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HomeMy WebLinkAboutProduct Approval I -'U L MIAM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadg.gov/economy PGT Industries,Inc. . 1070 Technology Drive North Venice,FL 34275 SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend.the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. `DESCRIPTION Series"5500"C Single Hung Window L M I APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 tided"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or.its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.05 KArtaaaneeou[vry C Expiration Date: July 30,2020 712o)J5 Approval Date: July 30,2015 Page 1 PGT Industries.,Inc. NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED A. DRANVINGS I. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11115/14,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08121/1.4,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51b Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel a ez,P.E. Product Contr xaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (cowwuED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for-their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition (2014),dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Al2U.11 at'"41, Manuel er z,P.E. Z/ Product ContrdLFAminer NOA No.15-0519.05 Expiration Date: Judy 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEFOR 28-1/8'MAX O.C. MAX. ." FOR ARCH-TOP RADIU"OP 64•MAX.BUCK WIDTH AX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. AX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL ME SEAM - 4 30" 12'MAX. / / INDOW TYPES) WINDOW r(PES)7e!7�i B.SEE MAX.O.C. ,(f SHEETS 62-1/8'MAX BUCK WIDTH 10'MAX.FROM _ SEE SHEETS 1-1/4' B,SEE 1� �I A,SEE 12'MAX FRAME SEAM D,SEE•�,__._. B&9 SHEETS�• •�'~- 30"MAX.O.C. -1 •MAX SHEET3� FIXED VISIBLE _^ � / SHEET4 C'- LIGHT WIDTH B,SEE �-30'MAX.O.C.-►I�+_12•MAX. C,SEE[— �- �._._ A,SEE - 12+ SHEETS SHEET4 SHEETS FIXED _ - / '� EQUALLY / LI GIHTE 17-718'MAX.O.C. A SEE'—- EQUALLY � 12 MAX. / EQUALLY 17-7/B'MAX.O.C. SPACED SHEET3� / / ANCHORS PER HEIGHT SPACED / TABLES 9-11 �- EQUALLY / 17-7/8'MAX.O.C. / ANCHORS PER 81.78' SPA TABLES 9.11 / / MAX. ANCHORS PER 0 82' 0 BUCK O 84" BUCK TABLES 941 EIGHT MN( HEIGHT -r HMAX. _`— BUCK AS SHOWN BUCK - 10"MAX.O.C. 10"MAX.O.C. 10-MAX. x X Q HEIGHT x 4 (0AX.' U.R.]AISIL HEIGHT — Ll 1 — MAX.) 13-3/4"MAX.O.C. SASH 13.3/4'MAX.O.C. EQUALLY //r SPACED13.3/1MAX.O.C. ESPACED VISIBLE I_ SPACED 1SEE /LIGHT ANCHORSPER - 1 SHEETSANCHORS PER ANCHORS PER TABLES 0-11 g&g /TABLES9.11A I TABLES 9.11 HEIGHT A I j 8.112'MAX. \6.111!2'MAX. _ 16.11!2'MAX. -- .- _ N ANCHOR AT NOANCHOR9 AT SILL D•�-•-•-• 1-1/4'B - B -' SEE SILL WEEP- B SEE SILL WEEP- SEE SILL WEEP- SEE SRL WEEP- SASHVISIBLE -►� NOTCH DETAILS, NOTCH DETAILS, NOTCH DETAILS, 64'MAX.BUCK WIDTH NOTCH DETAILS, SHEEi3 LIGHTWIDTH SHEEi3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES.........................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIONS.................................1 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 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 OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE 8 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX................3 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 6)114•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J•CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................6 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................8.7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ANCHOR QUANTITIES.................8-10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES.......... I 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 ASSEMBLY&PARTS LIST,................112-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •PProced ae complying with Ph. 10)REFERENCES:TEST REPORTS FTL-7904&7968;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&SRONZER.IGHTER SHADES OF Florida el a C e Vale CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NOS&ALUMINUM DESIGN NOA 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \ I Rebleed W., Dale: Rederun: NOAH P \\\\ xA LYNN rtf// r/iMiami l a e Product USER INSTRUCTIONS: 1\\ '�cEN3F'•�F�' �'� It� \• Revised W. Dote: Reviabn: Y 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %` No.$0705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - .�, _ ® DeecrtpUm DmNn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. ='0'• 8 �S LU 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR '� E F ;',W 1070 TECHNOLOGY DRIVE R11e: Date: CONDITIONN. GRIREMENTS FROM THIS INTEGRAL FIN INSTALLATION. ET ARE MET. Ut�' FCOfiVOP,•''`G��1 N,VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /tiffs/C�NA�-L\ : (941)-480-1600 Serbs/Modek Srnle: 6Aoet: Drowlny No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /A�•�LMIN MIAI! P.E. SH-550O NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEGIBOX). REA68706 CERT, OF AUTH. /29298 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Daecdption(Liked from Exterior to Interior) Design Pressure Types Options Configs. Shapes Installation Options that may be used Type Table# SheetM (we Fig B) (sea Table 1) (we Flp A) (we Flg C) 5 71W Laminated I,G.:1/8'A Extedor Cep+7116'Alr Space+5/16'Laminated;(2)Liles of 118'A Glass wllh.080'PVB Intedayer 4,5 6 6 7/8'Laminated 1.0.:118"T Exterior Cap+7/18'Air Space+6116°Laminated;(2)Liles of 118'A Glass with.080•PVB Interlayer 4,6 6 Into 2X Woad CMU-FrameBucket, -sheat 3,option 1 Equal-Ute, SquereJRecL, 7 7/6'Laminated I.O.:3/18'A Exterior Ca +3/8"Air Space+5/1W Laminated; )Utes of 1/81 A Glass with.080'PVB Intedayer 4 6 6 Flange Through the frame into through IX uckst•sheet 3,option 2 Cap p (2 �) 5-1e OdedlProMaw Aroh Top 8 of the window...... through 1XBuckatdp Into Concrete/CMU-sheet 3,option 3 B 7/8'Laminated I.O.:3/16'T Exlodor Cep+3/6'Alr Space+6/16'Laminated;(2)Utee of 1/e'A Gloss with,090'PVB Intedayer 4,6 6 &Cottage Rediue Top „„Into Metal-sheet 3,option 4 B 7/8'Laminated I.O.:1/6'A Extedor Cap+7116'Air Space+6116'Laminated;(2)Ules of 118'H Glass with.000•SG Intedayer 7 7 10 7/8'Laminated I.O.:118'T Exterior Cep+7/16'Air Space+6116"Laminated;(2)Liles of 118'H Gloss with.090'SO Intedeyer 7 7 ....Into 2X Wood Freme/Bucksldp-sheet 3,option 1 11 7/6'Laminated I.O.:3110•A Exterior Ca +318'Air Space+6/16'Laminated;(2)Ules of 1/8'H Glass with.090'SG Intadayer 7 7 Box I Equa-Ills, Squere/Reel., Through the frame ....Into Concrete/CMU-sheet 3,option 2 P P Equal-Lep 5-10 OdeVPrmlow Afch Top& 12 7/8'Laminated 1.0.:3118'T Extedor Cep+3/8'Air Speoe+6/76'Laminated;(2)Liles of 116'H Glass with.090'SO Inledayer 7 7 (#4) &Cottage Redlue Top of the window.,.... ,...through 1X Bucksldp Into Concrete/CMU-sheet 3,option 3 13 7/8"Laminated I.G.:118'A Extedor Ca +5116'Air Space+7116'Laminated;(2)Lltee of 3116'A Glass with.000"SG Intedayer B 7 1 la Metal-sheet 3,option 4 14 7/8'Laminated I.O.;1/8'T Exterior Cap+511W Air Space+7116'Laminated;(2)Liles of 3/16'A Glees with.090'SG Inledo er 8 7 Through the ....Into 2X Wood FramelBuckeldp-sheet 4,option 5 Equal-Lite, SquamlRect.,Integral in...... ,,,Into Metal-sheet 4, lion 7 15 71W Laminated I.G.:3116'A Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of 3116'A Glass with.090'SO Inledayer 7 7 JChennel op 6-8 O&Cottage Arch-TopRadius-Top & Jnto 2X Wood Freme/Bucketdp-sheat 4,option e 18 1716'Laminated 1.0.:3/18'T Exterior Cep+1/4'Air Space+7/18'Laminated;(2)Lite*013/18•A Glass with.000'SO Intedeyer 7 7 (#1) 8 Cottage Redlue Top Through the frame ••• of the window...... ,,,,Into Meted-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Buckeldp-sheet 4,option 6 NOT &15 MAY BE USED IN Equal-Ute, Square/Rect.,Integral tin..,,.. into Meted-sisal 4,option 7 Min.Edge Min. Integral Fin Group Anchor Substrate Distance Embedment THEHVHZABOVE30'. 6.6 O&Cott gess Arch-Top& Into2XWaodFiama/Bucketd sheet4,option 6 (�) &Collage Radlue Top Through the trema P- P.T.Southam Pine(SG=0.95) 7l of the window...... ,,,,Into Melet•sheet 4,option 6 #10 SMS Steel,A361 3/8' 0.050" 'A' (steel,18.8 B.S. 'MIN.OF 3 THREADS =ANNEALED Steel Stud,A653 Or,33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H"=HEAT STRENGTHENED or 410 S.S.) A Aluminum,8083•T6' 318" 0.050" SUBSTRATE.FOR `T'=TEMPERED P.T.Southern Pine(SO=0.55) 716' 1.3/81 STEELSTUDS, / Q 'PVB'=.080'BUTACITE®PVB 3116"steel Ultracon Concrete min.2.85ksl 1" 1,318" MIN.Fu=46KSI8 // BY'SENTRYAMERICA INC. ( ) MIN.Fy=33 KSI. SO U routed CM ASTM C-90 2-112" 1-1/4" -UNGROv 2 0 4 0 °sG'= A90•SENTRYBY KU P.T.Southern Pine(SG=0.65) 9116' 1-3/8" VALUES MAY CMU" INTERLAYER BY KURARAY #12 SMS VALUES MAYBE BOX OR AMERICA INC. Steel,A36' 3/B' 0.050' USED FOR GROUTED FLANGE EQUAL- B (steel,18.8 S.S. PVB AND SG INTERLAYERS MAY or 410 S.S.) Steel Stud,A653 Or.331 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG ALSO BE MANUFACTURED BY Aluminum,6063461 3/8" 0.063" EOUAL•LITE ORIEL COTTAGE KURARAY AMERICA,INC. 114"steel Ullracon Concrete(min.2.85 kel) 1" 13/4" C Ungrouled CMU,(ASTM C•90) 2-112' 1-1/41 FIGURE C:FRAME SHAPES 1/4'steel Creletiex COnOrele min.3.35 kel) 1" 13/4' -�I BUCK WIDTH w{BUCK WIDTH�--�BUCK WIDTH- 1/4'steel Ultracon Concrete(min.2.85 kat) 2-1/2" 1314" I -- 1/4"steel Ullracon P.T.Southern Pine SG=0.55 1" 1318' # I 1 D 3 D 114'steel Cretetiex Concrete(min.3.35 Kel) 2-1/2" 13/4' / / TT INTEGRAL Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114' ii s _ _ J-CHANNEL FIN D 114"steel Cretetiexp,T,Southern Pine(SG=0.55 1" 1.318" _ O 114"steel Aggre-Gator Concrete(min.3.276 kei) 1-1/21 1318" Li P.T.Southern Fine SG=0.65 1" J 1 1/4"sisal Aggro Gator Grouted CMU, ASTM C-90) 2" 2" RECTANGULAR RADIUS-TOP 1 ARCH-TOP TABLE 3:ALLOWABLE ANCHORS T ROUGH E INTEGR4L FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY approved ar complying with thG BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING Flurlde i ag C , MIn.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Daft Group Anchor Substrate Distance Embedment' THE TABLES ON SHEETS&10. t l NOAH Revised Bp Daf0; Revision; rot Prado On E 2-112'x.131`Common Nail P.T.Southem Pine(sG=.55) 3/8` 2-7116' ��`N1 LYNN M/(1F�i,� 2-112'Ring-shank Rooting Neil P.T.Southern Pine(SG-,65) 3181 2-7/16" ,�1�.'`cENSF �' P.T.Southern Pine(SG-.65) 112' 1.3/8• Q2:' is Revfeed By: Date: Revision: #10 Srusehefxl SMSAluminum,603-T6• 318' O.DSO' No,58705 (steel,1841 S.S. - Omrn By: or 410 S.S.) Steel stud,Or.33• 318' 0.0451°(10 Oa.) 'n : �= ® Deeerlp6on: F Steal,A3e1 318• 0,050" THMIN,OF 3READS BEYOND 0'W '1 � )S �w= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(813=.ti5) 9118' 1316" THE METAL ''P ST TC _ 1070 TECHNOLOGY DRIVE otic aOte #128M9 Aluminum 6003.76' 316' 0,063' SUBSTRATE.FOR 'AUC''•,,R'LORI�P''��� N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1"S.S. STEEL STUDS, �'�,FSS F,�` (941)-480-1600 or 410 B.S.) Steel Stud,Or.331 318' 0,OW MIN.Fu-46 KSI 8 ��,,SIONA��,� ( ) Seriee/Modeh. $Cale; Shea: Oradnp No. Rev; Steel,A331 318" O.W MIN.Fy=33 KSI. A.MRM1ftI!A,P.E. CERT.OF Aunt. /28296 SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.n 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. I - EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD T �+- 114"MAXSHIM 16 1l4•MA%SHIM --►I �- ° FRAME OR BUCKSTRIP. T -7— - I I - SEE NOTE 2,THIS SHEET. EMBEDMENT T SASH VISIBLE 17 EDGE °EDGE .;„' �� 18 LIGHT WIDTH �(-' DISTANCE FLANGE FRAME 1 D SHOWN DISTANCE ° .° 44 BALANCE •� .1/4'MAX TYPE VARIES -- TYP.ANCHOR SHIM TYP.ANCHORTYPE, 42 WITH SASH o TYPE, 2 TYP.ANCHOR TYPE. EMBEOMENTAND WEIGHT 54 EANDEDGE MBEDMENT EMBEDMENT AND EDGE EDGE 30 31 DISTANCE PER DISTANCE PER SUBSTRATE, DISTANCE PER Q EDGE SUBSTRATE. O SEE TABLE 2,SHEET 2. SUBSTRATE, ° SEE TABLE 2,SHEET 2. o S L EXTERIOR In` DISTANCE SEE TABLE 2, 16 87 L\ SHEE72. FIXED VI IBE 4 1V\ FIXED 10 2011 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE JLIFT RAIL F ,E I 2 ILEGMOX I BUCK WIDTH LIGHT II{ FOR ALL WINDOWS: OTES: SHOWN FRAME HEIGHT 1 ANCHOR 4D 3.65• HORIZONTAL SECTION A-A SHOWN 49 43 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINLJWSTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. SCREWS®18.3!6" INSTALLATION OPTION SHOWN MAY 14 45 46 47 O BE USED ON ANY SIDE OF THE 35 FROM END. WINDOW. 1/4•MAX. _ FOR WINDOWS WITH O BOTTOM LOCKS: SHIM HID OR H12 STEEL 1/4'MAX. BUCK 50 0 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY SE SELF-DRILLING SHIM HEIGHT SCREWS®8.318' USED INTO WOOD AS PER TABLE 2, SMS(OS),SEE SHEET 2.ALL WOOD BUCKS LESS TABLE 2, D� 85 30 T— FROM END. THAN 1.1/2'THICKARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS �1 DEPICTED AS 2X ARE 1-1/2'THICK 86 OPT. I- 18 USE EITHER OR GREATER.IX AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED n�1 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL a. INTERIOR 81 31 30 64 TESTED UNIT THE 6TRUCTURE.WOOD BUCK FRAME tJ LEGIBOX WEEP LOCATION:"18' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT B0 FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 06 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION J3 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 Approved as eomptylagwith Bis 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH ' EQUAL•LEGIBOX OO❑ 1/4'MAX SHIM BEADING TO BEADING. \\I I I I 1 Dole, dd u8 FRAME SHOWN 1 FRAME INTO METAL FRAME INTO METAL NOAp c CNV LYNN 4 /i,� Revised By: Date: Revision: M171 de Pr uU 27"X 1.25' .. � � �` ���' \.\CENSE' My WEEPHOLE - NO ANCHORS P: Revised By: Dole: Revision: W/COVER @O : REQUIRED IN VISIBLE LIGHT FORMULAS `5} No.56705 2.87'FROM 39 + a FLANGE OR _ EACH END. EQUAL-LEO WIDTH _ Droxn t6^ FRAME SILLS ®SASH:BUCK WIDTH•6.1/2' ® Description: @FIXEDLITE:BUCKWIDTH-4.3/8• ;p`:��7,A ►S FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 'E0 HEIGHT(EQUAL•LITE) ' '� F \ti 1070 TECHNOLOGY DRIVE TI(le: BUCK ',�� ''��R��P'' G�\� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B , i (941)-480-1800 Serba/Model: SwN: Shoot: Droxlnp No. Rev: A.L�IJI�IILI ER,P.E. CERT. OF AUTH. #20295 SH-5500 NTS 3 OF 13 MD- 01 P,E.D b6705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR If EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT - NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 1!4'MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE LIGHT WIDTH 17 FRAME I` DISTANCE PER SUBSTRATE, ("� SHOWN -t- SEE TABLE 2,SHEET 2. U - -- --� o - (SCREW SHOWN) 44 BALANCE EMBEDMENT 0 TYPE VARIES -•o - -- 0 1!4'MAX SHIM 42 WITH SASH EDGETYP.ANCHOR TYPE, DISTANCE /—� WEIGHT 30 EMBEDMENT AND EDGE O L— 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) D�o EXTERIOR 87 TYP.ANCHOR TYPE. INTEGRAL EMBEDMENTPER D EDGE SUBSTRATE, 19 r, FIXED VISIBLE 3 FRFIN AME DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2, J-CHANNEL FIXED 20 OPT.SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL FRAME SHOWN (NAILSHOWN)1 LIGHT HEIGHT FORALLWINOOWS: NOTES: SHOWN 1 ANCHOR @ 3.65' BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72OVER 36•WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114,MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 14 46 48 47 O SCREWSINFROMEN@1B3R1' ESUSED AOINANY SIDE OFTHE ON OPTION SHOWN MAY 36 FROM END. WINDOW. BUCK FOR WINDOWS WITH O BOTTOM LOCKS: 910 OR 1112 STEEL 114'M>ix HEIGHT 60 O 16 ADD ADDITIONAL 2)MASON WOOD ANCHORS PER TABLE 2, SELF-DRILLING SHIM SCREWS @ 8.318' SMS(G6),SEE 85 T_ FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, 30 THAN 1-112'THICK ARE TO BE SHEET 2. U SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT 88 BOTTOMSUBSTRATE.WOOD BUCKS OPT. LO LAT (SHOWN) DEPICTED AS 2X ARE1.1l2'THICK LO BOTTOM (SHEET 3).18 OR GREATER.1X AND 2X BUCKS (2)1- 81 3D 86 63 TESTED UNIT TOP PROPERLY SHALL DESIGNED FIN AN WOR LOADSDlOR INTERIOR 31 LOCATION:8.518' FLANGE REMOVED TO THE STRUCTURE.WOOD IN-FIELD BUCK n WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE I I NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN tJD o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT ,J-1, OPTION S OPENING IS MEASURED FROM OPTION v/ AprldAI od<omilylnpwllhlhs 1/4'MAX ) ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Florid. uld ng e INTEGRAL FIN BEADING TO BEADING. INTEGRAL FINIFLANGE REMOVED FRAME SHOWN Q SHIM `1111 I I I 1111111 INTEGRAL FIN INTO METAL ( ) NOAH o \\��O�•,,,.,.,., 1/�C// ReHeed W. Date. Revivion: emlD eProduct 27'X1.2VWEEPHOLE ;�a'� �1pENS F 38 W/COVER @ 2,87' } Q. . F '. i By--. FROM EACH END. �— I VISIBLE LIGHT FORMULAS = 1;' �T ReNsed By: Dote: Rwlrton: No.58705 TYP.ANCHOR TYPE, EDGE DISTANCE – EMBEDMENTANDEDGE WIDTH - = am By: DISTANCE PER SUBSTRATE, — ®SASH:BUCK WIDTH-6.1/2' _-0 p !Y= ® D.sorlplW: SEE TABLE 3,SHEET 2. —�EMBEDMENT @FIXED LITE:BUCKWIDTH•4.3l8' %� ••, 4 �s ltl; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �Q�•. TAT•OF ��� HEIGHT(EQUAL-LITE) 1`4ORIOP.