+C2+1 3 SEE / D Y. / SHEET1 }n - a+°o 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 ELEVATION, O� aS SHEETI MEETING RAIL J co75" 36.597 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+23 2+C2+23 SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL Z m n— c ZUj'- ®� G TABLE 18: U U o .� FOR XOX WINDOWS: f-z T 0` w Glass Types Anchor Quantities for XO of Windows ANCHOR QUANTITY n Luc ca J 5-8 Sash PER JAMB o p ¢ r 30"Height 36"Heighl 48"Height 54`Height 30"Height 36"Height 48'Height 54"Height Z 8 !- Width Head n Head Head " Head Head -E Head o Head Head " HEAD AND SILL ANCHOR QUANTITY: O Ll IL Rein Level (i n) E E E E E E E E 1+C3+2+C3+1 4 $Sill &Sill $SIII �; $S:11 ; &Sill -10 &SIII &Sill $SII (1)ANCHOftgT7HESASH m R2 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 1aay5 AnchorGroupA AnchorGroupC +(2)ANCHORSATTHEFUCEDSEC710N ® m +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Q = 25112" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 +(1)ANCHORATTHESASH = a V, 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 TOTAL OF IO ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL < fy 7 al°°s x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o P SEE ELEVATION,SHEET 1 .E N LO m' 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+CZ+1 3 ~ CJ u7 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 i SEE ELEVATION,SHEET I U Q = S60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 38.897 2+C7+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 aflu .°tea"ar as TL SEEELEVATION, 1LYN ,'Anchor Group B AnchorGroup DSEE sHEEr /V 251/2" 12.147 1 @C2+1 2 1+C2+} 3 1+C2+1 3 1+C2+1 3 1+C2+t 2 1+C2+1 3 1+C2+1 3 1+C2+1 3ELEVATION.SHEETI SEE CLUSTER Z28" 13.397 1+C2+1 2 1+CL+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RADETAILS, 3 No.58705 u 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+CZ+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 7+C2+1 3 SHEETS r _ REPEAT ANCHOR PATTERN ATSILL .Q m' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+CZ+1 3 1+C2+1 3 '�` 91 i 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES; W` IAND BUCK HE NT SEE SHEETS 3.4). �iO�(L�'' 75" 36.97 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+02+2 3 2+C2+2 3 Spacing for"In egral- Gro poF SHEET8�6 8tS AS PERTHE FIGURES ON ���SS;ONIAL MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation T FOR SIZES NOT SHOWN,ROUND UP TO 4„ THE NSION SHOWN WIDTH OR HEIGHT A.LYNN MILLER P.E. COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. � DIMENSION SHOWN ON THE TABLE, P,E&68705 TABLE 19; GlassTypes Anchor Quantities for X8 or OX Windows Max.Anchor O.C. ' 5-8 Sash Spacing for"integral- 30"Height 36"Height Mr Height 54"Height 63"Height 30"Height 38"Height 48"Height 54"Height 63"Height Fin"Installation Width Head Head 'o Head Head Head n Head Head' Head Head R Head Relnf.Level On) &SillIII &Sitl m &Sill m &Sill m &Sill m &Sill 10 8 Sill E° 8 5111 &SIII E° &518 m Anchor Anchor R3 ' '� '� 'a Group E. Group F Anchor Group A Anchor Group C 3,6 4" PRODUCT REVISED 251/2" 12.147 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1�C2+S 4 8 Wilding codewlth the Florida = � 28" 13,397 1+02+1 2 1+C2+1 3 1+02+1 4 7+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 NOA No. 17-041'1.08 36" 17.397 1+C2+1 2 i+C2+i 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 ExpiratlonDato09/2412020 v Sy �- 42" 20.397 1+02+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 rcltamr Product control 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 4 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+i 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2. 4 2+C2+2 4' 2+C2+2 4 m ADDED NOTE TO ANCHOR SS OTY,TABLES.REMOVED il 97 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2' 4 2+C2+2 4 GLASS 5 FROM TABLE 20. Anchor Group 8 - Anchor Group D 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 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 (3 �� in 397 1+02+1 2 1+C2+1 3 1+02+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 9 U) '^ae 97 1+C2+1 2 1+02+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a s i O o m97 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+i 3 1+C2+i 4 1+C2+1 4 1+C2+1 4 tX �" 0 0 0 O a alno 97 1+C2+1 2 1+02+1 3 1+02+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 4 397 2+02+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 p a n a 897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O— Z� tLL. No D SEE TABLE 8 FOR DESIGN PRESSURE G TABLE 24: ILu ¢ Uj 8 Max.AnchorO.C. 0 -, ce Glass Types Anchor Quantities for XO or OX Windows Spacin gfor"Integral- 0 `r Q 6 8 Width 30Sash "Height 36"Height 48"Height 51"Height 63"Height 72"Height 30"Height 36"Heght 48"Height 54"Height o3"Height 7Z"Height Fin"Installati n <z 0 W LO In Head a Head 'O Head E Head " Head Head Head a Head £ Head Head Head Head Anchor Anchor � _, c Retnf.Level C l r f, &Sill &sill &Sill &Sul &S11 &Sill a Sill &Sill s; &Sill ; &SIII &SIII &Sill Group E Group F O 11145 Anchor Group A Anchor Group C 3.2" 4„ 0 � � � r0 R4V' 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 1+C2+1 a i+C2+1 3 1+C2+i 4 1+C2+1 4 1+02+1 5 1+C2+1 5 4513.397 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+62+1 3 1+C2+,1 4 1+C2+1 4 1+02+1 5 1+02+1 5 Y17,397 1+C2+1 2 1+02+1 3 1+C2+1. 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 6 o O O o m20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+03+1 5 1+C3+1 5 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+03+1 5 2O 29.397 2+C2+2 2 2+02+2 3 2+02+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 a 2+03+2 5 2+C4+2 5 NOTES: FRAME DIMENSIONS36.897 2+C2+2 121 2+C2+2 131 2+C3+2 141 2+C3+2 141 2+C4+2 51 2+C4+2 5 2+C2+2 121 2+C2+2 13, 2+C3+2 141 2+C3+2 141 2+C4+2 15 2+04+2 5 ARE BUCK WIDTH AND Anchor Group 8 Anchor Group D BUCKHEIGHT(SEE , lYNtlrr''r SHEETS 3.4.SASH SIZE IS {1 rr 2644 12.147 1+C2+1 2 i+C2+1 3 i+02+1 4 1+02+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+G2+1 5 AS PER THE FIGURES ON ti •+� 5 SHEETS G.S. 28" 13.