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HomeMy WebLinkAboutNOA, Windows, mullions no, 0 c I ope AUG 1 9 2020 MIAMI•:DA�E Permitting Departmen+ MIAMI-DADS COUN 11Y s St.Lucie Coum" PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and'other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,_modify,or suspend the use of such product or material within their jurisdiction. RER reserves the-right,to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,,; signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-bade 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 revises NOA#16-0714.03 and consists of this page I 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. I I MIAMEDADE COt1NlY NOA No.17-0630.05 {� Expiration Date: July 30,2020 JApproval Date: November 30,2017 f /20//7 Page I ! 1 I I !I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNrmu) 2. Glazing complies With ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(comrw=) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers" dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014)and FBC 6t1 Edition(2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,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. (Submitted under NOA No.15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No.16-0714.03,.issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I.approved on 08/18/16 andiring on 07/30/20. ManPere P.E. Productco rol E miner NOA No. -0630425) Expiration Date: July 30,260 Approval Date: November 30,2017 E-2 i. i 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.I5-0519.05) 2. Drawing No. Ml)-SH5500-01 titled"Single Hung Window Installation- LM", he 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared ly ' 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,Duraseal®spacer system, Super Spacer®NXT rH spacer system and)M EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/115, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test-Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0519.05) 3. 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 j 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 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.I S-OS19-.O5) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51 Edition(2014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted NOA No. IS. 9.05 Mdnuelrere4PX1 Product Contro finer NOA No.1-7-0630.05 Expiration Date: July 30,2026• Approval Date: November 30,201 E-1 I ANCHORAGE E0(AMPLE FOR 28-18"MAX.O.C, 21-5/8" '�~ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH FOR ARCHTOP HEADER(SIM. 12"MAX.FROM MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL FRAME SEAM _�„1 30' 12'MNL / / �WINDOW TYPES) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT WINDOW TYPES) SHEET3 _._,.)a. EE MAI(.O.C. f / .. 8,SEE 30'MAX O.C. -(A,SEE 10'MAX.FROM 52-1!8'MAX.BUCK WIDTH ---�"�- SHEET 3� - �FIXED VISIBLE �� / FRAME SEAM D,SEE,�•_�� 6&eSEC SHEETS I r 7-14' SHEET 3" , -12'MN(. I j1 I I LIGHT WIDTH �- 6NEET4 A.SEE 12.MAX I I B,SEE -• •��-30'MAX.O.C.-� - SHEEf3f 1 SHEET"'-' l 12"MAX. C,SEE -1 1 -- --• 1 I FIXED — ._ SHEET4+f I EQUALLY - I 1 VISIBLE T- A,SEE T'-' -• "I I I /SPACED LIGHT 77-718'MAIC O.C. SHEE73'+ i / EQUALLY 1 17-719'MAX.D.C. ANCHORS PER ' / 12' SPACED -_[_ TABLES 471 HEIGHT �_ EQUALLY I ANCHORS PER / 01.78" SPACED I I / 17-7/0'MAX.O.C, TABLES 9.71 I 0 1 { I _ MAX. ANCHORS PER Q I / gq" / T MAX. - I I / ___ HEIGHT TA0LE59.11 I / MAX. O i BUCK _r __ HEIGHT -------- - [NO 10"MAX.O.C. BUCK 10'MAX.O.C. 10'MAX.O.C. BUCK ASSHOWN HEIGHT x —I x -M HEIGHT f x Q (MAX.)EQUALLY 13.3/4'MAX.D.C. EQUALLY I / SASH 13.3/4"t,W(.O.C. EQUALLYI / 13.3/4'MAX.O.C.6PACED I�- SPACED I VISIBLE __,-- SPACED L.-•_ •_._._. SEEANCHORSPER ANCHORSPER ////117 LIGHT ANCHORS PER TABLES9.77 A TABLES 9.11 I % HEIGHT A TABLES9.71 SHEETS 8&81 A 6-N"MAX• &�Max•M8�-.- JNOANCHORSATSILL Bim_,_•,_•J NO ANON 5 _ fSEE SILLWEEP- SASH VISIBLE SEE SILL WEEP- I I SEE SILL WEEP- D"r"- 1-114" •--�{ '-SEE SILL WEEP- S 54"MAX,BUCK WIDTH 9�E'f 9 DETAILS. LIGHT WIDTH SHOTCHEEP DETAILS, )+ 54'MAX.BUCK WIDTH ��SHEET3 ETACS, NOTCH T4 DETAILS, SH ELEVATION FOR TPP.EQUAL LEG FRAME ELEVATION FOR TPP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION • FOR CUSTOM COTTAGE CONFlGLRTATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................. 1 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, ELEVATIONS..„.„......„..............„,„,.NS........,,-....1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS....„...........2 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 7X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEGMOX,....3 DEPICTED AS 2X ARE 1-i/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 INSTALLATION,INTEGRAL FIN 8 J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR), GLAZING DETAILS..........,,„.................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INS7.ANCHORS DESIGN PRESSURES...........................................0.7 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. ANCHOR QUANTITIES....................................... 8.10 EXTRUSION PROFILES..-.... 6)114'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE•USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. 11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST..................................12.13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES!STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. •2017 FLORIDA BUILDING CODE(FBC),0TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRE 33-11J°k STRESS INCREASE NAS NOT BEEN •ASTM LORIE130D08 USED IN 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 •ANSUAFSPA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT'REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. :ALUMINUM 5100.12 + eomptyi0g With We BhrWo 10)REFERENCES;TEST REPORTS FTL-7984&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES.LTD WHITE&BRONZEI.IGHTER •AISC 380.10 BoOdlas Code SHADES OF CAP COATED PVC EXTRUSION NONE;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I AL LYAwept” 140 7- O•Q,5 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. T 7ReHalon: C 1 • Date � Q NN A7., USER INSTRUCTIONS: ��� t`;`. UGENgF ����! UPDATED TO FBC 2017.-JR- Bymi •4•PPtduel 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •% 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �•: 140.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN t r PRESSURE FROM TABLES 4-B.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW "p macdp5oo: Drupe W: OPENING OBTAINED INSTEP I. ;70: 6 7-2. r� ; 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR %Q TE N.VENICE,FL 34275 5)INSTALL ASft YOUR INGS PER SHEET)31ON FROM TA13LES 2 OR 3,AND THAT ALL MIN.FOR THRUFRAME NSTALLATION OR SHEET 4 FOR IIREMENTS NTEGRAL FIN)INSTALLATION.OM THIS SET ARE M[T, i`TF•'•.,F(pRIDP:'�C� (B41}46(F1900 nIN '05* SS•zDNAL ENG�� 9H7o7017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 UITEGRALFIN PRESSURE QUAL ATINO DETERMINATION 15 THE SAME PROCESS FOR ALL FRAME-TYPES(J•CHANNEL,FLANGE, A�YN 11iII "% µPOTy IH°' Sodos/MoQok Seale: 571Nt: P.E,d58705 CERT,OFAUTK929298 SH-5500 NTS 1 OF 13 MD SH5500-01 RB TABLE 1;ALLOWABLE GLASS TYPES Glees Description(Llstad from Extortor to Interior) !4, gs Praosura Frame Olosa Frame Frame ° e# Shalt# TYPos Optlam Contigs; Shaped inr•tsitationOpBansthatmayboucodfoesF198) (ataTable1) (esoeFtgA) (souFfgC) ti 7!e'homtnated LD.;1!8"A ExteriorCap+7l1G Air5paca+5118•Laminated;(2)Lflea of iter•A Glaea vdth.090'PVB Intedayer 60 7/8•Laminated I.G.:118'T Exterior Cap+7116'Air Space+5118•tminated;(2)Utas of 11'A Glass with,090'PVB Imedayor 6 Equef-IJta, 9gaarrlRceL, ••••into 2X Wood FromdBuckstdp-ohm 3,option 1 7 T/8"Laminated i.G.:3ltG A Exiadot Cap+318"Air SPaaO+litf8"Laminated;(2)Utas o!18'A Gtaas with.09D•PV8 intadaynr 6 Flangt 5-1B OdellProtfsw Amh-Top8 Through the!roma ,.„into ConcretWCMU-shoot 3,option 2 B 7/g'Lnminatad I.G.:3110'TExt°dorCap+318'Air 8pac°+Elie'Leminatod;(2)Utero of i!8'A Glaser u ilh,060•PVB Int°deyor 6 (N2) ti Cottage Rodius Top Of the WindOW�:. ,,,,through 1X Suckship into Conceste/CMU-sheet 3,option 3 9 718•Laminated LG.:118•A F-xtedorCap+7/18'Air Space+6/16'Laminated;(2)Liters of 118`H Glass wilh.040'SG Intedayer 7 7 ...Jnta Metal-sheet 3,option 4 10 7/8•Laminated LG.:118"T Exterior Cap+7/16•Air Space+6/1S'Laminated;(2)Utas of 1/6'H Glass with.090•$O Intedayer 7 7 Bart ....into 2Jf Wood FrarrlolBuckSldp-sheat 3,option 1 11 718"Laminated I.G:3116'A Extedar Cap+3/8"Air Space+5/16*Laminated:(2)Utas of 1181 H Glass with.090'SG Intedayer 7 7 Eetl ft te, S rch-TooaL,Through the frame....Into C o=rnlafCMU-sheet 3,option 2 12 718'Lominoted I.O.:3/10"TF-xtedor +318'AlrS ca+5118•terminated;2 Liles of 1!8•H Glass with.D90'SG Intoda or Eq(44) g 5-1e 4rI Cottage Arch-Top 8 CSP Pe () Y 7 7 (/!4} &Cahage Radtua Top of the window...... ,•„ihrsu0h 1X 8ucksldP Into CarrcnrtelCMU-sheaf 3,coon 3 - 13 718•Laminated LG.:118”A Extedar Cap+6118'Air Space+7/10'Laminated;(2)Utes of$116'A Glass with.09(r SG Intedayer 8 7 ....Into Metal-Sheet 3,option 4 14 718'Laminated LG.:V8'TExtedarCap+5110'Air Space+71101 Laminated;(2)Utes ol311W A Glass with:090'SG Intedayer 8 7 15 718•Laminated I.G.:3118'A Exterior Cap+114"Air Space+7/18"Laminated;(2)Utas of 3118'A Glass with.090"SG Inloda or Equel.Ule, Square/Reet.,7TUangh ••^roto 2X Wood FromuiBuakeldp-shell 4,option 5 Y 7 7 JLhonna1 Inteeml in...,,. Into Metal-sheet 4,option 7 j 18 718'Laminated I.G.:3110*TExtedor Capt 114•AtrSpaco+tJ18'ierminsted;(z)Utea af3110'A Glass with.090*SG Intedayer 7 7 (#i} 5-6 DdeUprmtew Arotr7op 8 b Cottage Radius Top Through the from .-..Into 271 Wood FromeMuckstdp-sheet 4,options of the window...... ,,,.Into Metal-sheet 4,option S TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7.8111,13 Through the ....Into 2X Wtod Fmme/Buckstdp-sheet 4,option 5 Group Anchor substrate THE MAY N B FUSED IN Integral F}n Integral ffn.,.... Min.Edge Min. Equd•Ulo, squaroltiect., Distance Embadmont' • (#3) S-8 Odel/ProUew Arch ....tnl2Metai-ahaet4,rsptton7 #iq SMS P.T.Southern Ina(SG_D, ) 118' 13/8' B Cottage Radius Top Through thehome -...into 2X Wood FremelBuckeIda-sheet 4,option 6 Steel,A38' 318• 0,050' 'MIN.OF 3 of the tvindaw...... ....Into Metal-sheet 4,option t) (steal,lass's. Steel Stud,A053 Gr.33* 318• 0,0451'(18 Ga.} THREADS or 410 S.3,) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME ES •A"-ANNEALED A Aluminum,8083-T5• 3/8• O,p50' METAL P,T.Soul-hem Pine(SG=0,55) 7118' 138' SUBSTRATE. {1 (1 'H'=HEAT STRENGTHENED (D l J T=TEMPERED 3/iB•steel Ultmcon ConcretCWU, 285ksij 1' 1-3/8• -UNGROUTED PV8'=.090•TROSIFOLGPVB Ungrouted CMU,(ASTM Gg0) 2.1/7 1.1/4' CMU'VALUES BY KURARAY AMERICA.INC. #iz SMS P.T.SoUihem Pine(SG=0.55) 3/8- 1-318' MAY 8E USED -SG'- 000•SENTRYGLASO Steal,A38` 3!e' 0,050"" FOR GROUTED /,r J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (sleet,18 8 .) Steel Stud,Ae53 Gr.33` 318` Q 44fii'{18 Ga.} CMU �� , AMERICA,INC. B or 410 S.S.) Aluminum,6093.75• 3/8" 0.083' APPLICATIONS. (2 J (4} 114•steel Ultrucon P.T.Southam Pine($G=0,65) 1" f 3B1 ECIU 'LITE ORIEL COTTAGE 1/4"Stool CosteBex P.T.Southern Pine(SG=0.55) 1" 1.38" FIGURE C:FRAME SHAPES IDA 1!4'sleet AggreGator P.T.Southern Pine(SG=0,55) 1' 1.3181 —. BUCK WIDTH)-+•—--j BUCK WIDTHS-+—•-+{BUCK WIDTHH- FLANGE BOX OR EQUAL-LEG 1/4•steel Ultracon Concrete(ml; 2.95 ksQ 1" 1.314' i �f-— •-•-1 C Ungrolned CMU,(ASTM GN2'90) 2- 114' T = 114"steal CreteflexConcrete(min.3.36 ksi) 1• 1.314• i Motorist Mtn.F Min,F* to 1/4'steel Ul9ucon Concrete(min.2.85 ksn 2-1/7 1.3/4• w `w �c w Steel Screw 92 hal 120 ksl Conorete(min,3.35 ksi) 2-1/2' 1.314" Y Y w = Ms 18 8 Satew 6064 kat 95 kai 1/4'stool Cretoflex v O = c re o A10 Screw 90 kai 110 kol D Uagtauted CMU,{ASTM G90} 2-117 1-14" m rf/ Vol �/ m s Else Aggm-Gatos 57 kot 95 ksl 1/4'steel Aggro Gator Concrete min,3.275 ksl 1-1/7 1 1 �� 9� 1 QmUled CMU,(ASTM C-90) 2• 2'• 1 Eieo NlraCortID 155 kai 177 kai RECTANGULAR RADIUS TOP ARCH-TOP 410 SS Elco CrsteFTaxdo 127.4 kat 189.7 kat WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPESMAY SE USED _A Aluminum 76 kat 22 kol T BLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Sol Stoat 33 kat 68 kai PRODUCTg with O Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS&10. �' Rival Stud 33 kai AS kai as c°crplyinB with tlta Florida Group Anchor Substrata 8_1_5 Codo DistanceEmbedmonr Acecpmnco W o I�' A q E Z-1/2'x.131'Common Neu P.T,Southern Pure(SC»,55) Sir 2 7116' 1>>t �� riser tom s Date �j `. QNY 2-112'Ringaherdt ttoo6ng Nap P.T.Southam Pine(SG-,55) are• 2-7/16" LYMAe �ts' +,`Z`•y1OENs '•.l ANCHORS RE-GROUPED. gy P.T.Southern Pine(SGa,55} 112' MlaIf. DadoPraduU mm #io 7)Usahead ells -JR-06/06/17 Aluminum,80e3•TS 318' 0.050' No.58705 (steel,18.8S.S. *J l S orAtOS.S.) Steetud,GL 33* 318' 0,0451*(18 Go.) y O;` Doaedptlan: am n or. Steel,AW 318' atf50• 1070TEglNCXGGYDRNE MGLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.LSouthern Pins(SG=.55) 9116' 1318' TIe s3 �0'• 7�r4,111. N.VENICE,FL$4276 #l, SMS Aluminum 8003-T5 3f8" 0,067 BEYOND THE �r�'•FtORIV? ootse (sleal.188 s.s. �. S G. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 err ai0 s.S.) sled stun.Gr.33• 31e' o,oso• suasaLTRATE. �';1`rs7DrN� A1_�11�5 ``' rear Ol01a, Stool,AW 318' 0.850' A.LYNNIA)1LLER1p.E. wI S++fe*fXodae Score: 2 term"no. RI r -- P.E.#58705 CERT.OFAUTH.#29296 SH-5500 NTS OF 1 MD-SH-5500-01B INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP INTO CONCREMCMU. ANCHORED THROUGH --T— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD I+— 1/4•MAXSHIM FRAME OR STRIP. I 16 114'MAX SHIM —�I r-- SEE NOTE 2,THIS SHEET, n SASH VISIBLE 17 EMBEDMENT Q 18 LI6HTWIDTH EDGE FLANGE FRAME �~ + EDGE DISTANCE SHOWN �—L DISTANCE 44 BALANCE �1/4'MAX TYPE VARIES TYP.ANCHOR SHIM TYP,ANCHOR TYPE, r 42 WITH SASH TYPE, EMBEOMENTANDEMBEDMENT WEIGHT $4 c� TYP,ANCHOR TYPE, O 30 2 EDGE -_/ Q AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE ISTAN EPER pISTANCE PER SUBSTRATE, SUBSTRATE, _. EDGE II.—II SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR 18 8f DISTANCE SEEEA13LE 2, 7 FIXED 19 20 OPT.SASH TOP FLANGE o� LI GHDT WSDTH IBLE ID 4 EQUAL VISIBLE LIFT RAIL FRAME I 2 _ILEGIBOX LIGHT I J BUCK WIDTH HEIGHT i FOR ALL WINDOWS: NOTES: SHOWN f FRAME 1 ANCHOR @ 3.55 HORIZONTAL SECTION A-A SHOWN 49 48 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,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 46 46 4) SCREWS @1"B- INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OFTHE FOR WINDOWS WITH WINDOW. 1f4.MAX. BOTTOM LOCKS: SHIM qIG OR O12 STEEL U4•MAX, BUCK 60 16 ADO ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM HEIGHT SCREWS @ 0.316" USED INTO WOOD AS PER TABLE 2, SMS(GS),BE 86 FROM END. E I SHEET 2.ALL WOOD BUCKS LESS l� 30 THAN 1.112 THICK ARE TO BE TABLE SASH CONSIDERED IX INSTALLATIONS.IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT - UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS THICK OPT BO y__ 16 DEPICTED AS 2X ARE 1-112"USE EITHER OR GREATER.IX AND 2X SUCKS 85 LATCH OR (WHEN USED)SHALL BE DESIGNED L� Q (2)1' 81 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIORESAT 8p 31 FROM SASH ND. RESPONSIBILITY TESTED UNIT THE D BUCK FRAME / LEGIBOX WEEP LOCATION:6-SIB" DESIGN OFTHE ENGINEER TION IS THE SHOWN o SHOWN ME NOTCHES AT EACH END. OR ARCHITECT OF RECORD. EXTERIOR B 86 3)VISIBLE LIGHTWIDTHORHEIGHT INSTALLATIONINSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION4 � OPTION4 PR0 OrrRrsVISr•D 67 OPENING)IS MEASURED FROM la lanFlYwB with IEc Fes° ANCHORED THROUGH ANCHORED THROUGH Buil dim Code EQUAL-LEGIBOX 1/4•MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Aceeplm¢o No FRAME SHOWN �D❑ .10%1111111111,//'' Ravlaton: Ex.� DMo'i LYIVAI 0 37'X1.25' WEEPHOLE ���'��,•'UCENS OY F�'•;C Mian Dada Product a, ,{ ••�'•' ! NO ANCHORS : REQUIRED IN VISIBLE LIGHT FORMULAS Z/�v R M 38 • a• .• FLANGE OR *: No. 5870$ EACH END. EQUAL-LEG WIDTH FRAME SILLS @SASH:BUCK WIDTH-6.112' —•O'�(li� O�Pu^: @FIXED LITE:BUCK WIDTH-4.318• =7� J�':'w, 1070-MOMOLOWDWE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ,.• •••• y 0�'., ST TE OF !V N.VENICE,FL34276 HEIGHT HEEQUAL-L3-E5J16' F��AIDP,.•'G?� (081}-080.1800 TM: Data: VERTICAL SECTION B-B '.S�DNAL��� LroPnla/Yuxa,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' /'//11111111111 `` &LRIOfMAEaER m SeAas/Ilodet: Seale: Shaof: t7mvfng Na. Rer. A.LYNNMUER,P,I- SH-5500 NTS 3 OF 13 MD-SH5500-01 B' P.EA 68706 CERT,OF ABTH.*9298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION:5. I ANCHORED THROUGH FRAME INTOIX ANCHORED THROUGH INTEGRAL FIN_ INSTALEATION OPTION 5 EMBEDMENT WOOD FRAME OR SUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL F•+- EMBEDMENT - NOTE 2.THIS SHEET. SUCKSTRIP.SEE NOTE 2,THIS SHE EL I„-EDGE DISTANCE J� FIN INTO 2X WOOD FRAME OR i 114'MAX SHIM j SUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE V 16 IW MAX SHIM t SHEET TYP.ANCHOR TYPE, - SASH VIWIDTH S4BLE J•CHANNEL EMBEDMENT AND EDGE _,,. (''� 18 LIGHT 17 FR2.AME � � DISTANCE PER S SHEET !'¢I SHOWN � � �� SEE TABLE 2.SHEET 2. (SCREWSHOWN) 44TMBALANNCCt _ _ EMBEDMENT PE VES �IWMAXSHIM 42 WITH SASH I(I \` TYP.ANCHOR TYPE. EDGE WEIGHT 54 I 1 EMBEDMENT AND EDGE DISTANCE II DISTANCE PER SUBSTRATE, `t SEE TABLE 3,SHEET 2. ry U 16 (NAIL SHOWN) EXTERIOR $7 TYP.ANCHOR TYPE. f� INTEGRAL EMBEDMENT AND EDGE FIXED IB FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, VISIBLE -20�LIFTRSA�SHTOP - FRAME ' LIGHT WIDTH FRAME SEE TABLE 3.SHOWN (NAILSHOWN)�EET2• J CHANNEL LIGHT HEIGHT FORALL WINDOWS: NOTES: SHOWN jy 1 ANCHOR @ 3,55' EUCK WIDTH 40 48 FROMENDANDAT 1)USE ONLY i 21 CES. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C Q22 FORWINDOWS ANCHORS LISTED ON TABLES 2$3 , T2 - OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION.FSC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 6 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY il9 SHIM �MAY86EEVWERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2$3.SHEET 2. 45 40 47 SCREWS 016.3/8' INSTALLATION OPTION SHOWN MAY FROM END. i4 BE USED ON ANY SIDE OF THE 35 BUCK o FOR WINDOWS WITH WINDOW HEIGHT gp 1I i8 BOTTOM LOCK^'' #iDOR#126TEEL IWMAX. D ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING �� SHIM 85 -,� FROM END S � SHEET2.AUSED INTOLL WOOD BUCKS OOD AS PER TABLE SMS(G5),SEE 30 - THAN 1-92'THICI(ARE TO BE TABLES2$3, SASH CONSIDERED IX INSTALLATIONS. SHEET 2, EMRIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT' USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE,WOOD BUCKS i '} 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/YTHICK t OPT. 86 ••'—• OR GREATER.IX AND ZX BUCKS jo�a LOCK(SHEET 3). (2)P 81 30 65 63 TESTED UNIT TO PSIWROPER USED)SHALL LOADS it F!N AN"OR INTERIOR 31 FROM SAS END TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH ENA. INFIELD NOTCHES AT DESIGN AND INSTALLATION IS THE 80 RESPONSIBIL17Y OF THE ENGINEER INTEGRAL FIN EACH END' NOANCHORS ORARCHITECTOFRECORO. FRAME SHOWN D REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION I THROUGH FRAME. (ALSO REFERRED TORS DAYLIGHT OPTION 7 ., OPTION 8 PRODUCTREWSED } OPENING)IS MEASURED FROM ! 