•'' \\ 1070 TECHNOLOGY DRIVE 7711.: Date' INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTP2.3-15/18' S,y� rc`\G ` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 11fit NAL1 ,, (841)-480-1600 INTO 2X WOOD FRAME OR BUCK- Serfea�llodd: X10, Sh.et: prowinpNo. Rev: STRIP.SEE NOTE 2,THIS SHEET, A.LYNN MILLER,P.E. CERT. OF AUTH, #29295 SH-5500 NTS 4 IF 13 M D-SH5500-01 P,EA 58705 —►{ 7/8'No I+ •--� 718'N 7/8'N 718'NOM. 7/8'NOM. 5/16"A/A PVB I 5/16"A/A PVB I- I 5/16"A/A PVB I 5/16"A/A PVB I I 5/16"H1H SG 7/i6"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE---\ 1/8"A GLASS 1/6"_T GLASS 3/16"A_GLASS 3/16"T GLASS 1/8"A GLASS GJ EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER L CARDINAL SPACER CARDINAL SPACER Fm 11 1 CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —►{ 7187 No �— 718'NOM. —►{ 7/8'NOM. 7/8'NOM. �+— —"� 718'NOM. �— 5/16"H/HSG I 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7/16"AIA SG 7/18"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 5/18"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS—, 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR G]EXTERIOR a EXTERIOR G]EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. 718'NOM. 7/16"A/ASG — 7/16"AlA SG 112"NOM.GLASS GLASS TYPES 8 THROUGH 114"AIR SPACE 1/4"AIR SPACE--\ 78 OR 77 OR 78 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 6,7,e,11.13 DURASEAL, DURASEAL, — 31 ' GLAa 15 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE HVHZ ABOVE 30'. CARDINAL SPACER17� CARDINAL SPACER a GLASS TYPE 15 Approved]no yleg wllhro GLASS TYPE 16 Jm�1de nl IngC cele 38 30 /1111111 H0A8 LYNN hjYee" ReWaed 6y: We: ReWrton: •M J U de product �� .-`\%GENSS '•:F� AVI Q�Ll : Q 7� Revised By: Data: Revlelon: No.5B705 At GLAZING NOTES: ' A7:ANNEALED - _ ® DeeMpBoru Drawn By: TYP.GLAZING DETAIL 'H" HEAT -'O 171fE �s a� GLAZING DETAILS J ROSOWSKI 'P1/B?=080RBUTACITE®PyBBYKURARAYAMERICA,INC. %ED �� `��� 1070 TECHNOLOGY DRIVE Tills: Dole: Sm' � '�� CORIOP.•'U.�; SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'SG'w.090'SENTRYGVI BYKURARAYAMERICA,INC. i N. VENICE, FL 34275 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. rr5 9/�O/N�lA1I1 �? (941)-480-1600 Serlee/Medol. Saole: Shea: Drawing NO. fter. A.LI/IIR MILER,P.E. CERT. OF RUTH. /28286 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E1168705 'M;, TABLE 4: T BLE b: T 8 E 5: 014-77yM• D##tgn Pramaum,tb#IItT! '�!`.''!• o�• • Bona.e•.h sssfiflew Dastgn Plps#urs,W#!Rs 010s4 ttP.• Oe#lgn Pre05um.R181R2 •/•50.0 -1, MIN.L.wl t.o61/ Rwo Repo Pal sm t gTie 1'''. R2 "tom 1 sins '155.01-70.0 RolR1 For.n WWOdm IL-h.Ix.tti` t"4441 23.5 EgWX. ttaw +15.0 •mA +OSA -704 R.lnLra For 44 Wpidow.rd...h.e.. SWdudConp• 11517.15670 '05.0 .70.0 415.0 .70.0 LE SEE TAB0,9HEETBFOR za EWslil. 11.563.".6ib 165.0 -700"' .15.0 -15.0 SEE TABLE 10,SHEET 9FOR ANCHOR GROUP AND QTY:UANTI +•.•', :,'�.', SUf4Wd Pw4.w 111217.11.687 .15.0 •mo .15.0 •70.17 ANCHOR GROUP AND QUANTITY. T.ba 23.617•x5268 .85.0 -ma +aSo -70.0 6undad Call.. 20.9)0.23318 406.0 •70.0"' .154 .70.0 • 37.376 Etiotm. 17.617-20.957 .15A -TGA +26.0 -15.0 ( at..dd R"M "6117-VAR +05.0 -70.0 +154 •70,0 sh.t t ftarr-".5t5 "$A .10.0 .154 .70,0 Tsdt.l 21.11m.31Atf +65.0 •Too .66.0 •70.0 Cmtom Els. 26517-27.6011110.0 -7040 +05,0 -70.0 HEADER sf.ndud110p. 21.517.25618 +564 7042 1.a5.o -mA 44 1:q,.w. m5u.z3.51e .1542 -15.0 .46,01•mA HEADER 23 SImIdWPral.w 17.517.20,615 4154 40.0 +050 •mA 23 Cml-we. ".517.17315 465.0 -70A .65,0 -704 0 6hm.1 11.777.14616 +05.0 -70.0 +6110 40A 70.1 31.667.36.911 +854 •15.0 +65.0 -",0 +' SI.mbldCot" 20.617.31,662 +050 •70.0 +66.0 •7040 O OMEETINGRAIL EpW110 20.617.26.516 +dSA •704 .61.0 .700 MEETING RAIL 4e IRXW*dPmi- 11.517-2D318 +os.o .70.0 +eu 470.0 25 0 Cm1a9s1m f4,617.17.618 .15.0 470.0 4154 -7040 27PXT6 En Cmlaa sin 12.517.14.615 4654 -70.17 +65.0 .7" erat..1 11.377-12.615 465.0 .700 +154 •15.0 E TERROR 0 7517.1o 63206.37.235 4150 -15400 1154 MA 23 0' emd.do0p. 26217.52x7 1864 •70."" .-15:0 20.0 JAMB E0.W. 2).617.26.616 4654 •70,0 +260 -15.0 JAMB 23 Exr_twm 4p� Cmfanshr 2a.6v.23Ate 485.0 470.0 +65.0 415.0 Sq '7gI 9t-ftdp.d.w moly-0316 .55A -70.0 +660 -15.0 €1SffB a SASH <�7 HEIGHT 3 C wm6ue 14.611.17.615 +05.0 -70.0 +85.0 •700 HEIGHT Cmmm ep. 12517.143u 485.2 .%0 460.0 -mA srrd..1 t12n.ust0 .W,C 415.0 405,0 -150 T4nut 66.517.4144. .654 1-15.9 1+15.0 •70.0 23 s.adwC.11" 31.617.38Am .55,0 -70.0 415.0 •70.0 23 p E91"- 20617.31.516 .68.0 .150 4Wo -15.0 1� SILL II SWKWd PW w 2331?.20.618 .554 •70.0 405.0 •7010 911.1. '1 IVI 02 C-W.W. 20.517-i.ma +58.0 •70.0 .01.0 4154 n cm+aoeu. 57.617.20.516 .560 •m4 .15.0 -mp Cmt.m Sin 14.617-fr.61e 485.0 •70.0 415.0 a8.1 cmiansia. 13-011 14.518 +26.0 44.0 w50 ala sh4n1 1f-861.113.018 +654 -15.0 .654 MA 4� 760.1 30-517.41.6" .W.0 .15.0 +65.0 70.0 CWIom 61. 30.617.30316 .65.0 -70.0 4854 •roA Equ". 35.611.35316 .050 •15.0 +154 -mA SECTION DETAIL FOR WINDOWS WITH 76 C Io.sus 32317.35.51, .660 •15.0 4654 •7040 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 8 7&8 SWAWPla ev 29317.32At5 +154 -1540' 4154 -1540 LEVEL R2 REINFORCEMENT&GLASS TYPES 5 8 7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE cmum61" 28317.29.616 +694 -7040 480..0 27.3 (REINFORCEMENTS ENT&N FIGURES TYPES APPLY TO ALL FRAME TYPES 5 shm..t 25.6fs•20.516 +56o -mA .15.0 a66 APPLY TO ALL FRAME TYPES& BOVE CONFIGURATIONS) t9WAs 36.617.41344 +65.o •70.0 +15.o -mo CONFIGURATIONS) 61 Cm em 64. 35077.30.618 4954 -150 .610 ala appm74d'ss eowplyt9R with 10. sund.d Prv4.w 617.6te-u.em 485.0 •70. .85A a's 'g 4AN 91.75ri3ra 41.644 .es.o -".0 +634 abs IhSEE TABLE 10,SHEET 0 FOR ANCHOR GROUP AND QUANTITY. NR0148od By. Dote: Revlslon: M LYNN \GENSF Res med Ito Vote: 11X � 9,1718/017: NOTES: No.50705 ''r ® Deforiptiont Drown Bl': 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL PIN, p• _ DESIGN PRESSURE TABLE J ROSOWSKf iATI tC/� 1070 TECHNOLOGY DRIVE nNe: Dot#: U 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. < '•, c ��Z, N.VENICE, FL 34270 °R!D�"' �' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONFOR SIZES THE TABLE.NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �/�,S/� ��lC?r {841}-460-1500 Sede9/Wod6U 30918:., heel+ Dmwiap Na. Raw A.P. gIyB705 P.E. CERT. OF AUTH-#29290 SH-5500 NTS 6 OF 13 MD-SH5500-01 T BLE ; BLE 8: Dt.11 rips DG.T7p1 144Is a 18 BMIan eOh g.MlW4N 041611 Pressure,maze Of 114 BdI..Sen SaDN.idd D111yn PressuralbW RNM Uwi I ch.,RR." Mn943n# 900 Width mi M A L"of lwS3esdol rt Rye� WMtlaw eOpK WWu o 3 to 40 b 62125 4 3 18 24 32 36 40 8 52125 54 dnp Rtp2. 4 216 fpWi4a 1/.304 470.0•110.0 Me 41ae +Tap.iik0 +70.0•110 23.5 Ewaus. 11.324 +70.0-1{0.6•70.0-110.0.70.0-110.0 •702.•tfoa .700-t1R0 •70.0•110.0+70,0-110.0 .70.01-110.0 BWN.q 0010.40 1.617-16.e10 7740 510.0 1070.0•170.0 -111.0 •110.0 .70.0-070.0 B1.Mu1041002. 14.617.15.870 •700•110.0 +70.0•11D.D 1•70.0•170.0 170.0•110.0•TuD•110.0•70.0•110.0 -70.D-110.0 rasa-710.0 20. Eq ytde 16#W-54.615 •700•##0.O 170.0-110.4.ma.1100 770.0 111.0 EOW+aa tt.®7.14618 +700-1106 700 alae 770-0 70-00 +TRO•510.0 1700.704.0+70.0•170.0 r7cA•1140 •70.0 mR0 Blryra PtaBrx 11.377-".662 770-0.11.0 am...110.0 4700•1fo0 #M01.1100 81210001'r04m 11.777.11.42 .70.0•flop .70.0-110.0 +70.0•Ito0 •70.0•110A 004•110.0 70.0 410.0 •70.0-ilea •70,0•110.0 HEADER Tei at 21017.26288 470+0-110.0+70,0.1160+700.1140.m.0..it" T.W 27.657.25580 .70,0-110.0 Me•1100 170-0.11" +702..11" ma•110.0 +7ao-150.0 +Toa.1100 .76.0•Itoa 810405 Cb6pa 22.068.27.616 1700 .110.0 •70,0•110.0 +70.0.110.0 im0•110.0 sl.Mtrd 00810. 20.258.23.515 •70.0•110,0 •10.0•110.0 •70.0•110.0 00.0•110.4 •70.0.110.0 +70.0-ilDA +70.0.110.0 .70.0.110.01 $[ 27.778 -WdEql.00. it.617.23,515 4700•StRO 170-0-"0.0 47¢0•1700 1700.1010 31.316 £gud4ta i7.5f7.209;J +70.0-110.8 170.0-1100 +70.8-110.0 •700 410-0 •70.0-1180 •700-it" +70.0•110.0 -70.0 BW .140.0 dwd pSgyw 14617.17.6/8 770-0.110.0 +70.0•110. 0.0 0 170.0 01 170.0 •110-0 81.5110 PrOa.w 14611.17.618 •70.0-110.0 •70.0•110.0 •70.0 Mae •70.0 410.0 •70.0-/1D.0•70.1)•110. 0.0 0 •10.0•110.0 •70.D-11 e 87MR{ 1/.37 7-14118 ♦711.0 41DA +70,0•110-0 70.0.107-0 .70.0 Imo BRM.N 1 51.317.14.616 •7aA-140.0 Mo•110.0 +10.0 410.0 •704-ties.70.0•11.0•70.0.110.0 170.0•107.0 .74.0-101.0 T"I ar.S4.06011 470-0 MOD *70.0 •020 •710 40,0 +n,0 7211_ T.Y+I 21.W7.31.a11 .711.0 •11D.0 +70+0•110.4 •70.0•iiall •70.0•110.0 •70.0-11D,O+70.0 49.0 •70.0 4110 70.0 -0OA drlameW 70.51!•27.507 7100.1 111.0 .70.0.1100 70.11 a0.a'770.4-114.0 CuyemBW 2eb1T•27.5e2 170.0•119.0 •70.0 4109 1 70.0•710.0 •700•11.0 .70.0-119.0 •111,0•110.0 170-0•110.11 .70.0-110.0 O MEETING RAIL sta�drdib414a 23.817-10.6#8 470.0.10.0 +mea•110-0 .Tao.1100 1700 •iiaa #illMrdcod2. 23.61T•z1af0 110.4•110.0 .lap masa QO.D.11.0 •70.9•1100 +Too 111.0.702..110-0 "filo•710-0 770.4•114.0 M EOniA. 20.817.23.515 070-0 ."Deo +70.0.111,o 90.o 7010 +70.0.110.0 44 Egw"s 20617.23.618 •70.0•110.0 +TOA-nap .70.0.110.0 +70.0-110.6 •70.0-116.0 +70.0-110.0 90.0-110.0 900 414.0 0.7 D Siryad PDMlw iT..517.20.6#8 .m2.•110.0+70.0-{110.0+710.110.0 4700-150.0 8"04WI'M tar 17.517.21616 •".a•11114 .70.0•1100+m2.•il0 •70.0•110.0 .700-St0.0•70.6•110.6 •70.0•1110 70.9-110.0 EMERIO cwlo.Sial 14.517.17.5165 470.0.110.0 470.0."0.o 770.0•110.0+700•110.0 0101vieek 14.617.17.510 .70,11•1100 +70.0-110-0 90.0-110.0 -70A 410a •70.0 41D.0 +70.0 410.0 •70,0-110.0 •70.4 410.0 n O Shaaai 11,377.14.5/8 .70.0•112.0 4700•110.0 +70.0 407.0$70014010 BhaMtl 11.377.14.61 -Mit 450.0 •70,0•110.0 +700•110.0 .70.0-110.0 72.0•110.0 170.0•iw.e ♦MO-101.0 *70.0•1010 V Q 8 real $1,653-38,011 +70.0 -1 IDA 170.0 492. 470.0 -w.0 +70.0 .40,0 T.lo1 31.697.35.011 •704-710.0 +70.0-110-0 •700 410.0 70.0 41D.0 90.0-110,0 •70.0 40.0 •70A 410 .70.0 40.0 25 SiuEgMa 0apa 2-0817-36 682 MD•110.0 +700-1#0.0 77-00•1100+700.1100 8tmoadcMaal 26511.31.612 .709-110.0 470.9•1#0.0 +70,4."0.6 770-0•1100.716-110.9 170.8.150.0-700•11-00 t7R9•1109 JAMB EW.HN4 20.617.28.610 +70.0•110.0 +70.0•110.0 47x0.110.0 0700-0110 Et3iy-011 20017.246165 •70.0•110.0 +70.0•110.0 .70.0•110.0 •10.0•110.0 90.0-110.0 •70.0•110.0 2.0.0•1100 94.0•110.0 EXTERWR SASH e w-AwdPt I 57.577.20,014 moA#9A 470.0-"00 77a0•5110 070-0-"0.0 49 BGMudp.A- 17.617.2461 'Tac•11Ao •70.0•ita0 •70.0•1100 .70.0 410.0 .70.0.1110+70.0•"0.0 .70.0-11" +700-1100 4 tOwWe Sla. "517.11.61 .me.110.0 170-0•110.0 170.0-1100 +70.0•1100 c0y0m844 14.6/7.17.518 •70.0•11D.0 •70.0•1100 700-110.0 •70.0•110.0 70.0-110.0 .70.0-110.0 •7D.0 410.0 -70.0-110.0 HEIGHT omem61. 12,517-030 .mea 41MO +".a.10.0 4700 4100 1ma 410.0 cod-Bin 12511.14.61 t 90.0.110.0 *700-110-0 +70.0-lila +mll-two-Toe-nmo+7ao•71.0 .70.0.110.0 +70.0-1100 SECTION DETAIL FOR g shod"! 11.377.11.516 .70.0•110.0 470.0.110.0 41o.0•lloa +704.110.0 g GOWW1l 51.37/.12310 170.0 410.0 -70.0-116.0. 170.0•110.0 70.0-110.0 70.0-110.0 70.0-lio.0 70.0-tio.0 -no ma° WINDOWS WITH TdW 33506.37,636 470.0.110A 470.0 404 .m-a 434 +m2. 404 H TO." 33.208.37A38 70.0-110.0 90.0.11101-10.0•110.0 •m2.•1100 Me•1}0.0 •709 -0011 •70.0 432. +70.0 -00.9 ewwatpip. 10.517.33201 .m2.•110-0 +m.0.410.0 Nae also 0700•110.0 i BiMagC08401 26617.23507 170.0•110.0 70.0 x10.0 +70.0•110.0 •70.0.111.0 +70.0 410.0 •10.6•110.0 •70.0-ileA 70.0-110.0 LEVEL R3 REINFORCEMENT 25 1! 65 21677•all$ 4rao a10-o .m2.. 0..o +7ao.1100 +70.0•"p.0 '� Sweat 21ev.z8.51a 00.0 0111-0 110.0•110.0 .70.9•110.0 .70,11•1100 .710•1110 +70.0•110.0 •70.0•110.0 •700 410.0 &(^,11,666 TYPES 9-16 d " 1080 a�ikmBae_ 21,517.23.516 4700•17oo #700 0700 .m.0.-flag Oma."0.A m curaneus 2o.;v23.5165 7a.D.no.0 .70.0.•112.4 1100 010-0 +rao•flo.p .m.0.-110.0+10.0-11D.0 70.0•110.0 110.0•112.0 (REINFORCEMENTS SHOWN SILL 42.e:a Bi E.861"1 17,00-20618 +70.0 700.0 +m.0.-140.0 .70.0•11x0 +10,0-110.0 BLMagPi411w ".617.20,8}8 7aa-110-0 lap•11,0 vD.O•"aa 70.11•110.0 .79.0•flo.a 7o.a•110-0 70.0•110.0 70.0•"o.° IN FIGURES ABOVE APPLY 14.6}7.17.616 476.0.116.0 170.0-110.0 476.0•11.0 .76.11•110.0 tAtypm8us 14.617-17.516 -Too-114.0 •70.0 x10.0 702.7000 .70.0•{t0.0 170.0.110.0 7ao•116.0.70.0-110-0 ma•110.9 70 ALL FRAME TYPES Wlam Blas 12611-"Ate -70.0 moo .m,0.-"0.0 +700 4110 -70.0.iw,0 ME But 1151T•14.d56 742.•710.0 70.0-110.0 00.0•nao 70.0-510.0 +70.0.110.0 170,0-110.0 +70.0•110.0 00.0 470-0 CONFIGURATIONS) fi#Mui "377-12.51 070.0-7511.6 170-0.116-0.m0.itac+7ao-m. SWIM 11.371.table 110.0-110.0.700-110.0 .70.0•ti0.0 +70.0.11110.0-70.0•1#10 -70.0•114.0 +70.0-110.0 •70.0•150.0 fYlnl 4.617.41.80 470,0.1100 470.0 x10.0+70.0.110.0 170.0•110.0 T.Wd 30617.414644 •70.0•1100 •710•710.0 •700•{10.0 .70.0•110.0 •70.0-110..0 •70.0.710.0 •70.0•110.0 •70.0-1017 0 8 002.4. 31-017-30.556 174,4.1100 470.4•1#10 4709•iik0+70.4-it0,0 Str4agco8.2. 31.5/7.36518 -70.0.110+0-70.0-110.0 .70A•71100•700-15k0 70.0 4100 •70.0-110.0 -mo-108.5 1700-Ina E ieG 20.617.31.616 +700 700.0 470.0•110.0 -10.0•like .710.110.0 Egwd4lo 26,517.31.516 70.0•110.0 70.0 410.0 -700-110.0 NOA•110.0 NO.D•110.0 .70.11•110.0 770.0•101.0 +70.0•102.4 BGtdWPrwLx 21677.26310 170-0-150.0 .lap.5140 +70.0-1100 .ma•119.0 SI.Mrd Pt04ew 21611-25.510 +74.0-110.0 +70.0 410.0*70.0-110.4 mo•110.0 .70.01-110.0 •70.0-110.o-76.0•1100 .70.0•166.2 Qlilirll out 21817.23,616 470,0 410.0 +m2.4110 470.0.1100 ma.110.0 62 Cwdom 8u4 20.517.23.515 •T0A-110.01-70.0-110,4 70.0•110.0 •70.0.170.000.0.110.0 -70.01-110.0 •10.0.110.0 •70.0 .101.0 U.a1a11 Bur 57.617.20.618 870.4 Milli .#100116-0-11-00 470.0-1104 Cndemsul 17,6}7-20316 70.0•1110•72.0-11.0 •709-1510 +70.0•110.0+70.0•110.0 •70.9-010.9 rraa.1104 +70.0•}pRe CupmGua 14.417.17.51 4700 •110.0 47DO•1110 +70.0 410.0 WdOmBu. 14511.1).616 70.0•110.0 70.0•110.0 +704•110.0 70.0-100.0 7ao•10x8 70.0 x006 70.0.101..5 +70.0•1006 L stemetn w.517.tiA1 +m2. •#{Op+m2.-1104 . -510.0 Oaalmau. 13417.54.5le -700-110.0 •70.0-110.0 •700 4011.2.70,0 0007 .IAO : 1 .792. -0L{ 1700 444 +100 941 604.0 11.861.1.010 1700 •110.0 479.0 x110 +700•110.0 ShaMN 11.-061.11010 •70.0•110.0 70.0•110.0 +70.0•1020 •70.0 41.0 70.0 413 NOA 40.1 NOA 40.0 170.0 10.0 TOM 31517.4600 -10A-110.0 -10.0 419-0 170.0-1148.70.0.110.01 Ta i 32417-41144 *700•110.0 70.0-110.0 08A•110.0 +70.0.110.0 11-0.0•119.0 +70.0•11-0.0 -70.0•COLS *10.0 46.0 0.810111 Sup 38517-39.610 770.4 410.0+m2..110.0 170.0•110.0 .70.0.110.0 cusim size 36617.39318 .10.0-110.0 +70.0 AIDA -10.0 •110.0 70.0-110-0 •70.0-ilea +70.0•to0+10.D-101.7 -70.0 -065.3 Egealol. 36617.4Aw .702. 1100 +m2.-11e.0 4700•110.0 +mA 'it" Ewd4l; 36617.30me 76.0•110.0 702.-1100 •70.0-1149 -70.0•110.0 170.0-110.0 •70,0-110.0 170a-1004 •70.0 45.0 7S (1114111 eua 92857.36,61 +70.0•110,0 110.0 mea+70.0-ita0 rmo.110.4 7; LLyom Bul 326#7.38310 .70.0-1IFA.70.0•110.0 1700•110,0 .700-1tO.o 70.0-110.0 -70.0 map -70.0-160.7 •7g8 45.2 EF%mwa Pro4.w 20.617.32-01 170.0.110.0 R..110,0 470.0 4110 4700 410.0 91andardltDOr 22.517.3231 j0ijloO�00 70,0-010.0. •70.0•110.0 +70.0-SID4 •70.0-110.0 NDA-Wa.5 •70.0-101.8 •70.0 41.1 0.01.5111 Bila 26.617.29.6#8 470.0-11660 470.0 5100 1ra6.110.0 +706.118-0 Cw.t-olio 26651-20.5#8 .0 . 70.0•702.4 +70.0 -069 •74.0 -90.4 779.4 962. -700 46.4 Bhw11N 26618.26.616 070.0•110-0 .70,0 4100 +70,0.110.0.70.0 410.0 med.t1 26618.25.516 0 70.0-110.0 70.0•104.8 +70.0 -00..1 70.0 -064 •70,0�42.4 +70.0 -02.4 70.0 924EguyM. 30.517.41.644 470.0.110.0 mo also .m2.-110.0 Oma 4104 Euy9G 38.657.41344 0 . 