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 i+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C2+1 38" 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+03+1 5 2}FOR StZES NOT Tk No.58705 SHOWN,ROUND UP TO ,n 42" 20.397 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5. THE NEXT AVAILA13LSQST f 48" 23.397 1+02+1 2 1+02+1 3 1+C2+i 4 1+03+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+02+1 3 1+C2+1' 4 1+C3+1 4 1+C3+1 5 i+C3+1 6 WIDTH OR HEIGHT �p arEt F -r, DIMENSION SHOWN ON ., •, 4d� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+03+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 51 2+C4+2 5 THE TABLE rid' '•F;ORtD?'.•' 75" 36.897 2+02+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+C4t2 5 3}SEESHEET9FORA rr��rsraNAi{�t �ty`,. .. SEETABLE 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.#58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C, Anchor 5,-8 Sash 30"Height 36"He!ghl 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 53"Height Spacing for"Integral- Gmup F Width Head E Head Head E Head Head Head E Head E Head E Head Head E Fin"Installation Reins.Level lin) 4" &sin ° &Sill &sill &sin &sin 1 &sin - &sin m &sill &S01 &sill► ; R4 PRODUCT iSEE/BSE® Anchor Group A Anchor Group C os cornplyIng with tho Florida B¢ilding Cade 25-1/2" 12.147 1+C2+1 2 1+C2+i 3 1+C2+1 4 1+C2+1 141 1+C2+1 4 NOA-11n. 17-0411.00 r 'g 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1..4 1+C2+1 41 1+C2+1 4 EAplrauonUate®9!24!202® 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+7 4 raiami-0ad roaua ontra a 48" 23.397 1+C2+1. 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 T 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 ;ADDEDNOTETOANcrioR ' TY.TABLES. 75" MEW 2+C2+2'121 2+C2+2 131 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D _ 25412" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 - 0 m v 28" 13.397 11+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 i+C2+1 4 w r nr s 36" 17.397 1+02+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 > N p CO 0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 .4 1+02+1 4 1+02+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 p W W°a � In c 48" 23.3971+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+(32+1 4 1+C2+1 4 N -o 60 29.397. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 g m Fa = $ 75" 36.897 2+C2+2 2 2+C2+2 3Cl 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 N� U OJo " SEE TABLE 11 FOR DESIGN PRESSURE U U 0 TABLE 22: LU Z-0 rr ¢ W '°N F- J oma Glass Types Anchor Quantities for XO or OX Windows 0-GLASS 1al6sMAY >: 10-12&14-16 NOT BE USED z° O Width 30"Height 36"Height 48"Height 54'Height 63'Height 76"Height 30"Height 36"Height 48°Heigh[ 54"Height 63"Height 76"Height WITH J-CHANNEL U W OW In Head E Head a Head £ Head E Head E Head F�F Head E Head E Head E Head Head Head PRAMESGRALFIN J Relni.Level m m m m c3 m m m m m f- •-• R4 &Sill &Sill &Still ' &Siil &Sill &Sill ' &Sill &Sill &Sill &Sill &sill &SIII ° Z i==vs Anchor Group A Anchor Group C Q to 25-112° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 € 0 v 28" 13.397 - 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+03+1 '5 1+C3+1 5 Q LL Zai°'g 36' 17,397 1+CP+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 o g N v 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 U11 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 0O Q `2 X S 60" 29.397 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 anu Baa sa," NOTES: 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME DIMENSIONS tt Anchor Group B AnchorGroup D BARE SUCK WIDTH HED \11%1"dNY LYNN 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+7 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 6 'SHEETS 3-4).8ASH SIZE IS AS PER THE FIGURES ON 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 141 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 21 1+C2+.1 31 1+C2+1 4 1+C2+1 41 1+C3+1 51 1+C3+1 51 SHEETS 6-8. _*: No.58705 ..x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 .1+C3+1 5 1+C4+1 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 i+C4+1 5 2)FOR SIZES NOT O 42" 20,397 1+C2+1 2 1*C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN, TO ROUND UP f m THE NEXT AVAILABLE �0 • �,: •�\ 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 •1+C4+1 5 WIDTH OR HEIGHTDIMENSFtoRiDP,. 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THETAIONSHOWNON %�iS ••....• 75° 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C 3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 TME TABLE. 3)SEE SHEET 8 FOR A MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E.TABLES. I P.F-#58705 • i_ TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE fv1AX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows . 5"8 Sash Zr Molgbt 30"Hoight 38"Haig2tt 48"Haight 54"Height 83'Height 1 24 Hoight 30 Hdgfit 38"Haight 48 Height 11 54"Heigh 1 63-Height Sash Nhdth Configuration a a a a a <' •E Roini izEnge¢n) ttcad&Silt ' Head&SOf Mead&S's0 Head&S8E head&Sin ' Head&Slit ' Head&S91 Head 8 Sinjgj t+aad&SiA Hood&5411 Hoed&Sig Head&Siit R3 Anchor Croup A Anchor Group C PSi1)DtdGn 6-Ith Ed9 11.391-11.391 1+C2+0+C2+1 2 i+C2+O+C2+1 2 i+C2+0+02+1 3 1+02+#C2+1 4 1+02+O+C2+1 4 1+02+#C2+1 4 1+C2+#C2+1 2 t+C2t#02+1 2 1*0210102+1 3 1+C2tOtC2+7 4 1+02+0+C2+1 4 1+C2+p+C2+1 4 as comPiyyingg wlth tho FloAda Culldln3 Codo 3S" Y,-Y,-14 12,368'-12308 1+02+OtC2+1 2 1+C2+#C2+1 2 1+C2+#C2+1 3 1+C2+#C2+1 4 1+C2+0+C2+1 4 2+02+0+C2+1 4 1+C2+#C2+1 2 1+C240+C2+1 2 1+C2+#C2+1 3 1+C2+#C2+1 4 1+C2+0+C2+1 4 1+C2+#C2+1 41 N8A-No. '�'r-G$'��•Q� - - % 11.391-13.397 1+C2+O+(2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+t 4 1+C2+O+C2+1 4 1+C2+0+CZ+1 2 I*C2t0+C2+1 2 t+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+D+C2+1 4 Expiration oate 09124/2020 45.1!8' _ -}i-% 13,398-!4.683 1+C2+D+C2+1 2 i+C2+0+C2+i 2 i+C2+OtC2+1 3 1+02+0102+1 4 1+C2tOtC2+1 4 1+C2+O+C2+1 4 1+02+0+02+!2 1+C2+#C2+1 2 1+C2+O+C2+7 3 1+02+0+02+1 4 1+CZ+p+02+1 4 1+C2+0#02+1 A BY 47314° 11.391-12297 I+CZ+4+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+i d 1+CZ+1+C2+1 4 I+C2+1+t2+1 4 1102+1+02+1 2 1+C2+t+C2ri 2 i+C2+S+C2+t 3 S+C2+1+02+1 4 t+G2+i+C2+1 4 1+C2+I+G2+1 4 Mtam ad¢ ra u�t Conerot 12298-15.558 1+02+6+02+1 2 t+C2+#02+1 2 1+C2+#C2t1 3 1+C2+#C2+1 4 1+C2+#C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 7+C2+O+C2+1 2 1+02+#02+1 3 i+C2+0+C2+i 4 1+C2+0+C2+1 4 t+C2+0+C2+1 4 Custom 11.391-12016 1+02+1+C2+1 2 1+C2+i+C2r1 2 i+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+1+C2+1 2 i+C2+1+C2+1 2,1+C2+1+02+113 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR 52.118• X--)I Y4 12017-13.397 1+C2+1+CZ+1 2 1+CZ+1+G2+1 2 1+C2+1+CZ+1 3 1+02+1+C2+1 4 1{02+1+C2+2 4 1+C2+1+C2+1 4 1+CZ+1+C2+1 2 i+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+t+C2+i 4 gTY,TAgtES. %-)5--% 13.398-17.016 1+C2+0+C2+1 211+C2+0+02+1 2 1tC2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 411+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+#C2+1 3 1+C2+#C2+1 4 1+C2+0+C2+1 4 1+C2tD+C2+1 4 Custom 11.391-13.397 I+02+1+C2+1 2 1+02+i+C2+1 2 S+C2+1+C2+t 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+y+C2+1 4 1+C2+I+C2+1 2 t+C2t7+C•2t1 2 1+C2+1+C2+1 3 1+C2+I+C2+1 4 1+C2+i+CZ+2 4 1+02+1+C2+114 LO 60" -}4-% 13,398-16.NO 1+C2+1+C2+1 2 1+02+1102+t 2 1+0211+C2+1 3 1102+1+C2+1 4 1+C2+1+0211 4 1+02+1+C2+1 4 1+C2+NC2+t 2 1+02+1+02+1 2 1+02+1+C2+1 3 1+02+1+C2+1 4 1+02+1+C2+1 q 1+C2+1+02+1 q . 2 m i 15.381_19.641 1+C2+O+C2+1 2 1102+ptC2+1 2!+C2+D+C2+1 3 1+C2tD+C2+1 4 i+C2+OtC2+1 4 i+C2+D+C2+1 4 1+C2+#C2+1 2 1+C?,+O+C2+1 2 1+C2+#C2+1 3 CQ 1+C2tptC2+1 4 1+02+0102+1 4 7102+0102+1 4 W Lr} neo Custom 11.391-13.397 1+C2+3+C2+1 211+C2+3+02+1 2 1tC2+3+C2+2 3 i+C2+3+02+1 d 1+C2+3+02+y 4 110213+C2+i 4 1102+3+C2+{ 2 1+C2+3+02+1 2 S+C2+3+CZ+1 3 i+CLt3+C2+1 4 1+02+3+C2+1 4 1t02+3+02+1 4 UJ i3} C� O 4 75° %-'jr% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+i 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 311+C2 4 t+C2+2+02+1 4 1+C2+2+C2+1 q >� Q 0 Q r 19.111^24.641 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+{4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 3 1+C2+I+C2+1 4 1+02+2+02+1 4 1+C2+1+0211 4 co aa� (rto Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 I+C2+3+C2+1 4 1+C3+3+03+1 4 J+C2+3+CZ+1 2 1+C2+3+C2+1 2 I+C2+3tC2t1 8 1102+3102+1 4 7+02+3+G2+1 k 1tC2t3tC2t•1 4 O N D. L1211 19.388-24.360 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3tC2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+02+3+C2+1 2 1+02+3+02+1 2 i+C2+3+C2+1 3 1+C2+3+02+7 4 1tC2+3+C2+1 4 1+C2+3+G2+1 4 �m �N _c,".381-30.360 t+C2+2102+1 2 t+G2+2+0211 2 1+02+2+C2+i 3 1+02+2102+1 02+2+0211 4StC3+2+0311 4 1+02+2+C2+t 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 i+02+2+02+1 4 i+C2+2+C2+1 4 u Y- '/+ "` -30.360 1tG2+3tC2t1 2 7+C2+3+C2+1 2 1+02+3+02+7 3 1+C2+3+02+1 4 1+02+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+7 2 1+C2+3+02+1 2 {+02+3+02+1 3 1+C2+3+C2+1 4 1+CL+3+C2+1 4 S+C2+3+C2+1 4 0 W'T Y) U� oN Anchor Group 13 Anchor Gra D uJ z ¢ J D 35.214• Ya-- =! 11.391-11.391 1+C2+0+C2+M1 2 I+C2+O+C2+1 2 S+C2+#C2+1 3 1+G2+O+C2ty 4 1+CZ+O+C2+1 4 ItC2+OtC2+i 4 I+C2+O+C2+i 2 110210+02+i 2 1+02+0102+1 3 1102+0102+1 4 1+02+O+C +2 4 1+C2+#C2+S 4 4> r D. . 38" )i-'/a% 12308-{2308 1+0210+02+1 2 1+C2*tl+C2+1 2 1+C2+O+C2+1 3 1+C2t0+C2+1 4 ]+C2+DtC2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 211+02+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C2+1 4 1+C2+0+01+1 4 �„��•„ u 45.118" %-Y�1% 11.391-13.397 t+02+DtC2+1 2 1+C2+6+C2+1 2 2+C2+#C2+1 3 1+C2+#C2+1 4 1+C2+O+C2+1 4 2+C2+#C2+1 4 t+CZ+#G2+7 2 2+C2+#C2+1 2 1+02+#02+1 3 5+C2+#0211 d S+C2+GtC2+1 4 1+C2+0102+1 4 -J C� Ya-Ys Ya 13.393-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+CZ+#C2+1 3 ttC2+O+C2tl 4{+C2+O+CZ+1 4 I+C2+#CZ+1 4 I+C2+0+02+1 2 1+C2+O+G2+1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+C2+#C2+1 4 I+C2+0+02+2 4 N_ 473!4" )4-y,-)9 11.391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+i 3 1+C2+1402+1 41+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+NC2+1 31+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 z x 1°B1+s %-A-Ya 12288-15.558 1+02+0+CZ+1 2 1+C2440+C2+1 2 1+CZ+O+C2+1 3 I+C2+O+t2+1 4 I+CZ+D+C2+1 4 S+CZ+O+C2+1 4 1+C2+0+C2+1 2 i+C2+#C2+1 2{+C2+#C2+1 3 I+C2+0+C2+1 4 1tCZ+0+C2+i d 1402+#0211 d J Custom !1.391-12078 I+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i+C2+7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+7+C2+1 3{+C2+1+02+1 4 1+C2+140211 4 7+02+1+02+1 4 F ['J 1 z 9 .52-1/8' %YI-% _ 12,017.13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 �1+C2+7+C2+1 4 1+C2+1+02+1 4 I+C2+1+C2+2 4 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+02+1+C2+113 1+02+1+02+1 4 i+C2+1+02+1 4 1+C2+1+C2+1 4 ¢ Q O °lO u y Y3-ji- 13.398-17-016 1+0210+0211 2 1+C2+O+t +1 2 1+02+010211 3 1+02+0+02+1 4 1+0210102+i 4 7+CLt0+C2+2 4 1+C:t+0+02+1 2 1*02+0+C2+1 2 i+C2+0102+1 3 1+C2+0*C2+1 4 1+02+0+0x+1 4 i+C2+#02+1 4 O Z > Custom 11.391-13.397 1+02+1+CZ+1 2 1+02+1+C2+1 2 1+C2+1+02+1 311+C2+1+02+1 411+C2+1402+1 4 1+C2+1+C2+1 4 7+C2+i+02+{ 2 1+02+1+C2+i 2 1+G2ti+C2+7 3 2+C2+1+02+1 4 1+C2+1+(2+1 4 1+C2+t+C2+1 4 ~' U 0 L m 6U" 'f-Yi-y 13.388-15.360 1+02.11+C2+1 2 M1+C2t1iC2ti 2 1+C2+1+C2+1 3 1+02+1+02+i 4 1+C2+1+C2+1 4 1+C2+1+CZ+1 4 i+C2+i+C2+S 2 1+02+1+C2+t 2 1+C2+1+G2+i 3 i+G2+t+C2+i 4 2+C2+1+02+1 4 7+02+1+02+1 4 o Q = I fa-"ja 15.36;-!8.641 1102+0+0211 2 t+C2+0+C2+5 2 1TCi 0+02+t 3 1+02+#C2+1 q i+C2+0+C2t7 d 1+C2+0+ 1 4 7+C2+0+C2+1 2 1+02+O+C:2+{2 I+C2+#C2+1 3 1+CZ OtC2+1 4 1+C2+0102+1 4 S+C2+#0211 4 X81 •osa0 save Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C2+{2 1+0213102+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2.1+C2+3+02+1 3 'HC2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ! 