1f4'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL :Is mmplYi�wi161Ne Fhalila INTEGRAL FIN BEADING TO SEADING. FRAME SHOWN ©D SHIM L�11 t 7 i!r 1 ff f�INTEgRAL FIN INTO METAL (INTEGRAL FINiFLANGE REMOVED} Seii Pt Cock o Aaapbnco No t7 05 .Zr X 1.25”WEEPimtlon OmPne WlCOVEft@2.87' By3FROMEACHEND. > dvct 4 ...-- •(C` AQ' a - VISIBLE LIGHT FORMULAS =*r No.56705 TYP.ANCHOR TYPE, -L._EDGE Ot57ANC£ - EMBEDMENTANDEDGE - WIDTH --L1 DISTANCE PER SUBSTRATE, _�' @SASH:BUCK WIDTH•6.1/2* ��1, 6" ! �. As."IpNon: Drown BY: SEE TABLE 3,SHEC 2. --e..1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318' ,p . STA•�0 '•jug 1D70 T£CHN6LOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKi (SCREW SHOWN) +'(�'•. 4[-I* N.VENICE.FL342TS HEIGHT(EQUAWLITE) ifS�S�'•:;xORtOP..�•�'C��� T7Us DW INSTALLATION OPTION 5 VERTICAL SECTION D-D SUCK HEIGHT/2.3.15116 YiS�ONAt SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 _. ANCHORED THROUGH INTEGRAL FIN 'tfftIIIII11L� WPVP)*0e22n INTO 2X WOOD FRAME ORBUK-CA.LYNN MILLER,P.E. ALLNGM SwfeofAfodeF. 5'cala Shea` STRIP.SEE NOTE 2,THISSHE:ET. LYNN CERT OFAtiTTtR2Ezs6 SH-5500 NTS 4OF13 MD-SH5500-01 B 718'N 718"NOM. �— —r-I 718"N Imo-- 718'N 7/8"NO I�-- 5116"A!A PV13 - 5116"A/A PVBI 5/16"AIA PVB I 5/16"A/A PVB 5/16"H/H SG I I 7/16"AIR SPACE 7/16"AIR SPACE 318'AIR SPACE 318"AIR SPACE 7116"AIR SPACE --\- 1/8"_A GLASS 118"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS GJ EXTERIOR a EXTERIOR a EXTERIOR �]EXTERIOR 4J EXTERIOR --- mas rbie r67B 7678 '�•� GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8'NOM. --"I 71W"N 7/8'NTIB'NO718'NOM. �— 5/18"HM SG I 5/16"H/H SG I— I 5/16"H/H SG 7/16'A!A SG I I 7/18"A/A SG 1— 7/16"AIR SPACE 3/8"AIRSPACE 318"AIR SPACE— 5/16"AIR SPACE 5/16'AIR SPACE 1/8"T GLASS--\ 3/16"A GLASS--\ 3/16"T LASS 118'L%GLASS--\ 1/8"1 GLASS EXTERIOR <p EXTERIOR le a EXTERIOR <�]EXTERIOR a EXTERIOR 7671) 7670 70.78 18.70 70.78 If I GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —� 718'NOM. 718'NOM. 7116"A/ASG 7/16"A/A SG tk'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 76-79 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS WITH i-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR EXTERIOR GLASS TYPES 5.7 9,11,13 7678 70'70 31 ' 8 16 MAY NOT BE USED IN ED EXTERIOR II 75 THE HVHZ ABOVE 30'. PRODUCT4 mTwitht1w TLKfda Gj tlll GLASS TYPE 15 GLASS TYPE 16 WIdmso,a" q 11111!I1 Acct w r10/I 1�• 38 30 LYM 7� Raelaiorc E Ilatioa Date t o. ......... �Q 'L10ENyF• I;� �� NO; ade Product No.567o5 '- %' '�. GLAZING NOTES: * OaacrlPBorL Dram Br. A"=ANNEALED ^'D TYP.GLAZING DETAIL H•=HEAT STRENGTHENED ��:, ?�L I :Q ; 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED S7 E OF •' N.VENICE,FL 34275 Do1a. ® ,'n '• g/' 7111e SG'-.000'OSENTRYGLAS®BYK RARAY AMERICA,INC, �i�C��''FCORIOP.N�C�`� (84180 own ��IS ONAL 6 G�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1.SHEET 2. I j I t T I I 1 1111 tt /�PNKM SMea/Nodal: Scab: Sheat: Drorcing No. Rar. A.LYNN MB.LETL P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 I B P.E.#58705 CERT.OFAUTH.020M TABLE 4: TABLES: : LE oli..rms Oaatgn PtassOnr,R1WR3 a oaaa�dp,mtryaa s.snlrga Design Plssaur6,lb.fi3 tu..arrp.• Daagn Prtmauro,&srR2 0,&7416 RRlnt.". ib.pnowlad- Rat. iNMow�o W4. %706 •-50.0 P r1mP.rb- °1448 I SM +65.D 1-70.0 W1n1.LOW 273 Ea017a. /1.564 M90 700 I MS0 900 Rtttd&awl RI Fa MMad-6.mh 44... SI4Mrd CA.p 14317.19810 .aao 700 1 Mao .70.0 R2 F".0,4m-w4...b41r., 20 E"u t. 11363-14310 MSO 700 146.0 d0.o SEE TABLE 9,SHEET 8 FOR 625,0"pmew 11.377.11552 455.0 -mo .054 aao SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Ta•Y.1 21517.2s.2M 463.0 -mo 412.0 700 ANCHOR GROUP AND QUANTITY. 81-auad Cdoal 2aa65..3.610 MAO -mo +03.0 -1&0 ".374. Ea•.r4t. M517.MW MSP -250 406.0 MO o M.nd dPml•n 14517.17310 -0.&O •M0 .61.0 .70.0 60.1.1 11.077.45316 MSA -25.0 405.0 -740 r.o„1 sr35s-s&2/t Maa -no •ato •rah Cusm185. A5S7.9.6�2 Mao -MO -MO 900 Ma A dOM oa 2&617.253}6 MSA 7a0 f MSA -no HEADER " EgA$4b 21.30.23.510 .500 -mo I 4530 •mo HEADER 6b Mrd P.9- IL517•20,640 .6TA -250 ,ala 700 23 0AWn S0. 14517.17315 4Oaa -MO .054 -mo 23 6Md"I it=.145ta 46x0 -mo 105.0 1•250 T~ 31.27.3.3011 .536 •140 403A •250 gWtlrd Cdl.p. 350-71360 MaU •?DO 4e3A .loo p cvatau 25.517.20.518 ,Mia .ma 4500 a0.0 p MEETING RAIL 40 sv d.Vpp/ex 11511.m31a ,aso 700 405.0 •2540 8 MEETING RAIL U C apm su. 14.517.174to -no .70A M5D .mo 26 o Cu.lam atl 1250.14515 +510 •mO MSA •250 27 6,.w I 11.377-tuts MSO --S-o MSa •700 ' qR 701.11 37.2.30.77.630 -MO .250 ,MA -MO (��x V a ({ 94 dk OWa a A51F.301a7 466.6 .7MO 4894 j TOA V ° 23 U EQpxw 2a317.2a610 -no •75.0 +05.0 -Too 23 JAMB 41125 *"-ob. 24511.23510 4mo .raa Mao 25.0 JAMB st.MmlPmd.e 0.657.20.6to .MSO -25.6 1.61.0 -760 I,• �ig Q9H SASH Cuom t6b. 14.511.17315 -no -,mo •554 .70.1 H SASSASITY HEIGHT c l.m6o. ms17./45ls no -mo 'Ke 70.0 shanl.l 1120•tnts :!SQ_ -250 *do •701 -Taw 30517.4A" .664 -mD •65.0 740 QStnlyd C01ago 31.517.3615 46&0 •250 ,534 7ao 23 Ewdel. 26517.31318 Mal •250 445.0 706 23 3UnbaJPal.e 23517.25310 40.0 -251 4650 .70.0 SILL w C.I.Msk. 20617.27310 +650 -=O .CSA Tao SILL C1atm160. 17311•21.610 MSO •250 40.1.0 004 Cutamab. 14.517.17.510 MSA •70A 46$.0 4%1 c w.Otl. 13Atr.14.5t5 ,0.40 .70.6 MSA 4m 61011111 nes4.mols 469.0 •7o,0 I 4osA 4%1s L483 3037.43" -M •10.0 Mao •250 Cutan E.lr. 151742.510 Maa` •ro.a 4wo •700 FRa/na 3617.3032.3 40&0 400 4W.0 •700 73 0135256°. 2817.37.610 40.{.0 •MO .mA MO SECTION DETAIL FOR WINDOWS WITH 6mMrdpoJ. 2261742315 4610 •roA +OSA •255 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 6.7&8 wwn6c. 20517.21.610 .aao •mo -MA .ata LEVEL R2 REINFORCEMENT&GLASS TYPES 5 6.7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE eaalrl 25.615.25316 Myo .764 -no 405 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 eaa)+2• 3617.4.644 M5/ •25.0 ,55,1 aa/ APPLY TO ALL FRAME TYPES 8 CQNFtGURATIONS) w .331325 67:. 3611.3.316 .6x0 •rao MSA 07.3 CONFIGURATIONS) a0,w,4Paa.4t Sxals4S5fa -no R .0x0 4ms PRODULTREVISBD 114.6 Tak.I `.413" MSO •251 .400 46.3 m°6mplyiltg 1411211.R*ddh SEE TABLE ID,SHEET9FQR ANCH OUt Ounce No AND QUANTITY. Buildiag Code uepj "MIN.SASH HEIGHT°WIND IM(3 IfYHT 50,100 E rat Duc 4tr •.� Miami 6aaProdua4 58705 1• NOTES: C7 1�':'(�? soroTECHHOLoGYDRm DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ,O '• ST TE 0 „ •'•• ORtDP,r'tSN.VEMCE.Fl-34276 Aga: OMs: 2)FRAME DIMENSIONS ARE SUCK.SASH HEIGHT tSASPERTHE FIGURE. i"sS/ �C� ` (945}{0¢t00D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONAL 8 �`�� 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN r'7r3I I I iSaS.s/3iAdak Scala Ht ON THE TABLE. a4n A.LYNN MILLER,P.E. � . SH-5500 NTS 6 OF 13 MD-5H5500-01 B P.E.558705 CERT.OFAUTH,929295 T BLE 7: TABLE B: of-lip. 6.Iwn Bun y al..Typ. Ddt.m9.h "X I3sia 0.0.11!0.,30.6114 S.4h4t9➢ht Dmiga Pr4m.aTa.rosOl 1360 OMaW.tx l 8.h H.i69 D..1ga Pra NnId.7T71 oMM NMI ..04®Wnd.w R-00) SwNw9pck YAGInM .Int L.01 R1nPOW[Wow Rmoi NO WMd.wau3lYI6h/W 3 "4tsh- ppb40 43 61123 64 3 H60Mah0-a to 24 22 sp 40 0 62125 W 215 EWdOIe 17504 470.0-710.0 470.0 110.0 470.0-710.0+100.ttau 23,6 E.944. 11.314 •70.0-110.0 740•1140-70,0•110,0 •70.0•110.0 1100-1140 170.0 410,0 1700 1100.vm0.710.0 o 610.!414l:OLp. 14111.11870 470.0-t IDA .111.0-710.0 70.tl-110.0•100•110.6 MMIMCOM19, /4117.76.970 •76.0-110.0 +7a0 410.0-70.01-11G.0 •70.0•110.0 -70.01-110.0•70.0-11D.0 70.0.110.0 •70.0-110.0 26 EWd£4 itA93.%sla -7041-110,01-70.0-120.0.700-tlaa.7ma0-710.0 20 Ew". 1!,643-14.614 40.0-110.0.70.0-lima+Imo+HOA •70.0.Ma0+fiQ6.714.0.:740•110-a.10-0 1110.0 •106-110.0 Ouna.d P,obx 11971.11.92 170A•1104 +704•110.0+Toa-11110 .100 •1140 mood7mPlwMw 17.377-71.502 •70.0•110.0 704•1106 •70.0•110.0 •70.0-110.0 •140-110.0 .70,0•1140 170.0•110.0 -109 man TahK 2151?-2X206 +70A.it0,0 +710-0100+744 41M0•0.O•itaO TOM 21610-213284 •70A•110.0•70.0-MRO-70.0-110,0 174.0-1104 70.0 NOA-70A•110.4•70a•1140 .70.0•120.0 HEADER 011,419 C.6pp4 30.040.21610 .710•lima •70.0.1140740-1140 4100•110,0 61043f6(16049S 20.069.23.616 •70,0-110.0 170.0•110.0 •70.0•110.0 •740•110.0 70.0-lima +70.0•110.0 76.0•00.0 •70.0-1140 25 31.075 EDOd6S. ITA17.2aw 470.0•110.0 .70.0-110.0 .700-Ilea -=b•}00.0 37.376 f-0ud9t. 77317-20957 70110 .0- .0 74.0•110.0 •10110• 0.0 •70.0-II46 -70.0•1109 •70.0.1140 +fou•110.0 -749•10➢.0 auNrd P.bw FS-1 6 7700•110.0 74.0-110.0 110.0-1140 7100•1140 1310,4.10 Pra14W 14.311-17.510 •70.0-00.,0 •70,0•110.0 .70,0•00,0 •704-it" •70.9-lima 70.0•110.0-70.0-lima -70.0-110.0 EI 1011 11.37?•14.618 470.0 4}10.0 1700•1109 .700-TO-70- +70,0.7010 amd44f 11377.14516 -710•710.0 70.0•110.0.70.0•170.0 •704•110.0 •700-11mo 700•114.9 •70.0•117.0 .70,0-103.0 T.kw 37380.11.011 +70A•110.0 770.0 -00.0 +70.0. Ano •100 46.0 Toot 21,663-31.611 •70.0 1!140•70.0-110.0•ma-110.0-70.0•nae •lad•110.0-70.0 a" •,M.d 410 70.0 40.0 0 (utw On. 20.517-27.wz .70.0•110.0 •T0.a•1100 +mo-110.0 +inti•lima cull"sk. 28.617.27.502 •70.0-lima 704•710.0 .740•110.0 •70.0-1100 •70.0•110.0 -70.0,410.0 -MOI-110.01-MO-IID.o � MEETING RAIL aWK NCoasC& 21617.29310 .0.A.11m0 110.0-110.0.100-lima .7p,o-Iwo sf! C p 23.517.2&110 70.0-110.0+70.0.11 .Mo-00.0 -0.A-11110 .70.0.-11ta•70.0•lima *704•119.0 10.11-110.0 N EWd70. 26617.21616 +794-MOA •70.0 410.0 7110-IIaa -100•110,0 N EOu4'914 20.517.23510 •70.0•110.0-70,4-110.0 •70.0•110.0 •70.0•110.0-Tag-!1110 .70.0 410.0 70,0 110.9 -711.1)-110.0 27 3tmdamR k. 17.617.24.1316 +70A-110.0 .10.0-114.0+Ino-lima+104-110.0 shmi dPwAw 11.517.20.515 70.0-110.0-744-Ilam*ma-110.0 -700-1100•70.0•110.0 -7a6 410.0 •70.0.114,0 .1017 IIFO _ - C.*. ah. 14.611.17.514 704•110.0 .704•110,0 +100-110.0.Xb•110.0 C0om0S0. 74.317.17515 •704 AMC •740 AMC•70.0-tiD.O •700•1160•0..D•110.0 0.0.0 410.0 -70.0•1101)-70.0-110.0 �RIQj{ atart.M 11.317.14110 -70A 410.0 -7DA•1140#70,01.,01.41•7110-1010 W.U.1 11.3!7.14116 .70.0-lima*70.0-110.0 +74.0-110.0-700•7149 00.4-119.0•74.0 410,4 1109.247.0 .76.9•103.0 T49.1 31.663-36.011 .704 410.0-MO -MO -7110 $0.9 1•740 ARO T.Oa.I 31,000.33.111 •70.0•120.0 •70.0-110.0•70,0•110.0 •70.0•1760 .Imo 410.0 .70.0 09,0 •100 43.0 +70.0 •60.0 15 0 Otadro C09P 20.5r7-37.60.1 170.0-110.0 -70.0•11CO 070.0•1140 740 410.0 8111 C0f.0. 26.517.31102 +70.0-710.0 70.6-710.0 •70.0•710.0 •70.0•7100 70.0•049 .100 4}0.0 •100-110.9 •70.0-00.0 4.0119 25 Epr0I07e 20.517.20.610 +70.0-110.0 +70.0•110.0•7100•1140+704•lima EO.". 20.617.26.510 •700-110.0 170.0-710.0 70.0.lima •70.0 AMC+Tod,-110.0 .740•00.0-mo•Ilma.70.0 1}10.0 48 &W4wdPfMk* 12617.40.614 +70,0 410.0 •10.0 110.0 170.0-170.0 x0.0 710.0 49 Shumazedpl419r 17,511.20510 •70,0•1140 170,0-110,0.•70,0•110.0 -70.0 4760 -70.0-00.0 .1mo•i1Ro .704-110.0 •70.0•1140 �Ld3 SASH 06tomaR. 14617.77.614 -700-it"+740 4110+79.0 41DS+106-7fga Cuoamstl. 1am1.17.310 -714 4!0a •mo-110.0•0.A 4IRa •70.0.Mal .rao 410.6 •ma 4110.79.0.1114 70.0-110.0 f<;3 HEIGHT 00.!0.0.0.T; 7x117.14110 .704-110..0 .Ian 0.10.0.7110-11116 +ma 440.6 COdamap. 1x6R•usr6 .70.6.110.4 .70.0-Imo 170.0-11110 74.0-7100+rao-Mao 4100.110.9.70.0•110.0. .70.0 1110.0 SECTION DETAIL FOR _ shat+al 11371.12.516 +780 410.0 +100-110,0.70.0-110.0+100-710.0 Dna1141t 11,377-1x516 710.-710.0 7ma-Ilan 704-710,0 -100-00.0•70.0-110.0 -Tac,-lima+70.4-0144•700 41104 $ .lap }}0.6 470.0 4110 Td1w 31200.37.536 •70.0-110.0 Tan•1140•70.0•110.9 .Imo 41100 -100-110.0. -70.0 90.0 .70.0 -010 .70.0 440 WINDOWS WITH Q Cbmretain 20,6tr-216 4 +7pp 410,01-70.0-116-0-74..0-20 t"A-1100 S M."104 too 20611-37707 .704-110.0 70.0•11MO-;MO-•1!100 7a0•110.0. •740 gi0.9 1110.410.0 -100 1110.6-10.0 41!0,0 -7110•11 +70. 4)7.9 aNrd4NC60g6r 25117-33167 110 0.!o" A•li LEVEL 4.3 REINFORCEMENT x5 {1 EWW. 71117-26510 +NA•1100•1104+70.0•110.0 I E¢u+lfir 21617.26.310 •!0.0-110.0 •ro.a-110.0.70.6-110.0 +70.0•1140 •70.0-1140 760 110.0 7aA•110.0 +100-170,0 0 v70A-110,0 .704-1100 9 Cu.tom8k. 29,677.23516 .740-HOA •70.0-110.0-70.0.11a4 1740-lima *70.4•110.4 7110 419.0-mo-lima •704-010.0 &GLASS TYPES 9-10 Otudrd Prwbu 17.617.20.516 -704.11001+70.0•11114 •7A0-110,4 .70,0 •110.4 A 010rtlaN PMAW 17.617.20313 •10,0•1tC,O -/0.d 4140 70.0-1140 -70.0•710.0 170.0 410.0-no 410.0•70,0•110.0 NO.D-110.0 SILL Uakr116Ra lasrT•17115 +T1A•/104 +77.6-110.0 Imo-1140 •0.A •116.0 ,}0 c"-sa• 14.617.77.510 70.4-110,0. •100•Hao •70.0•1102 -70.0•110.0 •rao.110.0 .701•lima-70.0•116.0 7oA•110.0 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY CMi+m87ro 12517.10.616 +0.A•110.0 0.0,0-710.0.76,0-flmo+70.0 4fac Cud-3k. 12.517.14310 +70.0-110.0•70.4-uaa-Mo•040 •700 41ma .740•710.0•704 4140-1010-lima .704•116.0 70 ALL CONFIGURATIONS) SWOM 11377.17,616 +0.A•170.0 -76,0•lima+10,0•114a 4700 410.0 900 191 11.377.12516 +70.0•1!106 +0.A-110.0 170,0•410.0 •70.0-1140 -Mo.110.0 -7D.0.110.0 40.0-110.0 -70.0-110.0 a 0+100.00.0 7700 71 MU +mo 11ac Ta6.7 20.617.41E+4 -70.0-1104 lap-nab ?a0•1100.mo.1110•100 lima•70.0 Mo-0.o-tin +70.0-143.7 7 34117-41614 +m -t!0. 3.dW C.Un. 01.617-00.616 704-1103 .704•110,0 70.0-710.0 .704•1700 11.0.7710 C0a0p. 31617.36.616 •70,0-110.0 170,6-110.0. •100•1140 •70.0+110.0 you•lima+70.0 410.0.74.0•100.5 40.0•1010 EW.F61r 0.1517.11315 410.0•1106*100-110.0+70.0 41309+70.4•110.4 EWata. 25611.21114 •10.0-110.0 7116 4!109•100-113¢0 -MO•lima-ram-110.0.7&0 410.0-70.0-WA•704-JOx4 BtsmrOP-im 21617-20.610-TTO,p•110.6 .70,0•110.9 •704.170.6 .100 •11¢0 WGTV0I'MIM 21511.28676 •70.0•11x0 •704.1140 •70.0 400.0 -70.0-110.0 •T4a-110.0 70.0 410.0.70.0•110.0 70.0-7012 82 =1117.2asis -?AD 4104 -70.0 400.0-704•tfod 776.9-}t0.a d2 cncmnsn. 26617.23616 .710-110.0 •70.0.1140.700•140.0 +100 410.0 +70.0-110.0*74.0 4119 470.0-II0.0 70.0.107.0 tdulan6R. 17.511-20.516 470.0 41wo 470.0•1140 *70,0-flao +100-110.4 COQOM94. 17.517.20310 •70.6-if0.a •70,0•110.0 70.0.110.0 •T6a-I10.0 704-110.0 -70.0 410,0 •70.0•110.0 .70.0-161.5 q.EX[ISRO 14517.1x615 -704-114A) .704.110A 1740•110.0 .7114•110.0 C.tpm SR- 14.617.171/6 740-l10.O 740•rima-70.0-Im0 -XIII-IM,740-Iola -70.0.100.5 •704•170.6 -70,01-100,5 C�.t-at. i3.Otl•f4.6M 470,0•110.0 •704•110,0-100-lima •rao.nab cud-sae 13.Of?•14.50 •70.0.110.0 •7U4-1180.•100•ID0.2 -100-1017 -78.01-07.1 -70.6 40.4 -TaD 44.4 -740 -04.4 Sh t ll 11.604.13.010 770.0-110,01,70.0•110,0 -100•11D.0 •100 410.0 3h4Mn 11.004.13.010 170A-1040 •70.0•110.0 •70.0.1026 •70.0 47.0 -70.0 -03.3 -70.0 96.1 •70.0 44.0=-0.0 44.0 T.M.} 30.517.41.40 -70A-110.0-70.0-lima 170.0..1100+70.6-110.0 T.4.t 2a517.41.904 •100-1166-70.0-110.0+100 410.0.100•lima +7¢0•110.0.+74.0 410.0.410.0.+70.0-107.6 +110 $p,0. - C.WSt. 30.517.32,616 -704 414.0.70.0 4100 1100 1100•70.0-710.0 Cull-ft. 31.517-39,510 •70.0-11110 -70.0•110.4 44.0•110.0 +7100•110.0•70.0•110.0.70,0.110.0 70.0•101.7 70.0 44.5 Ed+tt46a 31517.31610 :704-719.4+10,0-110.0+100 1140.0..a-1510 Ed+d4t. 74517-30516 70.0-110.0 740 4100 704-1100 +74.0 4100-70.0-1112 70.0•110.0 •70.0 4044•0.O 140 76 L1al.in Stu 21617.35.016 ,7010-110,0 -704 4100-Tm0•Iia@ -100 410.0 T5 cia ms¢. 31617.35916 •70.0-110,0 •lap•1160 70.0 410.0 70-0•110.0 710-110.0 70.0.110.0 -70.0•100.7 -70.0 4a2 DtW,MP.abw 21617.31610 476.0.1149 .70A.110.0 0.704•71010 740•11100 5T4Mx0P.m0r 20.517.22516 -Ma-Mao •ma•11110 .70.4 412.0 +7LO-110.0 e70.0•110.0 70.0..1698-0.0.1347.1 .749 40.1 Cwmm 0.R. 24St1•29.510 +70A•110.0 670.0•110,0+70.0•110.0 .ma •1 MO 000amak. 26617.79.610 40.0•170.0 •Ill-110.0. •70.4•107.0 11.-10x4 •710 .1 .70.0,0.i .70.0 46.4 .70.0 -004 0.10511 25314.20.516 •704•110A .70.0 410.0 +14,4•11300 •70.0-14OLD aho1M0 26,110.26516 •740•fma .70.0•094•79.0-1040 •70.4 49,1 •704 -013.4 •70.0 424 •70.0 4x4 •70.0 4x4 C W"W WIT-41,M4 +70,0 410A -70.0-lima lap•110.0,70.0•110.0 EWd4a. 34511.41,9(4 •70,0•im0 •Tam 410,0•744.110.0 •0.D•110.0.73.0 410.0.10.0.10..0-0.0. 44.7 +70.0 4111 GLASS TYPESOTNROLIGH 54 0.60111 Oa. 01311-30610 +70.0-110.0. •104•11100 •70.0•110.0.ran 0.140 01 cW-9R. 35.517-31575 •70,0-lima •700•1140 -a•107.9 •70..0.10x4 -70..0 Ala AOA 40.4 +10.0 40.4 170.0 413 �SB MAY NOT BE USED WIT}{ str.t.dPwMw 0.751/-340.10 .794 410.0+70.0.7740 470.0.-110..0.+ma-1100 91u1,02"1 0.!111-33575 •746-tma+lap-lima.ma-1024 .7a.a 4x2 -0.D 473 70.0 44.5 74.0. 410 no 4ao 4LCHAPINELORINTEGRAL PRODUCT REVISED 41411 .70.,0.1111.0 +'0..o 410.0 •ram-71114 .100.itUO 0179 T45eal •H.00 170.0-110.0 1746 410..0 •100•1029 70..9 -0x11 +70.9 413 .70.0 40.7 70.0 404 .70.9 40,0 FIN FRAMES asaamplying With OM.FIDdda SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 13,SHEET 10 FOR ANCHOR GROUP AND gUANTITY. U1dldlag Coc1m "MIN.SASH HEIGHT=WINDOW SUCK HEIGHT-50,136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136. Ato No j QNY C17Ugl f'fIj Rdldstanr E7pisn7fon Daft A" 'VICENsfi:•.�!t '� bimai ad a PrndDa Coalrot N0,58705 .'73 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, .x.11., z 10?0nCHNOLOGYDWVE DESIGN PRESSURE TABLES J ROSOWSKI N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. i�ry s•,F(pR�Dp.,.•G� . t047}4g0.1B00 D0Q' *' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,s,�ONAL 1f1O?0YT ON THE TABLE, llI1 111111 �PDhMORNp� sdrfav MQd�1T Scahc SbaoF. 4vlring No. Raw A.LYNNiJi7�LER,P.E. t:ERT.OFAtlTft62g2g$ REX NTS 7 OF 13 MD-SH5500-01 B 5170.5 TABLE s: FOR ANCHOR GROUP D.TABLE 10,SHEET D MAY BE USED. 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HAf>•iT.51, 2 2 1 3 2 1 2 2 3 2 3 1 2 4 1 2 2 2 1 T T ; 7 / 7 1 1 1 1 2 1 7 2 2 1 2 2 1 x 2 Y 2 ; z 1 7 1 1 x 3 1 2 2 3 7 7 7 ] 2 7 2 2 3 S6MM 1/.7R-14516 7 2 1 1 1 1 2 2 2 7 2 3 1 2 3 3 2 2 3 2 2 1 3 1 ] 7 1 7 2 2 1 2 3 7 2 2 2 2 2 4 2 2 2 Z 1 2 2 1 21 2 a 2 2 7 Y 2 3 Z ? 2 3 2 igMa 9Aa)-31011 7-3 1 —1 -3 1 7 3 2 1 7 1 1 7 2 1 2 1 7 2 1 3 1 1 3 7 1 3 z t 7 2 1 3 3 1 1 2 1 7 2 1 3 ! 1 3 7 1 7 2 1 2 1 7 2 1 3 2 1 7 7 Crtaa5lu 911747= 1 3 1.2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 7 2 2 3 1 2 ] 1 2 7 2 1 3 2 2 2 7 3 3 7 3 2 2 3 1 2 3 1 2 1 2 2 7 2 2 3 7 2 3 2 2 3 2 6'tmbrd0AVa 2)517-215" 2 3 112 3 t 3 3 2 2 1 3 3 3 k E . 9517.71b'IO 2 2 1 1 2 1 7 2 7 2 1 7 7 2 2 7 2 7 2 2 2 1 2 7 2 1 1 2 2 1 1 7 2 2 1 2 .z 1 2 2 S Z 2 T 1 4 2 1 2 1 7 2 7 2 7 2 1 3 2 2 7 2 x E.'lmd"PmbW 17At7-245m 2 2 1121 1 t 2 It 2 2 z 3 2 2 2 3 2 2 2 2 a 2 1 2 2 ! T 212 a 2 1 2 212121 2 212 2 7 2 2 ! 2 x 1 2 2 2 2 212 2 212 2 2 2 2 2 2 t3da110L'1 NA17.17,618 ] 7 1 3 1 1 7 a 2 3 2 2 3 2 2 3 2 2 3 2 I 1 2 1 1 2 1 1 1 2 3 1 2 ] 2 2 7 2 2 2 2 2 3 1 1 7 1 1 ] 7 1 1 2 2 3 2 2 3 1 2 3 2 2 86etm 16377-i4516 3 2 1131 3 1 3 2 2 3 2 2 3 1 2 3 2 2 1 2 2 3 2 1 3 2 1 1 2 2 1 : 2 1 2 2 3 2 3 3 2 2 3 2 1 3 1 1 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 Llttt ]1363-16a1i t 7 1 1 2 1 1 3 2 1 3 1 1 3 2 1 3 1 1 3 2 1 3 1 1 ] 1 1 3 2 1 2 2 1 3 2 1 1 x 1 3 2 1 1 1 1 3 1 1 3 2 1 3 2 1 7 2 ! 3 2 1 3 2 El+nbtdOotla1 9117-7192 1 3 } 7 1 1 2 3 2 2 ] 2 2 3 2 2 3 2 2 3 2 2 7 1 2 3 1 2 7 2 2 7 2 2 3 3 2 3 2 2 3 1 2 3 1 1 3 1 2 3 7 2 3 2 2 1 2 3 7 1 1 2 EaaNi. 