0 •70 +70.0 410.0 •70.0•1100 +700 +70.0 46.7 .700 -9m 4 Moan size 4817.86.610 +70.0•110.0 +10.0•110.0 +70.0.110.0 4700.,t00 84 gMwaft. 35.817.30615 0 70.0 700.0 •70.0•107.9 •70.0•1024 -70.0 -08.9 +70.0 -70.0 -064 +70A -01.5 8irdadPmbw 13.816.4.51 +70.0 4104 +m.0•"D.a 110-0•7164 +10.11 410.0 8lrgagplyaw 3181.4.;118 0 170.0 700..5+700•1425 710 916 •70.4 413 •70.070.0 -042. •704 -040 0 .110.0 5170 TM01 H.6// 0 70.0•110.0 •70.0•1025 +70.0 47.0 •70.0 47.3 00.0 •70.0 -00.0 2.0.0 40.0 xppr6vD�tu�ompl;Ing 1011.5 W> BEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. p#m 106 al lag ode Date \\ // RoWaed By* DOta: SOAP! a�yy LYNN hJ/��''4 R6debnt MIy p Prnllud C i ?•'\,1G£NSic (� ii RaWed W, Data.Data.NOTES, No.58'105 ^' J(IA Deacrlptlont Drawn Byt 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FiN. //T�� ,S' ;• DESIGN PRESSURE TABLE J ROSOWSKi ^"'F Dob: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %�>�••. 1070 TECHNOLOGY DRIVE AGe: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN rSS1 IVnti �r '' Nt0v;elN�Ic 0-1600 1FL 8 SINGLE HUNG WINDOW rINSTALLATION-LM 05/15/15 ON THE TABLE. / �!LrYM(J;kILL Eh,P.E. CERT.OF RUTH /28206 SH-5500 NTS 7 OF 13 MD-SH5500-01 P.E,#58705 a c Oi aL-3'L� di LL L r �• Q r U! Oz— Oro # AKW n NnN N N N N N M N 'L.• w. N C C (�g xA+ePB n n d.•r n Q a aDlq{ N dn.NN N .Nd nNN Z .L � aA.DPO N NNnN n nnn N N. 1jMK{ « N N N N N «NNN C � Z WaA+DPB NNd n N N N n N. _ � 1pl k n N NNQ! 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CCCflCCflflflflflCCCflflflflflflflflflflflflflCflflflflflflaflflflflflflQflflflQCflaCQm CflflCflflflCCCDflflflflflflflCCflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflm� .. flflflflflflflflflflflflfl©flflflflflflflflflflflflflflflflfl®flflflflflflflflflflflflfl©flflflflfl- DCCflQDflflflflflCDDflflflflflflflflflflflflflaflflflflflflaflflflflflflaflflflaaflaaQ CflDCflflflCCDCflflflflflflflCCflflflflflflCCflflflflflCflflflflflflflflflflflflflflflflflm flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl�"7 CCCflCCflflflflflDDCflflflflflflflflflflflflflaflflflflflflaflflflflflflaflflflQC©aQQ��. c�©0© ��OC©©©©©©©�©©��0� ti - �- SAW" 3.600' - 3.500' - 3.500' . -r�r- .082' ��- .062' -�{�- .062" 082'�I - P Pi 1.483° rr---- ��11 1.483' 1.483" 1.483' .070' -►I�-.-- .0" 1.184' f•i- I o�O ��J�Q �Q� �(���1 .715' .810' t� .070 y L�� L UU _LLL .826' .82b° � 1.185 � -�I i� •150 O HEAD/JAMB F`�"'E O O H AE DJAMB FLANGE ME O FIN FRAME O HEAD/JAMB FE'''E 23 LIGHTSASH HD SASH 1.376' 1 2 1.376' HEAD/JAMB OREINFORCEMENT OREINFORCEMENT 3.483' -r{ 070" 1.182" I+ 3.483' - 3.483' -�� 3.483" --1 + .070" -�{�- .062• -►Ih- .082• .OBz' 1.038" 1841-(i --IF-- .osr 7Br I� IIp�� 1 L TT LI -yu-- 130• CI " 2.444• •D -yam 1.331• f- --�{ 1.340" I►- 2.444 2.444" 2.444' I STANDARD HD MEET IN 27 G RAIL 28 MEETING RAIL REINFORCEMENT REINFORCEMENT o oma° I r2 '8'25" C- NEL 25* FLANGE O O FRAME SILL Br O8 FRAME SILL 1.376' �j SNL E O FRAME SI EQUALLEO i 1.376' 01.872" -►I 1.841' I 1.215' Imo.. 2.100' 1.472' 1.866' 1.630" I SII 1.378' I .375' . .35j 5 .6gp•Ir-71-L 050' . IIJ.69i- 0' 050'.066' 086 .974" 1A0T036 .07 . 070"'+ 347' 14 MEETING RAIL 18 SASH RAIL 17 COV CE SCREW C FIXEDSASH S7P LIFT RAIL LIFT RAIL BEVFLE BEVELED R 18 OVER 1B INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER ApIllwed m comp(Yio6 vvlth Ph. Florld D:Idln c ' Uelc� Revised By. Dote. Rovislom Miami Dade Produd Conhot 316' 300" ON( LYNN 41/ -� .86Q4" .176' \�`c�,r•'•\.IGENSE'•(�F� Revised By: Data: Ravlalon: DY. �.764' .750' ii f �J - No.50705 .035' -+�+- .025' -���- ® Description: Dmwn By: WINDOW EXTRUSIONS J ROSOWSKI LAM]IG EXTRUDED ROLLED S 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME '" 4i SAE P fV 1070 TECHNOLOGY DRIVE OtN: Date1 FLORIDN•,.•'�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/1H,15 •."""'• G,�\ (841)-480-1600 iv �UNn�.EN.`" Serles/Nodel: Scale: Sheet: Dmwln9 No. /A�U'NN�.1140er1.P.E. CERT.OF AUTH. 28296 SH-5500 NTS 11 OF 13 MD-SH5500-01 RE JI 58705 TABLE 12: TABLE 12,CONT.: Bill of Msterlal BILI of Material,cont # Pan# Description Material # Part# Description Material 1 620101 Single ung me ea am -J•Channe PVC 6 0 ock Mechanism 7S tee 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack Cast One 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720196&6 Auto Lock Corer Assembly Cast One 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 78XI180PTX#8 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame SIII-J•Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 8 620100 SWDH Frame SIII-Flange PVC 60 ?78X34PPA #8 x 314"PH,PH SDs(Keeper Screw SS 7 620107 SWDH Frame SIII-Fin PVC 61 420181 UR Beveled Tilt latch Corner Key PVC S 620108 SWDH Frame SIII-Equal Le Box PVC 62 420182 UR Pull Rall 711t Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL #8 x 3/4"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rall(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 66 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620166 Pull Rail Interlock 6005 T5 At 67 420188 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Rall Interlock Cover PVC 68 720182 IMetal Tilt Latch Finger Pull Cast One 21 620167 Beveled Interlock 6005 T6 AI 68 420180 Phrol Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 60 720208 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cost One 25 620162 HD Sash Reinforcement 6063 T6 At 84 720194 Sash Pull Handle With Latch Assembly Cost One 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 66 7834FPT #8 x 314"Ph.FH SDS(Pull Handle screw) SS 27 620154 HD Meeting Reil Reinforcement 6005 T6 Al 66 420186 Bottom Latch Strike Plate Cost One 30 81644 Weatherstrip,,187"x.270"Fln Pile 67 1 ?7868B #8 x 6/8"Ph.FH SMS Strike Plate Screw SS 3T 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lemi I.O.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlls 74 Backbedding,GE 7700 or Dow 791 Silicone 33 01825 Weatherstrip Plug,.220"Flnseal 76 7164ON Setting Block(716'x 1"x 118"),85+1-6 duro. EPDM 35 78X1 MM #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 Quanex SuperSpecer nM with Hot Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 77 Quanex Duraaeal Spacer Composite 37 71669SP Meeting Rall Screw Support Plate 6063 T6 Al 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 81012 Extruded Screen Frame Alum 40 720X7000( Constant Force Balance 81 1 81011 Roll-Formad Screen Frame Alum 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGL821 IScreen Comer Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X2 PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Comer Key without Pull Ring X 2 PVC 44 78X 14FPAX#8 x 1.1/4"Ph,FH SMS (Spiral Balance Screw) 4108S 85 70ASPM Tension Spring SS 88 616IBC48 Screen Cloth Fiberglass 87 81836181814.140"Screen Spling Machino/Hand Rolled VIny1 o.pproved oe complyrex with Ih, Florida 01ldin ode 1111111111/� Dale ��l ,......,41/ ��i� Revised By: Data: Rovialm: N4� M17 ami Unde Pro�21mft4l...... , `1!1• "!; ReHeed By: Dote: ROW don7 _ No.88705 �r 5" . ti Don: Dmwn By:WeeP;•1U, BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE'.'. ittle: Dole: NOTES: ��7lS��UN �' �C`�,� N.VENICE, FL 34275 ,. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR MMA EXTRUDER CODE. 11,11 111111 •, Sed6e/ModoG Swirti Sheet: D�awlnp No, Ren 2)ITEMS 0 9.13,16,24,28,29,34,39,61,62,60.71,73 d 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A•LYNN MILLER,P.E. CERT.OF RUTH. /29298. SH-5500 NTS 12 OF 13 MD-S H 5500-01 P.E968706 T OPT.SWEEP LOCK O 48 48 OPT.AUTO LOCK 18 47 zD 67 OR 68 48 85 bt 62 OR 45 l O � 65 OPT.PULL RAIL 82 ORO 19 INTERLOCK& COVER 56 ff O B7 o I Q 86 \, 1 35 60 I OPT. 1IlkBEVELED 21 MITERED FRAME WITH .P INTERLOCK INTERIOR AND EXTERIOR 18 0 8 COVER FRAME WELDS 49 O 18 / d 54 72 X4 18 �••� 72 X4 ` 63 c 60 OR 14 ` ... c8 �$ZDen .............. � •-"••.,, SCREEN ............ "••.,` ,: 80 OPT.PULL HANDLE ASSEMBLY 84 WITH LATCH DETAILS CONSTANT FORCE ;�•, /—l°JJ 18 82 OR 83 ir/ _ 40 BALANCE •• -@.R@ --@@ SPIRAL BALANCE HANDLE Pl 63 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS DETAILS '��•- 88 p 38 EXTERIOR 63 38 �' 69 -••,,• ..........--•.--.- 1TAC}IF 63 1 P rcd e3 tomPl!'IoY w116 fhs A J 6 --•----- 8 TO Florid P ro t�LANOS n Ing t ..,` 111 1111 ................................... '--'-.,.,.-'------------------- - , AN FRAME �%\ ANY l YNN �iRevised W.- Dote: Revlslon: Al.it Dade Pr a ASSEMBLY ® :����''41cENs ��<<F� Rr. DETAILSRevlsad 8Y: Date: Revlsfon: No.58705 >� �`•.�.,, –"0 (iG ® Deacrfptlon: Drown By: EXTERIOR a` EXPLODED ASSEMBLY J =OWSKI =C)' si-Eors '�^ Dal.: NOTES: T'•. 1070 TECHNOLOGY DRIVE Rlle: !��,'•.,<OR1DP,.•' \`T N.VENICE, FL 34276 1)SOME PARTSIOPTIONSNOT SHOWN ONDRAWING FOR CLARITY. i,�5$� ��;• SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J•CHANNEL FRAME SHOWN,PARTS 01&S.OTHER FRAME TYPES APPLY. /�//I/ v C)fVA)_1Fr�,r�� (941)-480-1600 Serlea/Model: Seale: 5 set: Dmwinp No. RW, 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 b 7. p LYry�lIA1I ER,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P E.N 68706 CERT. OF AUTH. /29298 `�tuullr4,r THERMANTRU IMDOORS = : o °ar'1 Fiber-Classic. & Smooth-Star® i 8 U10� ym" N•;Z m MAX OA mCOMPOSITE EDGEF37-7S' FRAME WIDTH \ a IL m d d R OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING ,IMPACT' WZ z A GENERAL NOTES 3 � 1. This product has been evaluated and is in compliance with the 5th Edition(2D14)Florida Z 09 Building Code(FBC)structural requirements excluding the'Hgh Velocity Hurricane Zone" 0— O �( G (HVHZ). c a�' y 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment w s X o r= 0. to base material shall be beyond wag dressing or stucco. O0 a a 3. When used In areas requHng wind borne debris protection,this product compries with m t; Section 1609.1.2 of the FBC and does not require an impact resistant covering.This .9 product meets missile level'W and Includes Wind Zone 4 as defined to ASTM E 1996 and Section 1609.1.2.2 of the FBC. u K 4. For 2x stud framing construction,anchoring of these units shall be the same as that shownEMU o for 2x buck masonry construcKon, re 3 Z 5. Site conditions that deviate from the details of this drawing require further engineering g analysis by a licensed engineer or registered architect. E . 6. Flber-Ckaslc&Smooth-Star Door and Sidegte panels require the use of"J"part numbers and must be stained or painted within six months of Installation. a TABLE OF CONTENTS 3 d SNEErf DESCRIPAON i Typical Elevations,oesign Pressures& neral Notes 2 Door Panel Details 'm 3 Elevations DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) Z CS 4 Hor &VerlicalGrogSections 2X Bu CONFIGURATION INSWING OUTSWlNG z ¢onta as 5 Horizontal&VergcalCross Sections 1 Buck) POSiTTVE NEGATIVE POSITIVE NEGATIVE �tE 08/02/16 i 6 Horb=tal&Vertical Cross Sections Dred to Masonryl saue N.T.S. 9 8 RUcedi&From Anchoring r s X +67.0 -67.0 +67.0 -67.0 overs.ar JK 'm 9 Hardware Details CM BY; LFS € l0 Components See Sheet 3 for Hardware SpeclRcaflons DRAWNG NO.: M € 11 BIN of Materials FL-20468.1 0 o I SHM 1 oF,1 6 d EXTERIOR 1.198" EXTERIOR 1.198r* 1.176, 1.875- OH 1.198" 1.875* 0.406' fi — ll e'� COMPOSITE 0 CAP COMPOSITE P, CAP r 11111% STILE INTERIOR LOCK BLOCK INTERIOR LOCK BLOC STILE 3 o -14 S COMPOSITE HINGE STILE g M, COMPOSITE HINGE (12-7 LONG LVL) (ENGINEERED WOOD) (12,TLONG WOOD) (ENGINEERED WOOD) E z 0 CAP (ENGINEERED WOOD) CAP (ENGINEERED WOOD) W IL 9L 0 HORIZONTAL CROSS SECTION /-2 HORIZONTAL CROSS SECTION c -4 TOP RAIL 0 [COMPOSITEANGINEERED WOOD) m 36.(r MAX 35.813'MAX 35.81.T MAX, DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH r3 r4 FOAM CORE (POLYURETHANE- 1.9 PCF MIN.) T cl 13 F(f� Ellm - ';7 R3 ff ff INTERIOR EXTERIOR INTERIOR EXTERIOR 0 0z ff.P ui Ed Ed Ed Ix FIBERGLASS SKIN 0 0 (0.073'THK.) 0 0 LoU—'BO1TOM RAIL 0 (COMP.) VERTICAL CROSS SEC ON r3--'\VERTICAL CROSS SECTION r4 T1 DAM 08102116 scmz N.T.S. j cw.M, LFS DRWNG NO.; DOOR PANEL DOOR PANEL DOOR PANEL OR 41 P. 42 22 FL-204--.. ci 40 DOOR �HVMWD @PUT Door IsHm—2 OF 11 d \\11111111lr�� ZVI 1 1 1 4 'moi OYre > m o ap o ® « o E3 tit m=U LL maa� m c d 0 2 m 'O H s ;�i�anwurS:.netts<; : 's' <:=:> IL N -- LL 2 2 2 5 MIUJUFACTU Ek ' . s r3 3 3 6 4 5 6 6 SCHIAGE KNOB P51 a � • DEADBOLT: B60 �o X z � KNOB: SIGNATURE SERIES FEQKWIKSEr i DEADBOLT: SIGNATURE SERIES(980) m ¢ SEE HARDWARE HOPPE MULTIPOINT:MPDGART B V CHART (THERMA-TRU) (3 pt.Manual Tongue) � � o: � o .g o a tf m n E N e 7 7 7 O z Z inO El VAM Q B � � m g z E Z V XN 08 OT S16 RIK q oao.en JK m fiber-Classic/Smooth-Star Door Panel Options D er LFS a € Panel options shown are for Illustration and are representative only OPAWINa n N0' Islm➢ar opaque panel configurations guraHou are aTowedl FL-20468.1 m n 5 %M_:L of_I 1 O f •C 1 RtClients\'Themra Tru PERMANENN+-FWda PmductAppMva15\FL-24468 WBDR IT X SS Impact-CompositeW DrwMngs\FL2D468(2014AFL-20468.1-3.daaj,41 �A v - z a �a m - Q! A N t r a x n A w y 0 (t] N pa r y m o n m (0 A a na A a a A ru a v __ �-o H 9t Z �� v •a.� 1 a d g (o w o_ EMB.(fYP.) `^O a n 7 �— v F n • >. � ..a? vZ m v z�` `,pt N!s11e,�s►rrrr ? .43409 r�-r3r o«um.ntr,Pmpmvd Syn :� BWESF ul PRODUCT: �� •.yam PIN I r� THERMA—TRU Ea Nc P 435 09 tat i�� l•,�, .z `� I o g g a� FIBERGLASS DOOR �J. N z jar iltit� 0 PART OR ASSFa7BLY: r/7�� //BUILDING CONSULTANTS, a�*i• 'r N c,r 1+�/,t F.O. Bax 230,Voirtoo. FL 33595 1w HORIZONTAL &VERTICAL ry phone No.: 813.659.9197 = [NO. DATE BY CROSS SECTIONS (2X BUCK) FBPE CA No 9813 REVISIONS 0 2016 R.W.DUMDING CoNBULTA S INC, Malents\Thearm TN PEWANENAA-Florida Product Appmvais\FL-20468 WSDR TF FC SS Impact-Compostte%C-Drawings\FL 20468{26L4)\FL-20468.1-3.d".51 L M ,° 4 e a xo In H a o+ -21 0 4 0 0M IM O O pY Z � 0 • v .. ,o l! Q � r iS1 'A w N a m�O 3 E> y C) n�n s m m m# � � r r Z3LjjZ —, No.43409 _ �tJ-tcf ft'Y $y c S PRODUCT: Docamurt.Prepared Sys i 6TRlCIF r ,+�� n F. Schmidt r�' THERMA^TRU LYDdo r�•�'.JOtOiSW;.•' !� hTBERGLASS DOOR P.E No. 43409 I I o o z o rt�yo .°, rn r L :'i N PART OR ASSEMBLY: G"� BUILDING CONSULTANTS. ��j-lllt P) HORIZONTAL & VERTICCAL d trP.O. Box 23G. Voirico, FL 33595 m NO DATE BY CROSS SECTIONS (XX BUCK) Phone Na- 813.659.9197 TE—VISIONS FBPE C.A. No. 9813 02016 R.W.BUILDING CONBULT.'ns IND. A 1 \\11111U1/// E 1S E 1S � '•' 1 - a MAX. MAX. . ♦/// 1 1111\\, m c C 1 C v z 0 Eo m o 40 41 42 g 9 c°c°W' J�EMIOOR a° 0Z R g EXTERIOR INTERIORa INTERIOR �o VERTICAL CROSS SECTION 4_ VERTICAL CROSS SECTION_ rc ` 6 Shown Direct to Masonry 6 Shown D rest to MosorvT $ of Outs;Mng only w/4.9/16'Jamb Outswfng ony w/G 9/16 Jamb DIRECT TO MASONRY MAX.DESIGN PRESSURE: w/STANDARD STRIKE=t 55 PSF &&& w/SECURITY STRIKE= t 65 PSF � 4'y d O =f= &I C 1 1 L,C y C 1 1 C m E ktv IMHRIOR ^; 40 41 42 O INTOZIOR W N 40 41 42 N aoJill M n 1-1/4"MIN. 1-1/4•MIN. EMB.(TYP.) EMB.(TYP.) F J $ E o EXTERIOR E � E � ° � o 1-I/4"MIN. E o 0 EMB.JTYP.) EXTERIOR Z u M 1-1/4•MIN. ah:08102116 2 a EMB.(TYP.) scm¢: N.T.S. ° 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SEC110N 6 HORIZONTAL CROSS SECTION � -.: JK ,� 6 Shown Direct to Maso 6 Shown Direct to Masonry cxk er: LFS 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/4-9/16'jamb 16' Outswing only w/6-9/16'jamb Outswing onlyw/6 9/16'jamb wuFL 2 a 1 Ouhwing only w/49/16'Jamb F1-20468.1 0 SNEET 6 OF 11 ,� O d Notes: 1.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8 X 2-1/2"pfh screws at each end. Q;° • '� SIA Item#'s 16&33 are attached to iambs w/(2)#8 X 2-1IT pth screws at each end. 6 ••.,��Y11►►►a- m Sill Item#15 Is attached to jambs utilizing(4)#10 X 1-1/7 pph screws at each end. =Z. \. * ••r a :C om INTERIOR EXTERIOR INTERIOR EXTERIOR � 111M\\ z dm o \ i E z— $Zn h 40 41 42 g 40 41 42 9 \ N 9 p o a 32 38 39 33 34 35 36 37 9E,� SEE NOTE 1 E SEE NOTE I E 8 3d �' :Ai", �'�.i�t.ia �r1P d,1�y: �-•.l._'!' � .. .v:+ ..i. � tiJO � O= • D° • 41 1 VERTICAL CROSS SECTION 'I O 7 Inswktg SAI 2 VERTICAL CROSS SECTION & a 7 Inswing SOI E EXTERIOR INTERIOR t EXTERIOR INTERIOR 40 41 42 7 16 17 18 40 41 42 z 10 rn SEE NOTE 1 E 15 E SEE NOTE 1 4 d z Y D•' O � Z a MTF 08/02/16 z sr N.T.S. 9 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DM BY, JK m F 7 Outswing S01 7 Public Access SAI CHL BY. lFS 3 FL-20468.1 0 sHEEr 7 OF 11 N O s R:\Oients\Thema Tru PERMANENT\A-Florida Product ApprovaMFL-20468 WBDRTT FC SS Impact-Composite\C-Drawings\FL20468(2014)\FL-2046&1-3.dwg.8.1 V< c ' �• arc .