75° y%tj+ 13.398-{9.110 S+C2+2+C2+7 2 1+02+2+C2+{2 i+C2+2+C2+i 3;102+2102+1 d 1+C2+2+C2+7 4 1+02+2+02+1 4 1+C2+2+02+1 2 i+02+2+CZ+i 2 3+02*2+02+1 3 1+02+2+G2+1 4 2+CZt2+G2+i 4 1+0212+02+i 4 ���1Q�y LYN& 28.111-24.841 1+02+1+CZ+1 2 1+02+1+C2+1 2 i+CZ+I+C2+1 3 1+C2+1+C2+1 4 1+C2+#C2+1 4 7+C2+1+C2+1 4 t+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+7 3 S+C2+7+02+1 4 1*02+1+C2+t 4 t+C2+1*02+1 d ti�:�St�•,�iCENSF �ii Custom 78.960-18.397 1+0213+C2+i 2 1+C2+3102+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1'4 1+C2+3+C2+1 4 1+C2+3+C2+t 4 1+C2+3+C2+1 2 7+C2+3102+7 2 1+GZ+3+02+1 3 7+C2+3+G2+1 4 1+C2+34C2+1 4 1tC2+3+02+1 4 96" Ya- -'t/n 19.396-24.360 1a02+3102+7 2 i+C2+3+C2+i 2 1+Cz+3+02+t 3 1+02+3+02+1 4 i+C2+3+0217 d 1+C2+3tC2+1 4 1+C2+3+C2+1 Z 1+C2+3+02+1 2 1102+3+0241 3 1+02+3+C2+1 4 2+G2+310211 4 1102+310211 4 _ Na.58705 Custom 24.382-30.360 1+02+2+02+1 2 1+02+2+C2+1 2 i+C2+2tC2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+G2+1 2 1+C2t2+02«1 2 i+G2+2+C2+1 3 t+C2+2+C?+i 4 1+CZ+2+C2+1 4 i+02+2+02+2 4 _ ' -30.360 1+C2t3+02+1 2 i+C2+3+C2+1 2 1+c2t3tC2+1 3 1+C2+3+02+1 4 1+C2+3+02+1 4 2+0213102+1 4 1+C2+3+02+1 2 1+C2+3402+i 2 1+02+3+C2ti 3 1+02+3+C2+1 4 1+C2+3tC2+1 4 1+02+3+C2+1 4 ' 12D' %-Yz--� �= SEE TABLE 9 FOR DESIGN PRESSURE '�•"�(,�'." 51 A F .•(�rJ' 1 WINDOW WIDTH 50.28 NOj' S: "''i�' FLORI -Ml . •�'C�� i Max.Anchor O.C. Anchor Anchor SASH SIZE_ 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). r S "••....... G SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-S. �7>, 401VA)•- ti °,integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WW WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE Spacing for 1/I1I t 1 t 1 11711�� 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Flo"Installation 2-9" 4" 4)°1/4.712^t/4'AND°1/3•tf3-113'INDICATE THAT THOSE STANDARD SASH CONMGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P,E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P.E.#5870.4 i 1 i TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX D.C.SPACING SHOWN ON THE ELEVATIONS. ' Glass types Anchor QuanNes for XOX Windows S&6 Sash 24'Haight 36'Haight 36"Hei t 48'Haight 54'Height 63'Hai ht 24"Height So-Hat ht 36'Hol ht 48'Hci9ht 54•Hei ht 63`Hel ht • Sash 9h 9 8h C4 9 B 9 8 B 9 Configuration Width Remi.Lrnet RarQs On) Heart&Sill. Head&Sill Head&301 Head&Sill Head&SIp Head&SO1 Head&SItl a Haad 8 SigI'l Hood&Sill Head&S01 Head,& Head&Sill R4 o ? 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2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02•+1 4 IN a N � C,: 98" YY,-Y, 19,398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 I+C2+3+C2t1 4 CQ CQ 4 Cusiom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 144`2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C1+1 4 Z LL C> 120" =/z- " -30.360 t+G2+3+C2+i 2 i+02+3+02+1 2 1+C2+3+C2+1131 ltC2t3tC2ti 4 1+02+3+42+i 4 i+(2+3+CV'1 4 C=,y U p 4 C� o no Anchor Group B Anchor Group 08>HO I 35.1!4' YS-ys-% 11,391-11.391 1402+O+C+1 2 i+C2+O+C2+1 2 t+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2t8+C2+1 4 1+C2+4+C2+1 4 1+02+0+62+! 2 1+C2+OtM+1 2 1+C2+D+C2+1 3 1+02+D+C2+1 4 1+C2+O+C2+1 4 1+C2+O+02+1 4 a>b• 38" 'Ya-'1r 75 12.308-12.308 l+C2*0+02+1 2 1+C2+0+02+1 211+02+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 I+C2+O+0241 4 1+C2+o+C2+1 2 1+0240+C2+1 2 1402+D+C2+1 3 i+C2+0+02+1 4 i+C2+0+CZ+1 4 1+C2+O+C2+1 4 Z Q: rO,y F-- LIJ LL 0 i 45-118° y4-yx-39 11.391-13.997 1+02+0+C2+1 2 1+02+D+C2+1 211+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �l+C240+C2ti 2 1+C2+O+C2+1 211402+0+02+1 9 i+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J II Y-YS-Ya 13.398-14.683 1+C2+O+C2+1 2 I+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+Cd+1 3 1+C4+O+C2+1 4 l+C2+O+C2+1 4 l+02+0+C2+1 4 1, O r 473!4' '/a-34-'/n 11.391-12.297 1+C2+1+C:1+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 411+0241+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2t1 2 i+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 N Z Q_ 1°Jys Y,-Y's-Y3 12298-15.558 1+02+D+C2+1 2 i+C2+D+C2+i 2 1+C2+0+02+1 3 1+E+0+62+1 4 1+C2+0+C2+1 4 1+C2+CHC2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+CZ+1 4 1+02+0+C2+1 4 1+C2+0+02+1 4 Q Custom 11.391-12016 1+C2+i+C2+1 2 i+C2+1+CZ+1 2 I+C2+1+C2+1 3 i+CZ+i+C2+1 4 1+CZ+1+C2+t 4 1+C2+1+M+!4 i+C2+1+C2+1 2 1+02+1+CZ+1 2 1+CZ0+02+1 3 1+02+1+C2+1 4 I+C2+1+C2+1 4 1+02+1+02+1 4 3s C3 z £ 52-118° +<-+ r 12.017-13.397 1+02+1+C2+1.2 1tC2+1+C2t1 2 1+C2+1+C2+1 3 1+02+1+C2+1 411+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 ¢ Q' Z g /:-/a Ya»'/s-Ys 1,3.398-17.016 1+02+0+02+1 2 1+C2+O+C2+1 2 I+C2+0+C2+1 3 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 I+C2+D+C2+1 4 i+C2+0+C2+1 2 1+C2+WC2+1 2 1+C2+0+02+1 3 1+02+0+02+1 411+02+0+C2+1 4 1+C2+otC2+1 4 0 Y- N O m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+7+CZ+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 I+C2+1+C2+i 2 1+C2+1+C2+1 2 1+02t1+C2+t 3 1+CZ+I+CZt•1 4 1+C2+1+C2+1 4 i+C241+C2+1 4 t.,� jY 60" Ya- -� 13.388-16.380 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1tC2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*02+1+02+1 3 1+C2+1+C2+1 4 1tC2+1+C2+1 4 1+C2+1+C2+1 4 0 Q 0 Ya-Ya-Yi 15.361-19.641 1tC2+0+C2+1 2 l+C2+D+C2t1 2 1+C2+04(2+1 3 1+C2+0+CZ+1 4 1+C2+O+C2t1 4 1+C3+o+C3+1 4 1+C2+0+C2+1 2 1+0 2+1 2 1+C2+O+C2+1 3 1402+0+02+1 41+02+O+C2+1 4 1+C2+0+0211 4 Z Custom 11.391-13.397 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+c2+3+02+1 3 1+C2+3+C2+1 4 1+02+34CZ+1 4 1+C2+3+C2+1 4 sn!1 ''ran saves i 75 Y4-Y.;1 13.398-19.110 i+C2+2+C2+1 2 1+C2+24�02+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+! 