9.617-MSm 2 3 112 1 1 2 3 2 2 3 2 2 7 2 2 3 2 2 1 2 7 3 1 2 3 1 7 3 7 2 1 4 7 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 2 2 2 3 2 2 3 2 2 3 2 3 1 2 45 t3anbrD►Plaatal 17117-95" 3 2 113 2 1 3 7 2 3 1 1 3 7 2 3 2 2 1 2 7 7 1 3 2 1 3 2 2 3 2 2 3 2 2 a 2 2 3 1 2 3 7 1 7 2 1 3 2 7 3 2 2 3 2 1 ] 2 2 3 3 1 - Oaemlt. 14317-t7.6m 3 1 112 2 t 1 1 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 :211 3 2 1 7 2 2 3 2 2 1 2 2 3 2 1 3 2 7 cus"aa. aMT-1<6" 3 7 113 2 1 3 7 2 3 x 3 3 1 7 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 x t 3 I 1 3 4 2 3 2 2 2 3 1 2 2 3 2 x analta ifXT-12316 3 T 113 2 t 1 2 2 3 2 1 3 2 7 7 2 a 3 3 7 3 2 1 3 2 1 2 2 2 3 x 2 2 2 3 4 2 2 3 7 1 7 2 1 2 1 2 3 2 2 3 2 1 3 1 2 3 7 3 Tod 53230.71.630 1 7 1 1 3 1 1 3 2 1 Z t 3 211 3 2111412 13 1 t 3 i 1 3 1 1 3 2.1.3 4 1 3 2 1 3 2 1 a t 1 2 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 cum"c p 20.17.33131 2 3 1 1 1 ! 2 3 2 2 3 2 7 3 7 2 1 7 2 7 2 2 3 1 7 3 1 1 3 7 3 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 1 2 3 3 2 ] 7 2 7 2 2 3 1 2 7 3 EMAR. 23317.25= 2 3 1 2 1 1 2 3 1 2 3 2 ? 3 2 2 3 2 1 7 7 2 3 1 2 3 1 3 ] 2 2 3 2 2 3 Y Y 5 1 2 3 1 Y 3 1 2 7 1 2 7 2 7 3 2 2 3 2 3 ] 7 2 7 3 40.625 tJaa169a1 9,217-ri,m 9 2 1 7 2 11 2 2 7 2 1 ] 7 2 1 7 2 3 7 7 E 3 1 ] 2 1 ] 2 7 3 2 2 3 7 2 1 2 2 3 2 T 3 2 1 3 2 1 3 2 3 1 2 2 7 2 2J Y 1 3 2 2 t14Da2f"w nA17.263m 3 2 1 2 2 1 3 2 2 3 3 2 3 3 2 7 2 2 3 Z Z 1 2 1 3 2 1 7 7 4 3 2 3 3 7 7 ] 1 2 3 2 7 3 2 1 3 2 1 3 2 2 7 1 2 7 1 2 7 a 2 J 2 z Cafaamf. 14317-n.la 3 2 1 3 2 1 7 2 2 3 2 2 3 1 2 7 2 2 3 1212 1 3 2 1 J 2 1 3 1 12 3 2 2 2 2 31 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 7 3 ] 3 21213 2 2 Oelmsaa t7At7-145" 7 7 1 3 2 1 3 2 2 3 2 2 7 2 a 3 2 2 3 ? 1 3 2 1 3 1 1 ] 7 7 1 2 3 1 2 2 ] 2 7 7 1 3 3 2 t 7 1 1 3 2 1 1 1 2 1 2 1 3 4 1 3 2 3 l3D1AJQ Sf.T17.125m 1 2 t 1 2 1113 2 3 3 ] 2 7 2 2 3 2 2 3 2 I 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 1 2 2 3 2 2 3 2 1 1 2 ! 3 2 2 3 2 2 1 2 2 3 2 2 3 2 2 !1122 ]0177.410M 2 / 7 7 4 1 1 4 2 2 4 2 3 a ] 1 A 2 2 a 2 T 4 1 2 A 1 ] 1 2 2 4 7 1 4 2 2 4 2 2 4 2 7 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 t10a4atmap 31347-3dM 3 3 1 3 3 1 3 1 1 3 7 7 ] 3 1 3 3 2 3 3 2 2 3 1 3 3 1 3 3 4 1 3 2 1 7 2 7 3 2 3 2 2 3 7 1 1 3 1 3 ] 2 3 3 2 3 7 1 7 3 2 1 7 2 EW1N1. 20A17.31Dm 3 3 1 7 3 1 3 7 3 3 1 2 3 3 2 3 3 2 3 3 1 J 3 t ] 3 1 1 3 2 2 7 2 1 3 1 3 3 2 3 3 2 3 7 1 ] 3 1 1 3 2 3 3 2 3 3 2 1 3 2 3 7 2 Mmdx4Paa4Fn 23317-215" 2 3 1 3 3 1 7 7 2 7 3 Z 3 7 2 ] 1 2 3 ] 7 ) 7 Y ] 3 1 7 1 7 7 ] Z 7 7 2 ] 7 7 7 7 2 3 7 7 7 7 1 7 ] 2 3 7 2 3 3 ! 1 1 7 7 ] Z 4p Oat7a9a. 213!7-22616 ] 1 1 3 2 1 3 2 4 3 2 2 ] 2 2 3 2 2 3 2 2 ] 3 1 3 2 1 7 2 2 3 2 2 3 2 2 2 2 2 1 2 2 3 2 t 1 2 1 3 2 2 3 2 2 2 2 2 3 2 2 3 1 2 CwMM 17".23316 3 2 1 3 2 1 3 2 7 3 2 2 1 2 2 1 T T 3 _L_L 1 2 1 J a 1 1 2 2 3 1 2 7 x 2 3 2 7 1 1 2 1 1 1 3 2 1 3 a 7 I x 2 3 2 2 7 T 7 7 7 3 GDlanst[4 1{577-17,516 4 2 1 4 2 ! { 2 7 4 2 2 x 2 1 4 2 2 4 2 3 1 T I s 1 / a 2 2 ! 2 2 [ 2 2' t 2 2 4 2 2 4 2 1 4 2 1 a 2 Z 4 T 4 a 2 3 6 1 ] 4 2 2 QrdaI16a1 17.217-H91, 1 2 1 J Y 1 4 1 1 / 2 2 1 2 7 1 1 7 A 7 7 i 7 1 4 1 1 4 2 1 4 2 2 4 1 2 4 2 2 A 1 7 4 3 1 4 2 1 4 2 2 4 2 2 4 ] 3 4 2 2 4 2 2 mores 11.934-Abm 4 2 1 A 2 f 4 2 2 A 2 2 4 7 2 2 2 2 4 1 3 4 2 t A x 1 4 2 7 4 T 2 4 2 Y 4 2 3 4 1 2 4 2 / 4 1 1 1 212 4 2 1 4 2 1 4 1 2 4 2 2 I.ba ]5117-41611 3 4 1 1 a t 2 A 2 3 2 2 1 4 2 3 4 2 2 4 2 3 a / 3 4 1 3 4 2 3 4 2 1 4 2 2 i 2 1 1 2 3 J t 3 i / 2 1 1 3 4 2 1 i 2 i t T 3 4 3 Ci.am9a1 9517-32610 3 4 1 3 4 1 3 A 2 3 4 2 3 4 2 7 4 7 2 4 7 3 4 1 7 4 1 3 4 2 3 4 2 3 4 2 3 4 2 7 a 7 7 4 1 7 4 1 1 4 2 3 4 1 ] 4 2 ] 4 2 3 4 2 EO0aFa4 ]Sin-31pi0 ] ] 1 3 3 1 3 3 ] ; 3 2 3 3 2 3 3 2 2 4 2 3 ? 1 7 3 1 2 2 3 3 7 3 3 2 3 3 2 3 3 2 3 3 1 3 1 ! 3 3 2 3 3 1 3 3 2 3 3 2 3 3 2 7p Caleasaa 32517.31615 7 3 1 3 3 1 3 7 1 3 3 2 3 3 2 3 3 2 3 3 3 3 7 i ] 11 3 1 3 3 3 2 7 7 2 3 3 2 3 7 3 3 1 1 ] ] 1 3 3 2 3 3 2 3 7 2 3 3 2 3 3 2 t31a1aIalTaYn 12,Stt-3161, 3 3 t 3 1 t 7 3 2 1 7 2 1 1 3 3 3 2 3 3 7 3 3 1 3 7 7 3 7 7 3 ] 2 3 1 7 3 2 2 3 3 2 3 3 1 1 ) 1 3 3 2 3 T 2 2 3 2 3 7 1 3 7 Y OL,t'ad14h1 25.517.225" 4 J 1 A 3 1 A 3 2 4 7 4 3 2 4 3 7 4 7 3 { J / 4 3 1 4 3 2 i 7 2 A J 4 4 3 7 4 3 7 1 1 1 4 3 1 4 3 2 4 3 2 4 217222 25310•ffiBiD l 3 1 A I 1 A 3 2 A 3 2 4 3 T 4 3 Y 4 3 3 1 7 1 4 7 1 / 7 7 4 7 2 l ] 2 I 3 2 4 3 2 4 1 1 1 1 7 t 1 z 4 3 1 4 1 2 4 7 1 3 2 Etaaii. 35817.41044 3 4 1 2 4 1 3 4 2 3 4 2 3 ; 2 3 1 2 1 4 1 1 t 1 3 A / 7 4 2 3 4 2 3 1 1 3 2 2 3 a 2 3 4 f 3 A t ) / 2 3 4 7 7 4 2 3 4 2 3 4 2 b Cuanetr4 79117•>a616 4 7 t 1 3 1 4 3 2 1 ] 2 4 2 2 a 7 7 4 4 ) A 7 1 4 3 1 4 1 7 4 3 2 1 ] 7 t 3 7 4 7 7 1 7 1 4 3 1 4 1 2 4 3 7 4 ] 2 4 3 2 4 3 2 aYfOt6Raftx A9iD-30dm A 3 1 1 3 1 4 3 2 1 3 2 4 3 2 2 3 1 t 3 1 4 3 t A 3 1 a 2 2 { 3 2 Al3 2 [ 3 2 4 7 2 4 3 1 { 3 1 4 1 2 4 3 4 4 1 2 4 3 7 4 S Z 0379 lfaa -416N < t 1 t A 7 4 a T 4 4 2 ! 4 2 4 4 7 4 4 1 4 1 1 4 4 1 / / 1 1 4 2 4 2 7 4 4 7 4 4 2 a 4 / 4 4 1 1 J 2 4 . T 4 4 2 4 4 7 4 J Z PRODUCTREt/ISSO SEE TABLE 4,SHEET 0 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ni compiymg w1a 1Ile Ftod& MIN,SASH HEIGHT=WINDOW BUCK HEIGHT.60.136 Btaildia6,Coda Aeeeplalroo at [�1C ��`` NY,LYNN`l,Ai RarLTat: ralbaD4u •1L12Q NOTES •`���'���icNs�M!!!� 61• c ad.P7adact 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED,,.........TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, * N9.68705 2)USE THE A13OVEWAX.ANCHOR O.C.SPACING........."TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. �'„ 1D7DTECHNOLOGY ORNE NCHURQUANTITY TABLE ROSOWSKI 3)FRAME DIMENSIONS ARE SUCK,"MR"v MEETING RAIL, O ATE O ', ` N,VENICE'FL 34275 �� �•' �ORIDP,. \'Cti` (041)460.16W d)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. r��S1S..,,'•"..1��G�� a SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' ��/,/NAL;`111 Au °L SodalMoe.l.. scala snore oroaray w. R.r 6)REFER TO TABLES 2 a 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, A.IYfEt��7111.TR P.E. S}-I-rjrjQQ ocir S 01=113 MD-51-15500-01 8 P.E.0 Sams CERT.OFAUTH.428286 i TABLE 10: AndlorQUae9gesR A.I.OU08 A— C Anmor -M Ugh-Pnnnetn Ihfknr f6'V71m 2i1V91t 37Nkb 3TmW <8•YAm 4VWtm 52-VB'Ylib 14-WW4 2r Wilt 3TW4t 3wr vw l 4P711m 4a'mm 'R-tII wm irvvl q ]YWim 37Wm I 3d'vm Di8'mm 4Bmm �7�PWta I%aLAntft*r0_6p4.N Mr .ibrn hTn J•NIO JUIe .nM JTn 1mU JYIO Jmp Jmr4 015 013 JiIO JYma Jme 3e1b mill ,bm miff'"! .b9x FRI] "M14graIPM"M4ti8a1b11 P 44 7i61 8m onvo h a49n1ap1 ffip 7�l9 ` J�(� p p ff (p ° p p 1ffg1 g ° a ` I $ '' a yi ` ` $ ygi1w 1 2 l � � 2 � � Z � � 4 � 2 t3 � � � m 1S � 3' a.3 E444C. Mau 1 3 1 112 S 112 121112 2 112 2 1 2 7 112 2 1 2 7 7 2 1 1 7 3 1 2 2 1 1 2 1 2 2 1 1212 1 7 t 1 2 1 1 212 1 7 2 1 2 2 1 2 1 2 2 gmft9CRn01 SaeA-t5.63o i III 7 1 1 1 2 2 1 E R t 1 2 1 7 2 112 2 1 T t t 2 11112 2 1 2 2 ! 3 2 5. 2 2 1 3 2 1 2 1 1 2 1 1 2 1 f 1 7 1 11 2 t 2 2 S Z II '� EyU704 11583•x,fite 1 211 112 1 5 2 2 1 2 2 1 2 2 1 2 3 112 1 / 211 1 2 t 5 7 all Z 2 t 1 2 1 111 1 7 3 1 7 1 t Y / 1 P R t T 1 1 2 3 1 2 7 t 3 7 etmRltlPtd" 11.317.111"82 1 7 1 2 2 1 2 1 2 3 1 ; ] 2 2 7 2 2 2 2 2 2 2 1 2 2 1 1 2 7 1 2 2 2 2 ] 1 2 2 2 7 1 2 2 1 Z 2 ! 2 1 7 2 3 2 2 3 2 1 2 7 1 2 2 MdCfti MZ11-231171 i s t 112 f .7 1 2111 7 1 7 2 2 1 2 2 t T 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 t 3 1 1 3 2 7 3 1 1 2 t 1 2 2 1 2 2 1 2 2 t 2 2 1 T T st9neDtl7mw RRSB-1L510 1 2 I 1 2 1 1 2 1 1 2 2 1 2 2 t 2 1 1 1 2 1 1 1 1 2 7 1 2 2 1 2 2 1 2 1 7 T Z 1 7 7 1 x 1 7 2 t 1 2 a 1 2 2 1 2 2 1 2 1 1 2 1 R37d Ep4M9 SIeA-a.2I7 1 2 1 2 2 1 2 2 2 2 2 2 2 7 1 2 2 7 1 2 2 2 2 1 2 2 1 2 2 2 1 2 ? 2 7 2 2 2 7 2 2 2 1 2 1 2 2 1 1 7 1 2 2 7 ] 1 2 2 2 2 2 2 2 -�- S awnsoltN it"?um8 2 3 1 2 2 1 2 2 2 2 2 7 7 2 2 2 2 2 2 7 7 2 2 / 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 7 7 2 2 1 1 1 1 2 2 2 7 2 2 2 2 2 2 2 2 2 2 2 H7tldM !7.727-x416 1 4 1 T 2 1 7 T 2 2 T 2 1 2 2 2 2 2 2 2 3 2 S 1 7 2 1 T T 2 2 2 2 7 1 2 2 7 2 T T 7 2 T 1 2 2 1 2 1 3 2 7 2 7 2 1 2 1 2 ; 2 1 T41pt 21.$7.37.611 1 7 1 t 3 1 1 3 2 1 ]12111 2 2 1 3 3 1 7 2 t 7 1 t ] 1 1 7 Y i ] 2 1 3 2 t 7 2 t 7 T t i t 1 3 1 7 ] 7 1 2 2 1 3 2 1 3 1 i 2 1 QnfmISU4 :1511-27.:81 2 7 t 1 3 1 2 1 2 2 7 2 7 7 7 2 3 T 2 3 2 2 3 1 2 3 1 2 3 TT 3 2 1 3 2 2 3 2 1 3 2 Y 7 1 2 3 / 2 3 7 9 2 2 3 2 2 3 7 1 J 2 SfYEQ.".9q 11100.2L9t0 2 3 1 2 3 5 1 3 2 1 3 2 1 3 1 2 3 ] 1 3 2 R S t 2 3 t T } 7 3 7 2 T 3 T 2 3 7 1 ! 3 3 1 1 2 312 3 2 2 3 2 2 3 1 2 } 7 2 3 4 W 2gYLila 9dA-9619 7 1 1 1 2 1 7 7 2 2 2 2 R 2 2 7 2 Z 1 2 2 2 7 1 2 1 1 2 2 7 2 3 2 2 2 2 2 2 2 2 7 2 2 2 1 2 2 1 2 7 7 Y 2 1 7 2 2 1 1 R 2 2 7 9bfWMtYdIW n.SA-23970 Z 2 S T 2 t 1 2 2 ? 2 2 2 2 2 2 2 2 2 1 2 2 ] 1 2 2 1 1 212 2 212 2 2 2 Z 2 2 2 2 2 2 2 1 2 2 1 2 1 2 T J 2 1 2 2 2 1 2 2 2 2 4mtmsta x6n-n4t9 3 1 1 3 T1 3 2 P 3 T 1 3 2 2 3 2 2 3 2 2 ] 2 1 3 2 1 3 212 3 2 2 3 2 3 7 2 2 7 2 7 3 2 1 3 2 1 7 1 1 3 2 R 3 1 R I 2 1 S T 2 eM9a7 x377•xe19 7 2 1 7 2 1 3 2 2 3 Z 3 3 2 2 3 2 R 3 2 2 3 2 1 3 2 1 3 1 1 7 1 2 3 2121] 2 2 3 2 7 ] 2 1 3 2 1 3 2 2 3 R T 3 R 2 7 1 1 3 1 7 I 720047 nen-21f.7nt 1 3 1 t } 1 1 3 2 t 3 2 1 3 2 1 3 2 1 3 2 1 3 1 5 3 S 5 3 2 1 3 2 1 3121 1 3 2 1 ! 7 1 3-1 t 1 3 1 7 ] 2 1 7 2 7 ] Z t 3 S / 1 2 6717n1UON90i X517-31.522 2 7 1 2 3 1 ] 1 2 2 2 1 7 2 2 3 2 1 3 1 2 3 1 2 3 1 7 7 2 1 3 2 7 7 7 1 3 7 2 3 2 2 3 1 2 1 1 2 7 7 2 3 R 2 ] T T 3 1 2 1 7 £9ntn4 23500-21518 2131 112113,1 2 3 2 2 1 2 2 3 2 2 3 1 2 3 2 2 3 1 1 3 t 2 3 2 2 7 ? 1 7 2 2 3 2 1 3 2 II 9 1 ] 7 1 2 3 2 2 3 2 2 7 2 2 3 2 2 3 2 48 EM!MEOPMIAY 1..617.71,x6 3 7 1 3 2 t 7 2 2 3 2 Y ] 1 1 3 2 ] 1 Z 4 3 2 t ! II 7 3 1 2 7 R 2 ] 1 2 ] 2 7 3 2 2 3 2 / ] 2 7 1 2 7 3 1 1 3 2 2 3 3 2 2 2 2 Ge9prietr4 xsly-two 3 2 1 7 2 1 7 2 3 T 2 3 2 2 ] T 1 3 2 2 3. T 1 7 Y 1 3 2 2 3 1 2 3 2 2 7 1 7 3 2 2 ] 2 1 3 Z 1 7 1 2 3 2 2 3 Y 2 3 2 2 3 2 2 73atoneUD 1ESA-lots 3 3 1 3 1 1 3 1 2 3 1 2 3 2 2 3 2 T 3 2 2 3 2 1 3 7 1 3 2 2 3 7 2 ] 2 2 7 2 2 3 1 2 3 ] 1 3,7 1 3121 2 3 2 2 1 2 2 2 2 2 3 1 2 E efatltl tLA/•12918 3 2 13 1 1 1 3 2 3 3 83 7 7 7 1 7 ] 2 2 7 2 7 7 R 1 3 1 2 7 Z 2 7 2 2 7 Y 2 7 Z Z 3 2 1 J T 7 3 2 7 3 1 1 ] 2 ) 1 Y 3 2 2 Idw 31200-37.5/8 S 3 1 1 3 1 1 3 2 1 3 2 1 3 2 t 3 1 S ! 2 1 3 1 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 7 7 1 7 S 7 3 1 4 3 2 1 7 2 1 3 2 1 3 2 1 3 1 i 3b1219tb91m 21600-71797 1 3 1 1 3 1 2 3 2 2 7 1 2 3 2 2 3 T 2 3 2 2 3 1 1 7 1 2 1 1 2 3 2 2 3 2 Z 3 2 2 3 2 2 7 1 1 3 1 1 3 2 2 3 3 2 ] 2 2 3 2 1 7 1 i Einm 23300-29416 2 1 1 2 7 4 2 3 2 2 3 1 2 2 2 2 3 2 2 3 2 2 3 f 1 3 1 1 3 2 2 7 2 T 7 T 2 3 7 T 7 2 7 1 y 7 3 1 2 3 3 7 3 2 2 7 1 2 3 2 3 3 1 OIYJM6tu a5A-71118 3 7 1 3 2 1 ] 2 1 3 ] ; 7 3 2 3 2 7 } 2 7 3 7 1 1 2 1 1 1 3 3 2 2 ) 7 R ] 2 1 3 ] 2 3 2 1 3 2 t 2 3 2 2 3 2 2 2 2 3 3 2 2 2 2 i 00'� tltrWdPidwr A.61i•7W19 3 2 1 7 2 1 7 2 2 3 1 2 7 2 2 7 2 2 3 2 2 3 2 1 3 2 1 3 2 2 } 2 1 ] T 1 1 7 T 3 2 3 3 2 1 3 2 1 7 2 2 2 2 3 7 1 2 7 2 2 3 7 2 omarnsYs x7117-n418 3 2 1 2 2 1 3 7 & 3 7 2 1 2 1 3 2 2 3 2 2 3 2 1 3 2 t 7 2 1 2 2 8 7 2 2 3 2 2 3 1 2 3 2 1 3 1 1 3 2 2 3 2 3 3 2 1 3 2 2 3 2 7 077nA8U1 12an-x41e 9 2 1 ! 2 1 ] 2 T 3 2 2 7 3 2 3 2 2 3 1 7 3 2 7 3 1 1 3 3 2 3 7 3 7 2 2 ] 2 2 ] 2 7 3 2 1 ] 2 1 S T 7 7 1 2 7 7 2 7 2 2 3 3 3 ShMa2 {L3ff-12919 3 2 1 3 2 1 3 2 Y 3 212 7 2 T 3 2 2 3 Z 2 3 2 7 3 2 1 3 2 1 3 2 2 3 1 2 3 2 2 3 2 3 3 2 '1 312.1 3 1 2 3 7 2 7 2 2 3 2 2 3 2 2 lotr1 1e8A•U4x 2 4 1 2 4 1 2 4 2 2 1 2 2 4 2 2 4 2 2 4 2 2 4 1 2 ; 1 2 { 2 2 { 2 2 4 2 1 4 3 2 { 3 T J 1 T ; 7 2 1 2 3 7 2 2 < ; Z I 3 2 i 2 filmm191216861 ]1600-31410 7 3 1 7 3 1 ] 1 2 7 7 2 3 7 2 } 3 2 3 3 2 7 7 t 7 d 1 7 7 1 3 7 1 7 1 E 9 3 ] } J 2 } 7 7 3 3 1 3.3 2 3 3 2 3 2 7 7 2 ] 7 7 Gintn4 24.500.31416 1 7 1 3 3 1 3 3 1 3 3 2 3 3 1 3 3 2 3 3 2 3 3 1 3 7 1 7 3 2 3 2 3 3 1 3 ] 2 3 ] 2 3 3 i 3 3 1 3 3 2 3 1 2 3 3 2 3 31213 7 2 61>t1919PIdrN 33600.21719 3 7 1 3 3 1 3 3 1 7 7 2 1 7 7 3 3 2 3 7 2 3 3 1 7 3 1 3 3 2 3 3 2 3 7 2 7 3 2 3 7 3 3 3 1 7 3 1 7 7 2 3 3 4 7 7 1 ] 3 3 3 7 3 12 Orina8n4 aaw-ams 3 2 1 3 2 1 3 2 2 2 212 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 9 2 3 3 2 2 3 2 2 3 3 3 3 2 1 312 1 3 1 1 3 2 2 3 2 2 3 Y T 3 2 2 Gmo'I16134 00,500-a.619 3 7 1 IM 1 3 2 2 3 2 2 9 2 1 3 2 R 3 1 1 ] Z 1 ] 2 1 7 1 3 3 7 1 ] 1 2 7 2 1 3 7 3 3 3 1 } ] 1 1 1 1 3 7 2 7 2 3 7 1 2 3 Z 2 Cntanetu x5A•n470 4 T 1 7 1 2 2 4 7 1 7 2 2 4 2 4 J 2 T 4 T i 1 1 1 1 2 7 4 2 T 1 T T 4 2 1 4 2 3 1 2 t 412 1 a t ! 7 1 2 1 1 2 4 2 1 4 1 2 Otla'6941 13000-x.e78 1 1 ] 1 4 7 2 4 2 2 4 2 2 4 1 2 4 2 2 4 2 1 4 2 1 4 2 1 4 7 2 1 2 R A 2 2 4 2 3 i 2 1 a T t 4 2 2 4 I T 4 2 2 ; 2 1 i 2 Z 91w419 x091.00910 / 7 i 1 4 2 1 i 7 1 1 2 1 t 7 Z 4 1 7 J 2 t { 2 1 1 2 2 2 7 1 1 2 < 1 T 4 7 7 4 2 t 4 2 1 J Z t 4 Z 2 1 3 2 1 2 -L ; Z 3 Tda9t ffifiA-4!711 J J 1 7 a 4 2 7 1 2 } 4 2 3 71 2 3 1 Z 3 a t ] < t 3 4 2 3 4 2 3 7 2 3 4 2 3 4 7 3 4 1 7 4 1 3 { ? 3 71 2 1 4 2 3 QdanOYi 765A•A41e 3 / 1 1 3 4 2 3 t 2 3 1 7 7 4 Z 7 1 7 3 4 / 7 4 1 I t 2 1 1 2 7 4 2 3 / Z ] 4 ] 3 4 1 7 4 1 ] 4 T 1 —4 ; 7 4 2 ] 4 1 } 4 2 E.M. 31.500-17,818 3 3 7 1 3 ] 1 3 3 2 3 3 2 1 3 2 3 3 3 3 3 1 3 7 1 3 3 2 3 3 2 3 7 1 3 1 3 3 < 7 1 3 1 3 3 1 D 3 2 3 7 1 7 3 2 3 3 2 3 3 2 76 Oa1tln8U.9 32600.71710 3 7 1 1 3 J 7 3 7 2 3 1 E 3 3 2 7 7 2 ] 7 1 ] } 1 7 3 Y 3 3 1 7 7 7 3 9 2 3 1 ] 7 3 1 3 7 1 7 7 ] 3 3 3 ) 2 2 2 3 2 3 3 1 xe4a79PhdM 21000-32518 3 3 1 1 7 3 1 7 ] 7 D 7 7 7 } 2 3 3 2 3 3 7 7 3 1 7 3 2 3 7 2 7 7 7 ] ! 2 7 7 3 7 ] 1 7 3 7 7 7 ] 3 7 1 ] 7 2 7 7 13 2 o dwatta 95800-21418 i l i 4 3 2 { 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 A 3 : 4 3 2 4 3 T i 3 2 { ] 7 J i t 4 3 t 4 } 2 4 } 2 4 7J3TR812719E 2.5518.78770 1 3 1 f 4 3 2 4 3 R 4 3 2 4 3 2 4 7 2 4 3 1 71 3 1 4 7 2 4 7 2 1 7 E 1 3 2 4 ] 3 4 7 1 4 3 1 4 7 2 4 3 Y i 7 8 1 3 1 4 7 Z 3 4 2 3 7 2 3 4 1 3 4 2 3 4 2 2 4 7 3 4 1 7 4 2 3 4 2 ! 7 2 7 1 2 3 1 3 3 < 1 1 4 1 3 4 2 34 2 3 4 1 3 4 2 1 { 2 0 1 7 1 2 4 7 2 4 3 2 t 7 Z 4 3 1 4 7 1 4 3 1 a J 2 4 3 2 1 3 2 4 4 2 1 4 J 4 1 4 3 1 1 7 7 1 7 T J 7 7 4 3 2 4 3 1 3fUlmttlP£drM 338x•3571!8 4 3 t 4 7 2 4 3 Z t 37 3 2 1 3 7 t 3 7 4 3 1 t 3 2 4 ] 2 ! 7 ] 4 7 2 / / 3 i 9 f 71 3 7 4 3 Z / 2 1 7 2 ) 7 2 4 3 7 171ptt187 1 1 1 4 4 T a ; 1 4 4 2 4 f 2 7 4 2 t 4 1 4 4 1 4 4 2 4 a 2 t 1 2 4 4 x 4 4 3 J 4 / 1 4 t 4 4 2 ; 1 2 4 4 2 1 4 2 4 4 x PRODUCT REVISED SEE TABLES 5 8 6,SHEET 8 FOR DESIGN PRESSURES WHEN USING THIS TABLE. 711 c0lnPiyilgt with 81c Flnitdo. MIN,SASH HEIGHT c WINDOiNSUCK HEIGHT-50.130 67 wr.Cado Y rrrr RsYl7t4n: A671pI tion Ddo ++c�� ...........E .. ''� By C' L S�'•.�i J Atimni cPro6vct NOTES: Ka No.58705 " t)USE THE ABOVE ANCHOR QUANTI77ES REQUIRED.........'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE WAX ANCHOR O.C.SPACING...,,,,,,,`TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 1070TECFiNOt,OpypRNE ANCHOR QUANTITY TABLE J ROSdWSKI Q 8 N.VENICE,FL 942/5 3)FRAME DIMENSIONS ARE SUCK WR"-MEETING RAJt O w� �''�s ' oR!°•"•' ��� - d}FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. (ggi}t80 i80p SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2� S)REFER TO TABLES 2 8 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A,4Y{II�IW ,0.E. �'�6 rSR1I® a oJ'S0(� N'T'S` �F 13 MD-SH5500-01 B P.E.OW70S CERLOFTN. AU TABLE 1- An-harauanmb.R¢autnld Tor A¢fuadwa N4Mawp Annnr6raup0 ^711muah-Pn7n.^In.tAlf4tbn ;t•ma. az•v9a 30•WlP. 4PWi4a 4ar+A. eatrarllm. OtW,U. x4•v6aa >6^ swaA vxlan 4CNb4 1Z.170'tYII. x e zvwvn 371va. x' o. vnia4 Irwn. s•»•wc. 5rwka GLASS TYPESBTHRpUGH p 31x9 amn am6 ama d�uw a4v6 aw a..n ata6 Saw a.mo .'A ,urt3 .me .taw a4mD a4ne aaw acne J-C 43.571x. OsaOaaron ¢ ¢ ¢ 1ygr a a ¢ ttss $!yy1 tt ¢ a a t a ¢ a $ a 7@MAY NOT BE USEDWI•fH d.N n•.uVlaner4al &ahII0V4 a a g a Sp ag agg a R S 3 3]a} a 214 @ 3 £ @ @ Y P Y it r FIN HFRAMESOR INTEGRAL L-1 Wavaftdi. 1iw1.61a b �' Ai IftytABivp 230 EI.RM 1 11.794 1 21 1 1 1 7 1 2 112 2 112 12 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 7 2 1 7 2 1 2 2 1 7 1 1 3 2 1 7 2 1 2 x 1 2 2 1 1212 1 2 2 abed-t 7 1A617IS`* 1 2 i f 7 7 t a Z 112 1 t 2 2 1 2 2 ! 3 2 1 2 1 t 2 2 112 2 1 2 2 1 J a 1 3 2 1 3 2 i 2 1 1 x 2 1 2 2 1 2 211 1 ] 1 9 1 1 2 2 24 E0M473 11.50.1leta 1 2 1 1 1 2 1 2 2 1 3 2 1 2 2 2 2 2 1 z 2 i Z 1 i 2 2 1 2 Z 1 7 2 3 2 212 2 7 x 3 7 1 3 I 1 2 2 T x 7 1 2 x + Z 2 ! x 2 1 7 7 0fu TAP Ptp a4 II.S1)•i1502 z a + 2 T 7 2 1 1 2 1 2 2 3 a 9 2 ] 7 1 2 1 2 1 7 2 2 2 2 3 2 2 2 2 7 2 2 7 2 7 2 2 2 2 1 1 x 2 x 1 2 3 2 2 2 2 2 2 2 2 2 2 1 ia8ni 210i1.26ZOo i 11 i 2 2 i 3 2 1 3 2 1 3 2 t 4 2 I 14 12 1 2 1 1 3 2 i 3 2 S Z 2 f A 7 t 4 2 1 4 2 1 7 t 1 2 2 ! 1 2 1 2 ? 1 3 1 1 3 2 1 3 2 owwwrAma4 21106.2;16 1 2 1 1 2 2 1 2 2 1 3 2 1 a 2 2 3 2 2 3 2 1 2 1 1 3 2 2 3 Z 1 5 2 x 1 1 2 4 2 2 4 2 1 2 1 1 2 1 1 2 1 1 2 2 1 3 2 1 3 2 1 7 2 __ OZiri E4.Wn 17.00-m49 2 2 1 i' 2 2 2 2 2 2 2 2 3 3 2 2 3 2 2 3 2 2 Z 1 2 2 2 2 3 2 2 3 2 2 3 Z a 3 3 2 a 3 2 1 1 2 2 2 a 1 I 3 7 2 2 2 2 2 3 2 2 3 2 ouncuopN..t iW0.17.510 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 i a 3 3 1 2 1 2 x 2 2 2 1 7 2 1 2 7 D Z 3 7 7 7 7 7 2 1 3 2 2 7 2 7 2 2 2 2 2, 2 2 3 2 2 2 7 ftutw t330-IW 6 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 3 2 3 1 2 2 2 1 2 2 2 3 2 2 2 3 2 3 3 2 3 3 7 2 1 2 2 2 2 2 2 2 2 2 3 } 2 2 1 2 2 2 3 7aks1 2L5a7-x1-00 t ; 1 1 5 1 1 7 7 1 3 2 1 4 7 1 4 3 t + S 1 3 1 f J ] f 4 T i i 7 f 4 2 1 i a t 4 2 1 3 1 t 1 2 t 3 2 1 3 2 1 3 ] 4 3 2 1 a 2 Onbel aw Mbtr-27507 2 3 1 2 7 2 2 3 2 2 7 2 2 4 2 2 4 1 2 4 2 Z 1 1 2 3 2 3 3 2 2 3 2 2 4 Z 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 7 3 7 Ot.4.1c fp. 2200-1613 2 7 1 2 ] 2 2 3 2 2 3 2 2 3 2 2 77 2 4 I 2 3 1 2 ; 2 3 3 2 2 3 2 2 4 212 4 3 2 4 3 2 3 1 2 3 2 2 3 Z a 3 2 2 7 2 2312121 3 2 N EquA1M H017•A6lA 1 2 1 2 3 2 2 7 2 2 1 2 2 3 2 2 a 3 2 3 3 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 1 i 3 2 4 3 2 7 1 2 2 2 2 2 1 2 2 2 2 ] 2 2 3 7 1 ] 2 61V4t4Pr..t tUIT-MOIS 2 2 1 2 2 2 a 2 2 2 2 2 2 3 3 3 i 3 2 2 ; 2 2 1 2 2 2 2 2 7 2 3 2 2 3 3 3 3 3 1 3 3 2 2 1 2 2 2 2 1 1 T 2 2 2 2 2 2 i 3 7 J Z C41"Gh. 11617.1/.010 3 2 1 3 a 7 3 2 2 3 2 1 3 2 3 5 3 3 3 ] 3 3 2 1 3 2 2 3 2 7 3 7 2 3 3 ] 3 3 3 3 3 3 3 2 1 7 2 2 J 1 2 3 1 2 3 3 a 1 a 2 2 2 3 0i4An11 1450.14613 2 2 1 3 2 2 3 7 2 3 2 2 3 1 3 3 2 7 3 2 3 3 2 1 3 2 2 1 a 1 1 2 2 3 2 i 2 3 2 2 T 3 2 1 3 2 2 3 7 7 5 2 2 3 a 2 1 2 3 3 1 i Taft 31562.76x0 1 3 1 1 3 2 1 3 7 i 4 2 1 4 2 1 4 2 1 4 2 1 3 ! 1 t 2 t 4 2 f 4 2 1 0 2 1 0 2 1 5 1 1 3 1 1 3 2 1 4 3 1 3 2 i a 1 1 1 2 1 3 3 ar106i caloo =511.315 2 3 1 1 3 2 2 3 7 2 a 2 7 4 a 2 -4 2 2 4 2 2 3 1 Z a 2 3 1 1 2 4 2 2 + 2 1 1 ] 3 0 J R J 1 3 3 2 7 J T 2 3 7 7 7 7 1 1 1 7 1 7 EP+1fi3. 2ad/7.260t{ 2 3 1 1 2 2 2 3 1 2 3 2 2 3 3 2 4 3 2 4 3 2 3 f 2 312 2 3 2 2 1 2 3 A 3 3 4 3 3 f 3 ? a 1 2 3 3 2 ; 2 2 3 2 1 1 2 2 3 2 2 3 2 41 dtM0Y0 F.". 1E00•25.5" 3 2 1 7 2 2 7 2 1 7 1 2 7 3 J ] ] J ] ] 3 a 2 1 ] ] 2 J 2 7 3 2 2 7 7 4 3 3 7 3 3 ] 3 2 1 7 2 1 7 2 3 3 2 x 3 2 2 7 i 2 3 ) 7 Q6ta47 Dat IW0-051 3 2 1 3 2 2 3 2 2 1 2 7 3 2 3 3 5 a 3 2 3 8 2 1 3 2 2 3 2 2 2 2 2 3 3 3 3 3 1 3 3 4 3 2 1 ]2 2 5 1 2 3 2 1 3 1 2 3 2 3 3 2 7 glltanOL tad"-mom 3 2 1 3 7 7 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 0 2 1 3 2 2 3 2 2 3 2 2 3 7 7 4 i 1 4 3 4 a 2 / ) T T 3 3 3 7 2 2 3 2 3 3 7 3 3 a 3 h chum 1130.12010 3 ; f 0 2 2 3 2 2 ) 2 2 3 2 i 3 2 3 3 2 7 3 1 1 3 1 3 3 2 2 3 2 3 ) 2 3 4 2 4 4 2 4 7 7 1 7 2 7 3 3 2 3 2 2 3 2 2 3 2 3 3 2 3 Tom 3353.17016 1 3 1 1 3 7 1 4 2 1 4 2 1 4 2 1 4 2 1 { 2 1 3 1 1 4 2 1 f Z 1 t 2 1 5 1 1 5 1 1 6 2 1 3 1 1 3 2 S 3 2 1 3 2 1 3 2 1 4 2 1 4 2 swam io o.. 2100.36201 T 7 1 2 3 2 2 3 7 2 4 2 7 4 2 2 4 7 2 a 3 7 ] 1 3 1 2 2 4 7 2 4 1 2 0 3 1 5 a 2 0 3 2 3 1 2 3 2 2 3 7 1 ] 2 2 3 2 x 1 3 2 t 2 E6n.114 x360-mtl61 2 a 1 2 3 1 2 3 7 212 3 2 3 2 7 4 3 1 4 3 2 3 ! 