* W n A � O a H z A G7 16"MAX. 4"QYP.) O.C.(TYP.) US n V � y A = 3 �V Z G1 13"MAX. 4°(fYP.)-r �- O.C.(TYP.) a'� m n A z 3 C1 s x _ z WMAK O.C.(TYP.)—f'—�I 6"".) r a yx =oa N .43409 ?: PRODUCT: Doa.—A.PMPwtd lb, THERMA—TRU Lyndon F. Sehmsdt �� 61i�OF co I °� FIBERGLASS DOOR P.E. No. 43409 �i'3 FOMAL o nI $ r :i Iv PART OR ASSEMBLY: ��Jp� BUILDING CONSULTANTS, {�Flllll% I� y BUCK k FRAME ANCHORING - WP 0' Box 230, Volr". FL 33595 rn NO DATE BY Phone No.: 513.659.9197 REVISIONS FSPE CA No. 9613 207 613.W.6UILGIN3 CONSULTANTS IND. ��Tuurnp,� L % . .. ` '' N tj is Gr�,, w ro 2X BUCK (L `y ''''����r 1�I Ill 0 `` J m SEE HINGE ^O ^O d 1X BUCK G DETAIL PYP.) DIRECT TO z z0 MASONRY M 26 € 9° "c w m \ Sm 40=a LL magi° 2X BUCK 2$ ;4i rA i `o= SEETONGUE a 1XBUCK G �+ � yp STRIKEDEIAIL ~ 2X BUCK 0 DIRECTTO M 27 $ rn a (TYP.) _ v MASONRY g cyv O P 1X BUCK G m C4 " DIRECT TO LATCH&DEADBOIiDETAIL MASONRY M 31 0 Kwikset J a SEE LATCH TONGOE� m 2X BUCK & DErABOLT SEE LATCH o $ 1X BUCK G &DEADBOLT p 8 DETAIL R 15 DIRECTTO M `� 'o MASONRY SUB STRIKE a a c 26 8 2X BUCK n E IXBUCK G � 8 k 0 22 STRIKE JAMB HINGEJAMB STRIKEJAAI& DIRECTTO M 2X BUCK 25 Latch and DeadlmR Multipoint Lock MASONRY N 2 IXBUCK G _N DIRECTTO LAP 27 MASONRY M L 2X BUCK LATCH&DEADBOLTDErAR LATCH&DEADBOLTDETAIL 8B 29 G 1X BUCK D pO schlage M DIRECTTO MULTIPOINT LOCK STRIKE DETAILS m LATCH&DEADBOLT STRIKE DETAILS DIRECT TO MASONRY ,? (Standard Deadbolt Strike Plate) M MASONRY 24 23 m ju DATE 08/02/16 � DEADBOLTSTRIKE DETAILS HINGE DETAIL srue N.T.S.F (Security Deadbolt Strike Plate) m BY. JK m anc.Err. LFS 3 DRAMNO NO.. FL-20468.1 p o s w 9 or 11 1° 6 d ttttllllll//// 7.59" 7.5 4.56" o fp': � � e 1_ ;'i��;i ai+��` Ji� '•�:?;r, _` � I I '�///// tt�\\ �>M m I--236 1 I 11 tt INSWING THRESHOLD 37 INSWING THRESHOLD y a'' $Q Inswk9g Bask Posed 7-1/2'SiT WOOD JAMA E Z o z v Inswing Basic Composite Adjustable SW 7-1/2` a m e w 5.83 4 4.56" 4S6" � cZ .::�9 „•„r„y yCo. a. �.a-; :•+� tis_-:'�,;���.'..+��`y'�u ti' :tk,r� �`',14_:�`G_-�':ti::7i Y��wf �`•u ry: .1r:{''.'�i-'•./-;w[h:.�,�r'•u':i�.�h:t L C INSWING THRESHO/D ,e INSWING THRESHOLD OLITSWING THRESHOLD �o U9s9+Ang Basic Posed Sp 7° hawing composite Adjustoble Sig d composite Sit m IL m o 5.75" q4 ° , 8o 5.77' 4.56° m o 34 INSWINGTHRESHOlD B Inuring Moderate CBnateSI 1-31T ee INSWING THRESHOLD N �J Insving Basic CanposH.Adpstable M 7 OUTSWING THRESHOLD. �, ComposHe/Awminum SBI k 575' z � Mr 5.75' Q INSWING THRESHOLD T � Inswing Moderate Ctmate SII i OIIISWING THRESHOLD k 5.75" 5 PUBLIC ACCESS THRESHOLD s Composite/Aluminum Sq F phennal Breal� ao o z O z DA 02 16 i M. N.TJK 'o S. INSWNNG RESHOT -1.79"—�I �1.97 M.� JK m' 36 206" CHR.er. LFS ? 1,,W CHR.1lasic .d&314111 SAI Irk o € d 8 SWEEP 9 SWEFP 10 SWEEP o AFL-20468.1 a sir 10 of 11 d ��tuulrrnrr .`. BILL OF MATERIALS BILL OF MATERIALS • REM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL _=�•r� •••$ . .9 A I BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL f m C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'���•'•••.,. ,�.`�� D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL �i�rrr •• %��`� > m nm MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL .!Z E CONCRETE 81 .; 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL tK � G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4!'X 4"HINGE STEEL o9 S o a J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \ r� ;q L #10 X 2-1/27'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 4 . `a T M 3/16"X 2-1/4'ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP a s I JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP c 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP $ SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o $ 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP y 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP M2 m 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - g. 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) m E 18 OUTSWING THRESHOLD ALUM/COMP &I e 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4"PFH WOOD SCREW STEEL 24 #10 x 1"PFH WOOD SCREW STEEL k 9 v, CONCRETEANCHOR NOTES: o_ 1.Concrete anchor locaffons at the comers may be adjusted to maintain the min. in edge distance to mortarjofnfs. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjotnis,additional concrete anchors a may be required to ensure the MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: z , L .. :,. N;..:: .... IrE n :::.....::..:.::.:....:.:.:..... . .......................... .MtN.�G„�1tG4NCl";.:'>Mf,.,Ct�k�4N,..::. ANatHO(( ANOIIOR M►fA �O MA$O Y ... ADJAG �R ;,,CYP <:•;'•.:::,;.SI I.:.:.; EI1M$E6M.... ..............f dGE;:.i.::....:.::::.....::;AITW NCNQR;%"::ii o In TAPCON' 1/4' 1-1/4" 2” Jr z o ELCOa 1/4' 1.1/4 1' 4" DATE 08/02/16 ° ULTRACONz r• N.T.S. 9 d TAPCON m 3/16" 1-1/4" AS SHOWN 1.1/2" DNB.Or. JK m LFS WOOD SCREW INSTALLATION NOTES: p MNO Na, 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of ° wood screws to prevent the splitting of wood. FL-20468.1 0 c sxEcr 11 OF 11 { d M MIAMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Yn w.miamidade.sov/econornv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity.Hurricane Zone._ I}ESCRIP ITUN Series"H12 5510TV0-WbAzo,,ntal RolhngtiWindow APPROVAL DOCUMENT:Drawing No.MD-MS510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,-bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NWS11LE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product ControfApproved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the.words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.17 MIAMIOADE COUNTYM Expiration Date: September 24,2020 ® 8 �7 Approval Date: September 01,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05115/15,with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. . Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,DuraseO spacer system, Super Spacer®NXTTM spacer system and XL EdgJm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per 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 previous NOA No.15-0903.10) Manuel Per Product Control Ex min NOA No.16-0 .17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTEwED) 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 previous NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5' Edition (2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of-Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. Manuel Pe .E. Product Control 4amiker NOA No..ik:-907Y4.17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 , . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest, dated August 28,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) .3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under previous NOA No.15-090330) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10, issued to PGT Industries,Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15 and expiring on 09/24/20. Manuel Pe •1-j Product Controlbtl' r NOA No. 7 Expiration Date: September 24,2,020 Approval Date:- September 01,2,016 E-3 DESIGN PRESSURE RATING IMPACTRATING 2.5 ANCHORS,SEE CLUSTER DETAILS SHEEP 5 —�{ I+— 12.314"MAX.O.C. ___________I_ I VARIES PER REINFORCEMENT LARGE I SS 8"MAX. I+— SHEET 3 1-1/4' _ _ SEE SHEETS LEVEL,SEE SHEETS 8-8 IMPACT RESISTANT MAX, r 9-16 ._.�D.SEE 2-5 ANCHORS.SEE CLUSTER 15 85' `_- __ SHEET4 DETAILS SHEETS MAX•OC• (+ �'I I� 18.�MAX. G. _._. ._._.__._._._. _ _=__._._._ I I B SEE A,SE - 8"MAX. _ _ (- SHEET 3 SHEET3 10"MAX' -7}' C.SEE SHEET4 E SEE r-.— y C SHEET 3t ' 19' 76- E EQUALLY (� MAX.O.C. MAX, 72' _ SPACED / `T / SUCK / / MAX. 83" EQUALLY ' ANCHORSPER HEIGHT BUCK SPACED MAX. TABLES 17.27 HEIGHT 1 BUCK .., I / / I ANCHOSI7-� / / / —L_ HEIGHT SHEETS 16.87' 9-16 X X O X MAX.O.C. !., — — ---- 8'MAX. — _ 8"MAX. _. BEE SILL _, SEE SILL _ WEEPHOLE� •- WEEPHOLE SEE SIL —a.B DETAILS, 4 O.C. I I 3°MAX. —•� DETAILS 4'O.C. 3'MAX. WEEPHOLE I 4'O.C.BETWEEN — 3•MAX. SHEET3 BETWEEN —�•( I'-� _ SHEET4 JBETWEEN L•_ D DETAILS, WEEPHOLES EPHOLES B EPHOLES SHEET 3 K DTH -- 75'MAX.BUCK WIDTH 140'MAX.BUCK WIDTH 75"MAX.BUC WI ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN STANDARDS USED: 2014 GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •AST FLORIDA BUILDING CODE(FBC),5TH EDITION •ASTM E1300-09 I 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-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. •ALUMINUM DESIGN MANUAL,ADM-2010 {- 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-S100-07/S2-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS ' DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER,1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESION GENERAL NOTES.........................1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GI OPTIOONSNS.............................2 ..ANCHOR }'�;,,•...ei 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION,FLANGE& 7)DESIGN PRESSURES: EQUAL LEGIBOX.•...............3 .z: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. &J-CHANNEL...................... 4 8 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS........................5 THE DESIGN OF THIS PRODUCE THE 1,8 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. ANCHOR QUANTITIES.................9-16 9)METAL SUBSTRATE TO MEET'MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, EXTRUSION PROFILES&BOM....17 10)REFERENCES:TEST REPORTS FTL-8072.8073&6074;ELCO ULTRACON NON ELCO CRETEFLEX NON ELCO AGORE-GATOR NDA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZFILIGHTER ASSEMBLY............. SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI1AF&PA NDS&ALUMINUM DESIGN MANUAL """"""'•'"""'18 PRODUCT REVISED f 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. m complying with the Florida Building Codc 4,6USER INSTRUCTIONS: Aa«pwac�rl2e Ea1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. Revleed By- Date: Rvielon:2)KNOWINGYOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZINGOPTION FROM(TABLE 1)AND - JR 05/05/16A)ADDED SPACERS TDREINFORCEMENT LEVEL,DETERMINE YOURWINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING SHEETS. YOiom[ a P TABLES 6-16(SHEETS 6.8),IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Revised By, Dote: Revlelon: OBTAINED IN STEP 1.USE INDEX TABLE 6 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION i Due CONDITIONS. ® Ap11on: Drown By: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHOR/SUBSTRATE WILL MEET �j IIL GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET SET ARE MET. ` 1070 TECHNOLOGY DRIVE 71110: /�.., 11..• Data: b 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. P.O. BOX 1529 ''!�`:•" NOKOMIS; FL 34274 SeNes/Mode1: Scole: ShecC Drawing No. Raw. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, •p�LYNN ;ry111.LER;P:E` HR-5510 NTS 1 OF 18 MD-HR5510-01 A CERT. OF AUTH. X29298 INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. P.E.#58705 1. TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Description(Listed from Exterior to interior) Frame Glass Type Installation Types Options Conditions Bulrstrote Option Detail Sheet 5 718"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5116*Laminated;(2)Utes of 118"A Glass with.090^PVS Intedayer (e¢a Ftp e)J{o•Table t) 6 71W Laminated I.G.:'1/8'T Exterior Cap+7/16"Air Space+5116"!.aminated;(2)Utes of 1/8"A Glass with.090'PVS Intedayer 7T¢ough the Into 2X Wood Fmme/Buckstdp-sheet 4, .,.•t,, option 5 7 7/8"Laminated I.G.:3116"A Extedor Cap+318"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVS Interlayer1 t Gnamei 4 integral tin•.•••• Into Metal-sheet 4,option 8 8 71W Laminated I.G.:3116"T Exterior Cap+318"Air Space+5116"Laminated;(2)LBes of 118"A Glass with,090"PVS Interlayer {#1) Through the trams....Imo 2X Wood Frame/auckstdp=sheet 4,option 6 of the window...... ....Into Metal-sheet 4,option 7 10 7/8"Laminated IG.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Liles of 118'H Glass with.090'SG Intedayer into 2X Wood FrsmetBrxksMp-sheat 3,option 1 11 7/8"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+6/16"Laminated;(2)Utes of 118"H Glass with,090"SG Interlayer Flange Through the hems ....Into Conorete/cMU-shoot 3, tion 2 12 718'Laminated I.G.:3118 T Exterior Cap+318"Air Space+5116"Laminated;(2)Utes 011/8"N Glass w(th.090"SG trtterlayet (#2) 1"4 of ttw window....,. ; tlxough 1X Buckst into CDncrete/CMU-sheet 3 ton 3 14 718"Laminated I.G.:1/8"T Extedor Cap+5/16"Air Space+7/16`Laminated;(2)Utes of 3116'A Glass with.090"SG Intedayer Into Metal-shad 3,option 4 15 718'Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Use of 3/16"A Glass with.090`SG Intedayer Through the ....into 2X Wood Frome/Buckstdp-shoot 4,option 6 16 718"Laminated I.G.:3/YB`T Extedor Cap+Y14"Atr Space+7118'Laminated;(2)Utes W 3118"A Glass with A96'SG Interlayer integral Fin 1-4 integral in...... Imo Mets!_sheet 4,option a SE F-ET 6,TABLE 5 O G ING/DES! PR SSURFI C.ORAGE INDEX. (3) Through the Dame ••••Into 2X Wood I mme/Buckstdp-Sheet 4,option 6 Of the whdow,..... ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11 815 ..,.Into 2X Wood Freme/Buckstdp-sheet 3,option 1 Min.Edge Min, ' MAY NOT BE USED IN THE Box t 'Through the frame ....into ConoretetCMU•¢host 3,-option 2 Group Anchor Substrate Distance Embedment' HVHZ ABOVE 30�. Equal-Lop 1•4 fit window, through 1XBuckstd Into Conmete/CMU•sheet 3,option 3 {#4} M -IFT-9 #tQ SMS outhem he j5 = 716" 3/" ...into Metal-sheet 3,option 4 Steel,A36• 318' 0.050` "MIN.OF 3 THREADS (steel,16.8 S.S. BEYOND THE METAL or 410 S.S.) Steel Stud,A653 Gr.331 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR A Aluminum,6063-15• 3•/8" G,D50` STEEL STUDS, "A^ ANNEALED MIN.Fu-45 KSI& *H'=HEAT STRENGTHENED P.T.Southam Pine{SG=0•55} 7116" 1.318° MIN.Fy=33 KSI. FIGURE B:FRAME TYPP.S 'T"=TEMPERED 3/161 steel Ultracon Concrete(min.285ks1) 1" 13/6" PVB'=.090"BUTACITE®PVB Ungrouted CMU, ASTM C•90 2-1/2" 1_1/4" 'UNGROUTED CMU` BY KURARAY AMERICA,INC. P.T.Southam Pine(SG=0.65) 9118" 118" VALUES MAY BE #12 SMS USED FOR GROUTED (2�./0 4 0 "SG'=.090"SENTRYGLAS® Steel,A36• 318' 0.050" CMU APPLICATIONS. `l INTERLAYER BY KURARAY S (steel,16 8 S.S. Steel Stud,A653 Gr.331 WEI' 0.0451' 18 Ga. AMERICA,INC. or 410 S.S.) ( ) INSTALLATION NOTES SEE SHEETS 3 8 d FOR ILLUSTRATIONS' BOX OR Aluminum,6063-T5• 318" 0.083" FLANGE BO OR i Concrete(min.2.85 ksi) 1" 1.314" 1)USE ONLY SUBSTRATE-APPROPRLATE ANCHORS LISTED ON C AL- 114"steel Ultrecon Ungrouted CMU,(ASTM C•90) 2.1/2" 1-1/4" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE LEG DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 114"else!Cfeleflex Concrete(min.3.35 ksi 1" 1-314" USED ON ANY SIDE OF THE WINDOW. 1/4"steel Ultracon Concrete(min.2.85 -�r hall 2-112" 1.314" 1/4"steel Ukrecon P.T.Southern Pine(SG=0.55) 1" " 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO 114"steel Creteliex Concrete(min,3.35 ksi) 2-1/2" 1-314" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE UngroUted CMU,(ASTM C-90) 2-1/2" 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (,.�..,�// 43go114"8leei Creteilex BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IXAND 2XP.T.Southem Pine SG=0.55) 1' I-W8" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY INT114"Steel Aggre-Gator Concrete(min.3.275 kal) 1-112" 1.318' TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND J-CHANNEL114'Stasi Aggle•Getor P.T.SouthamPine SG=0.55 1INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR [� Grouted CMU, ASTM C-90) 2' 2` ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED Min.Edge Min, ne complying with the Flo" Group Anchor Substrate 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Distance Embedment• AcceprnnceNo/ "0 1� E 2-117'x.131•Common Nall P.T.Southam Pine(SG=0.55) 318^ 2 7116" R•d••d e! c•+• RMeka: imt an 1?ata !gyp 2.112"Ring-shank Rooting Nall P.T.Southam Pine(SG=0.55) 3/8" 2.7116" Qy P.T.Southam Pine • (SG=0.65) 112" 13/$` ieevtiad ^- Mi tree roductC § #10 Th ashead SMS >fI• ReW.h"' ` (steel,18 8 S.S. Aluminum,8063-T5' 318' USX or 410 S.S.) Steel Stud,Gr.33' 3/8' 0.0451"(1B Ga.) g Deeerrptlon: Droan t?y F Stasi,A36` 318" 0.056" THREADS BEYOND MIN.OF 3 (�{ 6,!Y I6:. " - GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P,T,southern Pine(SG•0.55) 8118" 1.318" THE METAL ooa #12 SMS 1070 TECHNOLOGY DRIVE Trp: (steel,18.8 S.S. Aluminum,6063-Ts" 3/B^ 0.063' SUBSTRATE.FOR N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 Steel Stud,Gt.33' 318" D,D56• STEEL STUDS, P.O.BOX 1529 of 410 S.S.) MIN.Fu=45 KSI& NOKOMIS;FL 34274 S•"tn/ArodeL Seak Shea. OMor/ng No, Rew Steel,A36• 318" 0.050" MIN.Fy-33 KSI A.LYNN MILL£N;p,E P.