4 1+C2+2+CZ+i 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4]+C2+2+02+1 4 1+C2+2+01+1 4 `1tt It 11T7T-t/!,r , Y;^ Y, 119.111-24.841 1+C2+14C2+1 2 1+C2+1+02+!2 1+C2+1+C2+1 3 1+C2+1402+i 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+1 3 I+C2t1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 `.� �� Y•lY �f, Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+i 3 1+C2+3+02+1 4 1+C2+3+C2t1 4 1+02+3tC2+1 b 1+C2+3+02+1 21+02+3+02+} 21+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 k C� 41GENSF;••,�� :y 98" Y,-Y,-Y. 19.328-24.360 i+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+02+1 3 i+C2+3tC2+1 4 1+C2+3+C2+14 1+C2+3+02+1 4 t+C2+3402+i 2 i+G2+3+C2+1 2 1+02+3+02+1 3 1+02+3+C2+1 4111+02+34C2+1 4 I+C2+3+C2+1 4 Cusicm 24.381»30.360 1+C2+2+Cx+1 2 1+02+2+C2+1 2 1102+2+02+1 3 t+02+2+t2+1 4 1402+2+02+!4 I+C 2+2+C2+!4 1+C2+2+C:+1 2 1+C2+2+C2+t 2 1+C2,.2+C2+1 3 14fi2t2+C2+!4 1+C2+2tCZ+i 4 1+02+2+C2+1 4 120" Ya-Yr)a -30.360 1+02+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+02+9+0241 4 1+0213+C2+1 4 1+C2*3+02+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1*C2+3+C2+i 4 "O _- NOTES: SEE TABLE 13 FOR DESIGN PRESSURE -RC1 �t td1�^: WINDOWWtD7H-59.28 (�.. MIN.SASH SIZE a 2 1)FRAME DIMENSIONS ARE BUCK WIDTH ANO BUCK HEIGHT(SEE SHEETS 3.4). '�CG�'`.:cCORiDA..•'�•\C�� Max.Anchor O.C. AROhOf SASH SIZE IS AS PER THE FIGURES ON SHEETS 643. Spacingfar'7rttegral- GrOupF 2)FOR 3)SEE SSIZES E NOTSH9 FOR OWN, GUIROUND UPTING H THE E7 NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ONTHE TABLE. liltt�N��` Fin"instaifation 4" 4)'114-112-IW AND"1/3.113-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER.P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 !( 8#d#d# I TABLE 25. MINIMUM ANCHOR QUANTITIES SHOWN, ALL ANCHORAGE MUST ALSO COMPLY IMTH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. + Glass Types Anchor Quantities for XOX Windows 7&8 Sash Sash 24'Height 30'Heigh[ 36"Height 4B-1- 54'Height 63°Height 24°Hetght 30-Height. 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Max.Anchor 0"C. Anchor FIGURES ON SHEETS 63. i7 �O N v Spacing for"Integral. GroupF 2)FOR SIZESNOTSHOWN,ROUNDUPTOTHENEXTAVAILABLEWIDTHORHEIGHTDIMENSIONSHOWNONTHETABLE. !flrrlyAIL1E{{\l� 3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. Fin"installation 3.r 4)"1/4-1/2-1/4"AND°t/3-iB 113°INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHE SASH WIDTH RANGE A LYNN MILLER,P.E. IN THE ADJACENT COLUMN.°CUSTOWINDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.568705 t TABLE 26: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities forXOX Windows 10-12 Sash Sash 24'Height 30'Heigh 38"Height 1 48"Height 54'Height 63"HeightFH & 30"Heigh 96'Height 48"Height 54"Hcight 63'Helghl Configumbo Width n a a ,o a Relnt,Level Ranga(<a) Head&SIII ' Heed&&III Matl&SIB m Heatl 8 SVI m Head&5111 � Head 8 Siil ,� ,� Head 8 Sill w Head 8 Sill ,� Bead&Sill � Head&SiV � Head&SDI 11R4Anchor Group A ' Anchor Group C '35.1/4" %-'/s-� 17.391-11.391 2 1+C2+0+02+1 2 1+C2+O+C2+1 3'1+C2+0+C2+1 4 1+C2+0+C2+1 4 11C210+C2+1 4 PRODUCT RE9/➢SED 36" %-7a-11. 12.308-12.308 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 t4C2+0+C2+14 as complyyingg with tho Florida Building Codo'%-h-11/4 11.391-13.397 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C7+1 4 1+C2+0+C2+1 4 1+p+0+C3+1 4 NOA-No. 17.Or&111.Oa 45.118" 1+C2+O+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 '/a-%-/'a 13,388-14.683 47-3/4" - 11.391-12297 7+C2+0+C2+1 2 1+C2+0+C2+1 2 1402+0+02+1 3 1+C 2+0+C2+1 4 1+q+D+C3+1 4 14C3+0+C3+1 4 Expiration onto 09/2412020-h% 12298-75.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+p+1 4 1+C3+0+C3+1 4 By Custom 11.397-12.018 7+02+0+02+1 2 1+132+D+132+7 2 1+02+0+02+1 3 1+p+0+q+1 4 1.+q+0+p+1 4 1+03+0+q+1 4 rfiiaml-DProduct Control 52-118' Y%-Y4 12.017-13.397 1+C2+0+C2+1 2 1+132+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+p+0+p+1 4 1+C3+0+C3+1 4 13,398-77.016 1+C2+O+C2+1 2 1+C240+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+q+0+q+1 4 1+C3+O+C3+1 4 m ADDED NOTE TO ANCHOR Custom 11,391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 t+C3+2+p+1 4 1+C3+2+C3+1 4 .2 OTY.TABLES. m 60" '/+-%-% 13.398-15.380 NOt Allowed 7+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 41+C3+2+C3+1 4 1+C3+2+C3+1 4 o Y-Y+-y1. 16.361-18.641 '1+C2+D+C2+1 21+02+O+C2+7'21+C2+0+C2+1 3 1+C3+O+C3+1 414p+0+C3+1 4 1404+0+C4+1 4 lq m Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+132+1 3 1+C2+3+C2+i 4 1+C3+3+q+1 4 1+C3+3+C3+1 4 z r 75" %-%-Y4 13,398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+1 4 7+C3+3+C3+1 4 1+C4+3+C4+1 4% -N-Y. 19,111-24.641 7+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3il 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+D+04+1 4 m In Q O Custom 17.641-16.397 i+C2+3+C2+1 2 1+132+3+C2+1 2 1+C2+3+C2+1 3 I+C3+4+C3+1 411+03+4+C3+1 4 1+C+4+C4+1 4 of Wj O O 96' %-%% 18.398-24.360 7+132+3+02+1 2 1+C2+3+C2+1 2 1+132+3+13247 3 1+q+4+q+1 4 1+03+4+q+1 4 7+134+4+Cq+7 4 }n Z W °i°0 w =/s-1/n 24.361-31.841 1+132*2+132+1 7.2+C2+2+02+2 2 2+C2+2+C2+2 3 2+C3+3+03+2 4 2+C3+3+C3+2 4 2+04+3+C4+2 4 O N '-7 120" Y-Y-y 29.641-32515 ;2+C2+3+C2+2 2 2+02+3+02+2 2 24C2+3+C2+2 3 2+C3 4+qi 4 2+p+4+p+ 4 2+04+4+134+2 4 OJ %-Y-Y1 32.516.39.641 2+02+2+02+2 2 2+132+3+C2+2 2 2+C2+3+C2+2 3 2+q+3+C3 2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 Z LL H zU' M11O a ❑ 140- Custom -39.647 K 2+132+3+132+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2*C3+4+p+ 4 2+04+4+CA+ 4 2+Gl:a+�+ 4 2 J w t1J{ J Anchor Group B Anchor Group D w CD m s¢ W -°N 35114" Y"-X 11.391-71.381 1+137+0+132+i 2 1+02+6+02+1 2 1402+0+02+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 2 1+02+0>C2+t 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+U+C2+1 O 4 o W m J 