7 S a ; 7 2 3 2 2 4 3 i 4 3 3 4 3 2 3 1 2 3 2 213 7 2 3 2 2 3 3 7 3 2 1 3 2 193¢5 Qd-60. 2200•x50 3 1 1 ] x 1 3 2 2 3 3 2 '7 3 3 ) 7 a 7 3 3 3 a f 1 3 2 3 3 2 2 3 2 3 2 3 3 4 ] 3 4 3 3 2 1 2 2 7 3 7 7 3 2 2 3 3 2 3 3 2 3 3 7 63p I'mift 11.00-1016 3 7 1 3 2 2 3 3 7 3 2 2 D 7 1 3 3 ) 5 J 3 1 I 3 2 2 3 Z 2 3 3 Z a a, 13 3 i 3 3 4 i 2 1 3 2 2 3 2 2 1 7 2 3 7 2 ] 3 3 3 a 3 ONUM 20 'ANT-17.616 3 2 1 3 2 2 2 2 2 3 ] 2 ] 1 3 3 3 a 3 3 3 3 2 1 3 2 2 3 2 2 3 x 2 7 3 3 4 3 4 4 3 4 4 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 LLAaq St. 000.14616 3 2 1 3 2 2 3 2 2 3 2 2 3 1 3 a 2 7 3 7 3 3 2 1 a 2 2 7 2 2 7 2 3 4 2 3 4 3 4 4 2 4 3 2 1 3 2 2 3 2 2 i 7 2 2 2 2 3 3 2 a 87c4.q tt.10-t36ia 3 2 4 3 2 2 3 ; 2 3 2 2 3 2 3 3 2 3 / 2 3 3 2 1 3 2 ? } 7 a 3 2 S 1 3 4 2 { • x 4 3 2 1 ; S a x 3 2 3 1 2 2 2 ; 3 3 3 3 2 1 7.151 x017.41.044 2 4 1 2 1 2 2 4 2 1 4 2 2 6 2 2 0 3 7 6 3 Z 1 1 2 4 7 2 4 2 2 5 2 2 6 3 3 0 a 2 0 3 7 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 a1r6N(cd1p4 21.60.71Dt6 3 3 1 3 3 2 3 3 2 3 4 2 8 4 3 3 0 3 6 3 1 3 1 a 42 a 4 2 2 4 2 3 6 3 3 6 3 0 0 3 a 3 1 3 0 2 a 3 3 3 3 2 3 4 1 3 4 2 3 4 2 Efwl4te Xlf7.Mld 3 3 1 3 Ir 2 3 3 2 3 3 2 3 4 2 3 4 3 y 4 a 3 3 1 a 3 I 1313 2 3 4 2 3 4 3 2 a 4 3 5 4 4 3 f 3 3 2 3 1 213 3 2 1 2 7 1 ; 3 3 7 3 o"'A"P0.1n 23N1T-mote 3 7 1 3 3 2 3 3 2 3 3 2 3 0 3 1 4 3 0 4 3 4 a 1 3 1 x 2 3 3 3 3 3 4 4 3 4 4 4 4 t 3 3 1 3 3 2 3 3 2 0 3 2 3 3 7 3 1 3 3 1 3 @ Wrten ft. 21MY-224{6 3 2 1 3 2 2 3 2 2 1 3 a A 3 3 4 3 3 4 7 3 3 2 1 3 a 2 3 0 x 4 1 3 • 3 1 4 4 4 4 4 4 1 2 1 3 2 2 3 2 2 3 2 2 ; 2 x 3 3 3 3 3 ) 77 mda. 0017-mom 3 7 1 2 2 Z 3 1 2 3 7 2 4 7 3 4 3 3 4 3 4 3 2 1 3 1 2 4 2 1 4 3 1 4 3 7 5 3 4 0 1 4 i 2 1 a 2 2 3 2 2 3 2 2 3 2 7 3 3 3 7 ] a Wttaa Biv fA6R-11916 4 2 1 4 1 2 4 2 2 4 2 2 4 2 3 f 2 3 4 3 3 4 2 1 A a 2 4 2 2 2 2 4 3 3 0 ; < 6 3 4 4 2 1 4 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 oalw 8a. I1017.1t61a 2 1 1 2 1 4 2 2 4 2 2 4 2 a 4 7 3 4 2 3 4 2 1 4 2 2 4 2 2 4 x 2 4 2 3 • 7 ) 8 7 4 4 7 1 i ? 2 4 2 o f 1 a J 7 7 i 7 3 t 2 i 81x151 t6b6/-11910 T f 4 1 7 t S J 0 212 4 Z 3 1 2 3 t S J 4 1 1 1 2 2 4 2 2 4 2 7 4 2 3 4 2 ] 6 1 4 4 7 1 4 2 ] 4 2 1 4 2 2 4 2 2 4 2 2 4 3 3 Ta141 33611.4160 3 4 1 3 4 I b 4 2 3 i 2 3 6 3 3 5 1 3 3 3 3 4 1 3 4 2 3 A 2 3 0 2 3 0 3 0 2 3 6 3 3 4 t 3 4 2 7 4 2 3 4 2 3 4 2 a 4 a 3 fSmnBt. 76022-x0.010 3 4 / 7 4 7 3 4 2 4 4 7 ] 0 7 ] 0 ] a 0. 3 3 4 1 0 4 2 ] 1 2 i 8 0 3 0 0 a tl a ; 0 7 7 4 1 7 4 7 ] 4 2 3 4 2 3 1 2 ] A 7 3 1 3 E4W40 3180.x6616 7 3 i 7 3 1 ; 4 2 3 4 1 3 0 3 'a 5 3 3 0 3 3 a 1 3 1 2 1 4 2 3 6 3 4 6 / 4 tl 3 4 6 3 3 3 1 3 1 2 ] 3 2 3 d 2 1 4 2 ] 4 a 3 3 76 41a10A 6x4 IIpii•x33{0 J 7 / 3 3 2 2 7 3 3 4 2 A 4 3 4 4 1 ; 1 ] J 2 1 ] 3 1 3 4 1 4 4 3 ♦ 0 J 1 0 4 4 0 4 ; 3 1 ] 3 2 3 J 2 3 ] a ] 4 3 3 4 afu+PN Pf01ot 2160-x2516 ] 3 f J S T 0 3 3 4 7 2 4 t 3 4 4 3 4 1 3 3 3 1 ] J I i 4 1 4 1 3 4 0 ] 1 0 t A a 4 i 3 3 3 2 3 J Z a 7 2 a J a ] 0 7 3 J J i1aiW BY. Hb0•H016 Al D 1 i 3 2 4 3 2 4 3 1 1 3 1 1 3 4 i 3 i 3 1 4 3 2 4 3 2 4 3 2 4 4 3 0 4 4 6 4 4 4 a t 4 3 2 4 3 2 4 a 2 4 3 2 4 1 3 4 0 3 ow.1 21079.36016 4 a 1 4 0 2 4 3 2 3 2 4 1 1 4 3 3 4 7 1 A 1 1 4 3 2 1 3 2 4 3 2 4 3 2 4 4 3 0 4 4 4 3 2 4 3 2 4 a 2 4 3 2 4 3 2 4 3 3 4 3 7 Earflli 3180•{660 3• { i a { 2 7 4 x 4 4 2 4 0 3 4 0 3 t 6 3 i 4 1 3 . 2 4 • 2 4 a 7 4 6 1 A 6 } 4 6 3 3 4 1 3 7 a 4 2 3 7-1 2 4 3 } 4 a 3 4 1 DI C.N.Gtr. ]001/•30010 i 7 1 1 3 1 1 3 2 4 4 ] 4 A J 4 0 7 4 4 3 4 1 1 4 4 3 4 4 2 4• + 2 4 0 3 3 0 4 { 0 4 4 3 / 4 3 a 4 7 2 4 3 2 4 7 7 + 4 3 4 4 1 Olm F'MJw 33074-26010 4 3 f 4 1 1 4 3 2 4 3 2 4 4 1 4 4 7 4 4 3 4 7 1 4 3 x 1 3 1 4 4 x 4 4 7 4 A 1 0 6 4 4 7 1 4 3 2 4 1 2 4 3 2 4 7 1 + 3 2 4 a ) %,TB 7.01'11 H.Mi + A I t 4 2 1 4 3 4 4 x 4 • 3 4 0 3 f ! 3 4 4 1 4 . . 4 4 2 . 4 x 4 6 3 4 a 3 a a { i i / t i x 4 4 2 4 4 Z 4 x 7 4 4 2 t t 7 1'.RODUCCREVISED SEE TABLES 7 B @,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE, tls camplylrµt wish 111e FliArlde j "'MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-5@.13@ Duiido7S Codc { 11111111! A"-piano Not �] O 0 { ,1♦ Eipimlt6n Dato By RwAsum If 1i ado PtolhlclCORI t *: No.58708 is NOTES: iB70TECHN@LOGYDRIVE A CHORQUANTITY TABLE ROSOWSKI Q N,VENIC ,FL34278 11 FRAME DIMENSIONS ARE BUCK IMFV MEETING RAIL- i '.,ftOR142!.•`\�� 72012 IMIe: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. O.... . {�i�@o6 ro2arr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "fill 1111111 W01@@NEFp3tVFD S47fa3/31ad66Smola: 5660' DivliUip lio. ftK 3)REFERTO TABLES 2,SHEET 2 FORANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. SH-555500 NTS 10 OF 1S MD-SH5500-01 B P.E.#587@5 CERT.OFAUTH.Ard82B@ 3,560' 3.500* oszl .062, .062' 1A83* --j IA83' 1AST 1.483' -OW 1.184' .070' L Cr- r 810* ISO, .625" .625, FIN FRAME EQUAL LEG FRAME J-CHANNEL FRAME FLANGE FRAMM Ho SASH 1.37E (D HEADIJAMB HEADIJAMB 1.376' HEADIJAMB HEAD/JAMB LIGHT SASH SREINFORCEMENT 26 REINFORCEMENT 3.483' or ---+-- 1.182* H- 3ASY 3.48r - 3.48r i, T T--r 070' -4- .062' .0sr -4- .062, .701* 038" 1.041"= 1"1�n1 141 1 .130' 1.331- �-- 2A44* 2.444* 2.4441 1.340r 2.444" STANDARD �I�Pr HD MEETING RAIL MEETING RAIL REINFORCEMENT r REINFORCEMENTF--1 ao �jo LJ J_ .Br 26, J.CHANNEL .625* FLANGE 1. FIN FRAME EQUAL LEG I 1 0 FRAME SILL OFRAME SILL SILL O FRAME SILL T 1.37E 1.215" 1.472- 1.376- 2.176- --1 j I _ - r, 1.565' .005, 1,375' 1 r�, i 711, ft, �f .070r.* 060" FIXED SASH STOP I LIFr RAIL LIFT RAIL BEVELED BEVELED 1.231- 1.00- 97 _i .500, .070, �4347- .356' .050* -T .035' T NO RAIL 16 SASH RAIL so. Is SCREW COVER INTERLOCK INTERLOCK INTERLOCK INTERLOCK COVER 14 MEETING COVER K COVER 8 PRODUCT REVISED ns wmplyi�with Ito Florida Ac Revision: v V ,?j*-. Ilg 664' .175- .300, CEN 75No.58705 • .035. 0 .025* Dwcdptbn: LAMI IG EXTRUDED ROLLED 4UZ io70TECHN0=YDRIVE WINDOW EXTRUSIONS J ROSOWSKI A., O .* I F 41-' N.VENICE,FL 3W.5 BEADING SCREEN FRAME .01 SCREEN FRAME 1:1 Rus: 0.tw. 7,, AL SINGLE HUNG WINDOW INSTALLATION-LIVI 105/16115 pG1INGsade~w. solo. Rft* A.LYNN MILLER,P.E. ALLFUMITEIFUMERM SH-5500 NTS 171: ' OF 13 jMDng '-SH5500-01 I B P.FA$8705 CERT.OF AUTH.#211290 SILICONE HOT-MELT BUM TABLE 12: TABLE 12,CONT: STRUCTURAL 81110!Material Bill of Material,cont SILICONE STRUCTURAL 3116"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE 114•NOM. W TSH 1 620101 Single ung Frame Head&Jambs-J-Channe C 4 720197 Auto Lock Mechanism tee WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT,GLASS 3 820103 Single Hung Frame Head&Jambs-Fln PVC 47 720195&6 Auto Lock CovorAssembiy Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal LeglBox PVC 4B 76X11BOPTX#6 x 1-118•Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 S WDH Frame Sill-J-Charnel PVC 49 7202!10 Auto and Sweep Lack Keeper Cael 2lnc 6 620106 SFUDH Frame 5111-Flange PVC 50 976X34PPA #6 x 3/4"PH,PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 020107 SH1DH Frame 5111-Fin PVC 51 1 420181 UR Beveled Tilt Latch Comer Key PVC 8 820108 ISHWHI Frame Sill-Equal Leg/Box PVC 521 420182 LIR IPUII Rall Tlll Latch Comer Key PVCKODISPACE SUPER 14 620131 Flied Meeting Rall PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS SPACER©NXT'"' 18 620129 Sash Roll(Sides,Top&Bottom) PVC 54 420183 Illit Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StgVScrew Cover PVC 58 720207 1'Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO. DESICCANT FILL AREA 20 620144 Pull RaU Intedoek Cover PVC 58 720192 Metal Tlit Latch Finger Pull Cast Zinc BUTYLENE 6116•NOM. 21 820157 Beveled Interlock 6005 T5 AI 59 420180 PlvotBerComer Key PVC 5118"NOM. SEAL 22 620145 Beveled Interlock Cow PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Relnrorcement 6063 16 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT STAINLROLL-FESS 25 620152 HD Sash Reinforcement 6063 T8 At 64 720194 Sash Pull Handle With Latch Assembly Cost Zino FOAM STAINLESS STEE 26 620153 Standard Meeting Reil Relntorcement 6005 T5 At 85 7834FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SS �T•GLASS 27 620154 HD Meeting Rall Relntbreement 6005 T5 At 66 420188 Bottom Latch Strike Plata Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.167'x.270"Fin Mie 67 178586 #8 x 518'Pit FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Level I.G.Bead PVC 32 61719 Weatherstrip,.107"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 81625 Weathenstrip Plug,.220"Finseai 75 1 71646N Setting Block(710•x 1"x 1/8").85+/-5 duro. EPDM DURASEAL� XL EDGE r" 35 78X1MM #8 x V Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Flame Alum 7a Te 36 78XnHPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER VvtPAGER 37 71569SP Meeting Rall Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Kay for Extruded Frame X4 PVC 38 720210 Weep HoleCover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720X1000( Constant Force Belence 64 47041 Screen Comer Key without Pull Ring X2 PVC 41 as x 314"Ph.FH SMS(Can.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Semen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 616,35/81614 .140'Screen Spline(Machlne/Hend Rolled) Vinyl 44 78X11 FFPAX#8 x 1-114-Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material NRODUCT REVISF.h t.•.complyirtp with Iln FlptiAu 78 Kommeri)ng$SG TPS spacer System 8u8a�g cede 77 Quanex Super Spacer W with Hot Melt Butyl See this 1 v r f 111 �eeeplen Sheet for ��.`�Op1Y LYNN"'i, 78 Quanex Dureseal Spacer Materials �c1�;,''OCENSF l-. � M+y,r ee Pa auc!Ca�fryY J 79 Cardinal M.Edge Spacer V REFERENCE TEST REPORTS:FTL-8717,8068&8970 *: Nc,58705 JV2�, =A �- (�-- . z to7oTEcHNotooyDRrvE BILL OF MATERIAL(BOM) J ROSOWSKI s "I �0�'., STATEOF �� N.VENICE.FL 34276 �i,�` •••F�ORIOP.•''.,C��` (941meo-1889 nue: NOTES: �� %AL ANG ` f:OPff�ldRomrr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENF.ROI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR HAMA EMUDER CODE. 1 111111110 1 WNII41�6Erlvymrre. S01lna � Scala' STaat R�r' 2)ITEMS#9-13.15,24.28.29,34.39,61.62.8&71,&T3 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,PE, S H-5500 NTS 12 OF 13 M D-SH 5500-01 B P.E1!58705 CERT.OF AUTH.fR8286 OPT.SWEEP LOCK 48 48 OPT.AUTOLOCK 13 47 57 OR 58 8 Cy 5! OR 82 ) ' nee 1 � t as 4, + �o y • j ; OPr.PULL RAIL t ;; i 22 82 ORO 84 10 INTERLOCKS --- _ COVER 58 j i \q lt�s ) 35 t I •,'j �1� t BEVELED j MITERED FRAME WITH 21 INTERLOCK j INTERIOR AND EMERIOR 68 -'Q &COVER FRA0.IEWELDS <y 18 E •\ III ,.,,, 72 X464 72 X4 i8 83 ,.^. 60 ;' \ 80 OR 81 14 CREEN 49 �J e0 OPT.64 PU PULL SSEMBL ACREEN SSEMBLY DETAILS 41 CONSTANT FORCE ) �.� ` 18 @)OR� OR BALANCE s \,;,,,/ "twf OPT.PULL. X40 OR 43 42 d3 SPIRACBALANCE HANDLE ,, •� SASH f�INTERIORANDE EXTERIOR ASSEMBLY / FRAME WELDS es as DETAILS `� I f EXTERIOR 53 59 `\ "•'-., A ' ARODUC;tLEVlSED 5ACNE`TO 53 u campty�yt 'di tho Ftarida •.4:•..,.,.....•-...... ,..... »C@• 3Wldfng Cade )7 FRAME ti YILY ,., Rovelont- _... exp`iw',Do l7 1Ld2o ASSEMBLY ".\ . ,% �,tyfl ... N '•,. Dr I do DETAILS ` c1• �IGEN9Lc'.t����r tarsfkadutt Ca -•,,• 'tk. N0.58708 '•� +m /+ DourrBr EXTERIORM1 ': (a f 't�'y 1078TECHNCLOOYDRNE EXPLODED ASSEMBLY J ROSOWSKI NOTES: ^f7 ST OF t!7 N,VENICE•FL 34278 1)SOME PARTSIOP'"ONSNOT SHOWN ONDRAWING FOR CLARRY. ^�,��s•=�.�QRIOA"•••���`�� (Bat}a80.189p SI.—LEHUNG WINDOW INSTALLATION-LM 05/15/15 2)J•CHANNEL FRAME SHOWN,PARTS#t&S.07HER FRAME TYPES APPLY. ��,S�O/+1(+AL1'�� ��� 17Dit �3tl11 4)USE FOR EITHER BASH TOP LOCKS OR SASH BOTTOM CEMENT TYPES.SEE DErAILS ON LOCKS.ETS 6 8 7, A.LYNN MILtEWR�P E. ALLRf`Q RESER'm Se.fAr/AWdd. �; steak DM*fw No• i4w: P.EY 58746 CENT.OFAUTH.R28298 SH-5500 NTS 130F 13 1 MD-SH-5500-01 B ' I ®jol6� 4�a MtAMt•DADE 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)315-2i 99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lyov/econoznv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: I 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 Autho'i ity 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 AM 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"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision i C dated 06/19/17, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, 'and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or' its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and 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 Jorge M.Plasencia,P.E. NOA No. 17-0630.01 Expiration Mt�r7waoe coutvn Date: May 26,2021 Approval Date: November 09,2017 Page 1 I I • l ill • I PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05 2. Drawing No. 6300JR, titled `Impact-Resistant Aluminon Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11,. with revision C dated 06/19/17, prepared] by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-5443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBCI 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. i Jorge M.Plasencia,P.E. Pro nct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2621 Approval Date: November 09,2017 I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 1I 2. Statement letter of no financial interest; dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance'No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approvedon 04/14/16 and expiring on 05/26/21. r g P i I i a i I Jorge M.Plasencia,PE. P,r4dZuet Control Unit Supervisor NOA No.17-06X,01 Expiration Date: May 26,2021 Approval Date: November 09,2017 F E-2 , l i s i SUITABLE FOR ALL LOCATIONS REQUIRING GFNERALNOTES-, NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THEMULiON ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 8 MISSILE IMPACT-RESISTANT PRODUCTS FENUTRATIOAMUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION S UNIQUEANDSHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IX OR 2XWOOD BUCKS IF USED, G£NERALNOIEs t MUSTBEANCHORMPROPERLYTOTPANSFFRLOADSANDARETOSEDMGNEDBYOTHSM7 MSiTtUCTlONS_- I II g L$G4 CURE 1: ELEVATI2x WDD._,.._--./ i �Yy LI M.—_ MULL TO2Jf ri'000..._.�.,'._.2 MULTIPLE OxiwOiH Ttx2 YERRGt Mutt A¢G4Es mse 7HElYPEAND NUMBER OF ANCHORS CRITICAL TO THE STRUCTURAL PERFORMANCEOF THE MULLED UNITS MULLIONS WUTOIXILNXIONRY_...-_2 MULLIONS I / vsORlp�u>9mE HAVEe£ENTESTEDAS'FREE-FLOATWG'ANO DO NOT NEED TO SEDlRECTLYATTACHEI TOTHEMULL16N CUPS.BUT SKALL -WrALLOM- TE• 2 d See OETAns ISEOTMX:uILR NOTHAVEAGAPOFMORE THAN 114'FROM THE CLIP. MULLTOMM.NnY-3 W,oH �ffEi34i 9UCE MULLTD&RIA RD—.._9 DESIGN PRESSURE MULLION$ARE CALCULATED T DEFLECT RESIST THN,UflW ADS THE CORRESPONDING NQVATDTHEROTUSED NLTL TAN—. a U IN THIS ANCHOR EV LUATON.ARE.6 LOAD DURATION TI DEFT.ECTNOAS RE USED FOR T EEVAL13STREOF INCREASE WAS NOTUSED BAYB UTATE on 4 N � 1N TrIS ANCHOR!=VAWA'RON.THE t.B LOAD DURA170N FACTOR WAS USED FOA7HEEVALUATION OF WOOD SCREWS IX MU126 r, SPECS-._.-4 KK Z IIx 1%2X.126 MU4SPEC5�__5 W 4)PROPER SEALING OF ENTIRE ASSEMBLY STHE IYe5PON91B8.TTN OF pRiETY4AEID IS BEYOND THE SCOPE OF THESE 1)(In e6MULLSPEDS_._S U) 77 ,/fJ �/j Yi INSTAUCTKXQS. tco %2�i5XmwLs E i— 2 6EB De1aLS 1 !X3.145 X. IUU4L. EOs.._s nTBAV o; III /Ili 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND !X4%.125 MULLSPEts�—te W 6_ o SNcETe 2i / I ISI _-i �IN!B�r ANCHORAGE FOR THE COMMON MULLION. E)"PLE90N THIS SHEET AND SHEITZ4.FOR MULTIPLE UNITS,CONSIDER V Xsx.Bra TOmlLt.s SPEC3.__ii h BJ 1 I ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORiGETABLES.THE LOWEST DESIGN F `C m 0 ` T/ -� SNT>:cS4a PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY t26X SSOB%.265MULLspEGS..t2 / 1 / 1.28x349138X325X.-IJULLSPE.4 13 X.82a MUu.sPECB.-u i NMy 1iE1� 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UV TO THE NEXT SIZE SHOWN ON THETASLE(S} t26X3saX.sza6alU.sPEOs_te Z U 1£x301 NDRIIINTAL 2x4xmL'JU wE� 18 2 0 Mutt 7)ANCHOR EMBEDMEN'TTO BASE MATERIAL SHPLI.BEBEYOND WALL DRESSINGORSTUCCO,WOOD BUCKS BY OTHER,MUST 2X8XMWAJ.8PE VT 'a D Z SEB"ef-E BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALLBE COATED ORCORROSION RESISTANT 148XZii X,t25 t4XL5PEC5_t8 N r j SHEEfa AS APPROPRIATE FOR SUBSTRATEMA7TRVIL DISSIMILAR MATERIALS SHALL @EPROTECiEDAB REQUIREDTOPREVENT 38'x3T5BAY LaR1.sPEC"._i9 F 49'X=BAYV SPECS-_a1 Z REACHONS. LSC[ID _ 23 p Q C} z m Ez1,.TAATiory 8)REFERENCE TEST REPORTS:FTL8443,ELCO ULIHACONNGGRE-GATOR NOM'S LOADING E'XANPLES__._25 a Ul PAOOUC WY V) �..5 ee OFANY TTPC 9)MULLIONS AND CUPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING K uusrBB CODE AND AREAPPROVED FOR IMPACT AND NMIMPACT APPUCATIGNS.MULLIONSARE ONLY TO BE USED WITH ® UI U7 / it eYu sLzuSEO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURR91T APPROVAL& Cj i I 110)MULIONSARE IN COMPLIANCE FOR USE IN THE HVHZ g Z18 1 Ngv2a+tty P,oN�,'t 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTPAT THE SPAN AND OPENING WIDTKIMIGHTOFFACHeMMOUALMULUONCOMPUESVIMTHERMUREMEMSOFTHISNOA PR40UGT REYtSED L[NGm NOiBzalru as oouuc with the Florida Wu eaual9 CCootltl w_ tETt6Tli WSTRtICri0N5: NOfIN 0170630.01 ACDITIONAL EXAMPLES OF MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REOUIREMENT(LBSJFTr1 FOR THE OPENING USING THE ASCE-7 STANDARD. E Pl tl. Data 0512612021 N� r wWiH )--NaRv.Muu�uGrN—y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE F@IESTStATiON PRODUCTS FRAME DEPTH. Mi.. i aPmduet Contnl 3)REFER TO SHEET25 TODEIERMINE IF THE W@iDLOADINGIS'RETAANGMWORMM4MULAPRRAPEZOMW. ,SILL 4)FIND THE CHOSEN MULUONS MULLION CPPA(liY(IES/l°79 FROM TABLES tATHRW GH 18.4,ON SHEETS S THROUGH 20 RESPECTIVELY,USING EDq THE MULLION TYPE L8'iOTN ANDOPENING WiOIH OR EIGHT(DEPENDING ff THEMU.UON S SPANNING VERTICALLY OR FKIRI7AN3TALLY}TEE Lm � r `/ ' �'N CAPACITY RRSIFT'I OBTAINED SHALL MEET OR IXCEHI THE DESIGN PRESSURE REQUIREMEIYTR,@SIFTS FOR THE OPENING OBTAINED IN 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REW 6tE0 AML THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE MET TO ATTAWTHE FULLMUWONCAPACTTY. , SINGLE MULLION SINGLE MULLION "fFgy q�j,y yL B)FROMTHEANCHOR CAPAGTY B.B9)TABLE ON THE SAME SHEETAND USING YOUR ACTUALSU13STRATE CONDITION(MULTIPLE OPBUAxi— ANCHORISUBSTRATE/ANCHOR-CUPPATTERNMAYAPPLI)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR .;`.�t�pN•� N.'yi�'�� Ept—,;ALN1AL CAPACITY IS MET. '}SEECOIiPESPONDeiGD6TPi9 MULTIPLE MULLIONS '•� \,_.FRDttflGtlRESA90YE 7)IFTNEMULLION CAPACITY(LBRIFPI OBTAINEDIN THE TABLEIS HIGHER THAN T}fE DESIGN PR651.IRE REOUSR@.1EHT B.&SNFTrIFOA THE _*T No.58705 OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORM ' TO DBTNN THE LOWE2ANCHOR CAPACTTYRFDUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SIE ECL RED FOR THE SAME SUBSTRATE •201T FLORIDA SUBDING CODE(FBG).6THEDMON •2014 FLORIDA BUILDING COOE(FSC),5TH EDITION B)VERIFYTHE DESIGN PRESSURE RATING(t.SWP)FOR THE FENESTRATION PROOUCTTO BE USED AND CO MPAREWREi THE FilYA1 MULLION %D� TE lye •ANSVAF&PA N0.M2015 FOR WOOD CONSTRUCTION CAPACITY ILBSr'7q OBTAINED FOR THE MULLION SYSTEM THE LOWER OF THETWO SHALL APPLY FOR THE ENTIRE MUL,ED FENESIRAT.. �[Og1gP, •ALUMINUM DESIGN MANUAL.AOM-2015 PRODUCT ASSEMBLY. S �� .ALUMINUM l S«3NAL ti�.