£.#5s7o5 CERT. OF RUTH.#29296 HR-5590 NTS 2 OF 18 MD-HR5510-Q1 A r;;a INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENTAND EDGE21 OROOR 23 BUCKSTRIP INTO CONCRETEICMU. OPTION 4 OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2. " ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METALTYPICAL FOR ALL FRAME INTO ZX WOOD "XO"OR"OX"SASH 114•MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. —�I 1/4'MAX.SHIM 19 16 3d 16 29 SEE NOTE 2,SHEET 2. I —I- EMBEDMENT 13 OPERAB26 FLANGE20 LE 4 ! #10 Sm#12 STEEL 40 SASH EDGE FRAME SHOWN SMS{G6),SEE Q 37-39 0 _ + DISTANCE TABLE 2.SHEET 2. , 2 28 2 a "'"1/4"MAXSHIM XE41 `'I o TYP,ANCHORTYPE, FID 13 XEITE EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT WIDTH SUBSTRATE,SEE 72 TABLE 2,SHEET 2. � �` 85,...-.,... BT E DADE APPROVED MULLION, OC �— J `-� 42 0 28 FB C COMPLIANT VISIBLE EXTERIOR 1 ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH OR STEEL STUD.MAYBE FRAME 72 14 4 EQUAL + •+ VISIBLE FIXED VERTICAL OR HORIZONTAL .SHOWN 24 OR 25 OR 26 LEO (1)AT MID-SPAN OF INTERLOCK LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME 43 {1)3.112"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 'XO"OR"OX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILES/RAILS 29 HORIZONTAL SECTION A-A(OX) zz DR za r BUCK 28 SEE SHEETS 6-8 TYPICAL 30 HEIGHT EXTERIOR 16 19 16 ( ) OPERABLE OPERABLE 20 OPERABLE 43 FOR ALL"XOX"SASH SAS}{ SASH SASH VISIBLE 21 OR 22 OR 23 LIGHT E SHEETS 6-8) HEIGHT [] �� 28 �0 TYPICAL FOR _ ALL SASH o - 41 16 FIXED 86 VISIBLE I - LITE I VISIBLE 46 47 LIGHT WIDTH LIGHT WIDTH 843 - 7 29 FLANGE 1 FRAME NOTCHES WEEP OPT. 2g °° 15 SHOWN 87 85 E^�L J_ - 80 `- 3/4"X114" �o I 42 EXTERIOR D 1.1/4"X 1!4' 34 25 OR 26 .y.! VISIBLE 1 _ LIGHT WIDTH 72 f 2 (SEE SHEETS 6-8)TYPICAL FOR 1d 4 U I(��f' 4 ALL"XOX'FIXED MEETING RAIL 1!4'MAX BUCK WIDTH �SHIM HORIZONTAL SECTION E-E XOX —`. A-� EQUAL-LEG PRODUCT REVISED FRAME m complying with the Florida, EQUAL LEO INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building Code FSHOWN r A A=ptenco Nn hi•Ohi-0-71A.,�.I. RAME Revised By: Gate: Revieton: Expiration Dojo 9 INSTALLATION EMBEDMENT By OPTION 2 ANCHORED THROUGH .. + ReWaed 8y: dote; Revision: FRAME DIRECTLY INTO f CONCRETE/CMU. + EDGE --- _ - ® doempHon: Drown By: TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS ��'� b J� (j ; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKt EMBEDMENT AND EDGE VERTICAL !EQUAL-LITE,XO 8t OX) DISTANCE PER SUBSTRATE, .,�.,. ,-" :�':r.': 1070 TECHNOLOGY DRIVE 17tk: dam: SEE TABLE 2,sHEETz. SECTION B-B WIDTH:BUCK WIDTH/2.4114• '� ♦ N. VENICE, FL 34275 HORIZONTAL ROLLER-LM . 05/15/15 HEIGHT:BUCK HEIGHT•7-114• P.O. BOX 1529 l r ` NOKOMIS,* FL 34274 Senea/Mode! Saota: Shoot: Dmwtny No. Rer, A.LYNN1MILLER,P,E CERT,OF AUTH. #29296 'HR-5510 NTS 3 OF 18 MD-HR5510-01 A P.E466706 r ' r, INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION N07ES SHEET 2, (SEE SHEETS 6.8) NOTE 2.SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT - FIN/FLANGE REMOVEp WOOD FRAME OR SUCK. } "XO"OR"OX"SASH I STRIP,SEE NOTE 2, EDGE }► 114"MAX.SHIM 19 16 30 16 29 SHEET 2. DISTANCE 28 EDGE J-CHANNEL 13 20 40 OPERABLE 43 DISTANCE FRAME SHOWN #10 OR#12 STEEL y SASH SMS(G5),SEE 37-39 ' TABLE 2,SHEET: 7Yp.ANCHOR TYPE, a ❑ 41 EMBEDMENT AND 1/4MAX SHIM FIXED `•'°�' " • 1 �•—`' LITE o ` o EDGE DISTANCE PER TYP,ANCHOR TYPE, FIN AND/OR I� VISIBLE' SUBSTRATE,SEE '. EMBEDMENT AND EDGE FLANGE MAY BE ! I 'i LIGHT WIDTH I� a TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE, REMOVED INFIELD 7_1 myw (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. 65 67 FIN 13 FRAME -i•—•— DADE APPROVED MULLION, SIBLE 42 D SHOWN 1 29 FBC COMPLIANT LIGHT WIDTH EXTERIOR s ACUMINUAd7STEELFRAM(NG 72 24 R 25 OR 28 14 15 �'1 / VISIBLE OR STEEL STUD.MAY & LIGHT FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6.8)TYPICAL FOR ALL HEIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX'FIXED MEETING RAIL TABLES 2 8 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 2z DR 23 OPTION 8 Z8 (SEE SHEETS 6 6) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL F•; X 2630 18 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 20 OPERABLE 43 SASH HEIGHT a VISIBLE r-� SASH I' SASH o - #10 OR#12 STEEL //2�_ — ❑ SMS E 2, SEE 21 ORi 2 OR 23 LIGHT OPERABLE !' I{ D TABLE 2,SHEET 2. (SEE SH ETS 6.8) HEIGHT SASH ,t 28 TYPICAL FOR -L L - 41 L i ALL SASH 16 FIXED I o J 86 D _I VISIBLE LITE I VISIBLE 45 47 "77 LIGHT t"'- --I�- "'�'1 LIGHT WIDTH n _ OPT. BO61 T FIN N�... '� !lu..---•.«...................,,�......, FRAME 87 NOTCHES 29 EP 29 SHOWN 314"X114' 25 OR 26 VISIBLE I s } 42 EXTERIOR 1.114'X 114" 3 LIGHT WIDTH ttt��� 72 14 �j''� J-CHANNEL (SEE SHEETS 6-8)TYPICAL FRAME a 15 ALL"XOX"FIXED MEETING RAIL 33 BUCK WIDTH SHOWN L 0r_j3 �SHi "AX INTERLOCK HORIZONTAL SECTION F-F(XOX) PRODUCTREVISED (1)AT MID-SPAN EACH INSTALLATION AS PER SECTION D-D ABOVE ay.."44YinB witivlb-.CIw* FIN FRAME •`"'--- t q3}(1}3-112"FROM EACH SASH /, 9WI ini g Ca 'Jz� SHOWN �:.-'CORNERAND(1)ATCENTEROF ,I RaNaed Revtaton: DQ SASH STILEStRAiLS BY: Data: TYP.ANCHOR TYPE, B 'tulfoa EMBEOMENTAND +; EDGE DISTANCE PER EDGE DISTANCE Revived BY: Dais: Revlstan: Mian, .4 SUBSTRATE,SEE SEE _.�• TABLE 3,SHEET 2, ,.. GCI'•:r ----(EMBEDMENT -+— uD Daso6ptim Drown By. I VERTICAL VISIBLE LIGHT FORMULAS 6 l� I6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI I INSTALLATION OPTION 6 (EQUAL-UTE,XO&OX) '' 1070 TECHNOLOGY DRIVE Time: Dat,; ANCHORED WOOD FRAMETHROUGH INTEGR SECTION D-D WIDTHeBUCKWIDTH/2.4.1/4' N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 ' INTO 2X WOOD FRAME ORBUCK- `s HEIGHT:SUCK HEIGHT-7-114' -i; P.O.BOX 1528 I STRIP.SEE NOTE 2,SHEET 2. •'• - ;:t, i NOKOMIS;FL 34274 Senea/ModeL' Saote: Sheet: Dmwfng No. Rer. A LYPE#BBL0055pE` CERT. OF AUTH. #29296 HR-5510 NTS 4O 18 MD-HR5610-01 A i' SILICONE 7/8"NOM. 7/8"N 718"NOM. �+— 7/8'NOM. �+-- p STRUCTURAL 114'NOM. i" POLYISOBUTYLEN WITH DESICCANT EXT.GLASS KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 7g 4SG TPS 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3118"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 78-7D 76.78 76.78 7B•7D � ALUMINUM REINFORCEMENT GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 5 5118"NOM. BUTYL 8 DESICCANT 7/8°NOM. -�{ 7/8"NOM. �+— —�{ 7f8'NOM. --►{ 7/e'NOM. FOAM I I I I I EXT.GLASS DURASEAL® 0 SPACER 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG 7/16"A/A SG 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE 5/16"AIR SPACE INT.GLASS 118"T GLASS 3116"A GLASS 3/16"T GLASS--\ 118"T GLASS (LI EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR HOT-MELT BUTYL 7&� 76-79 76.79 7678 STRUCTURAL SILICONE 3116"NOM. FOAM GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 WITH ' DESICCANT SUPER I EXT.GLASS 7e SPACERD NXT tm 718"NOM. �{ 7/8'NOM. 112'NOM.GLASS 76.79 BITE TYP. 72 74. 7/16"A/ASG— 7/16"A/A SG INi.GLASS EXTERIOR GLASS TYPES 5,7,7THE 1/4"AIRSPACE 1/4"AIR SPACE I MAY NOT BE USED 28 HVH2 ABOVE 30'. POLYIS0. DESICCANT FILL AREA 3/16"A GLASS 3/16"T GLASS —\ TH L 5116°NOM. 29 76 a EXTERIOR a EXTERIOR 'GLASS TYPES 10-12 8 14-16 ' - SILICONE SEAL 29 J-CHANNEL OR INTEGMAY NOT BE USED RAL ROLL-FORMED 7a-7g 7g-7e FIN FRAMES f STAINLESS STEE 33 n PRODUCT REVISED XLEDGE W.GLASS 79 SPACER �L� GLASS TYPE 15 GLASS TYPE 16 asilding lndwiLh 7Me Florida Building Code or-jmmr� Acccpt..No 1&•o 14.17 .. Revised BY: Datc RevlNon: . gstwn Det. ' JR 05/05/16 MOVED CLSTRD SPCDETAILS. By INT.GLASs TYP. GLAZING DETAIL - Mien Dude Product W. Date: RevIal n: :2T 'A'=ANNEALED ® Deaer7pUsn: Drown DP Part• Osscrlpbon Restarts/ 'H' Material STRENGTHENED . , G(, GLAZING DETAILS J ROSOWSKI T'=TEMPERED 6 [� [� 76 Kommedln9 4SG TPS Spacer System 'PVB'-.00'BUTACITE®PVB BY KURARAY AMERICA,INC. 1070 TECHNOLOGY DRIVE Mle: Data. I n puanex Super Spacer nXl wBh Hot Melt Butyl sea/his 'SG'=.080"BENTRYGLAS®INTERLAYER BY KURARAY y, N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 Shoot for AMERICA,INC. - P.O. BOX 1529 I, 78 Ouanex Dumseal Spacer Meledais NOKOMIS; FL 34274seals Sawf: Oro.lrg No. Rev: 79 Cardinal X Edge spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LYNN MILlEf3 P E HR-5510 NTS 5 OF 18 M D-HR5510-01 I A REFERENCE TEST REPORTS:FTL-B 17,8968 8 6970 SHEET 2. P.E.d 58705 CERT. OF AUDI, /29296 l i F TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Reinf. Design Pressure Anchor Quantity TABLE B: TABLE 7: 2 OonN. Width Height Type Lao[ Giese Types Design Pressure(lbsHt2) Glesa Types Design Pressure(lbslft) 5-8 for XO or OX Windows 5-5 forXOOrOXWiindows s4 1 s 1 e , •' 75' 54• 5 2 7 0 18 B Relnt Level R1 All Buck Heights up to 54' Relnf.Lae/R2 AH Suck Heights up to 54" I 83' 3 8 7 18 10 All Buck Widths All Buck Widths - 72• 4 10 s 20 10 up to 75' +50/-50 up to 75' +65/-70 XO 51• 1 5 8 17 9 or 54' 2 7 8 18 9 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 1S FOR ANCHORAGE OX 75• 63' 6.8 3 S 7 19 10 63' 4 11 6 21 11 72' 4 10 5 20 10 "� 7ti 78• 10-12 4 12 8 22 11LJCI 14.18 4 12 8 22 11 S-6 3 9 7 23 12 HEADER HEADER . 120' 83' 6 6 8 4 13 6 24 13 E 760 4 11 0 25 14 140' 85" 10.12 4 1S 5 1 28 15 14-18 4 1 18 I 8 I 27 15 Q — �►— q•MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O O 21 LEVEL R1 REINFORCEMENT Q LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT " 7t6-AINCHORSTER FRAME TYPES 6 FRAME TYPES 6 DETAIL CONFIGURATIONS) O 21 CONFIGURATIONS) 21 4'MAX.O.C. ISILL ��Io ER SILL W R 0 a . • o 0 4-ANCHOR SASH WIDTH �. SASH WIDTH I CLUSTER DETAIL MEETING RAIL 0 e e MEETING RAIL 4'MAX.O.C. 0 24 25 21 21 21 21 e JAMB Ex1Enx)R JAMB Ex7ERI0R ED 3-ANCHOR c v v �ROeDptCT�E th the with We Florida CLUSTER DETAIL NOTES: Btulding Code 7 1)USE THESE TABLES FOR ALL WINDOWS Acceptau«NO,6-� INSTALLED THROUGH THE FRAME OR ReHeed BY: Gate: Revfden: mtinn Del INTEGRAL FIN. A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND _ J R 05/05/16 DETAILS mi 8"MAX.O.C. .�.�J BUCK HEIGHT(SHEETS 3A),SASH SIZE IS AS RaWsad By: Ocie: Rawslon: Mmmi>odc Prodsol 4•MIN,O.C. I I PER THE FIGURE. . . 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - •' NEM AVAILABLE WIDTH OR HEIGHT Drmm SY: - DIMENSION SHOWN ON THE TABLE. lK ® DESIGN PRESSURE TABLES J ROSOWSKI 4)'1/4-12-1/4"AND-1/3.1/3-1/3'INDICATE THAT 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS ".' I 1070 TECHNOLOGY DRIVE T1tle: Dov: FALL WITHIN THE SASH WIDTH RANGE IN THE N.VENICE• FL 34275 HORIZONTAL ROLLER-LM 05/15!15 CLUSTER DETAIL ADJACENT COLUMN.•CUSTOM'INDICATES P.O. Box 1529 THAT NO STANDARD SASH CONFIGURATIONS ''f;, NOKOMIS;FL 34274 Sed"IModoh Seob: Shoal: Orodlrg No. Rsr. FALL WITHIN THE RANGE. p,LYNN MICL'ER,P.E. CERT. OF At1TH. X29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A `' P.EN 58705 `i TABLE 8: t Glass Types Design Pressure(lbsme) for XO or OX Windows Relyd Level R3 All etxk Heights up to 63' •; AM Buck Widths +50/-50 HEADER up to 75' ' }•-:`'.: SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Design Pressure(lbs for for XOX Sash O 22 5-8 Sash width 4lfindows Reinf.Level COtdigtaatbn Range(In) W Indoor Buck Height SASH R3 48' 54" 83' t HEIGHT 35-114" Y-Y-Y 11.391-11.391 +50.0 50.0 +50.0 50.0 +50.0 50.0 t 38" Y-Ye-Y 12 308.12308 +50.0 500 +50.0 50.0 +50.0 50.0 45.118' K�_Y 11.391-13.397 +50.0 •50.0 +50.0 50.0 +50.0 50.0 13.398-14.683 +50.0 50.0 +50.0 50.0 +50.0 -50.0 0 47314' )°-Y 34 11.391-12.297 +50.0 50.0 +50,0 50.0 +50.D 50.0 Y Y-Y 12298-15.558 +50.0 -50.0 +50.0 50.0 +50.0 50.0 t:xreaga Custom 11.391-12.015 +50.0 50.0 +50.0 -50.0 +50.0 50.0 SILL tl 52-1hr Y%.Y 12.017-13.397 +50.0 580 +50.0 50.0 +50.0 •50.0 Y-Y-Y 13.395-17.016 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 Custom 11.391-13.397 +50.5 -500 +50.0 -50.0 +50.0 50.0 �7 SASH WIDTH 60" Y-Y-Y 13.398-15.380 +50.0 %0 +50.0 50.0 +50.0 50.0 Y-Y-Y 15.361-19.641 +50.0 500 +50.0 -50.0 +50.0 50.0 Custom 111.3911-13.397 +50.0 500 +50.0 •50.0 +50.0 50.0 MEETING RAIL 75' Y,-%-Y, I 13.398-19.110 +50.0 50.0 +50.0 .50.0 +50.0 -50.0 (J 25 Y-Y-Y 19.111•24.641 +50.0 -50.0 +50.0 •50.0 +50.0 -50.0 Custom 18.380-19.397 +50.0 500 +50.0 •50.0 +49.1' 49.1' 22 22 0 9g" %Y 19.398-24.380 +50.0 50.0 +50.0 50.0 +50.0 -50.0 JAMB exrea Cusltxn 24.361•30.380 +50.0 S00 +50.0 -50.0 1 +50.(1 •50.0 %Y_Y " -30.350 +50.0 50.0 +50.0 50.0 +491' •49.1• •+50/50 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE "MIN.SASH SIZE=WINDOW WIDTH-59,28 2 1, SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL PRODUCT REVISED FRAME TYPES& ae complying with the Florida CONFIGURATIONS) Building Code Acceptance Ilk, -0 Revised W. DaM: Revlelon: 'rntian Owe By { Revised DY: Date: Revision: Miam Dade Product ConlioN ® pesalpyom Drown By:(�/J fi DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 6 /�.I� . ..:``.. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. " ' '. 1070 TECHNOLOGY DRIVE ODs: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PERTHE FIGURE. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)"114.1/2-114'AND•113-1/3.1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKOMIS:FL 34274 Serfq/Model: Scols Sh■.f: I Drawing No. Rev: RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN'fi11L1Ef3,P.E. CERT. OF AUTH. X29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 A THE RANGE. P. 50705 I i r 1 TABLE 11: TABLE 12: TABLE 13: �• ' Glees Types Design Pressure(Ibslftg)for Glees Types Design Pressure pbalft2)for Glue Types 6 a e seen Sash Design Pressure(Ibs/ft2)for XOX Windows 5•B 10.12&14.18 1 TABLE 10: XO or OX Windows XO nd w B Windows width Reinf.Level Window Buck Height Reln1.Level Window Burk Height point.Local Con189rs0on parpo tM) Window Buck Height Glass Types Design Pressure(ibelfir) R4 48" 54" 63" R4 U. 63" 76" 3G 40' 54" 83' 6.8 forXO or OX Wmdowe Custom 11.381-13.387 +65.0 -70.0 +85.0 70.0 +65.0 -70.0 +85.0 •86.3 t 25.112" +65.0 •70.0 +85.0 •70.0 +85.0 •70.0 25.112" +85.0 •110.0 +85.0 •110.0 +65.0 -110.0 ReIM Level R4 All Book Heights up to 72' 28" +650 •70.0 +65.0 -70.0 +85.0 -70.0 r$' 28• +85.0 -110.0 485.0 •110.0 +85.0 •110.0 Y.- Y,Y. 13.388-15.380 +85.0 •70.0 +85.0 -70.0 +65.0 -70.0 +85.0 -70.0 35' +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 33 36" +65.0 -110.0 +65.0 •110.0 +65.0 •110.0 K-K-K 16,381-18.841 +85.0 -70.0 +05.0 70.0 +65.0 -70.0 +85.0 -70.0 All Buck Widths +501-$0 Y Custom 11.391-13.397 +65.0 -70.0 +65.0 .69,8 +83.3 •63.3 +53.2 •63,2 up to 75" 4Y +65.0 •70,0 +65.0 .70.0 +85.0 -700 4Y +85.0 -110.0 +85.0 -110.0 +85.0 •110.0 48" +650 •70.0 +65.0 •70.0 +850 -70.0 48" +85.0 •110.0 +65.0 •110.0 +65.0 .110.0 76" K.)S.K 13.308-18.110 +65.0 -70.0 +65.0 •70.0 +85,0 68.5 +58.2 •fi6.2 SEE TABLE 20 FOR ANCHORAGE �. +850 -70.0 +65.0 -70.0 +85.0 •700 60" +85.0 •110.0 +65.0 •110.0 +65.0 -939 )+-K-ys 18.111-24.841 +85.0 -70.0 +85.0 -70.0 +85.0 •70.0 +85.0 •66.0 $' +65.0 -110.0 +65.0 -103.5 +65.0 A0.0 Custom 18.360.19.397 +65.0 •70.0 +59,8 -89.9 +55.5 -55.5 +49.1 19.1 75• +BSO .70.0 +65.0 -70.0 +84.3' •84.3' 75' 555 08• K_K_K 19.398.24.360 +850 -70.0 +821 121 *58.0 -0 0 +50.3 -60.3 ' •+651-70 FOR GLASS TYPES 6.8 SEE TABLE 22 FOR ANCHORAGE SEE TABLE 21 FOR ANCHORAGE Custom 24.301-30.380 +85.0 -70.0 +65.0 -70.0 +85.0 •67.3 +57.0 57.0 TABLE 15: p 120" %K-w • -30.360 +65.0 1 -70,0 1+59.8 -68.8 1+55.6 -65.6 1+49.1 1 19.1 i 2 WINDOW WIDTH-59.2a SEE TABLE 24 FOR ANCHORAGE Glisa Types Design Pressure(Ibs/R)for XOX HEADER "MIN.SASH SIZE_ I 10'12 Sash Sieh TABLE 14: 2 Width WIndOW6 Reint'.Lem, Configuration Range(In) Window Buck He ht Glass Typos 71118 sash Sash Design Pressure(IbsHl2)for XOX Windows R448" 54" 83" Width Relyd Lwal Confgurallon Window Buck Height 65 Custom 11.391-13.397 + .0 -110.0 +06.0 -110.0 +65,0 -110.0 Range(in) 5V ST Bo" K-K-K 13.398-16.360 +65.0 -110.0 +65.0 1.110.0 +85.0 -110.0 ' K-Y.