900 38" )a%-}•j 12.308-12308 1+C2+0+C2+1 2 1+C2+G+C2+1 2 14C2+D+C2+1 3 1+C2+D+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 p Z a. I 45-1!8" %-Y2.y 11.391-13.397 1+C2+0+C2+1 2 1+132+D+C2+1 2 1+C2+D+C2+1 3 7+C2+D+C2+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C2+WC2+1 2 1+C2+0+01+1 2 f4C2+0+C2+1 3 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+q+0+C3+1 41 0 LL O 13.398.14.883 1+C2+0+C2+1 2 1+C2+g+C2+1 2'I+C2+0+C2+1 3 7+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2+O+C1+7 2 1+C2+D+C2+1 3 1+C2+D+q+7 4 1+C2+0+C2+1 4 1+C3+D+C3+1 4 J I 47-314" -y-Y4 11.391-12297 7+C2+0+132+7 2 1+132+0+02+1 2 1+132+0+02+1 3 1+132+p+C2+1 4 1+q+0+C3+1 4 1+C3+D+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 t- Q r Y%-% 12298-15.558 1+q+O+C2+1 2 1+C2+0+02+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 1+q+0+C3+1 4 1+CS+0+03+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+p+0+p+1 4 1+C3+D+C3+1 4 O N l°au5 Custom 11.391-12016 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 i+C2+D+C2+1 3 1+C3+0+C3+1 4 1+p+0+p+1 4 1+C3+0+C3+1 4 `% y 1 < 62-118' %- 2.017-13.397 1+132+0+132+i 2 1+132+p+132+1 2 1*C2+ 1+C3+o+C3+1 4 1+C3+D+C3+1 4 1+C2+O+C2+1 2 1+C2+0+02+7 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+03+1+03+0+C3+1+0+ +t 4 1+C3+D+C3+1 4 i¢ D+C2+1 3 1+p+0+p+1 4 ••%-%-Y, 73,390-17.016 1*132*0+132+1 2 1+132+0+02+1 2 1+132+0+132+1 3 1+p+0+03+1 4 1+p+0*p+1 4 1+q+0+133+1 4 1+G2+O+CZ+1 2 1+132+04p+1 2 1402+O+q+1 3 1+132+6+02+7 4 1+133+O+q+1 4 1+q+O+q+1 4 ¢ Z Custom 71.391-13.397 7+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+132+1 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+03+2+q+1 4 1+q+2+q+1 4 0 = 0 O m' 6D" %-%% 73,398.15.36D 1+132+2+132+t 2 1+132+2+02+1 2 1+02+2+02+1 3 1+132+2+132+1 4 1+p+2*pN 4 1+q+2+133+1 4 1*132+1+132+1 2 1+132+1+132+i 2 1+02+1+132+1 3 1+132+1+02+1 4 t+q+1+q+1 4 1+p+t+q+1 4 a (� tti Ya-%-Y 15.361-19.641 i+C2+D+C2+1 2 1+02+0+C2+1 2 7+C2+0+C2+1 3 7+p+0+p+1 4 1+0+0+C3+114111-0440+C4+1 4 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C:2+0+C2+1 3 1+p+D+C3+1 4 1+03+D+C3+1 4 1+C4+WCi+i 4 ulj Z C) + Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+132+3+C2+1 3 1+132+3+C2+1 4 1+c3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+p+3+q+1 4 1+C3+3+p+1 4 Q z S l 75 %-y% 13.398-19.110 1+C2+2+132+1 2 7+C2+3+C2+1 2 14132+3+C2+1 3 1+C3+3+C3+1 4 1+G3+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 14C3+2+q+1 4 1+C3+2+C3+1 4 1+01+2+C4+1 4 aD!} ror°D sauaq %-Y-Y. 19,171-24.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1403+0+p+1 3 1+p+0+p+1 4 1+C4+0+C4+1 4 1+134+D+C:4+1 4 1+C2+O+C2+1 2 1+C2+0+132+1 2 1+q+0+p+7 3 1+q+6+C3+1 4 1+C4+0+C4+1 4 1+04+0+04+1 4 \\\ 177 Custom 17.641-19.397 1+C 2t3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 7+C3+4+p+1 4 1+C3+4+q+1 4 1+04+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 1+133+4+C3+1 4 1+p+4+C3+1 4 1+CA+4+C4+1 4 _ �Q,... 08' y h% 19.396-24.360 1+132+31132+1 2 1+132+3+132+1 2 1+132+4+01+1 3 1+q+4+p+1 4 t+q44+p+1 4 1404+4+134+1 4 1+C2+2+02+1 2 1+132+3+02+1 2 7*132+3+132+1 3 t+p+3nq+i 4 t+q+3+p+1 4 1+C4 3+C4+1 4 ��•• 110EN�c�'•.�l ' 24.361-31..641 2+C2+2+C242 2 2+C2+3+C2+2 2 2402+3+02+2 3 2+p+3+p+2 4 2+p+3+C3+ 4 2*C4+3+0442 4 7*0212+02+1 2 1+02+2+132+1 2 1+132+2+02+1 3 WI+C3-2+C3+1 11q+2+q+1 4 1+Cq+2+134+1 4 Y, % 29.641-32575 +C2+3+02+2 2 2+C2+3+q+ 2 2+C2+4+C2+2 3 2+p+4+p+2 4 2tp+4+p+ 4 2+G1+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+ 4 2+0444+C4+2 4 No•58705120" 32.516-39.647 +132+3+02+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+4+q+ 4 2+04+4+C4+24 2rq+4+05+2 4 2+132+2+132+2 2 2+132+3+02+2 2 2+132+3x02+2 3 2+Cq+3+G4+2l°m -39.841 2+132+3+02+2 2 2+02+3+02+2 2 2+132+4+132+2 3 2+135+4+p+ 4 2+134+4+04+ 4 2+CS+4+05+2 4 12+0x+3+02+2 2 2+132+3+02+2 2 2+132+3+02+2 3 Q' 2+04+q+G4«y 4 2404+4+Cq+2.4 0 ` NOTES: SEE TABLE 15 FOR DESIGN PRESSURE T STATE •�` 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). -'F RIGA,.•'•_�� WINDOW WIDTH'-60.72 SASH SIZE[SAS PER THE FIGURES ON SHEETS 6-8. GLASS TYPES 10.12&14.16 '•MIN.SASH SIZE e MAY NOT 2 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 77/��NAL J-CHANNEL OR INTEGRAL 3))SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. l/i l i 14 l l7 USED WITH m FIN FRAMES 4)-1/4-1/2-1/4'AND"18-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,RE IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.P 58705 I -.,..-. .....qn_"_,.._...I..,...�..,.•.t..-,,.....-.,,_m-....,,,..-,-.....,..,.•"--•e-,,,.� ..,.....-.--.,•,.w-..,s....«,-.-..„.,.mss....-.,...-,.».."..._.M_-_, ..,_. -. .. TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALLANCHORAGEMUST ALSO COMPLY WITH THE NAY O.C.SPACING SHO WN ON THE ELEVATIONS. GhassTypaa Anchor Quantities for XDX Windows + 14-16 Saah 24"He N 30-Hel ht 36"Hel t 48"Height 54"Height 63"Height 24•Hel ht 3P Yei ht 36'Height 48•He N 54"Het ht 63-Hel hl Sash Wide 19 B 8h 9 9 9 B 9 9 49 9 8 Configuration RenBe(m E E E E E E E E E E Raid Leal ) Head&SIII Head&Snl Head&SDI ' Head&Sin ' Head&SIII ' Head&SIII Head&S18 ' Head&SIII � Heed&Silt Head&Sin ' Head 6 SIR � Head&Bill R4 Anchor Group Anchor Group 35-114" Y-'/a-Y, 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+CZ+1 4 i+C2+0+C2+1 4 1+C2+O+C2+1 4 PRODUCT REVISED 38- Y-'/a-% 12308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 as complying with tho Florida ? 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+p+,1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 Guading Cod. 45-1/P f` 11.391-13.397 NOA-No. 