� •AISC 36410 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPUCAnON WHEN USING THIS NOATOAPPLY FOR A PERMIT. A.LNUMAM Ft'6. AFL PZ.958705 t i i s I �I MULuoN ' s DETAILA: DETAIL Tw Avrr R�A1E m+ MULLION ATTACHED TO iX OR WOOD FRAMING eucraTRw MULLION TO 2X WOOD BUCK WOOD BUCKAND MASONRY ' sEE SEerAelFs tatsl IL' (OFFSET CLJP SHOWN) (STANDARD CLIP SHOWN) ot�t. a anffrt. _ t: U I It2t FORNOIE d 6 I I C@R.AEN Q3G61'•'i�•� I oBTNILI; ul j N ERHBITNE I � Loana+s , I.i mcE oe,TANCE F---F'i�1m rA&Fs¢ � �. m_ oAnoARo e os� a FOR HAsarmY ri TANS ANdORR user uulL . cs w 'o IN�srnu.FrD�sr ..a FCR wam a, e' i I SIDE VIElNa Z m Z TmseEmoo spa zw•x,nx FOR Z ALL Ln11A1O119 a EDIERTLE �j F- Q srANoum Z U 2 /f nmAum sr EX > t z TERIOR � nas t�Tnm. � r DW— 4 g Z Z Qum d Q O Z N to IAASU\'RY �. ■ j ��• RL{WARIIIm FOR A a '6 (n ¢A SO IO EXTERIOR �A nisFoeEusmFori ® ~ N h OBER WiANETYPES z U _ QQa Z O O t rvP.ANmdt �IsuILmare d '� rYP.ANoI,R Fmsu arRAtE _ sF>:rAsl&s,ans � s E TPffiR t&18d sEETARLEs 1s•tse gO{•jatgrpp rPRODUCT n9REVISEDA�Dw— 7.0630.01� An , ' tamFtlnENr su P t�t� eesms¢Nr-,�: - E,plrwun oat,052612021 ..... :.... B BYDiIff.Rs. ';I... ...... _ Y sENOTE t. �-:'•;' MlRrn uct Contml 51EEt,. .._.... NN 2TIBIl.ONCFEin tM lel .. - SIDE VIEW FRONT VIEW f FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ` ,T 111rlrlrr 2)QUANNTY OFANCHORS AND MULLION SIZE SHOWN ASOVEARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE,THE ,,\CENSE•.�( i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE • FOLLOWING SHEETS.FOR DETAILS A-O,ETHER THE STANDARD OR OFFSET CLIP MAY BE USED- =*: No.5870.5 = 3)ANCHOR HEAD TYPE MAY BE PANREAD,HOG EAD OR FLATHEAD. '`^�Q:` j a)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEETSto 6)FOR MASONRYAPPLICATIONS W MLAMWADE COUNTY.USE ONLY MIAMFDADE COUNTYAPPROVED s ELCO ULTRACON OR ELOO IW S.S.AGGREGATOR MASONRY ANCHORS S��NA1�'lIE—? A.LYf�I� ILI-�t4 P.E. FI.P.E.0SB705 j _ I I I �I . A I I I I� DETAIL C: ti ,uy. MULLION TO DETAI MULLION I INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRYSTRUCTURE (U-CUP) 1)MAY BE INSTALLED IN'TEE•OR'CROW Y (STAND)ARD CLIP SHOWN) � INTEMECTIOfM , Yx 2)MAY HE INSTALLED HORIZONTALLY _ I i Tra.ANwOR (SHOW ORVERTtCAiLY. siANDARO I 1 sffrABctSf&aa 3)SEE UCUP DRAWINGS.SHEETS 21-23 c �a�,lP MAY CE i. TOP VIEW FOR OCRRESPONDWG MUUIM M 2 L itSTAllEabY t E1fGFO15fANCE _ W TMB�fHOb i� i' ANO vMrS4-1----{ u� O N .� i I•1^.. - nasTs>ssarLws, ¢ j vl �` sTurnmuno uReRc.cRu � � � T a �`^�wutoNua usesas t- a EI EXTERIOR s. _ '4 IN m Muu�+ '� z snoemBUNce • 1T�aFFssrc1P 15 d O ANCHORS tM'Novae m®wY LiNivescna \\VV"((��__//� �' a .usDBFusEowa �'N a ) „ Qaf3et'RAbiETTPES. EXrEPJOR a z / TP.ANONOR eEe 91EEf9n$a FYNi i N � b090 _// BVCM3lRiP PFRTAMOATE, NIXELOtJ,TtIX6 AND BEETRBCE3 io-13B � Tq AnACHMBrt FROM NEW By O1T�R9, 6 � ® M Tq N To- t~J 2 a O p ew 2T Ne OONc eTH cn cM" NNwmca:OPEf m= SB`Amos SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO roDUC REVISE Florida STEEL STUD TBeoa,.9 P 77-0030.07 (STANDARD CLIP SHOWN) ,I INSTALLATION NOTES.• smucruF� Oaplratioa pate 0 5 2 612 021 I 1)ANCHOR EMBEDMENT TO ME MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. ` PFR Sw-m M1nm auGt Coabol / srAB�s lanae ONLY.YBEC USE AHE ANCHONDMUlION S4:ESHOPARTLY N TEFORPIOFORW.RHRESFMAnEN ORR CTQUSETHEANCHOR CAPACITY 13 HORS PARTLY ONTHEAND,RE TOANCHOR DISTANCE.THE x3 coa CORRECTGSHMS.AO LOCATION DFANCNORSMUST D RDOR FD•ETCtR OTHETASED THE FOLLOWING SHEETS.FOR DETAILSA,O,ERHERTNE STANDARD OR CFFSElCL(('MAY BE USED. `��. LceAHia�s 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HO(HEAD OR FLATHEAD, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. I 5)FOR MASONRY APPLICATIONS IN MWTA-RADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED ` eat `11 Ire ELOO ULTRACON OR ELCO IT4"S.S.AGGREGATOR MASONRY ANCHORS. FOR ST9B..smos iHiMIERTNIW S1£ETABI.ES . pNY LYIVry FRONTVIEW ecAumr�uurmmrNeTteln�nu+6 :assB •r,1N: ., �1�i WOEAUWOOO RI.O�9"IISfVs� .`a.;UCEN9c-,�Cyl� ATTACNIENTSY O11�tS � Q:• :,tn'� OOERIORNOTES:waGPANCwRsxcs SIDE VIEW z TF t NA 58fiS :Y* 1)FOR2XW000-BACKEDS7MSTUDS.WOCC ~�- ATO t •q� ANCHOR VALUES MAYBE USED. 2)SEE CORRESPONDING MUlION TABLES. SHEETS 5-20,FOR gUAN11TYOFSCREW3. &�ler){•�R1�.E. FL�ry 58705 I i I( I( C i i i i DETAIL F: DETAIL O: DETAIL H: � FIELD-MODIFIEDMULUON CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 3xEDEtaLS AD. ��� SHFE15iNNaFDRNsfN1ATIDN EAY'"n u TOSPKIRC 61IDH1MLEA N a U N O O O IO Z W t�T OPW LU O U) VO N O OL � SIDEVIEW I m to n W TOP VIEW sNOwN WRN 1•x Pxa�. I i !_- Q u) Z NM1DN I' I I rm.aucxa+ ¢¢ . PmsupSt m ' U g Y .EXTERIOR I I I i SEETABIE916p OR I6B Z D 5iV It yyU I TYP.a1PI0R I I j EXTERIOR J.N iZ f STAN]MpNWMNGP I I S!£TABIR 161tp �ONIOrt�SFRFFIL I �I -1 I �S%Sa1GlE f11P. ~ Z Q m 1 I I I 2PEn 1%MJDN F]ID,165f BE Z u yz N •- I 1 I O I I P6falID pl5mE01°VYULL p) QHS �� SL— Q ; I z Q _ Q33 ! I� I I I 2PB31pADW EHD. Z.9 N �` I I I pSmEOFY 8 I b PRORUCT REVISED TYP.ANC11oR pl In fth Ih.Fl.dit —EAsussl Pm eu11die Mode a sffrAsl�lalaD /, —wom NOA-N,I 17.0630.01 i (f srF¢,awle E PI.Non Date 526/2021 xnawoop,srEn, s"woraPmm EXTERIOR a%raa5cpm DDemon eLuµclu an ausawry NopD>Enwspin. ` y W� Mlam4l� Protloc!Contin ® I ®® alL rouUmoRNA��NnY f RO a DDVlItf Z f Pal 1 - - A1CJxYi Vl I I1 pLttaicE ii NOTES FOR INSTAI-I.ATION OPTION O 8 H: PERaILHOR O E p i)USE 2ANGLE CLIPS PER MULLION END.CLIPS MUST BE RlSENTFO INSIDE OF MUWON. ```Q���• L}OENSN •`���' Z NOTES FOR INSTALLATION OPTIONS F. 2)DETAIL G:SEE TABLES 10-149 FOR ANCHOR QUANTITIES AND SHEETS21-23FORHOLE �';' N0.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAYOR 136'X217'X.125 MULLION. LOCATIONS. 2)SEETABLES IBA3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS 3)DETAIL H:SEE TA13LES150 OR 16B FORANCHOR QUANTITIES AND SHEET22 FOR HOLE LOCATIONS ATE r 3)THE 2X5 CUP IS NOT SUITABLE FORTHISAPPUCATION. ""Q ORIDr, -\Y��� A L't'fdNIMILL�.P.E !� �FL P.EB 58705 I I� it i i �I I� 1 i TABLE to MummCapppipgTabilmlom OPoltInBVAC9llfmcedca*garrin Mu4antlmOpw141BHetgM(farMltmrmMeParNr6 ME—) $rgC�1 S mM sob ]Gln SOF got, ibF Imh -In imF Putxiwhr T4nnl— lmowgM- TeTJTIm9 tAc.n04u• T9N18fA4 RedapAB irSJTdsg. Wde'StB� Tr+Ndw Rm 91. lwo`g. (_._ l_'M G. R—o'k. to n F-1-oder 1i2i.125 .Lnudry Lwdna Il.-mo L9Gdna Um&i0 -ft Lo Lo U dr. lovMO Lna�O Lvr.1+0 loafb9 199diq U.dW --v lu Oro laa�pl y It If if 11111 1g I _11 111 'a I is 1111 1 11 If is I Ig. 11 Sa s� 1 A& 1111111o a Q. .,4 JM ms 18 a12 � it" 22e As 4er I. 321 89AI tm —1 no 521 4O1 twA 210 me AIL fd.0 no 448 — 1-1 319 mA Oa9 MKAJ 319 —14M 1-1-9 J fD IBI, 14.0 339 els 25o rRA 3t2 114 252 415 SA W.0 219 49A 212 b1 249 Ale ail 513 120 3T.5 312 91.0 9{4 312 312 wF ZM IX1 312 ILIA 244 a4 312 GIA2'44 FV1. �j N m.82BF mA 281 T08 234 B32 Id 913 no 4S8 at 51T 224 SW nt d2f ffi lA8 2m mit ffi 31A 2B5 443 no mA 26i 443 210 22B 281 442 2f0 mA mi {Q3 219 z G wF 52.9 241 us m] 419 247 498 m2 I STD ze] MA 1% 320 241 415 159 292 wt mA 1" m] 20 334 193 no Mr 341 193 1B0 ZO ]at 143 1M 241 381 102 KIK m g 0 3 WF Lai 2m 3af tm 2TA 2m 31,8 LU tea wD ZeD 2B2 tb 213 mD 21.t Y8 192 200 me 1ST teR LID 21. ib 1� m LD mF 331 In W.1 N9 W 141 245 148 10.4 1e1 225 iM fU 1B1 21.] US1j29A too tb 10.0 tos SID fat2Z 139 10 110im 2 Ni mo In ;� � �� � Nh N5 "air9 h �3 � � Q 9 TABLEIB ANCHOR CAPACITY ADJUSTMENT FORMULA: )] F- `� 'Z m m A,hor Ca T9bie 0. O'CT ANCHOR BuSsm[c 2- marwa xaen RvmradM Fo.p Pr SWaa (DPw)X{ =ANCIiCIR CAP.e r N A2BmTyM 5/16 BLo ut-ain tA'EIGGIAGavm 1"v s. vllt as UFmm v1•E tJtos_ —.Fho U(e'EM rA•sei3ro no&kN n2s@d 812SB>3 MUUION iN W I-- Y �A9Peanla uG9aa1 A4Pe0mr+ame.(csl Iu io5) Sac.r1t) USE THIS FORMULATO OBTAIN THE'ANCHORyEtotlta a i• at? MW-A—.- sva^ 1• .Mr xf? r atrr r a4s asl• F" CAPACITY REQUIRED"CORRESPONDING TO AN3 .Eo7sN,a4 I— -1aV` r r-w 4.w• I.w 1.rxr t-114• rax r tas• las• .mles ACTUAL PRESSURE REQUIREMENT FOR THE zArol<n D4T+u ac.rsmugseaa¢a ulo hh It 3mm 393m 1914m zlom 2mm 3s4m 34m 34Rm 6wm w utm aum Smm OPENING.WHHJ Ff6LOWERTHAN THE MUI110N d Z N W tAG9Ma(21,15'.h aelsLrrY9s 1a0heat�O^9.2t 4mrn 1Wm W __ MA Wa WA WA WA 5m- msm umm CAPACITY(FROM THE TABLE)OF THESELECTED � OArcM9 5•MY4 O.G I(31215Av9 C9Gn IIFq.n 7mm nmm 1®em 549m M. WA rmm 14em mem m M. wsm Inom MULLION.ETWILLYNEIDA MAIMUMANCHOR �� 2An9Sms®WS•NF.D.CIUC�,trA.fT5•Auvn.l g.13 WA WA WA WA WA WA WA WA tWA WA WA 119m CAPACITY WHICH MAYBE USEDTO QUALIFY 1t t�alFa9tPo.R sm9. 1�m _. W. uGm tTrm s]am la1115 atzlef anb4 tmm. zttm mam ADDITIONAL ANCHOR OPTIONS FROM TTtE PRODUCTREVISED ]Ammo®11SL4+.aCr FdiG Oh BT 2iam 190m WA 3UA 193m WA WA I8A Ix4 WA 3gtm MZm SWm AN CHORCAPACITYTABLE BUIIdIeBp3Cdfe"Not fh.Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. HOA-No. 11 NOTE EAPI.d.o Dot.05126/2021 FIGURE I: FIGURE2 TABLENOTES: I 1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATIONMETHODS. 2)UNFAR INTERPOLATION BEIWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE FIGURE 3: � 3HOLES jMUWONE DRILLED TH1PSSHOWNARENGT TODIM SCALE LRESEXACT IONSSHDIMENSIONS,WN ON SHEETS 21-n TS � r FIGURE SH WSUGG SUGGESTED, FIELD F MATE 14 LELOC TIONS.NESTRIC:BONS SHOWN ON SHEET527-2& 2pp0^ FIGURES SHOW SUGGESTED,APPROXIMATE HOtEIAGITIDNS. 1 ANGLE CUP MUST BE USEDJN PAIRS. .125' `AAitONV LYNN 4)SUBSTRATES.,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE 6LQCKLMII(cMU)SHALL CONFORM TQASTM GSD.WDODSHAIt RE PRESSURE-TREATED FIGURE 4: FIGURES. FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF LTM.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125' i `;'•; ';P THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'TMCL((18 GAUGE).STRUCTURAL STff1.TD BEAT 1•Xrx.I,,MUuUON LEAST^I2ST---DA&.ALL ANCHORS PFN METAL SH%LEXTENDATLEA$is:.CpEVtT{9tEADS BEYOND THE MATERIAL.#108#I2ANCHORS INTO WOOD MAYBE STEEL.IS-6 S.0 OR410 S.S. =•O; A L�187"IP,E. FL P.E.#Sam t r i 4 i I i f I �I I `I I TABLE 2A ) l ft n Ca at Tabffi _ 0 Op.m0 WIftpwrmIffiias).'OPanbe Halplrt(brtnti-bm"pwa-2 mg-) I p 0. 90h mN I Nib 90m twb I WON YwM R.cimp,6a PapinTp. Rctatpllat Tnf2Ta9m --V-I'R+Q.'80a.I Rectw- Aectvb9tt Tawe- -.0ait4irehm. Rstm. "'T6.4 ft-'.- T.{!11#ri9 Rerta,pav ".0 ax3 I x2x 376 Letylm lAFim ImaM L9%91Y LWaap Loaft Lamp Lav3m L... I..,. Laaard u.-i, wp g !n>•r„H Lando -ft 1-. I.-nY If i LIT 1 op tm0 am tme av xat3 oc tt4a as IAT eax rma sw n3a +m 18x5 ala ma ma 1ea0 asr no mz is39 a1r ]sr tm Y96p Sir aaa mz tie 91r a5r YaR tars an � � - 2 bN Td1A 902 ta9a 11a lOL1 5D 1102 Itp mp 5w tOfl] 4w mo SW ttl.0 aW BT0 5w .6 DT Y28 60T p30 3m W] 501 pee I 134 a0] B80 SB 358 501 ifla 996 � j N 1 60.829m 1w.7 dW 1ua 379 954 4@1 899 AI 1.1 K. tat Gill 4$ ale 9S0 SAB -050 'aL3 3R Qi8 1:B 0ae :.� 132 158 948 396 DA [56 8a9 SB 324 460 QO 359 !Y z 11 Som 9sl Iw A3 sae 2i.z 4w mo 529 o m m, w sae 199 ma Sla 4r.5 190 w.a alo 4] 4w w.a 314 3sa Iw ate ata as +w ata au Pa] 4w ste 313 000 W t' 's In 60h a. 224 6q9 Da a1.a 324 BTS 219 448 Dl 61,2 204 Sap 310 lac 280 X. 324 49 a] SLf D4 49 355 980 821 .5 253 r12 3]4 14! 263 Y9S 3w +a5 x33 Iy F � W w h 53.9 291 "A 233 dl0 ?94 493 219 961 Zw 43.8 241 AO x41 999 2A ale 391 D.1 ZM x8.9 2w A2 x33 721 2w A! 230 1" x91 AI 233 14. 281 A4 170 3 z .taN 48 208 498 230 RO 269 41 rL5 114 w.6 721 $7 365 Ni 218 250 51.8 315 234 26a 280 212 196 ?® 'Aa Z. 14T D.] 209 I- 2m DJ 209 I z � �� TIN a. 235 D.9 188 90.0 ffi a22 tw 261 ]x9 264 Y00 ES ffi 359 im 2a9 926 215 itl 180 28 221 iE0 1S0 2x3 2z9 m MQ 2tS 19fl 1M it. 26 tee m R. me ffi M.0 1D 239 2:23 D2 1)7 D.e >m 718 Sm 192 xq2 Zt! 1® 170 tax IBT 163 1S5 130 lag 120 202 iaT 190 w I. - 98 202 tis t5B ¢ d 12 )8M A3 152 2a.0 t® a. 193 25f i6S 743 t® 220 '✓82 1F.T 1® VS] iS YS] 193 18Y to u3 fOx Yfia 15a Sta tw 142 tSZ Rt Y93 tai iw 64 '102 ia3 190 j Q Jn F wN 146 IM t40 1x9 154 1H Inl tID Y � J Q - 8aM 432 ID i68 In � � 222y+y Z n W 0 O TABLE 2B ANCHOR CAPACRYADJUSTMFM FORMULA: S 3 AneherGe c Table W sa.a4r. 2a Cmeae 351 wn. It V.m91 ZLN tTAI IE 0T atetl (DP-)X ANCHOR CAP.,,.,.a•\QANCHORCAP.p 92ir E9. Y4'aS Etc Yt6`FY9 YI4•Sfi Bm 43o-YtLM P12bv:a af28tW MULLION CAP.,�a. ® N fA grttvTm Y1S t3aiAmcol W'tYcithlccn 1'ir0kc U6rmar iff'HWtdlcal M91i0rCIpP412am5 ttm+4+ gaaefalor uss® raPlaev sys(rsi 9e,.1T5} sc.v(m2 tSETMS FORMULA TO OBTA82THE•ANCHOR Q 3 ESJe ommnea 9ai 1• x-ta• ,1^ xarr sur r avr I• 2-1¢• r SVr r a4r mor aaxr CAPACITY REQUIRES)'CORRESPONDING TO AN .N N En0.Enw9 IV wt' wo• Y-14' T 'w 1-w' lata• I... Hte i-Vt• S 432' ice' 94b. ACTUAL PRESSURE REQUIRENENT FOR THE xwcltnGl.sshaarsvr.hauoaaappl9.tt nw me ato 4. b moa 15u m1 D0 zw lm SSIb 149 m. an lm nese. wean 311¢. 4am. ss0m OPENING.WHEN IT IS LOWER THAN THE MULLION 1AneMnQ L1 Mh 0.G l6 Wad.00b PU_xT w ]ala WA WA WA W0. 9wmi NW WA WA f0A WA (82a 5550te I4Ub CAPACITY(FROM THE TABLE)OFTHE SELECTED iA>waaaOrr35.ac2¢taagr0b aro.rp-,95 tmb ]e9as sub laws 1e9aw a4b -a" FIA r2ab r amb 1�a aezb seam -la MULLION.RWILYlELL2AMlNAtUA ANCHOR PRODUCE REYISEO 2Mxhm.®n/S"M D.G IIWiq M.lir-t .ale WA Wq WA WA WA Wq WA WA HN WA IW WA WA 9L'A ]ISb CAPACTTYWHICH MAYBE USEDTOQUALIFY a,n L1eying tvkh thO ROr{Ca lAsrerFat pm.St tmb Oma a7sb 41sm e23m trb INb mlm lTOa 1m0. mb mm tiom aYim xe0b AODTRONAL ANCHOR OPTIONS FROM THE BPBatnpiEoSn 2Am2maAlisxN¢atw;atHwaz zl0a aw6a WA wq xu Wq iwa WA WA WA wA WA >+Y Aa u2an Swb ANCHOR GgPACFTYTABL.E. NOA-yo. 17.0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. B Plmtl Date 0512612021 T- Muc coo FIGURE Y: FIGURE a TABLE NATES: [+!! �� • • • • 1)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -^(1.0w•(-- FIGURE2)LINEAR INTERPOLATICN BETWEEN MU L LENGTHS ANDIOR OPENINGIN OTtS ISALLOWABLE • � • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR OCACTDIMENSIONS,SEE SHEETS21.211. L1x1111)11122 x HOLESTOBE DR}LLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 20 ANGLE CLQ MUST BE USED LY INRs. a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. dj SUBSTRATES'. SHALL CONFORM SHALL TO ACI 301 SPECIFICATIONS,HOLLOYJANO GAOVC-FB.LEO LL OTS � , ';•Q CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 09 ~#'0,WOW SHALL BE PRESSURE-TREATED _ No,58705 ' FIGURE 4: FIGURE S: FIGURE4, YELLOW$OU7HERN PINE WITH AN BG OF035.ALUMINUM StULLl BE60f3M1T5AND BEAMFtAt2OM QF.iZS • THIC'BTEELSTUDSTOSEAMINLMUM GRAD E33 AHD.045THICK118 GAUGE).STRUCTURAL STEEL TO BEAT rxTXstb'Mt1LLON 3/r LEAST.125'THICHANDAW.ALLANCHORS WTO MET AL SHN.L EXTEND AT LEAST 3SCREW THREADS BEYOND '',.�•lc.'~, �;1'L:�= i • �� THE RATERtril.sYO&&12ANCHORS INTO WOOD MAY BESTEEL.I"S.S.OR410&S. .Q ..jb20RI... .. �riStON�ttRLlri3`ss AlYNN MIlSLEFi,P.E. FL PSP 55705 I �I i I I i F ` . i / ! i / | � ' � � � i / ' / / [ � i I I I i i i TABLE 0 Mu63tn a 7aDm c�� OpmD1p WAM(ravSlEReP}41mM50 mJGars)oropantne mum) t; SOF wn EDM MF al. t00N YIDF HOF 16th 11y7eA mampA3 ifgY7"g. fan . TIBW.* R.Wo. T.011ma, 126c1s�tY TI.",% Rwta+0+L3 SlaaIo,gi wana- TML $, 18azgtla �dnN. �ea�irr T",RMB r vj. Two.";- .650Num. L�6B 1038 I>m3m LTfp haft La m I-ft +an�69 L-a's. W . I ft I-ft LaaT6p -ft LeaMp Ie. 1AWitp Lalm1T o ` TaDB 6L14Bn 12 3 {IF. Me SN im0 135 Into 7u /Tk9 fn iM0 � 17aD adB t%0 � tme sle times, ttm IAO m tTaa 12m im0 571 SnB fu3 R4a m iml tem R80 m no I= fTOA m J N ah 1Ma m ITOA - ROA MO 1m0 604 Ina Ott Imo m 1mA I'm Ina am ROA Im Imp Wr In. Ht] Ina m u1.7 1411 1".0 6e1 111. 1417 fM0 6m 1043 1411 IT" m � j zO N -h Ina 747 1m0 663 Go S93 int 801 tT40 SNa It4O 084 SMO IM ima m 1328 Nm tM0 TR 1441 Rol int tab .4 13ae 97aA 750 1043 !2m fmp 756 Z 12% Due Tse O � O$ HF 170.0 ]pi 1740 617 Into p5B Into 091 1)ap 1116 IMO T64 150.7 1130 Ina OOT 13" 1170 Ina STT 1Md 1130 late Bm fa43 1130 Ina m 841 1130 Into m1 733 Rao ROa 961 -'a m Tq 80F int eM "to of 143. Its IMM ]et 1215 Bis 1445 746 tate all 1323 733 ..B pia TLCs 729 879 pia ltes lM 717 0% 1144 715 all We JUA Hi 049 SIS 114.4 716 EDF 151.3 eT0 181.p TIO 7m.5 630 1349 - 1003 Sn 1232 Olt N9 0m 1122 6m MA CW lud T4s BTa 6p4 358 B13 Bm B13 349 542 630 Bl1 fi1t 47.4 Bls 81.1 6{p rj L�j ib 7 wF 133.1 !6T it9A Gla 1140 7R 1/ab 030 pt3 7sT 1058 824 R. 1sT poi 654 711 IST mt ®a ma 757 612 RO sea IST n.6 6p3 472 TR 132 Spa 4f. Thi 782 Set % j nN 1..7 am Ina 552 6Le OB alo 010 FL7 630 541 Sn 63B fiID T22 m 683 616 EDA 6H SSB 810 023 506 124 6ID ST2 We 39.3 EDB. 551 IT SL5 030 552 - EDF 0@. Rf 60.4 4% 121 STt 786 4¢0 ez dTA 4m it1 At 006 471 taa 571 55.6 JBr 432 571 Std 459 Me STS e"a at Sop S1) KS 447 27.0 5T1 446 416 nN 06.0 642 BSA R4 64] 612 TOd 4q ar.1 612 021 136 500 5¢ 557 MB 44.4 SHE SIA a4z 440 M A. 43T .3 50 479 428 288 Sal 406 4ae 250 343 40.1 4Zt '2 F- O�O 4 m OOF a2f 407 a1T 361 114 407 45,4 353 37214U 63.6 - US CT 363 343 219 4Ot 327 330 ?da - e28 334 .7 4W ml an t8A 401 241 as 183 4B7 Zia 210 Q t0 Z F. 90F 428 368 M.1 ]M 052 358 372 314 30.7 358 32A 308 283 358 266 301 216 366 241 Sm 21.5 350 24.0 266 VA Me 21.0 2d 133 108h 841 231 346 Be 25.1 2m 258 251 V.e 233 720 241 I33 2m 18B 244 187 283 td9 240 jet 233 Me 217 n co Xe, d q 111E 27.8 MT M3 742 211 am 238 238 iBd 287 M.e 735 123 2B1 H] 231 154 23T 10.5 2m ii® Ir N N Y 126E 226 2m 229 Zm 163 7ffi 1So 2fl3 SST 29 tet 3@ X Q 3 'rR a 1�D w TABLE 48 ppglw TaDH bs ANCHOR CAPACITY ADJIISTMFNFFORMUUI: < BZ'C /ANCNORGP.,,,,�, i�10 Samml> 2n oxva4 3.37 rwc. i+alwa3u Taa Otl Prrroo4 N0�• �)X`HURON CAP.�,,,,I GANCHOR4l�P.,m '� S..l � 5lIPfk6 171 69 Fla YIe'EW W66 Eta Ha 3aN M29F61 Bit Sip AneearC0p Pa0am8 A+73w'TYaA' NIP Teotlz.cr6 tH•6mU0ami tam YtPBxoem v4•E4ouAmm A7B,acLmr ,�,� A®6f S.-PS)a-fast s�3rta55 USE THIS FORMULA TO OBTAIN THElNCHOR PRODUCT REVISED Ezp mrAa.tn3 r avr r e.- 3x9• 1• 2vr r 2-14^ r strP r a4P eu4• O.Sn• CAPACRYREOIIIRMICORRESPONDNGTOAN amWyirre wHb tea FTerlda 6mta�marcf t:lr uy4• 1.yt' far r 14/r 1•im 1-vv 1-w• 1.1w 1-w• r 1.3T 1611 wm AMLIALPRESSURERE0U67EMENTFORTHE Bu0aln9 eo6e 2An6Mn @4T6'MF O.als awsaalP(Ftaf sham SaOm 45am a.. :6Nm 2T m 2W its sum 74am 3Tsm fd+ Bram utm d42m 5Wm OPENING,WHEN IT IS LOWER THAN T14EMLLLION NOA-N0. 77-0630,01 4McMn 591.16 nun o.clsmgm4(orOSm00bffb.zy team M. wA HA vu wA 3aS" wA wA wA xu. wA nim Fn CAPACITY(FROM THE TABLE)OFTHE SELECTED E,,p3mtlon Onto 0512612021 4M16a3 3'NF OA/{792@ArpNfAp ISRp 9I T60m ta3m ®Om Y06am tmam E9a" 6rAm WA T80" N8m E®m 1699m 6mm m lemur MUUJON.IT WILL YIELD A MINIMUM ANCHOR ,I YA9:tae @a.45'Mh Ota lU�0.NTD.RS Ilm.(PµdT WA >4M WA WA WA wA WA NA WA wA 91dA taA t>V TiSm CAPACITY WHICH MAY BE USED TO QUALIFY 132 tANwliS6tlTh sj 196" ta9m tum 44sm BIIb tum 140" i"m 3mm t0im IDIm 4n" -70m 221" 2M" ADDITIONALANCHOR OPTIONS FROM THE MTam Da Canfm 2ABNnt 49LW ltn OCTFdI➢IF404 21Om SSam WA WA WA 190" WA nlA wA NM IMA 1m 442" 506" ANCHORCAPACTIYTABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLEON SHEET24. FIGURE t__ (FIGGUREy TABLE NOTES: 1000' {` +-1' " -' i'- ��•-, 1)SEE ETIFOINSTRUCTIONS INSTRU TINSON USING HETALES AFIDSHf1$FOR INFORMATION ON LOADING SEE SHEETS 24FO GENERAL I ENER LDEFHOD5. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 111 t l I I 11111 FIGURE3, 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. y7W NIXES TO BE DRUJFD IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. -•�T,� FIGURESSHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ` `•`fa N0.58TD5 ANGLE CUP,UST REUSED IN PARS. - 4)SUBSTRATES CONCRETE SHALL CONFORM TO ATX 301 SPE-C6lC$UKNiS.HOLLOW ANDGROLTT-FILLED `• *_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 0,M WOOD SHALL Be PRESSURETREATED •'0•(.A f T� FIGURE a. FIGURES- FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 606&T3 AND BEA MNOAUM OF.126' t•>r:-W�� THICKSTEELSTUD5 TO BEA MINIMUM GRADE M ANDA46'THICK/8GA 'O A7E0 ' ( t)R410 S.LTCTi)RA7.STFIlTOBEAT `'4': LEAST.125-THICKANDA36.ALLANCHORS INTO METALSHALL EXTEND ATLEAST 3SCREWTHRBMS BEYOND I•XZ7WX.SPMUIUON F ORIDP,.�G�Z� * � � INE MATERIAL tN08#12 ANCHORS INTO WOOD MAY BESTEEL I&BSS OR410GS. '!��'�`rSI�ONAL A. LY fJN IMI1LiERP.E TFL P.E.4 b8705 I I I i 'I I 1 . I I� I TABLE 5A of 9 R Mla6enW a¢ll Tabs. q OponIngwieIi,co, 5ra9l6Psrilg mows)eropming mLma) SuuuC SON mu Tow mb wh 1mu fmn tau 1.1b }I Rtclma5a ia•ITtlag ReavpWN ia2mlaC Rafapta T Tea;, Palm evp ReatnIDlar Trap.- I.-aar TayNm� Rat... T�D9m9. IieG.apla TmyMep R•dmplu T+p"T g`Y 1'a8.125' Ia"M tOl6lm L--hv U." 'aep IcadN Lm6w I®6ro tm&p La.+6 LaauN Lmft L=ft L..&Q LmdGa Ir4vinp Ir�319 L-ft Tub mea 3 3gy.5@ gy$L�� pe R ��' q5� � g§ yep ggpa@. $Q � Ce 3 y��$Q �y¢§� �p a e, ap 3g. gg5g 6�grg$ y�t po} R€ €g gpG$y. o+ �F�1 �� 2` s�o 3d Z p�}U LL] w 2 0u 100.0 ® T1n0 135 1708 7N I tR0 Im 1760 C6B 1700 Sm JIM01 Bm 1700 610 1700 1119 Imo 521 Im.O t2a0 iRa HljITaGj IMI Mal 621 77¢9 IMIIMDI 521 1154.4 100] W. fflt ON 1700 M It" 571 1ma 550 I.. w 170.0 m 1700 000 +RO ll]] tma Det 1Ro ins f.a SIT 100.3 141, Imo 6m 157.7 1AT Pao M 1331 I- 1700 am II. ISR i7aa am m 7 h 5 s3.m5n 700.0 to IRO am 170.0 008 lino 631 1005 +Ob 100.0 884 100.0 1193 1005 TD 1705 1345 IRO 111 1700 1401 100.5 Tse tau tabs 1>n0 768 1119 lass 002 769 Ica] 1195 Vol, 156 '� W � U1. 1lOe 7n 1700 01] im8 959 1740 .1 1700 ilia ITo.O 751 110.0 fns Tm0 900 166.1 Um LA0 mT IaB.S 1101 fA0 559 121.3 IIq 100,0 001 10a5 1/01 I1a0 BB1 0.l 1001 IRO tm --{'0-{. na W 901. 17n0 Bes 1700 001 1008 1003 IRO M IMS 1100 170.0 M O47 110 151.0 ma 1Ilf flm 1569 1117 111., I"' 1447 DIO 87.6 1159 144.5 9m m] 1158 -.5 9m 69.4 11.9 10.5 9m 'Ila ~ m Z mh 1008 000 1700 745 1609 - 1760 am - 1040 1555 Bm 119.3 1.. 141.7 w 1065 1049 ffl�4 Tib 1049 I- Bm Re 100 1U] Bm 685 I- Ila9 BIB 698 im 1168 M. iz � N_ � _ E5 00N 1009 B96 iR¢ 799 U98"904 151] m/ 1187 B55 illi fib 1013 9S3 121.3 175 B7.3 8:5 BU ® 1161 751 Cab ¢R ®.8 1l9 009 1611 BAT 719 67.1 c3 651 TU ? W V ] 72h Ina va lila - 101,0 Wi IRS = 01.1 Cm 101A em .1 900 BIS M 71A - el] 003 To 812 575 ® 7x3 Hm 459 em 69.5 em 40. 003 68.T On La � co O �Z Tab Ina Til 114.1 921 Ito Til 008 0 - In 531 005 OS] Til lab F95 6n7 721 656 M 614 Sm 416 TSI mA Sm 'SA 721 556 SU ml Tll 0.1 m �oQ j -885 Sn5 904 598 91 121 m AA 041 =I .4 61] SR 318 604 mA 004 '�F?mN "a 514 ala 400 %.e 514 m] tae GA 6U Ea0 440 51.1 514 Na 400 345 aU s2B ESU ]i] Ill n.4 514 Sia 12 005 5U =4 4W no SU 80 CA N yZo 4U 0.7 101 493 4`3 Na 3115 351 451 40.8 290139 as 331 ]el 001 453 D.1 IIl m] 3Ta 738 457 28.0 ]OS iB.4 452 253 35B 149 152 >ti 3S9 N X )I o1mN 341 157 39.9 3x2 31,7 2P 9.T 317 213 SST - 31] 210 117 253 300 21.1 3% IAO lm 206 Zw 138 357 m. 793 me w 142 w 118 357 15811.3 ]..e 18.6048 379 1a5 270 125 >b24 1S4 Sm 139 1119 1lB 219 1L8 Zm 128 115 99 900 114 28 N ?m 704 ?4 i� U x Q O Q Z TABLE SB ANCHOR CAPACITY ADJUSTMENT FOWUUI: �' MelwrCa T Nalma sue tm tbsme as+Y x H baa4u 79.GSU P75Yaet NaA ID s)X(ANCHOR CAP.,a,,,,) ANCHORCAP._ AttM� 0017 Elect 15¢00 vP f4BUmcM 53rD T6•BNILVam 9P000W[N vr6s tY mCT FkB VP 59 Eta MSI. BHSNa1 aH2St@l MD WON CAP.p� MchwClip Petkmt utmran A98Gaa umaa7 Am�.e saevM sae San(oQ USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Eey naarteOla t• Lt+T t• 2-ill itA T x-vz 2.Vt z fur r a- caw o.mr CAPACITY REQUIREQ'CORRESPONDING TO AN a ptying with tare FI db Q.tee0nml Tea• taP tar tar r 1-vP 1-vr t+A• vuP +-w z ssa• 1sT ACNAL PRESSURE REQUIREMENT FOR THE 9utiaing Code xAactava®a2r mn aa+60NPOa0O icro(R¢tT mem Omm 50000 loam Om 50000 1500 '1400 seam awfe Ulm 54200 aom OPENING,WHEN RIS LOWER THAN THE MUILON NOA-He. 017-0630.01 4Arcras011r xln pcletaq;A o1M)Cap(no4 mom ]mm wA WA tea wA Smm WA wA ulA wA WA Ulm Wsm Timm CAPACTfY(FROM THE TABLE)OF THE 59.ECTED Pzpira"fl Dula,0512612021 4Mma®SMR OB./1x)xiSAtakClp91¢i¢3) 10000 Tmm 6mm 15mm Imam 61600 Smm NIA 18000 ]1800 SBO Be I.tm 00x00 Bffiae 112000 MULLION.IT WaLYIELDAMWIMIIM ANCHOR aMlas®O.arph O.C.l Utsp,Nb.ttr ABA LFI¢65 WA WA WA WA N+A WA WA WA I. WA IBA WA WA WA wnm CAPACITY WHICH MAY BE USED TO QUALIFY BIt 1Amta/Fcp Op ST 10000 10000 xsm Nsm 51200 19600 10000 mm mane +aim 93x00 4nm tion 20000 ADDITIONAL ANCHOR OPTIONS FROM THE m renua Coot 2 PMK Q1.1r.,..F-, p6T 20000 -ba WA NP Tmm NG Nis NU WA U+m 4a0a �m ANCHOR CAPACrrY TABLE NOTE FORTHE OFFSET 0.1P,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ' M.OIm•-1 i FIGURE is FIGURE 2: TABLE NOTES I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ,I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 312S' . FIGURE& 3)MUIIJONAND MULLIONCLIPS SHOWN ARE NOT TOSCALE FOR EXACT DBMENSIONS,SEE SHEETS 21-Zi • • • •" HOLES TO BEORWF�INTHE FFIDFOLLOWINGDIMENSIONAL RFSRtICTLONSSHOYvMONSFEET52T-23. TIL UCENSF'•.�!/�; FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAPS, SUBSTRATES: No,58705 CONCRETE T E BLD:CON IT(aAU SHA L CONFORM M TO A 00 SPECIFICATIONS.HS.HOLLOWANO C-TREA ED 7 �"= CONCRETEBLOCSCIININEWIT AN CONFORM TO ASTM OSA.W ESO63-SAND°RASA IMUM OT 1 "D FIGURE 4; FIGURES: FIGURE 6: THM STE UTIEMLSTUD PINEEAMINIMUM GRADiALUMINUM SHALLK(IS GAUGE).S RUCTURILS103-OB26' A'. io � �z D A36.rH;CIC STEEL STUDS DOBE A LANCHGRADE33MID SHALL IlCIEN ATLE).STRU SCREW THREADS BEAT 1•%(I.vFM MULLION) THEMATERIALCID&#12NCHOR INTO WOOD MAY BSTEEI,I ENDATR410S.EAST 3 5CREVl TFRiEADSBEYOND (1•tIF MULLION) THE MATERIAL#108#72 ANCHORS INTO WOOD MAY BESTff7,i8ASS.OR410 S.S. NNAL E ` A./LhNNP.E. (FL P.E.#5870.5 it I I I .I . 1 i I� I 'i TABLE 6A :p MuTlon Caprly Tabie(mslii) 2I Opening Worm VwX e0®01s ilgmt61mt9)�openNg HNeM(brme=) Cd 0b mh mN mh wN 1mn IAN nah 1Wh $ °6 RmlmpEa/ rrm'Inam. Pev+a,Nr R.apTbmy R-7f�a Tie"- racm,w./ lma'^�e IlcefenPl. T.WMro IZsmWa/ r.0- R.V. nmrnma i�cf mamba. B�Paa• T/T/wro ; C�t 1X4:.125 Laaha IuNim LwZ L---v laaQ.q taa9re I-N. IUR'8 I®6a9 u-. u.. 1-. L-ft faa6m L-ft L-" atsm-Tuan $ z $ F $_ F F r $.. WIN g € k'_ € �' a r I �5 €.. � 11 W 311111 ITh 1Ta0 ala 1- In tm.0 rot ImA 4m f7iUll em true I 506 tmo I I i na 61. in. 1116 R. 621 naA nM in. 621 - - 1I0a sit twl 1m 1-1'Stl fait nag In. QI J co Mh 1mA rm In. @! - - Ino m1 1-1 m Ina m 171Lo 11]04 In. 661 Ima nm 1R0 m 15na tw3 ime 690 1w] lam 1Rta W9 111.7 tam t1oA - w-r Ism fraa baa � J dd wm6h tin ] Iran (m In. p9 171LD m1 17aa Im in eM t- 1n3 unit im 16041 nm fraa mr 1465 tp.f' iR0 mm n11 ISH 1TQo 7m NWA tE9 1mA 704 WA i� tR0 rhe �o = yCyCp F Mh 1ra0 797 Ina oil I- sin lrna M1 1740 1119 naa 761 1R4 IIm Ima W IV' 1159 Irao W IMA 1160 fraa e59 I= 1fm Iran 661 w2 11m in. 61 rr2 llm tRa ml a m o (n 66h 17ao ens noo ml Ima 1042 ltao 7m -I lag 1641 e32 1st 1042 1167 615 111. t5g I= wl I-I 1042 1mz Tal MI tog nn1 rm nit 1- tel m2 Iszb +og IMI roz 'I� D ro � mh 124 no In. ru 1312 r +we ala tae av t1u m9 1- a@ fu.o m2 +me est ttu lea w.7 az I- rya W em 16041 its 61A � IEOD 7" 'bar � 1m9 rM Iti � -on n tau 1M trno rm 1nA ear Hae Tm na1 ear naa m 1m1 w tn.r rM sle eg 1mr to ¢r as tau m aeA Mr sat Na sv.1 wr W.0 rn s1.r 90 sa3 m v3vff Z U' U T2h 1358 M9 1!2] ml 1nz W n1A TQ alit n1s loan ]OB B/A M9 eeA 6m M 969 ear WS W.9 0419. err ffn 66e W' 753 659 MS W 726 904 125 W rz4 Eel .let LOU � O y ]6h tlsa rat im7 (A sit] l6z 10429 (S2 !26 7R w.a 6M T42 rR as ® 6l2 rel 7Q 6W n.a m But m5 ¢t rm ¢a Eat Ma M 69.9 997 w m 04.1 595 J W Z f Teh Ima m In. sal RO 721 ale RI 704.1 rN (ge W9 fue T21 TIA Sm 5041 ]M eat m1 SU AL1 611 Sm u3 R1 bTA 6TJ s92 TN 6104 6A 04,11 7g 615 Sm ~ 7 Q ' m Wn 0..8 W IIA Iw Ro W bar QI lar W 529 the w.b W Art IY seg SM ¢a 452 MA W 193 116 2104 W MA 4s6 xe 611 alt m zi W ]aT IS Q Z wh n.a W. I. mlar 419 Ins 4n 1„ 4g sae 4m ens 1w mA m uA Iw 2n7 m aza aw 2ne m .1 9w >v m aA am 17A mm268 m non aw zu m1 m 2404 s1 m1 m 220 an fne m 1045 ma t1A m rzt 101 .- anala alb a.e air 2704 313 2042 � M 36 2046 351 1204 am Ina 35! at sm ISA 757 11.4xx+all3w u1 n4 r.o am a.r ao 10404 3m Iu 2m +e.a sin na 043 x'o Z YEO y O r TABLE 68 ANCHOR CAPACITYDJ AUSrMENT FORMULA: 0a. AncharG tl a61e b /ANCHOR 9u34traR' 21RCavefa 131trx - {Io1mfLU Fetl U01 Pruaoa Meal (D-)X\ )=ANCHOR CAP, Ytn•Bm iH•Ba F1z Sna•Gca UI.89 Eke arot� memd 4M126tetl MULLION CAP.,e.�. Amivrype YIa BmlAxm vlf-Wsm YI9•QmiAsm ilt'Flm InnenPRODUCT REVISED Ana8orC5p pnttema Le9aea, Aige ie.9wn AmeCwar 6ae.EGS)e pq —(m USE THIS FORMULA TO OBTAIN THE•ANCHORompiyi^g plEh me Ftarlaa EaOsaebme Ml t• SVr P bt¢ 1VC t• z-f2 1' 2-t? r sua' z nIr n54• eau• CAPACIYREQUIREO'CORRESPONDING TORN BolimnB Cafe [m6mnea Mk t.V1• taV• we• taM• z I-w +.Ire• iv1• 1-IM• 1-v4• 1-ve r 1ya tys rb ACTUAL PRESSURE REQUIREMENTFORTHE NoA-ran 17-0630.01 2M-G4r4Mho.nloh�Nat�etaW lRa n2r 390b amm MOmc wrm m vain zwb a31b MiA 'A m1m wain M1m azar bmb OPENING.WHEN IT LOWER THMI THE MULLION FxPImtJ Data05126T2021 IAmMag2 Mil ncr6Wa0 Tu0be04�a76.ak rWm rmm sWb HIa IW 9sb WA seo 1. WA emm NIA mtm mm lmma CAPACITY(FROM THE TABLE)OF THESELECTED 9A/wivaOl.i5 e131 o.nretma.a(aaeepOblFiF lk am MWft WA WA WA wA TWb WA wit wA imb lrmb Lob MULLION.R WILLYIED A MINLNUM ANCHOR By Saml�a SY rmb uom +Swb tE994 Mom 8Wm m emm +mem mem mm Imm CAPACITY WHICH MAY BE USED TO QUALIFYrAArah !inb limb 1— mEOb 2 Aft atom Wm wit tamm iHb la72m -ft ADDITIONAL ANCHOR OPTIONS FROM THE WA WA WA WA WA WA WA WA +WA I4m 1e ANCHOR CgPA(7TY TABLE g22t'Y4Amatae "`T"aG/r{LqFia. WA ®tin mSb mm NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALLIES AS THESTANOARD CLIP. J•j i.00P r-- TABLE NOTES: FIGURE I: FIGURE 2: FIGURES: FIGl1RE4: FIGURE6 FIGURES: 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IIFORMATIONONLOADING..SEE • SHE.TS2-4FC.GENERALINSTALIATIDNMETHODS. 55 r 2)LN'EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `.`�;•" / 4lCEN✓7�+,/��i 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23 Fi0IF5 4.W0• •-.'P TO BE DRILLED IN THE FIELD FOLLOWING OIIUFNSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW _*T No.58705 SUGGESTED,APPROXIMATE HOLE LOCATIONS. - *- FIGURES: FIGURE6: FIGURE 7: �� F � C SUBSTRATES:BLOCK N IT ETE(CMU S LL L CONF RM TO A301 SPD-.WOOD0NS.L BE OW PRES U E-TREATS m CONCRETE lNEWrrIR SOOFFULLILUMINU TO AMU 600.-TS EA BEIMUMOF.12S- HICK YELLOW .125 :,15•. =Y!/ STUDIO BE W0H AN SO OF 33AALUNmTMSFULL BE6G4 STRUCTURAL STIEEL OF.125LEASTSTEEL ��FS i•.FeORLDN;.•=G,\?� STUWTOBE ANCHORS ITOMEAANDLLETHICK(18 ENDATGAST3 SCEWTHRADSEYOND TO THEMAERIAL THICK � tr ANGLE CLIP(FIGURES 588)MIIST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL EXTEND IFAST35CREY/THREADS BEYOND THEMATFRUL 6108 1•%4•X.1tS A.CSRONMILIYR,P.E 012 ANCHORS INTO W000 MAY BE STEEL,IBA S.S.OR410 S.S. MLLLim 'FL P.E.$58705 l II I l I I y ' i I I I TABLE 7A MuOan C• tIlY TMbIB s1Rr1 OpmIRB WId01(BN18MmBYApBrtilg lm6a(o)ArOpenmg XelBnt(Tw7tMmfda6yayarilg lfaSMD) mm min Rm�� mm Som imp In. Non fmm 1Y4Z.]75 lmcmgl0 aml01ee0. R.-.m T-Ti,- RecmpBet TtiBT- �pds Tt¢rDlm1 BedanpEm 1k3NTn•rn RwhIIl v RNY1peY RretvOfm lilplTlm0. Ian6BBMe TTaNrna a. R9idtDpm Temp � � _ lm4N LDmeB la0dng IOBdrg ImsnO Imdm IueStN loadne Im6m0 IA1snB L,maR -ft 1--v lndnp IAOdtq I� Lo-ft ox� AU Tube g yg y9• r r [§r Fy9_ s r e$ }z1¢f_ p ! �9!_ yp} _ r �$!_ t& i9-.. �jr$ �1, §ry !_ "y¢MDBIonI)eO� Il g 6 �e J ¢m Imo 680 1m. Im 1Ra 2b Into 4R IN.D BBB Into 503 IRD ra! 1X0 619 IT0.0 1116 IRD 531 tR.O 1260 into Bzt Into Iva IRO 6N 1]DO Tm5 IRA Sa IRA 1`8] into 52t O U) � J N am I- no RDA aN IID. BR 1R.o 681 IMA B9 7m0 - m 1131 tm.0 rot im0 1m 1R. BTT IRD NIT M. BBD 7R0 Lim IT¢0 em 1Ra 19m IRD 880 161.s 281 I- Bet �a meam ti D m lma s9 110.0 Bm 170.0 B]I IRD I- ROD ml 1X. ItBS 1X0 - I= 1]15 1mA 7Q 1160 N04 - m IRD 17m I- rb 1560. 1N6 Imo 750 Ins 1MB 1Ra m I� � �$ Nm 1164 nI +RA 018 1R.0 098 IRO mi IR.O Il is 170.. 751 1R.o 195 '0.0 em 1)0.0 1¢t 1RD sT IRA 1m 1760 858 1%B 1799 into at 19.1 1700 1R0 m1 120.0 1- 1m0 801 K m O? W WL,, 110.0 803 1m0 R1 1704 Nm Into 19 IXD I- IM OTB 1mD 1111 I= BN 1m0 I- IM Bm i%0 1618 1X0 Ion Inc 1810 Ir40 1063 1114 IBM 1R.0 10m w3 100 IM 110 �� � t0 Ur W N 1R.0 010 IRD T 5 IRO 1110 1T- em into 1R2 1m0 BID tno I- ROA 101 180.7 15¢ IRD NR HLO 1512 M. t¢2 11T.s 15¢ ImS ttm 1[47 I- 1678 ',or 88.1 15N '.. it" O � Q mm 1TOD BTI IRA m T.-.o 11m IR. Pot 170.0 Im IR.O 100) imfi flit Into 10W 1¢0. 1¢s Imo /1b 1)68 1sT[ f%0 1130 101.1 LIR H28 11m MA IR) 1b.0 11W eo2 i(Jt ibA 11W S Z am 1740 I- tmA BB Into I- Imo fm 1mA 1>m'1653 11M 19. -1,4.0 109 117] 1- fwd 1038 Ims 190 120.8 IDb m 1)m I1TD IBA 15A i� 1128 1013 6BA Ino 1125 "Z Rm 1X0 119 JRA a7 1498 11U 159A iM] t32 11N 19.8 rdl 1132 1181 131 f/9 047 1181 11s] BBI 11th 11m 1079 B4 T4J 11N wA m5 611 118 811 09 541 11M B2D ® !nL Z 7- 1661 112• 1740 BBT 1LBA till INTO Bm tlsA 1121 mp 9R ID3a 191 1158 931 R3 1121 IDBa me m0 1121 968 908 EB] fIZ{ m0. 830 m] 1W W m 51.9 1134 812 678 "'1 r t _ 7- Q m mm 1061 BII 111] 750L411 [M] Tis T2 BN 621 )Zl rob aN R] 712 m.1 BM ms 102 u.0 6M fiLt fig] L60sttm] T¢ 5BA rot bS 743 611 u.s )¢ 448 Ml w.f T¢ I]A m0. NJ T¢ ]66 690 9.B i¢ STA 6N p N ^6I- 620 Sm m1 bet mB ba N.7 6m 1611 nI fib aA 505 NA Sm 3T.] 1m ]1.] 6m ]13 192 241 am 290 bt )Lt 686 aidJ 4R too ms 24i lm n N P2 st- b0x1Mm b.B {m 141 s11 ]40 ¢B 9A 175 ]f.T vA 208 415 291 414 33 1R ml 4m 2211 11221 ]M IL9 m0 14] 29r 10A B]0 iTd TA] s' Z.m TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA Ane1+wC3 Table ANCHOR�.er fiw 2utaZrdl 3st ran 1trOnalu FAW 061 PTYbDO eba (E)P_)X{ }=ANCHOR CAP_ 91a E6o vrw6xo vtaBm was Emo mo s+m 9I261xd fnzeme M���'�"' PRODUCT REVISED mchorCOp PBBeIfW Sta SBU 1rl•OCOImmm 19twzn ]IfS 13wtBtxm tre ltolt6mm AvoaOdm r A---(ScrimIorfm USE THIS FORMULA TO OBTAIN THE'ANCHOR scompNing wlN ma FlOnda Eby mmrne(e1 r MW1410ft 2-t¢ 3.12 i sort Y ala ASt• 0.]]P CAPACITYREQUIRErOORRE.SPONDINGTOAN I1ulfdln9 Cade• 11Ct-w• 1-- 1-uP 2' 1J'a fare Btlln ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Na 17-0630.0'1me roomTbm n41. -- lam 5ttm N2m Smm ING,WHENTISLOWERTHAN 7HE MULLION 6PIr4BDeta05126)2021 m I41um O9m WA smm wA mom wA Bmm WA �m emm 1t2Om CAPACTY(FROM THE TABLE)OF THE SELECTED BNvm6Lt5•Mtr�4clewmd(mopn7 DSB 6U.s! BeOm WA WA wA Tmm WA WA WA WAMUWON.TWRL WFIDAMBNIMUMANCHORB{ArmM1Be®r Mn O.GIm2a Apm(.pelIF11.59 Tmm b i5mlm 1Bmm Smm Smm WA lmm ibm Omm 1eAm m2m 8mm Itmm CAPACITY WHICH MAY BE USED TO QUALIFYYm -1metom momA fHom ltam t¢om Baf9m tvnm fmm em ADDfTO,NALAIN[)OR OPTIONSFROMTHE 'A wA lfA WA WA WA WA LIN W'A wA BVA NLl ICOM ANCHORCAPACIIYTABLE Tmm from rAA Bmm WA ]ISm WA WA ]OA 8mm !BA WA WA NLl LVA !Bet PMSm 112Om NOTE FOR THE OFFSET-CUP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARO QIP. -•1 1.067 f- - -j 1.000•t- 1 i I TABLE NOTES: FIGURE t: FIGURE 2: FIGURES-. FIGURE4: FIGURE@ FIGURE 9: 7)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERILMTALLAT10N METHODS ` t ��• •�� ) SLENGTHS ANDIOROPENING 3)MULLION ANDMULLIONCLIPS SHOWNARE NOT TO SCALEFOR IXXACTOL1ES7OM15, ``pNY LYNiy1 '. SEE ��c\�r tIC�Sp•��(tT SHEETS 27-D.HOLES TO BEDRni Fn IN THE FIELD FOLLOWING DN1EISIONALRESTRICTIONS 4•�� 4.�(` NO.58705 ' SHOWN ON SHEETS 27-23.FIGURES SNOW SUGGESTID,APPROXIMATE HOLE LOCATONS FlGURE6 FIGURED FIGURE7: 4F )SUBSTRATES:CONCRETE SHALL CONFORMTO AQ 301 SPECIFICAMONS.HOLLOWAND • GROUT-FILLED CONCRETEBLOCKUNT(CMU)SHALL CONFORMTOASTM C-W.W000 SHALL BE �p0 FY.•[V� PRESSURE-TS AN BEAMNIMUM OFOL77HHINPINEEL STUDS STOF0AMINIMUMG SE33 ANRALLBE - �'P-•. N!/� THK(1(18 GAUGE). STET TO BICK EAT LEAST 12S7WCKMNDA38.ALL ANCHOR L '37S .375 itFstS,O�, ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 S#12 1•Xv X3TA� 1•XPX9TS� AL. III P-E ANCHORS INTO WOOD MAY BE STEEL,188 SB.OR 410 S8 T-MULLION MUWON FL P.E.#58705 i I i i I TABLE BA Z@ NUIiDn Ca m TibN a OpenWJ WWM(fOrwii�tg muMtone)orC"rtag Height aDTrOdmtmOt3Pen0+g raAmm) e I,WN WN mi. mH WIe I- Dere 140h IWe _ O 128'. Y LOiac tueab >L-dN Lord'v 1w01N 3.189'x $� sTL,� a � � -� S � �_�. S�_g L�• � yy_ �>' FA'_ �^ S�11_gsh€� S�bg^ �S^ gayB 265"Alum hTdN �� s , a1Bds NNs 1o� I l 1 1 �g l I k 4.1 111.1 1 1 ik El 1 11 �w 42n Ins B30 I'm.1 1M Ino TN 1nA mIns eW mo we Ins w1R0 6n 'w Nle line I ON I- I- in. On MLO 1166 -e 631 Pao RN InA WI lsid I viesIrDAl O u) uuI to bei 170.0 Me Ille.1.4 POA Bm 1-A fie in0 092 1R0 630 1]0.0 1111 t- 661 Ine 13n +nD 69 1n.0 1t17 fn0 em 161.0 ISN 1-1 W IWJ 1310 In.O 810 116.11518 N W-1,IMA NT 11. EW line WB POU WI I- 1046 1]0.0 881 In. I'm IR0 im, 1700 INS {n0 147 W.D INE IRO Me 1]03 1466 ,RO Me 1103 1465 Ina M n4A IW Ino M mh fns nr 11111,01 0.1 IRO aW IRO fig+ In. +1+6 1n. Tfi4 +n0 196 Ins 809 +611 I- Ime .? 1486 tIM POD 11 TIL2 Ifn 1R0 651 1044 Ion In.O - M 1165 IA.a ml a ID N O N WN ,no 861 UOD ni Jim IoW In.O MI 1566 11W 1 810 -A, 11W I. 650 ins "' +588 BIB 1113 1165 Im. 013 B2> NSB 1Md 005 m1.9 1- 006 693 rise ,Nd ad � F LU m � .M IRO Ino 1100 741 10].1 1051 1- 610 192 imi - 662 taxi 1651 I- BN 108] IOP 1- 66T .1 105+ QST Bm eat I- 1n3 III 6B8 +031 1141 621 600 1161 114, 631 � � a. Q ®M 161.1 cor I trial 180 1193 "1 131A RB Ha.4 BS] 1N.0 190 7e4A i6r AICs "T e2e EDT 1Qd Tm 618 95] 1080 m lard BQ I- MI W2 661 OBB Tae 653 OST Sao 149 ? z J o L0 n1n tmr ew tv2 Wa 1653 ba 1+62 654 Nd 651 +653 W+ max 654 .7 fiW rfd W1 el, - 84,4 ea ne w RB 651 Tla en am W1 me ® 4u eD1 me ere w g O Teb 19.4 TII ITU la0 012 R2 3/2 616 Tam TII 858 WS fiat MI RT me me TII RS OSI e r TII and 665 ltd Tu and fin M >a 6e2 6R 241 TII e81 6N 3 J � Z )Bb 1012 666 fmd 665 !41 e88 49.6 2e AL3 605 ]ed fin 653 681 TIM 080 661 BW BlS bw me 663 60.1 0.q 432 EBS 513 &] S] 661 eI, 69 Jid 6R W.7 96 wr, Bao 813 WA NT .. 511 STS 4N art 611 mi N1 412 SIS M.T 104 Ms 515 109 4M RO 615 5)A IZt 9d St3 Rt 41] 311 613 WS 401 me e1S 2a, 40t F�F Q X Z W 650, 813 45S Idd 104 183 IW O.1 W Re 13] - 191 STA 411 044 a01 102 NO RO Sig 92 4W 60.1 Sn a8 49 Zafi be 19A 49J N3 ]W 1).0 49 ?7.8 109H -TOw 300 311 81d am ne we 92 6A 2. Ill Ed Me 332 me 113 6W .7 J01 tat Me Zle 265 IaB SSB 140 TSl _ /O 8 111h10 1l.1 >b SSB ]Oe 3B3 >b 50.1 ni 351 SS9 261 381 220 m D2 bl lad m 380 089 t]d 336 10.1 261 X Y Y 12th 9,e 2W 3V S1 313 365 311 2W tOB 365 203 268 ITA 3W ,83 ]W 15l 390 Tal 249 � � N Q 3 fen 101 201 141 186 p a�� 00 TABLE 88 ol ANCHOR CAPACITY ADJUSTMENT FORMULA: ;Z AncrofCe{mtl11•TBNe O SdaeT 2A:4bcnm 86l Lpc Hmw QIV F DA, PT5Ym0 Yai ANdiOR G4P.ee, o n (O m)X� �=ANCHOR CAP. ' g+lrew vrss taD bis eco-.Ere pros.! stem i,zsla MULIJDN CAPPRODUCT REVISED AtxhetC6p PBtMm9 ArtNv To. sn6•DwlmOsm us a9ummm UBram 516•ewUSim YC ELOU6xm Agg1-11 u al AW-X srcvllan6 M USE THIS FORMULA TO OBTAIN THE'ANCHORpynp wlth the Florida E4 bap aB6rceenl ,• 2.v2 ,' bux• sL8' r a12' r &YI z soa z B.m• as, a- CAPAC17YREOUIRED'CORRPONDINGTOAN Bu8roding Cod �� Emmnee n 13�P tal 1S'4• 1314• T t-w' 1-ve 1-vr 1-vc t-vd• 1-VC S 1b8' tJle Bab ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Nw 17-0630.01 zAYlras®l>6•wn ac151mabdm0xt mp plDtt Smm W-' Isom Om Zmm 146165 v4m sham Nem S1,m uzm �m OPENING,WHEN IT IS LOWER THAN THE MUWON Exptti..Date 05116!2021 p Oil. ®Dm NA WA 36565 11p, WA NG WA - mm 66365 ItAm CAPACITY(MOM THE TABLE)OFTHE SELECTED /(np$ Tmm m Im ba SNm SWm NF TWIm mm 66565 ffimm 1azm 68565 IrAm MUWON.ITWILL VIELDA MIN0.IUMANC}iDR BTWAA tcOm CAPACITY WHICH MAY BE USED TO QUALIFYM d odpct Conlinm. mm s5m ,mm 1nm scm 65365 ttem mm 36565 ADDmONALANCHOR OPTIONS FROM TFfr 3cm N111 1A 16565 Nd1 I.