-K 15.381-18.841 +85.0 •110.0 +86.0 •110.0 +85.0 •110.0 O O 23 Custom 11.391-13.397 +65.0 -70.0 +65.0 •70.0 +65.0 70.0 +65.0 -70.0 1••.. Coelom 11.391-13.387 +85.0 -110.0 +85.0 -110.0 +85.0 -110.0 60" K-K-K 13.386-15.360 +65.0 -70,0 +85.0 •70.0 +65.0 70.0 *65.0 -70.0 1. 3 7s" Y.-%-Y. 13.398-19.110 +650 .110.0 +65.0 -110.0 +65.0 •110.0 SASH K-K-K 15.301-10.841 +65.0 -70.0 +66.0 -70.0 +84.0 -70.0 +85.0 -70.0 HEIGHT Custom 11.391-13.397 +65.0 .70.0 +65.0 .70.0 +85.0 •70.0 +65.0 •70.0 , ,;� K-K-K 18.111•24.841 +65.0 •110.0 +65.0 .110.0 +65.0 •110.0 -70,0 +65.0 •70.0 +85.0 •70.0 Custom 17.641-19.397 +65.0 .110.0 +65.0 •110.0 +65.0' -104.8' 0 O 75". Y,-%-Y, 13.388-19.110 +65.0 •70.0 +85.0 23 K-K-X 19,111-24.641 +65.0 •70,0 +65.0 •70.0 +85.0 -70.0 +85.0 -70.0 K-K-Y. 18.398.24.360 +65.0 -110.0 +65.0 •110.0 +65.0• .109.5• Custom 18.300-19.397 +65.0 -70.0 +65.0 •70.0 +65.0 -70.0 1+85.0• •67.2• ,( Custom 24.381-31.641 +65.0 -110.0 +65.0 .110.0 +65.0 -110.0 Q W Y.-%-Y. 18.398-24.360 +6.5.0 -70.0 +66.0 -70.0 .+65.0 70.0 +85.0' •88.s• Y.-K-Y. 29.641-32.515 485.0 -110.0 465.0 1.110.01+es.o•Wluq.u-*120Custom 24.381-30.380 +85.0 -70.0 +85.0 -70.0 +65.0 -70.0 +85.0 -70.032,516.39.841ss.0 -110.0 +e5.o •110.0 +86.0F�tTER10R 1�" KK-K -30.360 +85.0 -70.0 +85.0 -700 +65.0 70.0 +85,0' •87.Z- 148" Custom _39.541 +65.0 -110.0 +65.0 -110,0 +65.0• SILL •+85f-70 FOR GLASS TYPE 6„ SEE TABLE 25 FOR ANCHORAGE '+65/-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-58.28 I WINDOWWIOTH-6072 "MIN.SASH SIZE= 2 '•MIN.SASH SIZE= 2 TABLE 16: Glass Types Design Pressure(lbsMe)for XOX SASH WIDTH 14-18 $p°^ SECTION DETAIL Bash Width Windows m o Reim Leval ConUum"onRergo poli Window Buck Height MEETING RAIL FOR WINDOWS WITH R4 48" 54• e3" D LEVEL R4 REINFORCEMENT Custom 11.391-13.397 465.0 •110.0 +85.0 •110.0 +85.0 •110.0 28 (REINFORCEMENTS SHOWN 60" Y4.%-y413.398.18.360 465.0 •110.0 +65.0 •110.0 +65.0 -110.0 o IN FIGURES APPLY ALL 23 23 & FRAME TYPES 8 K-K-K 15,381-19.641 +85.0 .110.0 +65.0 •110.0 +85,0 •110.0 1JAMB o m+pR CONFIGURATIONS) 'GLASS TYPES 10.12&14.16 L Custom 11.391-13.387 +85.0 •110.0 +86.0 •110.0 +85.0 -109.3 1n o MAY NOT BE USED WITH 34 J-CHANNEL OR INTEGRAL PRODUCT REVISED 75• Y,-Y,-Y. 13.398-19.110 +65.0 •110.0 +65.0 •110.0 +86.0 -1020 V •FIN FRAMES as cempiyin&with the Monde ' Ya-K-K 119.111-24.041 +85.0 -110.0 +85.0 •110,0 +65.0 •102.9 BuO,ing Code so Custom 17.641-19.397 +85.0 -110.0 +85.0 -110.0 +65.0 -97.4 9*mtion wo I�O-O .�']� 98' %-%-Y. 18.398.24.380 +86.0 -110.0 +86.0 -110.0 +65.0 •82.0 .. Revised BY Revision: moon Date 0 Custom 24.361-31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -88.4 _ �V - 6Rbw JJade Prodocl f 120" K_K y4 28.841-32618 +85.0 •1100 +85.0 -108.6 +65.0 -84.3 RavLad W. Dote: Revision: K-%-K 32.516-39.641 +65,0 •110,0 +85.0 405.0 +65.0 -80.8 •r,. .. 140" Custom •• •39.841 +86.0 .110.0 485.0 •105.0 +65.01 W.0 j, _ ® D-cniption; Drown BY. SEE TABLE 27FOR ANCHORAGE (�' - DESIGN PRESSURE TABLES J ROSOWSKI NOTES: .;.'r' 1070 TECHNOLOGY DRIVE Title: Data. THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. ,. 1)USE N.VENIC FL 34275 . N E 05/16/15 E DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 3.4.SASH SIZE IS AS PER THE FIGURE. - 529 HORIZONTAL ROLLER-LM 2 F 1 P.O.P0B % 1 ,. RAM 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ( NOKOMIS; FL 34274 Sodea/ModN: scale: Sheaf: prowling No. Ren i` AS DT RANGE CONFIGURATIONS FALL WITHINTH THE SASH H 4"1l4 112 1/4"AND"1/3 1/3 113"INDICATE THAT THOSE STANDARD SASH C _ IA.LYNN:M0IER P. R55 -0 8 0 18 MD H 10 1 A IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E r!58705 CERT.OF AIJTFI. +29288 HR-5510 NTS F i � r TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max,Anchor O.C. q ch5-g Spacing for"Integral• up F Sash 30"Height 36"Helght 48"Helghtfl2+C2+2 ght 30"Height .36"Height 48"Height 54"HeightWidth Fln"Installation4" Head E Head E Head EE Head a Head E Head E Head E Rein1.Level fin) &5111 8 8111 &Sill &SUI 8 SIII &Sill 8 Sill R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C camr4yiug with the Flo" 25-1n" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): Bw,smscoae q AccePreuw No il0'o r4••i�20' i 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY F pimtinn Dere , 36" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 33 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB By x t•1 oui ade Fmdact Con m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 3 1+C2+1 . 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: t`, g 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXEDHO SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCIioRSATTHESASH a 91 TOTAL Of 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. 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 ' K Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 LO Y G 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEvgrioN,SHEET 1 SEE CLUSTER DETAILS,SHEET 6 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 � m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 > p C (+ Of 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �UM.21NG.L SEESHEET'ION, Cl aieQ O 1Lr - 48" 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / C N NELEVATION, O 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SHEET1 O LL J IIMDIQ � 75" 36.897 2+C2+2 2 2+C2+2 '3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 z LL ;. REPEAT ANCHOR PATTERN AT SILL =W SEE TABLE 6 FOR DESIGN PRESSURE fW)U_ X y O fn TABLE 18: F Z m O J Qlt FOR XOX WINDOWS: Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY C) o,0C11 a 5-8 PER JAMB r Z d Z { - Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Helght 48"Height 54"Height J C Width Head Head Head Head Head Head Head Head HEAD AND SILL ANCHOR QUANTITY: J E E E E E E E 1+C3+2+C3+1 4 1 ANCHORATTHESASH O Reln1.Lepel (in) m &5-111 &Sill - &Sill &Sill &Sill +)CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL m I-- &SIII .� &SIII -" 8 SIII � q i m Z a. loan R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL j ¢ 25-1/2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH d Z 28" 13.397 1+C2+1 2 '1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. Z aro: 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 2 N B 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET r� U Lr m 42" 20.397 Not Allowed SEE ELEVATION,SHEET 1 L) Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Q = _ '•. 60" 29.387 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 �_._.._--------_ upll •�saQ say, 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SESLEATION, SHEETI .•'.1:;;' Anchor droop B Anchor Group D SEE XnMEETINGRA1117 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 EEVATIOSHEETI SEE CLUSTER 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 DETAILS, 38" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEEr5 t REPEAT ANCHOR PATTERN AT SILL t m' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+102+1 3 NOTES: �/— "'' 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE SUCK WIDTH 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 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-0). SASH SIZE IS AS PER THE FIGURES ON •`. r; 75" 38.887 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 131 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group F SHEETS B8. i,' :. "•; SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND TO •L,E THE NEXT AVAILABLE WIDTH OR HEIGHT A.L'YNrI MILLER,.P.E.P. DIMENSION SHOWN ON THE TABLE. P.E.S 58106 t^. i TABLE 1e: Max.Anchor O.C. Glass Types Anchor Quantities for XO or OX Windows Spacing for"Integra(- °'• 5-8 Sash 30'Height 36"Height 48'Height 54'Haight 83"Height 30'Height 38°Height 48'Height 54°Height 63"Height Fin"Installation Width Heed Head Head Head Head Head Head E Head E Head Head Reinf.Level (+n) III „ m N Anchor An &Sill ' &SIII &SIII ' &SIII &SIII ' &SIII &SIII ' SI &SIII &Sill Group E Group F Anchor OfOU C 3.8, q° PRODUCT REVISED R3 Anchor Group A p aTNrina with me Fmdae 25.1/2” 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C +1 4 1+C2+1 4 Isnim"atoac AccepWnx NO tro O 11, )`J 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 F.zp ml on lAlc 20 36" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 M.-,DnJe Prodext Conlrn m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 48' 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 + . r� 60' 29.397' 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 �2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 41 INA Anchor Group B Anchor Group D iLO 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+62+1 4 1+C2+1 4 G 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 -- ," 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 p °loc Q .C- 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 Lf 2 1+C2+1 3 1+C2+7 4 1+C2+1 4 1+C2+1 4 O N C LC N 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 r�i �a = I 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z- LL oro p C SEE TABLE 8 FOR DESIGN PRESSURE =W co s UuJU X4 ao FW m0 J � aM' TABLE 20: ppqq Glass types Max.Anchor O.C. o o Q a Anchor Quantities for XO or OX Windows r z a z u Spacing for"Integral- }} W C 5-8 Sash 30"Height 36'Helght 48'Height 54'Height 63"Helght 72"Height 30"Height 36"Height 48"Height 54"Height 63'Height 72"Height Fin"Installation (— Width Head Head Head ° Head Head ° Head Head Head Head Head Head Head Anchor Anchor F O Relnf.Leel (in) m m IE m c� m m `1 Z l�"' Zed &Sill &Si11 -, &SIII &SIII &SIII -� &Sill ' &SIII &SIII &Sill &SIII &SIII Group E Group F ® � Q U J R4 Anchor Group A Anchor Group C 3•y 4• F- t 25 1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 Q L 5 O Z lo. 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 O C i 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 6 U N—Q, LC Y f t) U ur Z Q m 42" 20.387 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 �- 48° 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q = _ anll 7.zi it 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: 1)FRAME DIMENSIONS •!I;I,II 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE BUCK WIDTH AND Anchor Group D BUCK HEIGHT(SEE ' Anchor Group B SHEETS 34).SASH SIZE IS , •�� 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+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SAS HEERTHEFIGURES ON f, � 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 6-8. ` r4, OT { 36" 17.397 1+02+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+CZ+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 SHOWN,2)FOR ROUZES ND Y SHOWN,ROUND UP TO U 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE m WIDTH OR HEIGHT •� 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+'I 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 DIMENSION SHOWN ON 60" 29.387 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE. i;..c;•' 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.E.H 68706 TABLE 21: " plass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor ' S-e Spacing for"Integral- Group F :-. Sash 30'Height 36"Height 48"Height 54"Height 63"JaH 0"Haight 38"Height 48"Height 54"Height 63"Height I Width Head E Head Head a Head E HHead E Head E Head E Head a Head £ Fin"Installation q^ Rein.Level (in) &SIO -19 8 SIII &Sill `-° &Sill & Sill -; &Sill !� &SIII -`; 8 SIII &Sill R4 Anchor Group A p m-mr PRODUCTREVISED Anchor Group C as comply,uy with un,Fletida 25-1l2" 12.147 CmIc +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 A=Pf m)1 �. .;" nuaP,on�rin 16�o t4.{7___ tl 28" 13.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 t>rpiinciwUe,e 38" 17.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 Y Mimi a ro,loct m 42" 20.397 Not Allowed +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > W. 29.397 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 38.897 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D f•,,' 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C j nef 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 430" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >m42" 20.397 1+C2+1 t22+C,2+2 +1 3 1+C2+1 4 1+C2+1 4 1+C +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ,� A,°0Of48" 23.397 1+C2+1 +1 3 1+C2+1 4 1+C2+1 4 1+C +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N 1 80" 29.397 2+C2+2 +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 p LL N $ uro0 75" 36.897 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 SEE TABLE 11 FOR DESIGN PRESSURE U_U X D2 Co 6 c/)Z D C J enc TABLE 22: GLASS TYPES cc NOT a USE Glass Types Anchor Quantities for XO or OX Windows MAY o 4 Z Q LL 10.12&14-16 Sash NOT BE USED Z a Z .� LU C 30"Height 36"Height 48"Height 54"Height 63"Height 78"Heighl 30"Height 36'Height 48"Height 54"Height 63"Height 76"Height ' WITH J-CHANNEL J Q Width11LORINTEGRAL FIN Head Head Head Heed Heed Head Head Head Head Heed Head Head FRAMES 0 Reint Level (In) &SIII &Sill &SIII 'tl, &Sill -0, &Sill -�, &SIII ' &5111 &SIII ' &Sill ' &Sill ' &SIII 8 SIII ' Z L_ Anchor Group A Anchor Group C W 26-1/2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 51 1+C3+1 5 CJ Z 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z 28" 13.397 O O i; . m 36" 17.397 1+C2+1 2 1+C2+1 M2+C3+2 1+C3+1 4 1+C3+1 5 1+C4+1 5 ° = N m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 1+C3+1 4 1+C3+1 5 1+C4+1 5 Z O ZE1 im 1+C2+1 2 1+C2+1 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q Z _ 48" 23.397 (" 60" 29.397 2+C2+2 2 2+C2+2 2+C3+2 4 2+C4+2 5 2+C4+2 5 °m, :a°s"" NOTES: 75" 38.897 2+C2+2 2 2+C2+2 2+C4+2 4 2+04+2 5 2+C4+2 5 1)FRAME DIMENSIONS WIDTH AND I I' Anchor Group B Anchor Group D BUCK HEIGHT(SEE :"iJ;,., '•;. SHEETS 3.4).SASH SIZE IS ' 25-1@" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 5 AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 6-8. m 38" 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 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 B 2)FOR SIZES NOT =1 I SHOWN,ROUND UP TO m 42' 20,397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 t42+!C4+2 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 THENEXTAVAILABLE 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 1 6 1+C4+1 6 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 b WIDTH OR HEIGHT DIMENSION SHOWN ON .� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 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 THETABLE. i•' �' 75" 36,897 2+C2+$ 2 2+C2+2 3 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+C4+2 4 2+C4+2 5 2+C4+2 6 3)SEESHEETeFORA :;• SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNf` 587055 P.E. TABLES. REN1N.ti 687 { �,I TABLE 23: Glass Types Anchor Quantities forXOX Windows 5-8 Sash 24'Hel ht 30"Hel hl 38"Hei ht 48'Hei ht 54"Haight B3-Height 24"Height 30"Height 38'Height 48'Height 64"Hei ht 83 le hl Sash Width 9 8 9 9 8h 9 9 8 9 9 9 b Cont watlon a a a a a a a a a a E E Rainf.Level 9 Range M) Head&Sill Head&Sill E Head&Sill Heed&Sill Head&Sill Head&Sill Head&Sill E Head&Sill Head&Sill Heed 8 SIII Heed&Sill ' Head 8 SIII R3 -' I Anchor Group A Anchor Group C PRODUCT REVISED S 35.1/4" 3$-Ya-Ya 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+p+C2+1 3 1+C2+p+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Bull nslyioewhhd�oFlrnida Buas m.PIlode i 38" Ye-Ya-Ya 12.308.12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+ 2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 A°ceptance Th• /0.0714: %_)/a_y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 'stioa Date QQ 45.1/8' 13.388-14.883 1+C2+p+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+02+O+C2+1 4 1+C2+p+C2+1 4 1+C2+0+02+1 4 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 By 47-314- Y.X-Y, 11.381.12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+14 Miuni °dc Prodact ContM Ys-Y-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.018 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4.1+02+1+C2+1 4 52-1/B' %-YI-y 12.017-13.397 1+C2+1+C2+1 2.1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+t;2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 n I m Ys-Ya-Ya 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+12+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+D+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 a Custom 11.391.13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 to In _ r 90" y_%_y 13.398.16.360 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r Y Q Ys-)b-% 15.381-19.641 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+02+0+C2+1 4 1+C2+O+C2+1 2 i+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C1+1 4 1+C2+0+C2+1 4 1181 r 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+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 t j G 76' -JFi% 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2*1 4 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 q 1+C2+2+C2+1 4 1+C2+2+C2+y q 0 C r %-%-Ys 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1'4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 }^ v -B7-0- Y4 Custom 18.380-19.