'G7-D4'69.DS '/a%Ya 1&098-14.683 1+C2+0+C2r1 2 1+C2+O+C2+1 2 1+C2+0+02.1 3 1+C3+O+q+1 4 1+C3+O+p+1 4 1+C3+O+C3+1 4 -Y% 11.391-12297 Expiration Daeo D9/24/TDT_D 48314' 1+02+0+C2+1 2 1+L2+O+C2+1 2 1+C2+O+C2+1 3 1+q+0+q+1 4 1+q+0+p+1 41+C4+O+C4+1 4 -Y 12298-15.558 I+C2+0+02+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 t+C3+O+C3+1 4 1+p+0+p+1 4 1+C3+O+C3+1 4 BY N4iam4-0ad Product Con Custom 11,391-12.016 1+p+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 52-1/8• A-Y% 12017-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 %r -Y% 13.388-17.01H i+02+0+02+121+02+WG2+121+p+C+p+131+03+0+p+141+01+0+04+141+C4+0+C4+14 MADDED NOTE TO ANCHOR Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+q+2+03+1 4 1+04+2+C4+1 4 a QTY,TABLES. m 60" Y-Y-'/n 13.388-15.360 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+04+1 4 %-Y,-Y, 15.381-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+q+1 3 1+C4+0+04+1 4 1+C4+0+C4+1 4 1+CS+OMS+1 4 to Y � Custan 11.391•13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+G+3+04+1 4 z to •tea 75" %'%-y 13.398-19.110 1+C2+2+02+1 21+C2+2+C2+1 2 1+02+3+C2+1 3 1+q+3+G;+1 4 1+C4+3+C1+1 41+04+3+C4+14 w ` _ %-Y,-Y, 19.111-24.641 1+CZ+O+C2+1 2 +C3+0+p+1 2 1+C3+O+p+1 3 1+C4+O+C4+1 4 1+CS+O+p+1 4 1+C5+0+C5+1 4 W in Q O Custom 17.641•10.397 1+02+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+p+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+0i+1 4 y W Cl) 96" '/n-%% 19.39B•24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CA+4+C4+1 4 l.r4 4+Cq+1 4 1+C4+3+C4+1 4 q N z N 24.361-31.641 1+02+2*C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 W2-04-3+C4+2 4 2+O4+3+C4+2 4 1+C4+2+C4+1 4120" Y-Y-Y 29.641.32.615 2+02+3+C2+2 2 2+C2+3+02+2 22+C2+3+C2+ 3 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4Y-Y-Y 325tH-39.641 2+C2+2+C2+2 2 2+C2+3+C2+2 22+C2+3+C2+ 3 4 2+CA+3+G+ 4 2+C4+3+C4+ 4 zLL c L7Custom -39-641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+ 3 4 2+C4+4+C4+2 4 2+CA+3+C4+ 4 S W C• ©� Anchor Group B Anchor Group D W Zoo < W 'cra 35.1/4" Y,-%-Y, 11.391.11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+6rC2+1 3 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+C2+O+C2+1 4 i+02+0+C2+1 2 NC2+O+C2+1 2 1+C2+0+02+1 3 1+CZHO C2+1 4 i+C2+0+C2+1 4 1+C2+o+C2+1 4 o W ¢ J �� i 38" Y-Y-% 123D8-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 311+C2-0+C2+114 1+C2+O+C2+1 4 1+C3+0+C3+1 4 S+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C3+O+q+1 4 p>d' n• Q_Y4-Yl-y4 11.391•13,397 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C3+0+C3+1 4 1+C3+O+q+1 4 NGi+O+Cq+1 4 1+CNO+C2+1 2 1+C1+0+02+1 2 1+C2+0+02+1 3 1+q+O+p+1 4 1+p+O+q+1 4 1+CA+D+(4+1 4 z O t W V Y-Y% 13.380•14.883 1+02+0+02+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+p+0+p+1 4 1+p+0+03+1 4 1+p+0+q+1 4 1+02+0+02+1 2 1+C2+0+02+1 2 1+02+0+C2+1 3 1+C3+O+p+1 4 1+q+0+p+1 4 1+C3+6+0+1 4 J 0 47.3IA° +%-Y.y 11.391-12.287 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+p+1 4 1+04+0+C4+1 4 '1+C2+U+C2+1 2 1+C2+C+CZ+1 2 1+C2+6+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C4+o+04+1 4 t- Q Y-�+Y 12298-15.558 1+C2+D+C2+1 2 1+C2+0+C2+1 2 I+C2+D+C1+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+D+c3+1 4 1+C2+OrC2+1 2 1+02+0+C2+1 2 1+C2+0+CZ+1 3 1+C3+O+C3+1 4 I+C3+0+0+1 4 1+C3+0+C3+1 4 ® c Q m Custom 11.391-12016 1+02+O+C2+1 2 1+c2+0+C2+1 2 1+q+D+p+1 3 1+p+o+C3+1 4 1+C4+O+C4+1 4 1+C4+o+C4+1 4 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+04+9+C4+1 4 1+C4+0+C4+1 4 ;a! Q F- i 52-1/6" y,%-Y, 12017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+q+1 3 1+q+0+C3+1 4 1+04+D+C4+1 4 1+C4+0+C4+1 4 Z 4 Y,-Y,-Y, 13.398•17.016 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+G4+D+C4+1 4 1+G1+0+C4+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+D+p+1 3 1+C3+O+C3+1 4 1+C4+0+01+1 4 1+C4+D.C4+1 4 C � alc�s i -9 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 t+C3+2+p+1 4 1+G1+2+CA+1 4 O 0 p I r i m 60' Y-h% 13.398-15.960 1+(„^c+2+02+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+p+2+p+1 4 1+p+2+p+1 4 1*G4+2+C4+1 4 1+02+1+C2*1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 i+q+l+q+t 4 1*p+1+q+1 4 1+C4+1+C4+1 4 V � � 1 'y %%% 15.361-19.641 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+p+1 3 i+04+0+C4+1 4 1+O4+D+C4+1 4 1+C5+0+CS+1 4 ,1+C2+O+C2+1 2 1+C2+0+0+1 2 1+C3+0+q+1 3 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+CS+O+CS+1 4 Z C Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+03+1 4 1+04+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 i+C4+3+CA+1 4 1+C4+3+C4+1 4 Q Z 76' '/+-Y-Y 13,398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 ''1+C2+2+02+1 2 1+C2r2+C2+1 2 1+C2+7.+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 elil '�-a0 sauos Y-Y-'/e 19.111.24.641 1+G2+0+C2+1 21+C3+0+C3+1 21+C3+0+C3+1 3 1+04+0+C4+1 41+C5+0+C5+1 4 1+CS+O+C5+1 4 1+C2+O+C2+1 2 1+p+O+p+1 21+C3+O+C3+1 3 t+C4+0+C4+1 4 1+C5+0+C5+1 4 1+C5+0+C5+1 4 111 1/1/ 1 Custom 17.841-19.397 1+C2+3+C1+1 2 1+C2+3+C2+1 2 1+C2+4+02+1 3 1+q+4+C3+1 4 1+C4+4+C4+1 4 1+C4M+C4+1 4 1+02+3+C2+1 2 1+CZ+3+02+1 2 1*C2+3+C2+1 3 1+q*4+03+1 411+C4+4+04+1 4 1+04+3+04+1 4 96" Y- % 18.388-24.360 1+C2+3+02+1 2 1+C2+3+C2+1 2 i+C2+4+C2+1 3 1+04+4+C4+1 4 1+CM4+C4+1 4 1+Cq+3+C4+1 4 '1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+01+3+C4+1 4 �� 1.10ENS'•.�� I li -%=/e 24.361-31.641 2+C2+2+02+2 2 2+p+3+C2+2 2 2+C2+3+C2+2 3 2+CA+3*C4+ 4 2+CA+3+04+2 4 1+Cq+2+C4+1 4 �1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+CA+1 4 1+04+2+04+t 4 1+C4+2+04+1 4 �.' y,%-% 28.841-32.516 2+C2+3+C2+2 2 2+02+3+02+2 2 2+C2+4+C2+2 3 2+04+4+04+2 4 2+C4+4+04+2 4 2+04+4+C4+2 4 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+02+3+02+2 3 2+04+4+C4+2 4 2+C4+4+C4*2 4 2+04+3+GI+2 4 1�: No.56705 120" Y-Y-Y 32.516.39.641 +C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+04+4+04+2 4 2+C4+4+C4+2 4 2+Cq+3+04+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 3 2+C4+3+C4+2 4 2+CA+3+CA+2 4 2+04+2+C4+2 4 =_-O 140• Custom -- -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+G1+4+C4+2 4 2+C4+4+CA+2 4 2+C4+3+C4+2 4 2+C2+3+02+2 2 2+02+3+02.2 2 2+C2+3+C2+2 31- NOTES: SEE TABLE 16 FOR DESIGN PRESSURE %dip••.; FATE F 1)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ��S �OR{DA•.