>A R01 YA Rot 9!165 4Qm SWb AN CAPACOYTABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD QIP. FIGURE t: FIGURE 2: TABLE NOTES: 1-1250'- N • • • • 1)SEESHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MFORMATION 1 j ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111(111111/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE 3184' a UCENBF•�(��' IXJP..MITT SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOW WG D04ENSIONALRESTRICTIONS y.; Na 58705 •� BE USED SHOWN ONSHEEM21-23.FIGURES SHOW SUGGESTED,APPROXIetATE HOLE LOCATIONS • IN PAIRS. 4)S BSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C8SI 0.WOOD wa FIGURE 4: FIGURE 5: FIGURES: %�•• ANE �.•r!/� BE PRESGURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055 ALUMINUM SHALL BE �'n•• • 8063-T4AND BEAMINIMUMUGE).ST OFAUCTUR TUCKS TO BE TUDS AT LEAS BEA MINIMUM AND A36. AND �i S • nrNcrfoRS INTO METAL SHALL X�DA LEATSDT 8 SACREEWTHTHREAADS BIEYONNDD�MATERIAL 1�(1i wMUwDWi1wN '/.S70NALLE�11`� i 110 Sk12 ANCHORS INTO WOOD MAY BE STEEL.I"SS OR 430 S.S. A LYNN MILLER P.E. FL P.E.A 58705 ) I 1 I II I / i I I I 1 i TABLE DA 6LObn Cap0c0Y TablB I6Wl+ opnnmo Wmlh HreBe+anlropmawm+e9m)arop9ninOxBmheLeult9nsNalrapa+ave n9Leon) C Nob 6pF mb roF mb BOF +oOF Amb 100E �•l G 1]5 isl! R°I're'� T-0-- 1LcsryWu -WI— Fwls ar 9'.Z nsla�Nr repRt Tmyr6mq rslsa9m Tr+Meoa fIDmtiart rePnisia oY a YI }.100 �i Wry 194At0 29`�0 t�^�aV x®Ap lw&q fuwmp ImN'0 r�t0 fv�b Lv.mw I.mmry wb la.evp Iwlcp toapp ladh0 wIllon � 01 a I I I I I I 2r � f hl z �U W mm nu am mo 4ss nu rN nao Im +mA me Imo 6W 1ru na fmo 6m ImO +++e mo ]a lu] 1na fzm en tv.r nw Imo ax1 ms! IHe imB az1 ova nn rmB mi �w O U) 4F nOD F]9. +m0 s1 I]a0 650 Imo eel lora ere 1m0 mO t44T Bre rm +921 91e Rao 0R H. are II00 em 0TA ,9m Imo Cm e1e on 1R0 aAD m] we 7R0 Bm J Fluin lawab lrao m tma em 1mB ma 1m4 m1 Im] 9n Imo m1 4fA an leu m ins ea 1541 ea9 tau an ImA sm era 9v tb6] e4 raA 9D 1EN ess ue mr Iso] ® �n N ] s g wm nao rw, ma eix lea m9 1ma aal ImA e4 1w.e em Nu es9 ufA 6m Imo e4 zxB mo 9z] em ISaA BN nA m9 tae w1 41 wa I]ae 1ss v-a eeB tae m2 m W o` � mb 14u ]M lase an Ilea Te Im] em fors ]4 1nA ma au rte wrA aa9 me roe m1.0 41 n.e r4 me aM 6a) TN u] ®] sts r4 m.a ue r4 By a+ a m W 9 wF Ix]] GlT 1]20 6m 1011 BR tn] 6M 041 Bn 101.1 663 Rl Btt 81.4 618 64r aR 61] m9 ml OR to BN eta STI RA 61B 41 BP m) 6m II1 erY )6l !a 3 V' a0F fOrA 61r it1.f m0 BST 0n Bre 619 m0 6tt aei eID 071 wr le9 aa0 591 81T Ra 194 E48 wr m.r Im 11n w1 ea4 4m IDA en 61T IQ >ZD a1) alr IID � W 7 RF M8 e1B w.t 4b 641 we >IS 110 692 e10 BS] III wA 61a bol 1]3 441 S10 ell 110 4.1 610 5ai Z 4I1 ]IA we 480 100 m.B Sia ISO 1m E9 me 160 a] NN J U mb )4D I65 rl] 4m SBi d86 e1B 650 m] Im Aa9 'SIO KI 4! 41 191 Im' 16e >m 151 Iw 4x1 BTI a! 16M1 fa] ]91 II2 Iw ]66 x04 97.0 49 ]B1 ]m W ? Q ieF w1 441 540 ]Bl el] 44 mr 310 4ae Nt 608 aR IOe 111 tS4 ]0] IN 11.8 ]m >Ze 41 a6I am 2r2 41 M0 ]/a M.] 111 x21 34 MI Nt av ]43 JQ n mm 1x.4 ab 43e 1w 151 ]R ])A 1m 90] SII x2] a0 3Be ]33 mA 1m IIB 912 341 NB 211 ]]] III tr2 1r] 032 K] 200 162 ]]i t40 402 ti] 3]1 mi 900 O O ti e6F 150 191 SSB a0 Bal &1 mA 750 ae 7w a4 29 111 291 II! S4B 161 3B1 2V 214 Rb m1 mA SN +Ie iw R.1 1x5 nA !w Iia fL N m IOem zea 1m 211 ma 1a6 ao xf 1m A m ma x6+ ISI m9 lu tm � N �sJ �o tlo wm al 2m T11 4) laa we 1W iw me mt 1u re to tli ffi Imm ne 1ar 1nz no fag in Iu 1w W m N j 6�7 Q O O a ko TABLE 9B ' ANCHOR CTwacrTYAD.IUsrMENr FORMULA: Ancharca Hy Table s nmelm: zn mneta ].9 We iFba GW ceMUW v]]wae BYa1 /ANCHOR CAP.,e,,,, (OP,e)xl )'ANCHOR OAP.—vra]om sHe azo vs•ssEm lm6Fm n2ame MULLIONCAP— PRODUCT REVISED Anehor CSD Pallema ® ur Em lmmmt ]nr am tmm6ron 'H*-- Aom,a,1' Lai® AM—a°e'(asl su"'{ml s�M USE THIS FORMULA TO OBTAIN THE'ANCHOR ae B>I In vlf6t zFe FloriCa E4ra nmF.xe en[ t• bit 1• 21? SV0• Y 2-U'i• P atrr Y 1irC r ¢4' aw• 0.]N• CAPACITY REQUIRED'CORRESPONDING TO AN BUBding 5vd4meN Mi ler ts�4• 1-vr 1y4• z• Ew• 1-ur 1-vC +v4• 1-vr l-v4• r 1aa• 1s)r aab ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.0 fAlvAm®I.tS•69n O.alaW0a0n(AW©D(F10 f2 3mme aWb 4mb BMb tw4m vOb 1Ba mo 3sab nab ]rob a6t ma wean 3•Ib N1b 6mb OPENING,WHEN R IS COINER THANTHEMUWON Fsp11all4rn Date 5/26!202'1 1�Dt.m•uaS OA.l6wmaRrob.0a01N-1i 4ma. )m m. WA wA Nu WA J96 m. IW WA WA WA WA aexb wa m+ limb GPACITY(FROM THE TABLE)OF THESELEOfED IA Jma®YIffi O.aI R)xll Nqb c9wl(Fb.R rmb rBr On 6mm lbbomc tme to 616b SNba NU Tm¢a neb em ms 16'ab d¢b a45me ItIDb MULLION.RW6L YIELD AMPllMUM ANCHOR By ]Anehva WOM•Mb-0.0 lLLCp em.im•AGO.(N.43 WA WAWA rUA tL'A WA WA feA WA WA NA WA tW WA 050b CAPACITY WHICH MAYBE USEDTO QUNIFY fAm24e/ Etw twb +a9b mb N36n eab 1]6b 110b mb ]rob twb 19b Inb nam! rnb aab ADDITIONAL ANCHOR OPNONS FROM THE 1Ammnwl.ts em.arrr aDn ai 14b amb wn na1 rw wA twb xw WA run WA WA Nib u2b 6mm1 ANCHOR CAPACTYTABIP TABLE NOTES: 1.250' I�1.2E0•'I FIGURE I: MWRE2: I I • • • • • t)SEE SHEFT7 FOR INSTRUCTIONS 0.Y USING THETABLES AND SHEET 25 FOR 94FORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTAL ATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENINGWDTHS ISA)1DWABLE itl)I IIT! r FIGURES: 3)MULLION ANDHOLES ION BE UPS SHOWN ARE HELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.2SO' 3.26P ANGLE SHF_ET52t-23.HOLES TO BEORILLS S 114 40W SUGGESTED, APDIMENSIOLE RESTRICTIONS :• ` % CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGEST®,APPROMMATE I{(x.E LOCATIONS. _� WaBT� ® I ® BE USED *: .14• IN PAIRS. 41 SUBSTRATES CONCRETESHALL CONFORM TO LL SQI FORM TO r HOUDW AND GROUT_FLLEE)%CRETEBLOCx UNT(CMU)SHALL CONFORM TO Ti57M-W.WOCDSHALL a� BE PRESSURE-TREATED YELLOW SOUTHERN PWEWRH AN SG OFOSS.ALUMINUM SHALL BE �� I}•:�(V` FIGURE4: FIGURES: FIGURES: 6063-T5 AND BEA MINIMUM OF-100'THICK STEEL STUDSTO BEA MINTAN GRADE 33AN13 �.(�' ATE • • .046'TlICK(76GAUGE).STRl1CIURAL GTEEL TO BE AT LEAST.I2S THICK AND AS&ALL .700' .100' �i Cs•-•�W710�•:T',a[�r\��` INT • #106O12SANCHORS PLT WO OODMAY OE 5TE6.7SSCREW TFB20EA0.S BEYOND THEMATERLAL 1Mt1WONET9fl vx. 1.MUWONFOR X32 �I�S�Q�AL•ES"```� FIF1D-aAVLLm UNRS FACTORLLIONIED UNITS A-LYN�M�LLYFi,P.E • FL P.E.#SB70S I, II I j mwlm Lmam e3 w W • • • � � •� ���� � � Fra=;; = s � x3waDe�su B�S� � • m ®�®,� a em° BEd a � e o um cw.•tr a s 's e N • h o a $8 MCmr C.rav6y Q yO g a Eli-lag q Cvp.aly ' • N ypY 6t p y 6666-�.y e RIR MaWh � • n 43 3484 °m @ffi@:"a "a a 's @ 's4 ° ea wmm•a wa • • 8sr, om �umC � iencepMy° ear.eey • 3333&9'� 9 � �.�y 2'� Y 4" e cepeay EI• W m@9o9a � ��ee � @g9° yam°°..ey $§' v. G g e g o uo c.p.ur g �9�� ig€g€�vw q�n � =® @ = @I? mm � aa� BRwm�u.amutly EaS YYn z fn €fie€g �Sy ¢ tl Eli @ "s 3@ 9 M F §8 9 9 aa�d"a a X 85 OR S y g C a 7 p O q Wm+n hpeNl 3 y = :° 07Ler _ ccg .. ogm•+P, °m2y�yz dog z Ng 9._ °y i w�. p s C � ? e g wem9`•wmy e 9:- g�A�I�o 9m� � gg � g u M�c•verq �' c_ 7i. gg g€BqS g 8 p Y a A A e d N b e a hw+.11)`•war : Z b y�i> � �Y Q Y Y F � 0 £ � __� � 9 @ _ � �S � G � Y �� ww.•e"asy:j*r O �w Wmo w�l'° c' m a �" ya m y g ec s a t� 5 e 0 Mme--d0.) S�' A"J* cy ° �K s�>�>�±a�'w 9 5 @ E � g � S 9 Vm^e we> �. F yk $� ��A $ ;� €�€�$9vvQ 5 4 3@ = & r i m a °a a wahw"na`m:i� ���IR'sS��aa z" E 9 P s 9 19 `w:y ffi 6 o ° 0 w : g a e e a u c.y.wy �F ��� m � gf g @ E 5@ 3@ m s e § was e`w�•inr S _ -s yg a wik.c.wmy °��° Ng� � 933884�K§�� C G a � n 6 w � � E 6� v � ou•� � e 33 � Ma>c.re.nr �9' gq � na � a $ 9wo9n+aw as.y r - M1+ N oodo �no° % ab e is 9 4@ e s § wem°y d ^� 4 4 $=I-HSp r�� b n b m u 3 I 'moo �o�o (�Nt'1`4wr 6 iS' �C'aCI OP E; w ys�9z x � MAIN � c� �ZBASr�oo Z $ q tg Az ! • � ` �y�all*ryyy �� � Pe@v n ��5•r` Q•• f'S� - \v Pm�a.� COPrwCNro2m7 PG'f INDUMIES,INC.ALL FUGNrS RESERVED -0 i T4;5 z . ° -AlPIMPACT-RESISTANT ALUMINUM TUBE MULLIONS 61.28X3.25 X.824 MULL SPECS • 'JO WA N/A � 8389 �a2 Imo ymanlaer aex tr mBy. E` '••"" �.` N $ J ROSOWSKI 08/29111 C N(a =im-rsroH • n m J RCSOWSKI `08118/17 NO CHANGES THIS SHEET. �cEar.oywmszvzee b AAWtbnLMe� '� •ire• � � • " �„�� �' � F o 3 S s � � a a s 9 x 6 8 a G ���� � ! m m o -' eros sssrrrr �rr A e m �. m S c— - - 3 -6 : "s3aa B6 "a "s 4-- 11-4 n�1a o - ------ - '- -- --- 0 • w S .y A a 9 SIR 9 Mt_ @draro.) $ � •r a �taa=a m � vB� Gp � � � � b � �b�� mrmr'�cw•�r c s 8i � Mcnareq.ea aUS e s�a�e rorm5°miAY ssib Mnnrc.D,vW 34'�, id 22 6@ 0g w E n w»a roq SHOWN G o G e 'o g o ao?:j,' WNodCmrvAq a'$ • A 0 e gags . GeMR crwaar 6 ' Y ' a � v� q AicherC §§ $� S�E A� T3 z-z z r� 88a888n•`v A E?a' a 3 ' r w wrvaac�`ra' x R X02 s ��'� S � W � �5&�a;s '�n ' � MCAncy,rW ��$ �• $ `*y�'s5���jr �g m �m 4 �rawA�a •ay�3�swvua.aeaq � g =fl rt �o b 'E@€aye a m F 5 e 5 5 a e e e °u..dY a ��" � � $qmem a e a �g O gr r w P - a P x Hamm crY.:ey ig HP � �vS7I >�>�>gp �°@55$p�q�3gF�°0��as �1x.a�aa�nr�r5�' � A�mFe �Y � '�tyii r x yyy�^+fig ��L a G G 4 n o� ye b�e�� Nutica C.prsty mm yg 2r���+" AAO p{ @ (SY� gNN f7, R1 yxi tl�uN 3 e &yt @ M eGCvpUaCroYY & �H4,31 �od Q8998q9 1 ro aw y�a 888888 � a a rWO � eisags � `age °_�-' wamnel:)dY � z o> � 5m _ �c7Qm�3 xg $ @ S SSa3mmeeg5 w�`r"a.acaro.ja` m e g> k w e o 6 P Nrao•�Y g O MORN oll ' l N�.'i9lp Z. O S8C qlu� F Y 0 lg d *l"l,. r r22Y^'.: •:p u 90 9Z ;0 c �,� Q­tf c COPYRIC1*11 PGTINOU9TRIES,INC. -PIGMSRESFAyEp mZr;q i7M.PACT-RESISTANT ALUMINUM TUBE MULLIONS �•' `"` '�`'�' ,� +�� `r 5 1.25X3.94 X.824MULLSPEOS �,�;�C'•:'�`I 'i�,C a m 5a �N/A lA + �VOOJR2 uJ RWS89CIlf ryrsm 9ASHEET.CJ � Wcm®w Y c tT.c�cr.oFwrxamcie r' I I, t I i I II TABLE 12A i U-M-Ca RY 7.bW •s� Oponlou M/Id11£wT•IfieDO•'-•P•Y+Je£m11ae)oJOFmtA4 eht(fifhx7xmdOJJ-SpanY(g 1:PGa5) Nre� soh BOM RT n0T mF Ioeh Com 1197 IKON iS ROalaa.M 2J4z2o T-er- ---eoW I-W -'o- 1-wee,p e-- Iwo- Tewy wee! e q m39 TrTIMmY& AWaSoawn9ETtim/T@�ImD SWLs.�WyIs' RL4-leftTubilvq Cap S `s P6 C Mu®DR $ g �d lag � g s � a � '� F a Hill I i _ 11111 �� �� 43h 1=1 we I tmo 4s - TN tioml in 1%_1 868 170.0 Me Into Ime 018 into me Om RI Ire.G 1740 1R0 69 IrDA Ileo I70D 521 1R0 L- Im 521 Imp 19m Im RI � z W aeT 1710 T9t ima R4 fmQ aA 1R0 SSS Smq HS't 1708 NP 1Rtl till 1Rp mf inn 1219 iR0 8R ilGA 141T To. 6W £m0 Into t71. Too IRA 189 in Bop 1me 7147 1m0 d64 = u co 'AAJOIn Tm,p l0 1]00 063 1R.a 898 IRO m1 1m0 10q 1Too e$1 true 1194 1m4 TS 1780 1518 170.0 741 IRA 1104 iR9 758 1710 1Ta IT40 To170.0 SCQ IRO Tia 1R.p 991 1R0 750 = N Gh fm9 Te] iRo dig ino 650 tm0 ow - iti0 IR TW imp £IIs IRO nm im0 1241 1mP 6R tR-p 1391 5110 OID tR9 T9A SRO apt tm0 391 tR0 dei 1m0 3550 ato EOT NRA 809 'mor01 Im.O 1089 1R.0 TBI /mD 1210 Imo $Ts 1m0 i{IT 11a0 944 RQo 158{ 1m0 858 Tmp IRI 1]0.0 1® Ine 319 170.0 1059 HNA 34R 1]90 Im] 160.0 ofee 1Re lE® a m � to 63h fine - Imp NS SRA Stip fM $Op Imo u Me 940 tma !int %me 1013 Imo i@m 1168 HAT 1711.9 1859 ti0q iR2 im9 TlSr TmQ 1469 f6,T YLt in. 111! 4419 SmT tm0 fill m 0 B5h 1m0 874 1R0 Me Ine 110 1760 9m JnA Y3a 1m0 1002 me - 170.. in 80.0 NTS] Rue it. Imo 18m IR0 1]10 1m0 JAB into Am 1518 J4A 1RD Y2m 4329 em -0 tZte Z O m Sh fRA 5042 tRe 010 fR.O 1IIS tR0 im9 SRA 1488 il0.p 1118 imp tNp 1748 1278 me f9A RSO AIS A.2125 IRO i3$t M98 Ste{ 1760 14m 124.0 2124 Tax 155 1902 2166 1768 f9P b Z U .0 nth 1m10 1172 1m0 Bal 1700 1319 1R0 Slam NRA 1510 17gA 1219 1m0 151 1m0 138 1631 1960 Imp Ip1 1488 1080 ITLe 15o6 tae 19® IB,A 1o48 1011 IBSO IM.D 1m5 820 1910 147 ISA lob 1710 1131 imp 181 1708 1]Jl Imo me SRA inti I. I- I- IW 1w I "'Ll fmt 12 f4J4 tAJ 1WI 1611 I- til: YYR 547.3 Ian 512 1851 1318 HS9 6n,A 1851 SRA 1161 �i N Z r 607 no 1- llup It. 149.1 1399 IS40 1318 1DJ tint 1308 1198 111.4 198 W. 11]51 911 1308 1103 ISR 855 1399 IOL$ 110 T48 I- WA 119 RA 15W 621 it. CdA 1381 168 1018 O {- j aeh 141.4 f2P 1518 1098 I= 1338 -6 Spm 1mJ 135 1112 test 82L.Im 549 1014 618 1L9 W. 109 73.7 1229 tL 1018 648 not 52 G R7 1]8 658 8ll ;it 175 ml 987 1mh tmb 811 im.9 0R 8.] 671 tlA eR TED 871 772 249 e{.T 8£1 814 RT 575 871 61J 015 018 at 568 m6 411 B]I E9A 180 AA ell 440 783 326 Itlh 814 0I8 W8 Al T9A BI9 818 019 841 019 TOA m8 50. 1nB 828 TDI SSA BS AT 781 41J BIB 5fA TA4 117 a. NA III 31.1 819 ISS 743 SHJ 819 3.1 TE ^ ((LNUC a 1eoh 703 Tor an no a.I]B$ slo ]m b3B Tm 610 693 p2 766 aEi 698 41J ne HA aR 5LT 788 403 318 ]m 31.8 193 9A loo 3tA 665 9J reB m4 mt ® IX a ¢� Y tuh u.1 Me X41 SI$ STA am 312 64fi 318 491 98 31$ 2n] 486 21.3 816 S] 479 9A 6m aJ 474 IdT 0{e 186 464 fi$ 016 IJ2 4p 147 618 i5A {Ie p U N Q Q 3 TADLE 128 ANCHOR CAPACRYADJUSTMEr FORMULA Q 2 MCIWICep, Tadalm•) AHCHDRGiP�,�11 1ws zxlhn:,sd 3m Cmc dw.4CNu FBepcaA/ FTwma uRw (DP)X{MUWNCAP.,ew,j`ANaiOR CAP.,,, 803 ��m ArcMiype' 9ryB'B10 LT1¢m yr BtOUtralm SIC em 41CDSolAracm yr BeDbOrzmn 'SS Qa 014 Dc0 uC SS BOP•to S1m •ISs1ea 445pd AncborCUp Pei�mn u- pi.#tgm. um AODaiw.R 9axxm s.T£ 94886559 USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED I, EdtAlSSOxeO t• A1Yl r 2v3' sfs r 3-uz r 2-in• z sinr r OAT qtr D.szr CAPACITY REOUIRETP ODRRESPNDINGTOAN A9 r.mp}B)n With the florid. snreana.nr I-drb• tae taR• w'r s• >_vb £.ur rv4• 1-ve t.v4• r-ur : 1s'e• I.Sa vmea ACTUAL PRESSURE REQUIREMEM'FRTHEOmalnB Cte�q 3 marr4Yn o,¢rdlsmanarome 4;"'.2y ow. 3soin 45088 I Mom I--I m. 3®Pn s"m :.Wim vma Ile mson aPlhn 44zaa D3p9n OPENING,WHEN R MULLION IS LOWER THAN THE MULLION mce-.. 77.0630.01 IAR1Wt021a'Mh q¢+scaRmp OeNy S2p 010 OA 1mb1 Taas Oro Na "Idle 1- WA 5moe BA wsim WA Me. nw 652b6 8e50o I-W CAPACITY(FROM THE TABLE)OFTHESELECTED p,%plmOoe Dat•05126/2021 BANORDAITI•MIO ggI3b'wN 0240008001#4 B25ffi Del 758@9 it14Z I:G N:a TIG h4 WA A091m WA WA IDS lO3Dlm 132/trn ltiaDffi MUWON.IT WILLYIELDA NINIMIIM ANCHOR 4AROm®luh Agt(Aasu y>GMsA O£D TeOgn 209 tHOp mm aWDc aRSn WA Wee T®Ne Meta 18Bxffi -- ep38n ttmm CAPACITYWHICHMAY BE USED TO QUALIFY By 6A7emRD YMh qq/F}2dAmbCRRN OTDA "Rhe Timm Iaoee S3A e8 94124 88h9 IBA hole 11Flbf =ftl 7ffi to 1p234m i3II6 16m 14 ADDITONkL ANCHOR OPT)ONS FROMTHE M' Fm ConbO 3MmR 1.o1'Wn.O.glOGip 900.1T3AYm >Z IUA WA WA 2461 RIA Ne. WA 1!!A WA No, WA ILI TLA WA ANCHOR CAFACITVTABLE 6Ae41eA&0.61•Hha 6C./t)f4p-Cio-t13?Gff OJ WA WA Rµ WA Ndt WA WA NGl WA HN WA WA 4424 WA Jf ht 2M[m13M2fir Wn OAAFCN 9) 3AOM 3Affi 9f6W 149ffi TYffi WA Spun WA 31nIm Mint rqA 511ffi Qd20a em,ft pAttMl491JY MSL gC/FA3p(7Y.YR dA 1R 92519 $IB BIO 819ffi WA P.A S1ffi WA ioolml A WA IW Bala 561@ Melo PATTERN FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTANDANCHRVALUES AS THESTAMARD CLIP. /^"\CIiYCLEO VALUES ARE USED 124724E EXAMPLE ON S51EET24. FIGURE t: fIGURE2: FIGURER FIGVRE4: �•✓ Im • • • • • • TABLE NOTES: 2 . i)SEE SKEET t FOR 4NS7RLI07IRS ON USING THE TABLES AND SHEET 25 FOR PAFORMASION RLOADING.lTESHEETS 2.4 FOR I I 1111 `'{Qt,1Y LYNgr GENERAL CSTALUiTKiw METHODS. �3``\�`.••-cea��!!�'� flGURE 6: FIGURE& 2)LINEAR MERPOIATION BETWEEN MULL LENGTHS ANOIOROPEN61'G WXYTHISISALL.OWABL.E. V • • • h •• !_ F • 3)MULL%)N AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEEM 21-2&HOLES TO RE DRILLED IN 250• 6DC0" III.: No.58705 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONSHEETS 21-25.FtGURFS SHOW SlXsGESTED,APPROXiMATE HI)LE LOCATIONS. w� FIGUR67: FIGURES:FIGURES, FIGUREIO: 'C3 ANGLE CUP 4)SUBSH ALL CO CONCRETE SHALL C-90.FOOD SH LL SIT BE PRESSURE-TREATED SPECIFICATIONS.REATEDHOLLOW FILLOW O GROLMLITHER FpNs W m AN SE BLOCK iJNR �.4 N4!'� MUST EUSE ALUMNUMSHALBE606 TSANDCSO.WOODSWLLLBEPIBESKSTEELSTUDSTOBE MINIMUM pADE33ANDAWTHICKO OF 0.65. lop-" • MUST BE USED GAUGE), STUCTU 12STEE AND BEA MINIMUM-1OF.I2STHCK26"T14JCK AND 6.ALLACHORSNTO METALSALLOE33ANDLEAST 3 SCRI Y%4•%2s•MUWON �i�S/ W PAIRS. THREADS BEYONDTTLE hATBMLD06##1TO BEAT 2 LEAST INiq WOOD MAY BE STEEL,I"S.S.OR 00 S.S. TEND ATI,EA.STBSGREW ANRi7 �'taP.E. FL P.E.#50706 I I t' E' I I I I e I i I I TABLE 13A Mullan Ce o Tabb 4�w �, OPAnhtBNxdBF(farts+[Pa3F�sPmYYFgrnt6als)mDpsnbgHdgM puMWrlatysFesirgm�tzss} �,3� _ '5pN BN RN mN BON t00N Imb 140N 1001', yyy��y`� ttt Ftttaeg0a trytraap Faetfl#d0t F14NBW9 7ry77IIa9, lTedm+gear FS oom Retmgf: tt;0T0ag R-rtoa B;dr.. Itr'm- 3tyY7daq. Toy7dap Tfeabpas T' MI 3x6Y S6 iaedm tm#tN IOYaW La-ftU.*q i4odry L--ftL-ft tattStl 1 rq Lasdry L08G,0 Lmdry --oa L-,ne L-*M tawdry L-SlaP It € g a � b sa 'i a " c e a� BMilk. a � 1. 3_ 8a2 4.1 111 E i 6x' Ei 3 �� aN 740.0 ira0 p5 1710 11 11 u 1111 If 41 h Tal no as 1712 098 Imo sob 1mO n2 IRA Ste ilae ills 1710 SH 11A 1240 IroA Set Tm0 1440 imD so H Doe 193 -m 071 171.0 187 tmP RI i � w ahileo 769 nn0 9N 1710 850 170.0 581 nQ0 177 tm0 wa ilea it. t7AD 881 +Taw 1278 1710 Q" 170.0 1417 FRO 600 tleA 1240 1400 Bm Ina Hoo 1712 060 imil ZA7 I- am N So, m 1400 T11 1402 Sn im.0 400 voA pt IJA➢ 1040 Ima 801 1.. 1109 1700 TIM nao 134s 1n0 H7 tido 1404 Imo TR 1710 170 1TOA TCB ImD'?CR 1710 Tm flea 991 1110 259 g y LU wM nao ro) nao M2 trod B°9 ima 6M I . ins HAS 253 ima 1271 Ileo 808 Imo tag{ tRo 832 tmP '994 ima a9 1Ro 1013 140.0 ler ile.0%]t im.D s6Y nao ?90 +400 ler W O SON 1202 861 trod let I7o 1083 Imo m! Im 1240 Imo 5fl IR0 141] 1710 BH nao +991 Imo lee Ilea 1"1 Ilea in] nao 2f% 1712 129 ileo tae 1400 Coat 1710 2697 1400 IO® Z2 m BIN iR.O 90 1400 Hs 1401 +116 140.0 RA +ran 1802 t7Q0 &P 1710 tam iT3D rocs tTOA 1678 ileo iPm ileo 1859 ileo FIII ills TAI 1710 +169 tRa 2£n 22 1171 ima 2974 IS. Hn Z w 88N f12O 671 Imo 409 trod floe 1T1D fA0 Imo 1181 170.0 Itlo; 1710 1569 1710 1040 n0.0 1TSa 1710 1161 140.0 IBM 1711 ma 124.0 94. nod 1240 IMj= 171.0 1740 tm0 Stn +mo I= z 2 ¢ v = aN 1710 I- Imo 8l8 1702 trill Imo 1040 tnA 5440 i7OA Il% ima I= Intl I= 1400 Rt3 1710 nt5 tRD%% now R" nn0 Me Mo 14M FRA 2871 ima 1571 1400 4440 imP f55 � S TBN 11oA 1121 1760 ST Ilea tllg 1400 1011 1710 +ale I?SA 1211 1910 1714 ITaA "9 1400 4019 1722 tart Ind %a 1710 1506 iTnA ."b@ !400 IAm 170,0]140 Imo Iml 1710 Z7R 1710 1To9 R .2 RN 1216 1151 1400 1]10 108{ Imo 5110 ITQO 1811 +740 129 1740 tea Imo I- ITAO 201 1712 tat 1406 2302 1710 S56i 170D 94. 1711 iTw 1400 493 1710 i7" 174.0 4.@T 1400 7166 > '4 J 4' r BON IS. ISA tleD I1M IRA 1581 IRO IIIA 1711 119 1740 14q IRO 929 Ima IBD "0.0 T1w UILO Im 1T" mm0 Me 1810 1202 971 t7Dd 905 IBA N17 imD 2Xl3 neb 3115 tTaO 901 2 � J Q � w Z N r mN ROA 1411 Imo 123? Ym.O trot IRA fa" IT" 1887 tm0 109 Iron]m!! /400 17a4 1116 510 Imo 1ffi 1710 MI 1710 2O% r63A SIB Ilea 2330 15,1 31.98 1688 Sao tett 3188 1961 I9TA }" FRN IT" 1'96 trod I- TA", 10, Imo 1842 frn0 72H 170.0 1840 170-0 2590 vAa 201 IMA 2261 1400 211 148] 2ml 1.141=1-12M 140,4 2281 176.8 1401 125H 2bf 827 2711 118.0 9W � N cl i1tN 1400 1401 1406 1459 1262 5940 171.0 Imo Imo 7Za i7Ao 1832 ileo tat 1402 9a lSid ie5 1823 na /41B 2832 ta4 7271 1118 1832 a8A 2171 8f$ 261 IfSt 2128 892 1083 2086 "7 X Y"Y IN, 110.0 1"i 1400 ism 1710 2140 Ile-0 183 15La TAa 1988 1581 1111 ffi i4U 10M 120.1 2752 1272 4011 toAt 2212 1181 IBIS Bt 2752 Wb 152 "2 7?u Sn6 +8N a4. 