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+02+1 q 1+C2a3+C2+i 4 1+C2+3+C2+1 4 UO A N '3 F120' -Y,-Y,-Y. 19.398-24.380 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+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 LL N $ °MOO C Custom 24.361-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 211+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+03+2+C3+1 4 1+02+2+C2+11211+C2*2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 q 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z to LL tc 1 -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 2 W (n Y.1S-Y. LU U_ X- n Anchor Group B Anchor Group D F-WZ m p 1 J OMc 35.1/4" Ya-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+D+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+O+C2+1 4 1+C2+O+C2+1 4 1-> 0 p � Q t cc 3B' Ya-Ya-)a 12.308-12.308 1+C2+0+C1+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+p+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Z d Z �. Q' LL Y-yl- 11.391.13.397 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J C 45-1/8" 13.398-14.893 1+C2+0+C2+1 2 1+C2+p+C2+1 2 1+02+O+02+1 3 1+02+6+02+1 4 1+C2+O+CZ+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+p+C2+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 J n Ya-Ys-Ya `- ).-y% 11.391-12.287 1+02+1+C2+1 2 1+C2+1+C2+1 2 -- +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 9 Z � 1ax 47314' ® F J,-y,-� 12.288-15.558 1+cz+O+Ct+1 2 1+c2+0+c2+1 2 1+cz+p+C2+1 3 1+02+6+02+1 4 1+C2+D+C2+1 4 7+02+0+02+1 4 1+c2+o+C2+1 2 1+Cz+0+c2+1 2 1+c2+O+C2+1 3 1+cz+O+C2+1 4 1+C2+o+C2+1 4 1+C2+D+C2+1 4 Custom 11.381.12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 d Z 62-1/8' y-Yi-� 12.017.13.387 1+C2+1+C2+i 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 < (Y Z °1O' 13.399.17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+6+02+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+6+02+1 4 1+C2+O+C2v1 4 1+C2+0+C2+1 4 p = y Custom 11.381.13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� m 80' Y4-yl-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q = t Ye-le-Yi 15.381-19.641 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+C2+D+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+C1+o+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 }' Custom 11.391-13.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 aI�1 -.4-1 75' Y-y-Y 13.398.18.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+C2+1 211+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+C2+2+02+14 Yi-Ya-y 19,111-24.841 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+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+CL+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.360-19.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 98• y_y_y 18.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+CL+1 4 1+C2+3+C2+i 4 Custom 24.381-30.380 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+ _2+C2+1 4 1+C2+2+02+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+CZ+1 4 #C2+2+02+1 4 - 120' �-Ya-% •• -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 i SEE TABLE 8 FOR DESIGN PRESSURE WINDOW WIDTH-59.28 NOTES: "MIN.SASH SIZE_- 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Max.Anchor O.C. Anchor Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 1, Spacing for"Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 2,9" 411 4)"1/4.112-114'AND-1/3-1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNPI MIILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 i I ' �.a " TABLE 24: 1 Glass Types Anchor Quantities for XOX Windows 6&6 Sash Sash 24"Height 30"Height 38`Height 48"Height 54'Height 83'HeighfHd eight 30'Haight 38`Height 48"Height 64"Height 63"Height Configuration Width a a a a a a a a a a a ReInL Leel Range On) Head 8 Sill Head 8 Sill Head 8 Sill Head 8 Sill Head 8 Sill Head 8 Sill Sill Head 8 SIII Heed 8 SIII Head 8 5111 ,� Head 8 SIII Head 8 Sill M1 R4 > ! Anchor Group A Anchor Group C PRODUCT RSV1SM I +C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 as waiplying with"F10*29 35-1/4' ye-le-Ya 11,381-11.38138` Y-Y-Y 12.308.12.308 BuildingCodeC2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+OtC2+1 4 1+C2+0+C2+1 4 Acceplaa@e No 45-1/8" Y-ya•y+ 11.381-13.397 C2+121+C2+0+C2+121+C2+D+C2+131+C2+0+C2+141+CZ«O+C2+141+C2+0+C2+14 ."iretiooDatnY-Y-Y 13,388-14.883 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 I3M-r a.lw 9f1N1Ua@ t.Y-Y-+/+ 11.381-12.287 C2+1 2 1+C2+1+Cz+1 2 1+C2+1+c2+1 3 1+C2+1+C2+1 4 1+C2l1+C2+1 4 1+C2+1+C2+1 4 47-314" C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Y-Y-Y 12.288-16.658 Custom 11.381-12.010 C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t 62-1/8' Y-Y-Y 12.017-13.397 ry i Y Y-Y-Y 13,388-17.016 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2N 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.381-13.387 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 �. 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 Y-yi-Y. 13.388-16.380 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 11+ +2 4 na,. /e-Y-Y 15.381-18.841 T• r.zi7,' '� Custom 11.391-13.397 X1,1 T 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 >_ C + 75" Y4-Y2-Y4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Q O otos �- -Y-Y 19.111-24.&11 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 } tY Custom 18.380-18.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 a 't 88' Y-Y•Y 19,388-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2t1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 JO N J oo ' Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 211+C2+2+02+113 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 =W U)tL "" s 120" Y4-Y2-Y4 « -30360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U_U X d (A 1 Anchor Group B Anchor Group D t"'Z m O J DMA 35.114" Y-Y-Y 11.381-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 4 0 O p y Q J a 38" Y-Y-Y 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 `"-Z 0_Z N W LL C 45-118" Y4-Y2-Y4 11.391-13.387 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J C %-Y.-Y. 13.388-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 q J t- p T y4-%-y4 11.391-12.287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m Z W LE 47.3!4" ® + J 1.., ya-Y-Y 12.288-15.658 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.381-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2tt+C2+1 4 1+C2+1+C2+1 4 1aC2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 q i+C2+1+C2+1 4 Z 62-1/e' Y4-YR-Y4 12.017-13.387 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+114 1+C2+1+C2+1 211+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+c2+1 4 < z atop 7744 Y3-%-Y3 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 2 N r m Custom 11.391.13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 („) I.C. 60" Y4-Ya-Y4 13.388-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+C2+1+G2+1 2 1+C2+1+c2+1 2 1+C2+1+C2+1 3 1+c2+1+C2+1 4 1+C2+1+C2+i 4 1+C2+1+C2+1 4 Q = Y3-Ya-Ya 15.381-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C8+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 eqq •asap sa Custom 11,381-13.397 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+02+3+C2+114 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 r 75" Y-Y-Y 13,308-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4[1+C2+3+C2+1 C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 Y-Y-Y 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1'3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 r , a Custom 16.380-18.387 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+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3 Custom 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 q 1+C2+3+C2+1 4 r •�I, g8' %-Y-Y 19.388.24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 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+14Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C2+2+02+1 4 7+C2+2+C2+1 4Y-YY " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4C2+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 47. SEE TABLE 13 FOR DESIGN PRESSURE NOTES: { "MIN.SASH SIZE=WINDOW WIDTH-69.28 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS a 6. Spacing g for"Integral. Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. . ' Fin"Installation4" 4)"1/4-1/2-114'AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE p L'NN MILLER P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.H 68705 P 1 .1; z: Gless Types Anchor Quantities for XOX Windows 7118 Seah 24'Height 30"Height 30'Height 48"Height 54"Height 63"Height 24'Height 30'Height 36'Height 48'Height 54'Height 63'Heigh Sash Con6gurefion Width Range(M) Heed&SIII Head&Sill Heed&Sill E Head&SIII Heed&SBI n Head&Sill E Head 8 SIII Head&Sill Heed&Sill n Heed&Sill a Heed&Sill Head&Sill Rein}.Leval � � y� � � � I R4 Anchor Group A Anchor Group C PRODUCT REVISED *C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 as complying with the Florido 35-1/4' y-}S-K 11.391-11.391 1 Duilding Calc i 38" yr•%-Y Ly 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 Acceptmsc No 7� :pitotion Date /f� 11.391.13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+C2+0+C2+i 4 45418" Y4.%.%-�-+� BS' K-yi-}e 13.398-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Mietm de PradccCControl - -y 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 47-314" 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 _ %-%-% 12.298-15.558 Custom 11.391-12.010 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 n t�( 52-1/B' y.y-y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 �• tjS-yr 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y Q I 60" %.yi_Y4 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i 16.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O C I•'•- Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > C 75' y-y,.% 13.398-19.110 L1+123 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 alcD 0 �- ys_Ja_Ja 19.111-24.841 2 1+C2+1+C2+1 2 1+C2+1'+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 -Lo v tYW. 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Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURES ON SHEETS 641. 7. Spacing •.°'.i,, Spacing for"Integral Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. '// 3.7" 4)'1/4-1/2.1/4'AND'1/3-1/3.1l3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHE SASH WIDTH RANGE A.LYNNMILLER.P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 M< is k, TABLE 26: Ghee TypesAnchor Quantities for XOX Windows 10.12 Sash 24"Height 30"Height 36"Height 48"Height 54"Height 1 63"Height 24"Height 30"Height 36"Height 48"Height 64"Height 63"HeIght Sash Width ConlIumtton a $ a a o a a a a a a o Reln1.Level 0 Barge M) Heed b 6111 Head 8 SIII S Heed b 6111 Head 6 9111 ,� Head b S91 Heed 8 Sill Heed b SDI Heed b SIII Head 8 6111 Heed 6 Sill ,� Head 8 SIII ' Flasd b 6111 s R4 'i Anchor Group A Anchor Group C 35714" Ya-Ys-% 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+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 PRODUCT REVISED 38' K-SS-Ya 12308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 w complying with 11ta Florida i. building Code Y-%-Y. 11.391-13.397 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Acccptaooc Nb IG-0714•" 48.116' 13.398-14.663 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+q+1 4 t+C3+D+C3+1 4 L'.iimtfnn Dote r ►p Y' %-%-y 11.391-12,297 1+C2+p+C2+1 2 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+02*O+C2+1 4 Nq+0+p+1 4 1+p+0+q+1 4 qyzeX 47-W4' 12.288-15.668 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 Np+0+C3+1 4 1+p+0+C3+1 4 tifiami adeProductConhol Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 1+q+D+p+1 4 1+p+D+C3+1 4 52.118' Y4-%-Y4 12.017.13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+O+pH 4 1+C3+o+C3+1 4 5 Ya-Ya-Ys 13.398-17.016 1+C2+D+C2+1 2 1.C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ?.' 3 Custom 11.391-13.397 1+C2+2+C1+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+p+1 4 1+C3+2+p+1 4 > l:�„•;�; m 80' %-Yi-Y 13.396.15.380 Not Allowed 1+C2+1+C2+1 2 1+C2+2+12+1 2 1+C2+2+CIN 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 Ys-Ya-% 16.381-19.841 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 t+C3+0+C3+1 4 1+C3+o+C3+1 4 1+04+0+C4+1 4 � Y G Custom 11.391-13.387 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 1+02+3+1 +1 4 1+p+3+03+1 4 1+C3+3+q+1 4 (n Ae 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+p+3+q+1 4 1+p+3+C3+1 4 1+C4+3+04+1 4 75" Y4-%-Y4 13.398-19.110 �l! •.�-,; -1i-Ya 10.111-24.541 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+C3+1 3 1+q+0+07+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 >_ Ci Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+03+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 C3 0 C f0 C BB' Y-}S-y 19.388-24.380 p2+Cl2-2+C2+2 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+q+1 4 1+C3+4+q+1 4 1+06+4+04+1 4 ^ o o 1 %-%-Ya 24,361-31.641 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+3+C3+2 4 2+p+3+p+2 4 2+C4+3+04+2 4 34-X-Y. 28.841-32616 2 2+C2+3+02+2 2 2+02+3+02+2 3 2rq+4+q+ 4 2+q+4+p+2 4 2+C4+4rC4+2 4 J n $ �e ? J 120" u_u 32518-39.841 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+q+ 4 2+04+3+C4+2 4 2+C4+3+C4+2 4 Z LL in LL W uM°'0 c 140" Custom -39.841 2 2+C2+3+02+2 2 2+C2+3+02+ 3 2+q+4+q+ 4 2+C4+4+Cq+2 4 2+C4M+C4+24 U U_~ Anehor Group B Anehor Group D Z�{J m O 2 co JO35114' Y.-Ya-Y. 11.391-11.301 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+14 1+C2+0+C2+1 4 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 4 on> D Y m -� cc 38' Y,-Y.-Ys 12.308-12308 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+O+C2+1 4 1+C2+p+C2+1 2 1+C2+O+C2*1 2 1+C2+O+02+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+q+1 4 Z D.Z ULc 11,391-13.307 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+C3+0+p+1 4 1+q+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 UJ C 46.118' -I C Ya-X-K 13.388-14.683 1+C2+O+C2N 2 1+C2+O+C2+1 2 1+C2+O+t�+1 3 1+C2+O+C2+1 4 1+Cl+O+C2+1 4 1+p+0+pN 4 1+02+p+C2+1 2 1+C2+p+tZ+1 2 1+q+p+CZN 3 1+C2+O+C2+1 4 1+02+O+C2+1 4 1+p+0+q+1 4 _ O LL '_ y-X-y 11.381-12297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+12+D+C2+1 4 1+C3+DipN 4 1+C3+0+q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+p+0+C3N 4 F- f- 47.314' Y.-%-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2N 3 I+C2+0+02+1 4 1+C3+0+C3N 4 1+C3+D+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2N 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3 4 ® � Q J t 1 I Cutorn11.391•12.