•'•�5��� WINDOW WIDTH-60.72 SASH SIZEISAS PERTHE FIGURESON SHEETS GLASS TYPES 1D-12&1416 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i/1//NAL t 11111\ MAY NOT BE USED INFiH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR IN 3RAL 4)"114-1/2-1/4-AND-1/3-1/3.1/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. i G FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p.Ep 58705 j TABLE 28: Bill of Material 3.500" 3.600" 3.509" # Part# Dercripten Material .06? 1• 620121 Frame Head,SIU and Jambs. - 2 620122 Frame Head,Sill and Jambs-Fl,LChannel 15vc ange PVC -3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620124 Frame Head,Bill and Jambs-Equal Lea PVC 2.446" 2,445" 2.445* 2AW 13 620172 Ardi-Lift insert/Tam Cover PVC 14 Fixed Mdeting M11 PVC --12-5f 622101511 Track Insert 6063 T6 At 0 161 67.0129 i�ash Rail(Sides,Top&Bottom) PVC Monorail 5M TS Al FLANGE FRAME FIN FRAME EQUAL LEG FRAME 17 620166 625' J-CRAN F I 191 620156 Pull Rag IntedocK 605378 A] 1.375FRAME HEAD.BILL HEAD,SILL& Isle HEAD,SILL& HEAD,SILL& -20 U0144 Pull Re*11 Intedook Cover PVC T &JAMB$ F JAMES JAMES JAMBSSILL 620150 Ught Sash Reinforcement 6063 76 At B 4 B L f VI RAF 4 620190 620151 Standard Sash Reinforcement 6063 W Al 1.141. U 620152 KID Sash Reinforcement 6M T8 Al 37' 1.507" 6005 TS At -T 2.100^ 620153 Standard Meeting Rall Reinforcement - 2.176- j5- 620164 HD Meeting Rail Reirribmement 6005 T5 Al .375 1" FD,Horl;&Roller Meeting Rail Reinforcement 6005 TS Al .772, 710X114PPA #110 x 1-1/4'PH.PH SDS(Monorail Screw) 4106S 580" 471„ 28 616" Weatherstdp_187'x.27G`Fin Pile ow 1.000* 11231- 2 20 171, LIFT RAIL LIFT RAIL 9 61719 Weatherstrip,.187'x.220*Poly Pile 41OSS ANTIINSERT Ot4 FIXED TRACK SASH RAIL INTERLOCK 20 INTERLOCK COVER- -30 xl*Ph.PHSDSontertwkMourAlngScmw) &TRIM COVER MEETING RAIL INSERT 31 --78-)G12PPA 08 x 3-1/2'Ph.PH SMS Fixed Meeting Rail Screw) 410 SS 32 7166980 Meeting Rall Screw Support Plate 6053 T5 Al 316' .0701 1.100, 111 33 '(20210 wee Hole Cover PVC .060*1 34 720157 Installation Screw Hole Plug PVC 864- •75. �t -1 ti Steed 37 720197 Auto Lock C 750" J64* .716" S _ 720199 $Weep Lock CastZinc Cast Zino 025. 1.186- 39 1`20198 Auto Look Cowr Assembly STANDARD .035, 40 1.118,Ph.FH SDS(Auto and Sweep Look Screw) SS LAM[IG ROLLED LIGHT SASH X 72 a EXTRUDED RIiJINFOROFMIENT 22 SASH 41 72020D Auto and Sweep Lock Keeper Cast Znc BEADING SCREEN FRAME SCREEN FRAME REINFORCEMENT 42 76)34PPA #6x3j4"PH.PHSDS(Keeper Scraw) SS .28V 43 7612FPTX WFX 11T FPH Tek(Reinforcement Screw) SS Nylon 0701 1,182" 44 Leadstile Top Comer Key 1.184" 0 [J` .094" 45 Z,,dtl(,Bottom C,,I,,,Kjy Nylon 46. Lookstile Top Corner Key Nylon .610, .130- .164" 14 �n .070' .791- 1.041- 1,041- 17 .0W7 Nylon .150--T-� 1.331- 47 Lockstile Bottom Corner Key Nylon 1.340" 1.340" 72 48 720204 Wheal PRODUCT REVISED PVC STANDARD HD MEETING HO HR MEETING 620135 Lamd.I.G.Bead BID SASH 25 RAIL RAL n17 MONORAIL with the Florida II 8 REINFORCEMENT MEETING RAIL REINFORCEMENT e=NFORCEMENT Backbeddling,GE 770D or DOW n1 Silloone REINFORCEMENT REIN NOA-No. Nodding Cod® 75 71684/5 Setting Block(7/8'x 21 x 1181186 5 dura. EPDM Pxphae.n Date 09/2412020 6O 61011 61011 Roli4ormed Screen Alum LY 11, Revisal 0>- D*tw 8-1-1b. JR 03127/17 By al 61012 x ded Screen Frame Alum NO rKANGES THISSMEEr- - - . a- - -I %.kr- a 62 Extruded Screen Spreader Bar R"hd IV Dole., ROO 'a96 Prod".%; ro Screen Comer Key MM -i3 47042W Pull Ping -PVC No. 7 84 47041 on Comer Key No Pull Ring PVC 47 41, r DAM B), le c 70� 05 SS P Tension Spring J ROSOWSKI 69 7 AS WINDOW EXTRUSIONS&BOM "OM 86 51816C48 Screen Cloth Fibergitass r iO7O-MCHNOLOGYDRIVE Data: vmYl -;1;0 S E n' 0 15 87 61635161614- 1.140"Screen spline(Macb1no/Hand Rolled) N.VFNICF,FL34275 0 1 L ORION.., HORIZONTAL ROLLER-LM 05115115 HE NOTES; L aaS Deming No. Rar. T)r-rEms 0 r,12,18.35.36.49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. MaK,\P.E. HR-5610 TS 17 OF 18 MD-HR5510-01 B 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. CERT:OF AUTH.429296 4 • � t107 E 20__ 16 SASH Egress ASSEMBLY Egress Lomt:Bill of Material MITERED FRAME WITH L Part# Descriptions Material 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 7MC7024 Multi-Pointl.ocltOperator CastZine 2 73340 Operatormounting Plate Steel 72016 Multipoint Lock Keeper AluminumATTACHED 720214 Multipoint Lock Guide Nylon EXTERIOR 4$ SASH R220217-221 Tie Bar(Length Varies) Stainless Steel(� 71024X12HFX FF'Iq x 1YY'HH MS Stainless Steel 72 Y.4 76X1FPAX 7ix1"ph.FHSMS Stainless Sleet 78Xt6FPTX #8 x 3f4"Ph.FH SDS Stainless Steel 17 ATTACHED T ' 30 FRAMEJAMB . 27 • EGRESS LOCK 1--&' DETAILS i 40 f NOT TO SCAI..E 39 66 .� 83 OR 84 42 ~ 104 67 °�. �• OPT,AUTO LOCK UUU $5 O \ PRODUCyiT REVISED 45 20 ATTACHED TO as Suildinglyineg with the F1oNda FRAMEJAMS 405 NOA-Ho.C 17-0411.03 f Explmuoo Date 09124/2020 42 k 104 BY 82 16 �" 907 iYilam�ill 'lad rodact Corstral DPT. 74 A \\ .ry 38 40 102 ; i 41 ti t 47 lATTACHED 42 1 OPT,SWEEP LOCK FRAM TO 1 $0 Oft at 15 a 1070 VENICE,OLOGY FL 34275 MITERED FRAME WITH INTERIOR AND EXTERIOR 100 (941)-480--1600 / FRAMEWELDS fie' t I i I I l i I cER's.of At1TH. ?29296 i SCREEN ()�kY LYIV/V Data. ENO CHANGESTHIS SHEEI. ASSEMBLY % `��� LiCENse.-K,- JR 03!27117 DETAILS ?r ;�% Rev sea ay Data: Rarraran 33 58706 Deaaripaan: Drann Byr I S3 oR e4 =A `�jPik `:'tri EXPLODED WINDOW VIEW J ROSOWSKI EXTERIOR FRAME C? ASSEMBLY ,� ' F ATEtUw` nue Data: ii ��'�S'Sj,<,9!tG_' TlvHORIZONTAL ROLLER-LM 05/15!95 NOTES: DETAILS I O N 1)GLASS AND SOME PARTSfOPT1PN5 NOT SHOWN DR AWING FOR CLARITY. �•,: 'f/Jt f Al'LL�itti�� SarfeaJdiodek Smtc Sriaet: Dmwing Na. Rca: 2)J•CHANNEL FRAME SHOWN,PART 0 1.OTHER FRAME TYPES APPLY, A LYNN MILt�R P.E HR-5510 NTS 18 OF.18 M D-HR5510-01 I3 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6.8. P.Et15$705 jj S