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+o+C2+1 3 1+C3+D+C3+1 4 1+C3+0+p+1 4 1+p+O+p+1 4 1*C2+p+C2+1 2 1+C2+O+C2*1 2 1+C2+O+C2*1 3 1+C3+O+p+14 1+C3+O+q+1 4 1+p+O+q+1 4 `i'c ¢ a 52.118' Y-Ya-% 12.017•13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+0+q+1 4 1+q+D+03N 4 1+C3+D+C3+1 4 1+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+02+O+C2+1 3 1+pr0+gN 4 1+p+0+p+1 4 1+q+p+q+1 4 d z %-%-Y. 113.398-17.018 1+02+0+C2+1 2 1+C2+0+C2+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+C2+0+C2+1 2 1+C2#C2+1 2 1+C2+0+C2N 3 1+C2+O+C2+1 4 1+q+0+C3N 4 1+C3+0+pN 4 a t 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+02+1 4 1+C3+2+p+1 4 1+p+2+C3+1 4 1.02+2+C2N 2 1+C2+2+02+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+p+2+qN 4 1+p+2+pN 4 O Z 60" y-y-y 13.3811-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3N 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+C3+1+C3+1 4 1+q+t+C3+1 4 ~ 5 k }i-Y-Yi 15.361.19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+q+1 4 1+C3+0+q+1 4 1+04+0+04+1 4 1+C2+O+C2+1 2 1+C2+D+C2tt 2 1+C2+p+C2+1 3 1+q+p+q+1 4 1+q+O+p+1 4 1+C4+O+C4+1 4 Q = Custom 11.391-13.397 1+C2+3+C2+12 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+p+3+p+14 = 555 76" %-Ys-)4 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+q+3+03+1 4 1+p+3+C3+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+C4+1 4 Dull '�soD seat %-Y.-Ys 19.111-24.841 1+C 2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+O+p+1 3 1+p+0+C3+1 4 1+C4+O+C4+1 4 1+C4+D+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+p+0+q+1 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 i•,1; �, Custom 17.841-19.397 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+CJN 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 08' Y-y-3li 10.308-24.380 1+C2+3+02+1 2 1+02+3+02+1 2 1+02+4+C2+1 L24 +p+1 4 HC9+4+C3+1 4 1+04+4+04+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+q+3+pN 4 1+C4+3+G+1 4 •`� %-Ya-3i 24.361-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+02+3+C2+2 +C3+2 4 2+C3+3+C3+ 4 2+CI+3+C4+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+q+1 4 1+p+2+p+t 4 1+C4+2+C4*1 4 • %-%-% 29.641-32.616 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 +p+ 4 2+p+4+p+ 4 2+06+4+C4+ 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2+09+4+p+2 4 2+q+4+03+2 4 2+C4+4+C4+2 4 120 Ys-le-h 32.516.39.041 127+C2-+C2+2 2 2+02+3+C2+2 2 2+C2+3+C2+2 +p+ 4 2+C4+4+C4+ 4 2+C5+4+CS+2 4 2+C2+2+C2+ 2 2+C2+3+02+2 2 2+C2+3+02+2 3 2+p+3+q+2 4 2+C4+3+C4+2 4 2+C4+3+04+2 4 7 140" Custom -39.841 2+C2+3+02*2 2 2+C2+3+02+2 2 2+02+4+02+2 +q+2 4 2*G*4.C4+2 4 2+15+4+05. 4 2+02+3+02+2 2 2+02*3+02+2 2 2+C2+3+C2+2 3 2+q+4+q+ 4 2+04+4+04+2 4 2+C4+4+CA+2 4 r NOTES: SEE TABLE 16 FOR DESIGN PRESSURE !Y�16 •.•,':1 ti. 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-0). GLASS TYPES 10.12 814-16 "MIN.SASH SIZE=WINDOW WIDTH-00.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. •{ 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��• MAY NOT BE USED WITHI !'!t'3)SEE SHEET 9 FORA GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL •'L i l;. ; • �FIN FRAMES 4)'1l4.112.114'4ND"113.113.113'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. RE#58705 4 V TABLE 27; Glass Types Anchor Quantities for XOX Windows II 14-16 Sash Sash 24'Haight 30"Helght 36'Height 49'Height 54'Height 63"Height 24'Height I 30"Height 36"Height 48'Height 54'Height 83'Height { Confguration Width Relnt Level Range ON Head 9 SBI Head&Sill Head&Sill Head&Sill Head&5111 Head S SIII Head B SN IS Heed&SIII Head&Sill Head&Sill Haed&SIII Head 9 Sill I R4 101 111 I'l III � Anchor Group A Anchor Group C 35.114' %-Y,-% 11.391•11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+02+O+C2+1 4 1+C2•0+C2+1 4 PRODucT REVISED - '�. 1+C2+0+C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+o+C2+1 4 1+C2+O+C2+1 4 1+p+0+p+1 4 as complying with tho Phrida 36" %-Y.-% 12.308-12.308 i s � 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+p+1 4 1+C3+0+p+1 4 1+C4+0+04+1 4 Buildingdnce le 45.1/9' Y-K-y 11.381•13.387 Arn:plauce No R6'D 1¢.l7 iii-%-Ya 13.398.14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0•p+t 4 I:xpirntinn Data /�� 1 47314' y4-%-y411.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+O+C3By+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 B %-Y.-Ya 12298.15.658 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+0+0+C3+1 4 1+C3+0+p+1 4 N!Wn'Dade ProdactLantro4 custom 11.391•12.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+04+O+C4+1 4 52-1/8" Y4-%-Y. 12017-13.397 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C4+0+C4+1 4 Y.-%-Y. 13.398•17.018 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+0+p+1 3 1+C3+O+C3+1 411+04+0+C4+1 4 1+C4+O+CA+1 4 p Coelom 11.381-13.397 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+02+2+C2+7 3 1+C3+2+p+1 4 1+p+2*C3+1 4 1+C4+2+04+1 4 N Y n m 60' y,-y,-Y. 13,398-15.360 NotAllowed 1+cz+1+02+1 2 1+a+2+c2+1 2 1+c2+2+c2+1 3 1+p+2+p+1 4 1*p+2+p+1 4 1+04+2+04+1 4 + 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 411+C4+0+04+1 4 1+CS+D+C5+1 4 to Q Ya-/.-y. 15.387•19.841 Y Coelom 11.381•13.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 411+C4+3+04+1 4 1+C4+3+G+1 4 (n ,sat 75" Y-a/a-% 13.398•19.110 1+02+2+C2+1 2 7+C2+2+C2+1 2 7+C2+3+C2+1 3 1+C3+3+C3+1 4 1*C4+3+04+1 4 1+G7+3+C4+1 4 ` Ys-Y.-Y. 19.111•24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 J+C3+0+C3+1 3 1+C4+0+C4+1 4 1+CS+O+CS+1 4 7+C5+D+C5+1 4 C � rT 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+4+C3+1 4 1+C4+4+C4+1 4 1+04+4+C4+1 4 C Custom 17.641•18.397 r 88" Y4-%-Y. 18.388-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 7+C4+4+C4+1 4 1+04+4+C4+1 4 1*C4+3+CA+1 4 er aIDO Q' Glc y.-)'i-ya 24.381-31.841 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+C4+3+C4+ 4 2+C4+3+C4+2 4 1+C4+2+04+1 4 O •N•�� d' Y-%-y 29.641-32.515 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+C4+4+C4+ 4 2+C4+q+04+2 4 2+C4+3+CA+2 4 120' 2+C2+2+C2+ 2 2*C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+Cq+3rC4+2 4 2+04+3+04+2 4 Z Y-K-X 32518-39.641 140' Custom -39.041 2+02+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+C4+ 4 2+C4+4+C4+2 4 2+04+3+C4+2 4 U U X D) d fn �- « Anchor B Anchor Group D W Z O W 'ON 35.714' Y-Y.-% 11.391.11.391 1+02+O+C2+1 2 1+02+0+C2+1 2 1+C2+O+C2+1 3 1G+oC2++D+C2+1 4 1+C2+D+C2+1 4 1+C2+o+C2+1 4 1+02+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 I+C2+0+C2+1 4 1+02+0+C2+1 4 0� Ci m Y •L J � CC 38' %-%-% 12308-72308 1+C2+O+C2+1 2 7+C2+O+C2+1 2 1402+O+C2+1 3 7+C2+D+C2+1 4 1+C2+D+C2+1 4 1+p+0+pN 4 1+C2+0+C2+1 2 7+C2+0+C2+1 2 7+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+p+p+1 4 Z d Z LL Y.-Y4-Y. 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+01+0+C4+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+o+03+1 4 1+C3+0+C3+1 4 1+04+0+C4+1 4 w c 45.1/8' C -y-yi 13.398-14.883 1*C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+p+0+pN 4 7+C3+O+p+1 4 1+p+0+03+1 4 1+C2+O+C2+1 2 1+C2+O+C2+7 2 7+C2+p+C2+7 3 1+p+D+C3+1 4 1+p+0+p+1 4 1+C3+p+p+1 4 J C 47314" X-Y,-y 11.391.12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+p+1 4 1+C4+0+C4+1 4 H Q %-%-% 12298•15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+D+C3+1 4 1+C3+t1+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+D+C3+1 4 1+C3+0+p+1 4 1+C3+O+C3+1 4 ® Z laay C Custom 11.391.12.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+p+1 3 7+C3+D+C3+1 41+04+0+04+1 4 1+C4+D+C4+1 4 ' J )- I gg 52.118' y-%-y4 12017•13.387 1+Cd+0+02+1 2 1+C2+0+C2+1 2 7+p+0+p+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+04+0+C4+114 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3.0+p+1 4 1+04+0+04+114 1+C4+O+C4+1 4 d F- +1 n Z )s• -Y 13.399•17.010 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+O+C3+1 3 1+p+0+C3+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+04+D+C4+1 4 1+C4+O+C4+1 4 ' Custom 11.391-13.307 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+CA+2+04+1 4 O = C G' 60" Y-Yi-y. 13.398•15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 7+C4+2+C4+1 4 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+p+1 4 1+C3+1+C3+1 4 1+04+1+C4+1 4 Lr (� �j 1a-16-Ya 16.381-18.841 1+C2+O+C2H 2 1+C2+0+C2*1 2 1+p+D+p*1 3 1+C4+O+C4+1 4 1+C4+O+C4N 4 1+C6+O+CS+i 4 7+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 7+C4+0+C4+1 4 1+C4+0+01+1 4 1+C5+0+C5+1 4 t� Z C) � Custom 11.381.13.387 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+C4+1 4 1+C4+3*C4+1 4 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+3+C2+1 3 t+C3+3+C3+1 4 1+C4+3+C4+1 4 1+0t+3+0440 4 ¢ = 2 75' y-Ya-� 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 7+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 apR 'asap saus _ NY.-yi 19.111-24.841 7+C2+O+C2+1 2 7+C3+0+p+7 2 1+C3+0+p+1 3 1+C4+O+CA+1 4 1+CS+0+C5+1 4 1+C5+O+C5+1 4 1+C2+0+C2+1 2 7+C3+0+C3+1 2 7+C3+D+C3+1 3 1+C4+0+C4+1 4 1+CS+D+C5+1 4 1+C5+6+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+4+C2+1 3 1+C3+4+C3+1 4 1+04+4+07+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 BB" y-%-y 18.399.24.360 1+02+3+C2+1 2 1+C2+3+C2*7 2 1+02+4+02+1 3 1+04+4+04+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1+C2+2+02+1 2 1+02+3+02+1 2 1+C2+3+02N 3 1+C4+3+01+1 4 1+C4+3+04+1 4 1+C4+3+C4+1 4 ' %-Y.-Ya 24.381-31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3 C4+2 4 2+CA+3+04+ 4 1+C4+2+C4+1 4 7+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 -• -" '� : . 1�, Y-yi-x 28,941-32.615 2+C2+3+02+2 2 2+C2+3+C2*2 2 2+C2+4+C2+2 3 2+04+4+04+2 4 2+Cq+4+C4+ 4 2+CAr4+C4+ 4 2+02+3+02+2 2 2+C2+3+C2+2 2 2+02+3+02+2 3 2+04+4+C4+2 4 2+04+4+C4+2 4 2+C4+3+C4+2 4 Y,-Y-y 32516-39.641 2+C2+3+C2+2 2 2+02+3+C2+ 2 2+02+3+C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+ 4 2+04+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+02+2 2 2+C2+3+02+2 3 2+04+3+C4+2 4 2+04+3+C4+2 4 2+04+2+04+2 4 I 140' Custom •38.841 2+02+3+C2+2 2 2+C2+3+C2r 22+02+4+C2+2 3 2*04+4+Cq+2 4 2+C4+4+C4+ 4 2+Cp+3+C4+ 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+02+2 3 2+C4+4+04+2 4 2+CA+4+C4+2 4 2+C4+3+01+2 4 I NOTES: SEE TABLE 16 FOR DESIGN PRESSURE t 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). WPI DOW WIDTH•60 72 SASH SIZE IS AS PER THE FIGURES ON SHEETS&8. f + fGLASS TYPES 1&12&14-18 "MIN.SASH SIZE= 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. t _ MAY NOT BE 10-1 WITH 2 USING 3)SEE SHEET 9 FOR A GUIDE TO THESE TABLES. ? L ' J-CHANNEL OR INTEGRAL 4)"1/4-1/2.1/4'AND'113.1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN t�IiLLER P.E. •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 i, i TABLE 26: Bill of Material 3.500' 3.500• 3.500" 3.500' # Part# Description Material .062 -��►- .062' ��- .062• ►�I+ 062• 1 620121 Frame Head,Sill end Jambs-J-Channel PVC 2 820122 Frame Head,Sill and Jambs-Flange PVC O7 3 620123 Frame Heed,5111 and Jambs-Fin PVC 4 820124 Frame Head,SIII and Jambs-Equal Leg PVC z 445' 2,445• PP=- 2.4x5^ 2.44513 620172 Anti-LIR Insert/Tdm Cover PVC n14 620131 F&ed Meeting Rell PVC ❑ El 1b820158 Track Insert 8063 T8 AI o C3 CDO O �J 16 620128 Sash Reil(Sides,Top 8 Bottom) PVC 17 620188 Monorail 6063 T6 Al .625' J-CHANNEL •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 820168 PUII R911 Interlock 8083 TO Al T D 1.375 O 8 FRAME MBS�•SILL -t- O2 JAMBS 8 1.375 O JAMBS JAMBS 8 O JAMBSSILL& 20 620144 Pull Reil Interlock Cover PVC r 1 21 620150 Light Sash Reinforcement 6063 T6 Al 221 620151 Standard Sash Reinforcement 6083 TS Al 1,872" -� 1.641" 23 620162 HD Sash Reinforcement 8063 Te Al 24 620153 Standard Meeting Rell Reinforcement 6005 T5 Al 1.507" 1.41.437• 25 OM164 HD Meeting Rall Reinforcement 8005 T5 AI I 1.630" Cl2'100' -.{ 2.176" 26 620165 H.D.Horiz.Roller Meeting Reil Reinforcement 6005 75 Al 772^ �5 0 0 1.020" 1'375• 27 710X114PPA #10 x 1-1/4"PH.PH SDS(Monorail Screw 410 SS 11 .5e0 a71" 28 61644 Weathembip,.187"x.270'Fin Pile -� 085' 060 ►- °° .070' 050^ 29 81719 Weatherstrip,.187•x.220"PolyPile -�{ 1231• r 1.000 �- T LIFT RAIL LIFT RAIL 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 AINSERT FIXED 15 TRACK 76 SASH RAIL iB INTERLOCK 20 INTERLOCK COVER " 31 78X312PPA #e x 3.1/2'Ph.PH SMS(Fixed Meeting Reil Screw) 4108S &TRIM C COVER 14 MEETING RAIL INSERT 32 71669SP Meeting Reil Screw Support Plate 6063 75 Al I 33 720210 Weep Hole Cover PVC .316" -�•{ •300' {...� •070'.060' 1.100" 34 720187 Auto Screw Hole Plug PVC '{ •eo" fir- ,175' I I 5 •715'; .715' i" 37 720197 Auto Lock C Steel I I�--jL �,75a" �.760• 38 720199 Sweep Lock Cast Zincu 39 720198 Auto Lock Cover Assembly Cast Zinc �� 035' -��-7 .025• -►g►-� -►I 1.185 Oeo• J 40 #6 x 1-118•Ph.FH SDS(Auto and Sweep Lack Screw) SS LAMI IG EXTRUDED ROLLED LIGHT SASH STANDARD SASH 41 720200 Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 6t SCREEN FRAME 62 SCREEN FRAME 21 REINFORCEMENT 22 REINFORCEMENT 42 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS I 43 7612FPTX #6 x 1/2'FPH Tek(Reinforcement Screw SS 44 LeadstileTopComerKey Nylon 1'I 070 -�{�- t1e2 �- 7.182' I+- .zeD^ 45 Leadstile Bottom Comer Key Nylon 1.184" 1 � 070" ��ff" rip --ry�I}�- ,����- osa" TAIL 48 Lockstll0 Top Comer Key y Nylon = .070" ,791 1.036' 1.041•I I II,,, 1.041'I I�S� r L� 1.2+9^ 47 Lxketlle Bottom Comer Ke Nylon '610' 1 L lUr- - jr(JJ .130' L ILJ^-�U� 164• J_ .074• ii 48 720204 Wheel Nylon 7- Imo- .160' -1-I 1331' �+- � 1.340" .- -� 1.340" I+ 72 620135 Laml.I.O.Bead PVC i HD SASH I STANDARD HD MEETING HD HR MEETING r" 74 23 24 MEETING RAIL 25 RAIL 26 RAIL 17 MONORAIL PRODUCT REVISED Backbedding,GE 7700 Or Dow 791 Silicone REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT a complying with aro plod$# ' Building Code d". 76 71684/5 Setting Block(718"x 2"x 11/8'),85+/•5 duet. EPDM Acceptm,cc 16-0 1Q.)7 80 61011 Roll-forted Screen Alum ;•, ;I;, RaHead W. pate; Rewaw: [.pirotioa Rete r QD 81 61012Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum .'. '' % ; Mi iDn e.P ct Rarreed 8), Dots: Revl•Ion: 83 470426/ Screen Comer Key with Pull Ring PVC 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC men 85 7CASPM Tension Spring SS ® p^^odp6on: 6e 618116C48soreenclptn Fiberglass WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 81036/81614 .140"Screen Spine(Machine/Hand Rolled Vinyl 1070 TECHNOLOGY DRIVE Aw: �• :'" .'� ••�' N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 P.O. BOX 1529 NOTE9: .4,•_,1','4' ' .,:�` NOKOMIS;FL 34274 Serlea/lAodd: Seole: Sweet: Orodnp No. Ren. 1 r 1)ITEMS#6-12,18,36,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYPI Iv11CLBR;.R.E. H R-5510 NTS 17 OF 18 M D-HR5510-01 A 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P:##tieYO CERT. OF AUTH. #29296 1 N. �• 18 SASH TABLE 21: ' ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH DETAILS O+ # Part# Deetxllptlon Mated01 F 1 INTERIOR AND EXTERIOR 100 7MC7024 Muitl-Point Lock Operator Coat 21nc FRAME WELDS 106 16 42 101 73340 O' for mounting Plate Steel 102 72016 Multipoint Lock Kespx Aluminum 31 103 720214 Muhl •nt Lock Guide N Ion ATTACHED TO 32 EXTERIOR 46 SASH RAIL 104 220217-221 T19 Bar(Length Varies Stainless Steel 105 71D24X12HFX#10 x 172"HH MS Stainless Steel 1 106 78XIFPAX #8 x 1"Ph.FH SMS Stainless Shrel 72 X4 107 78)(75FPTX I#B x 374"Ph.FH SDS Stainless Steel r gds 19 O ATTACHED TO �• 30 FRAME JAMB 27 ••`;;`;. EGRESS LOCK 16 37 DETAILS � 40 (NOT TO SCALE BB 83 ORS 42 104 67 s� �••• `�•' OPT.AUTO LOCK 85 f 45 \,• PRODUCTREVISED 20 ATTACHED TO mC nptyi-awithIMAIDAltbl 48 FRAME JAMB 106 AmaP" taadig N�IG-O 14.12 E ..twln Dale r'LO� 42 + 101 By 18 �tiam'Dnde Prorlw.a(An J` OPT. 72 , '' !�•'`•. 38 102 ' X4 40 41 47 ®• OPT.SWEEP LOCK ATTACHED TO 42 1 FRAME JAMB 80 OR 16 O 1 N.VENICE. FL7TECHNOLO34275� 01 MITERED FRAME WITH 1 INTERIOR AND EXTERIOR 100 (941)-480-1600 FRAME WELDS CERT. OF AUTH. #29296 r SCREEN R«aaee ey noR. RwMan: ASSEMBLY R.vfW W. nate: ReWsW: ` DETAILS 33 Deearptlan Drown By: • 83 OR 84 EXTERIOR FRAME - 6.( _;;•`;; EXPLODED WINDOW VIEW J ROSOWSKI `:,:•.. L? ASSEMBLY Date: NOTES: DETAILS HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. , 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. Sertes/Modd: Smb: Sheaf: Drowlnq No. R�r. • A.LYNN MMIITER;P. .'' HR-5510 NTS 18 OF 18 MD-HR5510-01 A 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E.N'6�Yb3 q