224 MA Ma m F to Go INN 129,1 1584 tID.a 1411 101! 171.1 HS ant F%4 BtA iaT Tat 15th 812 1S9D 60.5 1581 223 tam 826 1511 MT t11d mi 1581 68.0 1410 N.T 1401 142 1369 49,1 1581 (ia im toa�N Z N N FILE 138 I' AaTG Table IA6 ANCHORCAPACTTYA0.wSTMENTFORMULA- @ C� MD3# 82 I sdaNua. 271 LaaraA ammm. tt-w'I B4Naa1u Pt wale ttdv (pp)Xl N1CHORCAP.�,...�-ANCHORCAP.., 'T i A�WT7Pp vtr ENatra,Cm tx•F3wtaman SfiBFbn ylzENouaN:on tu•Fsatrtrm ra•saft,o,v vr.9 -$4.o, wasted tus:ee MUWDN CAPPROpUCT REVISED MrhOrCOP Patiarno fAo-zns AOPSpa¢t IPaacm AS@eCctOF soer(a5t&mw PF61 mMo USE THIS... TD 08TAIN TIMANCHOR inswith Ill.FTAAdY I, 6apt atmcaMk t• ata' t• 2.171' 3.tre• t• z-1a" P x140 r sPr z 0.ar PAr a- CAPACITY REQUIRED'CORRESPONDING To AN Buiidi�B�CPtla &�wedoeat Fax• s1N• Fva' Iva• z Ian• t-+ra• +-va• 1-w• t-:A• t.vr z +vr t-Y6• una ACTUAL PRESSURE REQUIREMENTFOR THE NUA-No. 17-0630.01 2Aanwa 494rs N.o.Gr mont73.ttm}Ftl.1121 34001 laam 14040 moxa tbwm Sole ntu m Twm 3Hm 401401 wale xis. +HZm SWm OPENING,WHEN ITISLOWERTNAN THEMIALION Bt�ImUan OalP 051202021 4MWnm4.69.41M1aC,f P®naaU orOmeA L$ffn JY Tmb tmb BOOB 118040 42540 SWm 54040 17140 140040 Toa. 127140 H5m 8540 4091. -T-b CAPACITY THE TABLE)OF THESELECT731 BAmnna@t.ti'Nh O.Gl6tamu0(er(W,N7�0-a.4F 1180 my 144040 wtom 4nm WA WA B90pe WA lo6Fina W0. Wa WA tE4Rs Rmms zlwb MULLIQN.ITWILL YIELD AMtNIMUM ANCHOR BY aAmOaaOrme aS.i G)?aSAop90SN iffy ST Tmb Tmb mPb t69nb Mo. 8mm ISaOiDF WA T®m Tama Aaonv te>¢ma m Rslt im P. CAPACITYWMCH MAYBE USED TOQUALIFY MTam dual Canl OMctaaBrmn aCf@ 0.nde,]pAl6{TR twi. isle. nnb 312040 aTSm 171640 114040 WA 159b -ft M. "64b umm ITA. -ft ADDITIONAL ANCHOR OPTIONS FROM THE t2Nsh s{;15141 aG1(811SXg4a td'C T7 faWi6n 2100. -ft No. WA IJA 114040 NIA i9LOth WA WA WA �SSm 2a;Jb Wits ANCHORCAPACRYTPBLE 4Meeas 140134:mnaGl UCSp,F26.1rS AY®.fFlp.Oj WA NL7 WA WA WA WA A'lA NA WA WA N!4. 1W WA N!4. 1110let AAmSVI WOA+'HN.O.GILLQtr.ago.ar Alda(FlO.B A WA WA WA WA WA NIA WA WA WA N01 NfA WA m4. 786140 1-^2.000'-„•-I ?211#1®l6r Mn aatfS(a{Rp.19 4nm SMm 451 mE 048401 161881 27140 Sam HSfm 7140 Ram BfBm stab ]lFm N2m 5540 4AnaMa 1T1'iTA.O.aI F•ap 6i9,tn Snm FOD. ffim 19940 WA WA 14040 WA NA NN WA 6540 65540 ltmb - , NOTE FOR THE OFFSET GIP,USETHE SAME ANCHORPATTERN AND ANCHORVALUES AS THESTANDARD CUP. TABLE NOTES FIGURS 1: IIGURE2 :GURE3: IGURE4: FIGURES: FIGUREB:.G11FtE1R .GUPE 71: 1)SEESHEET T FOR INSTRUCTIONS ON USING THETABLFS AND SHEET 25FOR INFORMATION ON LOADING.SEE SHEETS 2�FORQENEFiAL IN57At1ATIQN METFiOOS. 2)LINEAR INTERPOLATION BETWEEN MULL LENWHS ANWOR OPENING WIDTHS IS ALLDWABM a6Do e�; "ceA6e'••Cl�`j 3)MlRLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS0M 21-23.HOLESTOBEDRUED IN THEFIELD FOLLOY/INGDW.EHSAJNALRESTRICRONS SHOWN ON _*_ No.58705 FIGURES: I FIGURE 6:0U FIGURE?. SFiFE7S 21-21 F7GURrs SHOW SUGGESTED,APPROXIMATE ROLE LOCATICNB *_ ANGLE p CtID 4)SUBSiRAlES CONCRETE SHALL CONFORM TOAG 3Pi SPEGFICA170N5.HOLLOW AND GROtf!Flttfit 6+ .gz •I 5-7)RES CONCRETEHLOCK UNR(ta'tU)StW1CONFORM TO ASTM i}90.WOOD SFIAILBEFRESSIHiE-TREATED "O•• ATE 5"� YELLOWSOUTHERN PINE WITH AN SG OFa5a ALUMINUM SHM.LBE W63-TS AND BEAMINIMUM OF.125- MUST USED: ' n ❑ANGLE THICK STEEL STUDS 7OBEA MINIMUMGRADE 33ANQ.045.7HIq(ffeCvtUGE).57RULTURN.S7EEI.TO BEi�Bts Gt�� PAIRS. ATLEASTAWTHICKAND 736.ALL ANCHORS INTO METALSHALECTENDATLEAST 3 SCREW Al f4M1/J{(..ER i� THREADS BEYOND THE MATERIAL-#106#12 ANCHORS INTO WOOD MAYBE STEEL I"S.S,OR 410 S8 zS�UWONs A'tN6U1 MlGaE. FL P.E.#58705 i, I • i I TABLE14A MYVanC a TablosW OPmOyK9dth(foruvOcaysPq'terg.8v.}ar0p-IAQ Hdgm tmww, frmri]ty.spsgnj DsiJors} � ;WN NO $N WN BON I.. 12ab fapb iWN Ria T9v 11ap TRaq Wcfa.•@dr Trop tfa6 Raffi8!4 TtxYTGm6. ReCaWR 7t+-fsv0 -`.- T. R--%-I R+VBMt4 Rmot®Dd 'ZtgtlBaeII 1.T8"s211" w.mm( 1oa&0 4daS6 lna9,J1 1.mn LDav6 Lm*. --v tnBiN ❑mnI +.env L9aoa txwv iia L-'v Lmtrp tooft w,ha p Tub lei w p w Qh 1182 STS 1n.0 4Mp 1282 -11.91 419 1I.. bib M. H{ 9e1 9 1118 4Y1 681 629 1x1 4t1 R1 521 1x1 n1 DGf 4b 1311 111 81l file 1x1 911 eit SN txl nt _ Jeh 86.8 im 1080 2J5 WB M xT sD WO JOS 884 - W{ dp8 Sl.a 91T b3.] J03 Tei STS 433 im $8 3M as Jm $e 314 x8 441 $O 6K 982 1m Td8 31J N mR9M B29 ffi 9t0 p01 $D 3@ R.S 2x 688 M3 T1.9 26S 81.8 362, m2 298 JSi ffi fife RBa 4L2 ffi 618 2m x3 a67 818 2S3 -, ffi 616 248 T6] ffi 818 189 Q'9 = nz y sib ..0 31e T41 2JT &Ls af8 m Di id6 did =7 T56 12t sip B;d Y83 9T.T aie ¢8 259 324 316 Js8 2� 1na it6 49.1 aM 21R� Si0 19.1 24B .2 m .1 20I-'- TSEd WN 48.8 2Y 611 219 132 1m btT 214 9Sa 40.T 210 ]89 256 sit 2m Sid 2b6 x9 2w x] 258 311 28J 2g6 258 122 .1 ITT 158 922 AD1 W$ 2M 222 201 WE1 12] 2K J5b SO a18 294 Set SbS ].s Tx XT 192 ffi} Sx no im 21T Zb H4 186 SLJ ?J{ 260 T IT. - X. tm 1s1 2x Zss tm Ida Zti �s i81 !11 it ®N, 312 216 39.1 iSe 91.0 111 x1 iTi 183 2t] 288 fie 2s2 213 V..0 1R MB 216 E1 tm 168 313 Ill 1 lib 2A 222 18T R2 310 220 t t1.8 21J 220 1� Z N Rh 288 tA' 741 185 T19 fig 88 153 284 In f'J 149 1T2 1R 2Ss tQ i5A RB iflT td8 - J U S TBfi 2la 181 1S.J 190 R2 1n 218 191 ITA 161 188 133 133 181 iT.O t39 to y O T6N 226 t4 136 533 188 HI M9 t3t. 181 t2 uo tIl y a, r TABLE148 B a a m f 'I A.4hOrGAMJryTebb s ANCHOR CAPACITY FORMULA: Z o p sveDaze 2i3 s.&c6c. INro.cNu 6veDON PTwo.( ui. pp-)X CAP.,",a„t_ANCHOR CAP.M ' v� 80i 88 SMb'E36 AnME. V433 Eko bli6'Ek6 U{•63 DCO/N5469 812&tel n36t�1 MULLION CAP.,e,,,.,TpSlJtrdcm -VCEkol2iam 8t48'Ek9U8Ptgf iMEM18Nsm ^ OJ N Anifio]C0P Pa0ems iltTam ALS m6am A[getaro sc2a{rz.}serea em(66} USE THIS FO[tMULATOODTAAJ THE-ANCHOR CAPACITY REGUREX � N EOOp fburcd r avr r z<1rr sun• r ?1IY r ?i2 2 sva 2 am' o.bi• odu 0'CORRESPODING TO AN p " Em0azie9 .tN4• fD,! tS'J' 1JN z ♦1fr 1 Y+vr- rv9• rvs 1-Ue z 13'B• 839 ca- ACTUAL PRESSURE REOUMENT FOR THE k G N 3 ♦Mkm� sN6acTwzi3.,oNaq.i n mom TmvB am6a tsnc. is9ea s9BZJ >$o9xi w.a >mm ]Ja3a mom. �>x 6�m 665m uS136 OPENING.WHENITISLOWERTHANTHEMULUCN i� { CAPACITY(FROM THETABLE)OFTHESELECIEO do Z'D, J MUUION.IT WBLYIELDAMINWIU6l ANCHDR OHO CAPACTTYWHICH MAY BE USEDTO OUAUFY c�� � � ADDITIONALANCHOR OPTIONS FROM THE I ANCHOR CAPACITY TABLE. PRO-DUCT NILS.Florid. B.Bding tylondg6 I' NOA-Mc, 17.0630.01 a.pva6o.Oatc 05126}2021 r D ' TASLENOTES - Miam Piad�"Can£'1 f SEEI ( SEES SETS -FOR GENERAL SAL USING THE TABLES AND SIiEET25FOR INFORMATION ON LOADING. t-•-T28B'-� I SEE SHEETS 2.4 FOR GENERAL OiSTACLATK)NNIETCIODS ! FIGURE I: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)DR OPENING WIDTHS IS ALLOWABLE 3)MULLION ACID MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 • j i • • HOLESTOSEDRILLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21.23 2.iT8' I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS." ANGLE CLIP MUST BE USED IN PAIRS. -125. {11111111 �; CONCRETE SUBSTRATES:K UNIT(CM SHALL CONFORM TO O AST 5PE.WOOD SHALL HA HOLLOW AND ETRE ym YELLOWTEBIAERN PINEWIT ANS CONFORM TO ASTM SHALL B SSXT6AN BEAMIPREsSUMINIMUM QTED r ilaQ�YL N1�T�'.i _ YELLOW SOUTHERN PINEW)TH AN SG OF0.55.Al.lIMWl1M SHALL BE F093•T6 AND BEAMINIMUM OF.I2S THICK STEEL STUDSTO REAMWIMUM GRADE 33AND.09S THICK(18GAUG4 SMUCTum STEELTO BEAT 12B•X211•X.12S-Mi2ttON :1 •-� LEAST .125'THtCKANDA36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) Z*: No.S. 8•B THE MATERIAL 6108012 ANCHORS INTO WOOD MAYBE STEEL./ SS.OR 410 S.S. . j �,�•., ATE ..;1a 110f, I' �{+ONAI yE)N1. ,A.LV NI�UM)UER,P.E FL P,E.#68705 I h I I I! t � i i, I� TABLE16A I U.M6 Ce.HyTbbbpbsm a G^ OP.maaWam(rarmfca kmrriMa"sm*crOpnnmeBamltt( rm®�lys�aTTremTl�) Imm mm Rm mm Wm I tmm tam tmm •� o Recrag4n La71ICag RecNryymt Au.,," Putin V lTtLDna88m�B Rec6agAu T•ep'Itla6 Featm08a Tt-Nhlai& Ttu.,,.L >�a0� TOgTaad• T/✓ Bag >�TOaB a e 326.30 SIaA 6dGp leafng f's*re 1o64eg kmErtH 1 80 1ae8lg LasMB fabd<p 1 ta]0/0 LaHm.2 wMH 1m4+D +atlTT ImEaB oP.y DEaAL a gl! a n a - e a a 1 z a 11, a3 a pBAYMULL g e! hT s� E �' a SB � ' sR �A1 b §6 6 b� a 6� 6 �� a 6 .� 5g TD 11 Qm INA 6N 111.01 Iron Nl iN0 aTb TRO 89 im0 rob iron I 892 -A m9 im. 1116 Iron 6r T7a i 123 INA rot 1mA 1<W INA 621 1m.0 1745 INA 621 1441 Oa 1N0 6r ¢ J (D IBm _A N9 I INA 170.0 m0 tm.0 6w D0.0 9m tR0 mB INA I. INA mf 110 Om 10.0 ®! 1RO 1117 170.0 m 152] I- INA 1180 1]0.6 159 10.0 - tt42 Isu NAI 6m mm6m 1mA 747 IMA 5m INA ew 1m.0 m 0 - INA ex Iron 1 T9 DPO 1015 1m0 TQ 1632 IW IN. 78 fi6B 1441 INA 7m 1173 i-11N 7m t@B 1113 10.0 JW W xm 1m.0 ]m 1780 612 1N.0 858 10.0 691 1TOA tits 10.0 ]Sd Iron 12]9 Imo bD7[21A 1)9 iR0 EDT 14A1 139 10.0 856 130] 139 INA ml 1m.1 99 Imo 851 802 139 1TOA rot --RR m �e N mm 170.0 m5 1m0 )m 1m0 Nm INA ]8T 16TA 1r0 1760 818 116.1 Ire /m0 BH 1218 1898 HW - I.I. 1@1 !Q{ A 1218 -I m] m.9 1r8 118.1 m3 rot 1m 1181 W3 3 I'• V m Z inn im.0 910 Imo T4• IAA 111. 110 Bm 1:03 11m I- m3 IMA 11m 1610 m4 11m 1419 m0 1051 11m 1912 m6 m8 1- 1267 Vi N.I itm 1262 em 892 tlm 1- BN U � a Q r� San 170.0 8)4 1mA 708 IDA 1008 i[8$ 861 I- NW 1a8A ml IN. twa I., .m I- 1.. - HLI 1w. Hat, m0 m2 N I- Rf 85.3 I- 1702 bib 57.1 1w0 1W3 ma sc NH H... 880 1{T9 784 11]A BED iffiA 716 LOOB am 11D$ Tw BSO Bm fOPO 79 BED @A TI2 R! eW W. ]O4 m2 6m 792 ®] EDA Em. RS 660 440 880 ]S/ mm 110.7 780 1]3.1 EW m$ lW TWA Bm 853 780 m] .3 14.8 W) 818 7W 9H ]90 ]12 Q35 !S9 TW 611 @4 190 621 619 37A 7ID w9 EDT a- n ]bin 110$ lm 1155 BST @] 150 941 (MI 70.1 150 619 893 TED 77.1 BW 7m NA m2 Sia Na WT 6W 482 TED EDA 181 SHA ]80 583 Sm %6 am 6S8 Wm 721 Sm TtA 5W -1 563 m$ 491 61.5 6A .4$ !m lit bin 819 QSno 59 302 44 146 153 Sn3 418 229a ZWm "A 10 61.1 4Q 445 QB 51.8 415 {2! aT3 M.e 42} 31.1 aW 199 4r 49S 34I NS Z4T {m 312 4W X. 495 29.1 4c0 r3 483 AB ]94 168 4m XO 190 (n LUmain 41.7 '191 Q$ 09 w.8 W1 BSB ]IB 9.8 3m ]1.1 3Q 261 191 95 331 ]m 248 m 0.9 391 226 5m ITA Dt 147 821 160 191 1T$ WSIIIb 861 0m ]93 335 ]2A 370 110 3W 279 ]N iBA 713 XO ]70 21] 3m ]m 22$ 1163 ]m 20B Sm 160 m0 1S1 ]W p1mm EDA 317 t).9 2N Q O O from 17.8 220 179 im ZA sQ TABLE J513 ANCHOR CAPACIiYAQ1US7MIM FORMULA I I AnehnrG TeDW M �s Bu!eua[ 2Tt 133233¢ 351 Cmc onu FIDN O.w PTYmeB Namt (ppo)X Q[ZIORCAP.,..„�.)=ANCHOR CAP'- vfc Bko 1N•Bs 6me vu`6u6 w•ss Ste alB fimm stz61a1 lrmsba MULLION CAP.m.,.. PRO13UyC�Tg REVISED pnCAOr GBP PB I01a ArcMrT Yt6'Eko0ltraml 1M FJw tmaml 11C Bc9lmravn 1]P Llw Illasm BuildnB Caf 1lh the FWHtla IA-e, Mae- 1wa:on N;reBm.me+lo6.meem 6cn I= USE THIS WRMULATO OBTAIN THE°ANCHOR .c�RatmNlmk P 2-112• P 2-12 Ytt.' 1• 2171' t- zt2 2 re• 2 n1a' 031• OS'H' CAPAC4TYREQUIRED OORRESPONDWGTOJI AN NOAa 17-0630.01 EmkAeaB(bn 13.4• 13•P uN• ta+1` z• t-va• 1-ll1• Y1k4• t-IN' t-tA• I-YtvP r tale' 1 Rea ACTUAL PRESSURE REQUIREMENT FOR THE 2An<Tac Os•Nm RCIRIasAn:e cob./PV.tx 3mb 36ob amb b DWb zlH en 2]A lla Scab ra0m 3u ms rm un ueb xf rob s4zlm Smb OPENING.WHEN R IS LOWER THAN THE MLLUON Rapiration Date OS/26)2021 4MrMa055'MH o.c.1Wr5An9maca10Tt.y: Teo on Tmb )m ua tfimm. zmm swb xo ma WA um Bb T108a mOb lmxb sm.0 em lie ItNb CAPACITY(FROM THETA MINIMUM BELEC7ED DY eMCue®2.)1'Wn O.GWWrSANk I 3k IiWISv 11Nma HED Oa 9mm5 22xb WA lfmlm WA 105903 WA 13mb NN tm2me ITI/Oe 16mb MULLION, ANCHOR YIEDAMINMUM ANCHOR Mia PTOtlYt1 Co CAPACTY WHICH MAY BE USED TO QUALIFY ADDR70NAL ANCHOR OPTIONS FROM THE FIGURE I:, ANCHOR CAPACTYTABLE TABLE NOTES • 1)SFF SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURER: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOROPENING WIDTHS IS ALLOWABLE HOLES ONANDMUWON CUPS FI SHOWN ARE NOT IM NSIOKFORDRICTONS CT SHONS.WN ON SHEETS 21-73. ..ENSj HOLES IODEDRILLED INTHE S SHFOLLOWING TOSCILE.FOR STRICT IONS SHOWN ONSHEETS �. ���11'�`�-'L10EN@E'��(('% FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. II 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 32No.68705 *_ FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALLSEPRESSURE TREATED _ a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWILL BE6063-TGAND BEAMINIMUM OF.128• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.G4W THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 3D'BAY O••. LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCRENTHREADS BEYOND MULUON - :'9A�•.-p THE MATERIAL.&1U&412ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR410 S.S S-.•40R101;.-: ANGLE CLIP(FICURE513)MUST BE USED IN PAIRS I'1 A LYt��I�1}tLER,P.E FL P.E.#58705 i I I I� i I I II i i TABLE 16A R MOITafI Ca Taeu •��8 R QwnMO VNdN(IDr1+X51a3r�r11Dm1Bors)orOpmtin0 H4NBht(kn lDrimtary�MrirDmtOofm) C a WF WF TBF 6Dm BOF loom 1mb IWF IN. 7 Q ICc6m51• Trpl74xg TtaP'T4a'6 R,L7pIa Trtpm.- IbdNfa Ti 74v ItWft!W9. Ibl-p T.Wld # RMOmsi T=WTA 9 Reomef, T.0I R.� 1`wO 4� ].26'46 l0odn9! L� -,bo 1md00 t-ft I-Im lm6'w t0uet9 laffim I6odm I0edn0 lmdne ladle Lmahe lump L-Ibo le6dm 1 68 cY DEMAL n{' Foe',. N �BAYMUu � LU $ a a a d� N> � 6 s x`8 $ � eB sg g �- i$ s 42h 00.0 No 1m0 433 mg 744 170.0 Oe I= we 1m0 SOB tRO m 171Lo $19 lR0 Ill. tm0 531 IRO IND Mo6N 1710 105 MIl 321 IRO IM 1710 321 loo] 1- 1710 Ni � _ W J W 48F 1760 TB0 Al Imo BM im0 W4 1T0.0 e9t I 1R0 MB 170-0 1111 1710 681 1R0 12]5 Imol BN 17U 1 IffT tms ®0 -I 1817 1RA WO 110.3f6R I Imo I boo @B 14T7 ITool No I WASH IR.O TN -1 6M MO 8W 170.0 Wt JIW IM 170.0 W4 -1 1195 I 1710 79 1710 1]69 Imo 747 lm0 I He/ 1780 75 14m 1353 ln.O 788 tai 152 t760 756 110.4 1552 170.0 TaB O W �$ SIF 170. w 1708 612.Imo m 1)0.0 881 V. Ifle Imo 756 1TG.o IVS 1710 MI 1710 414 80.0 6]T 1551 164 Imo 85 1393 Mb 4R. WI '- 115 I- Wl 87.0 IISS 1R.0 M1 3 mm7 � In Wm 1700 685 1T60 IM IT0.0 IW 1710 797 f71La f3U IRO 618 157.1 1]oo Imo 811 138.1 1]oo Imo 951 137 13oo 1816 BN IOU 1]M 157.1 1ffi 69.8 13W W.1 aB TeB 1]69 157.1 882 ~ m (W9 MF 1MO B9 171.0 715 170. ti1B 1710 05a I= w Imo W.1133 IN? 1815 BM 1261 U47 1528 Boo IKO 1247 IHS 84 03O 1247 1]63 tl8 B A 1317 1351 1W 71. 120 t Sl m Wh 170.0 W4 1T0.0 IN I= lIW im0 61x1 1164 1190 1817 B5 138 11® 147A 815 1158 110 1]66 Bm I= 1190 1718 911 658 IIM 1161 BBD 742 LIN 1161 cm 81A 1180 110.1 e Rn 1613 lot. 1698 OR 131.7 IMO /N.0 No 1t. 1010 Ina NS 101. 1010 1167 ® B2B 1.0 1066 M7 NA IMO 08.8 601 071 1010 MA 793 61.7 1010 MA 7M 60.5 1MO R.7 � y �+2 0 76F 117A 0M 1- T02 1145 BOB @0 7F+ WI 9]8 101.1 l6i BSB 006 882 719 T0.] 808 001 756 867 WO 62,1 720 373 710 11.7 ]18 19.1 WO N3 TtB 420 8W RQ TW �j, Q � r 78F IN., MI 195 TSI IW9 Wl 1118 7;0 BOB W1 W6 M R4 0M 066 713 mB Wl M. 7M MA WI 714 WI 610 6M 68.1 Ml 454 Mt 613 MS 147 8M M7 D73 MF 027 W 611 Al W9 M6 721 664 641 81B fi3A 664 51.1 616 581 615 460 M6 SOA 317 618 BIB 47.0 SID 3lS 618 015 319 NA 6b 362 511 LSA OM 183 SOl � m Z 68F W2 688 R1 5M SBA 28 561 449 k1 661 518 IM 126 5W 433 4M 373 SW 41.4 478 N.l SW ]6I 471 314 660 ]U 4IN NA No NX 453 N2 M al M Ij W -Opo 1Wm 479 418 IB.B 4M 39.8 /1B 112 ]99 ill 419 35.7 ]B3 9A N9 ]12 387 26B 149 Ae 362 AB NB At 3R 260 440 227 IN 17.1 LL9 214 551 160 409 1. ]58 a a 8 o W U' 111E 411 4BS 13.0 MS 06B OS M.9 3T9 113 45 320 173 378 m ffi1 M7 N.6 OS 39] 312 221 4S N,0 336 164 f]S 71.7 3W 15.6 QS 168 SD Y w y N 110E 3AB 101 11.5 371 m.t' ]01 380 Sm Z19 ]el 21B Ml 21.8 3M ]26 31711%41 39/ 20.5 .3 17.5 ]61 167 Q R7 Q O O El-b -=--F.-4 2M 118 233 11.1 271 R V Z.tq N TABLE 1fiB Mchor Ca Tamb ANCHOR CAPACITY ADJUSTMENT FORMULA: N �� ANCHOR CAP.,g„ 888 + sae4mm 212 mcea0 Sst me Hoes qtl Caw Prw6m laGl (DPe)X( )cANf710R GAP. plCtbo vi as eta LlC tTao utas em 610Mm 6125- 612smt MULLION CAP,dy DRODUCT REVISED Anchor C6p Patlems A'tlOrryra STE t29Umm VP Em uteae+ u�m 9tS as uScm tM Fbo loam A.- ,W -P�) .1c57 1-911) 115E Tws FORNULATO OBTAWTHE'ANCHOR +++P1y owim Bha Fw E626 Dasne6Mt P 2-12 1' M7 3-tR' 2-- 1• 1.1rY z SVB' z 6.4a 0.50 0.94• CAPACT'REOUIRED•CORRESPONDINGMAN B,Bdlr+O COd ! En.BeAnamlF: +ax• lv1• u7r tau' s 1-vc +-w• t•vr t-w• tnN• 1.vv z tare• l.vr rRw ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Ho. 17.0630.0 1A20xa®s•74u tiG77100E-0a6a OF.r 6a tk aBOm mm wm MBI: 17Wm aom 710171 ss4m lam 9471 Tmm sem. 64171 atx it 5a OPENING,WHENTTISL.OWERTHANTHEMU1210N Expiration Dat,05/2612021 ! .ArcMa W13'MF O.GI(DhS Avco CBpar 6=pII imm TWm 19071 161071 mm 37171 SWm WA 1171 oe 748171 8B1m Dvm W1m Wsm. timet CAPACITY(FROM THE TABLE)OF THESELECTED 6Arclm 211'ISn O.CI P1 hSAnrle WwI4�31.>X umm limen ]NEED IISIm 611 84071 WA 16`Bm WA 077171 R'A tOIIm 1]971 i®m MULLION.ITWLLYIELDAMINMUMANCHOR By CAPAC7TYWHICHMAYBEUSEDT000ALIFY Mami-Da ro6uc5 -. ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRYTABLE FIGURE 1-; TABLENOTES: S SEE SHEET 1 FOR INSTRUCTIONS AL USING THE DC`s. AND SHEET25 FOR INFORMATION ON LOADING. � SFE SHEETS 24 FOR GENERAL INSTALLATION METH00.S. ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAR OPENING WIDTHS IS ALLOWABLE FIGURE2: 3)MULLION ANDMULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DWENSIONS,SEE SHEETS21-23. Y LY 19 EA F-7- HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDMENSIONALRESTRICTIONSSHOWNONSHEETS21-23. .125' bs• `�aoN••-••NNtij''•FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �`�'���'JCENy �( ? e •! ;s 4)SU CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 32SP �,: N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 050.N'OOO SNPU.BE PRESSURE-TREATED YELLOW SOUTHERN PINEWITTf AN SG OF 655.ALUMINUM SHALL BE f'L53T6AND BMIIM GRADE 33 AND.04S THICK(18 GAUGE}STRUCE A 69WLMLBd OFAI 45'BAY THICK.STEELSTUMSTO BEAMINITURAL STEELM BEAT A•, ;' 7, LEAST.125•THICK AND A36.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST3 SCREWTHREADS BEYOND MIRLION :x,06•-. ATE %(V�` • �'• • • • THE MATERIAL-#103#12 ANCHORS INTO WOOD MAY SESTEEl-IBS S.S.OR 410 S.S. ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAYS A LHN P.E FL P.E.#58705 I I I i I' i I I e i i i I 1 I I I -1 1.000' 1AOO' a� -^(1.000 r -.1 1.1X10'F-- I .125 1.z6G' .125 I3 775 [I!,, 25 2.750' 2750 .125 8125 .125' 3185' eY 20X7' I 2005 ,t I I{ 265 211(15 .125 4 U Ci�/2S In ' .375 y. L ,55GV L r 1 7'.125 Q N l•Xr X.12VMULLIDN 1•XYX.375MUWON 1"%275 X.375 MULLION I'X275X.860'MULLION 1'X312SX.SMUWON 125X3.188'X 255 MULLION 126'X2.51'%.124 MULU0N i!i 0063TBAWM.I� 6083TSALUM. 1300340 ALUM. 886378 ALUM. S0SXT8 ALUM. 6063T6ALUM. 00633TeAWM. %SECTION %SECTION XSECTION XSECTION XSECTION XvSECTICN %SECTION W ¢ p F m N o 00 jy f-124 f`{I--.125• 'w 1 S STANOARDCLP II 2"ANGLE TABLE z z W m e063:e ALUM 01-onion Value n F.,Ma"u" U . 2000" %SECTION ( 2125 Ui1R 2009" BXSECHON A 1.825} a O 2 I XX---Ct,-ICN -,26' B ZOS4 5'X2'X.125 .125 Aluminum g UOm T-- c Dass f .125•J E 0 0740 Tutee MulGm i 1_ G.z.ogo .740• A 1.125 X.375 I{05.5DO' Z404 .. O 8 Ahunin it .375 3.125-'1 CFEA7EFCUP,SEE MN1' f -5.Oo0'•-•---1 C 0.635 Ttibelkfitluun MIN. i MAIL F.S-1 .37o'MIN. F- D 0.480 330°M91 - A 1.875 'O sin i _ ___ 11 X275°% mgg in __--_---____ A A 1 �M376AWK A .�- ------------------- B 3.000 .375AWInum 'roTMEW STs%UMP C 1.767 Tube Mullion PRODUCT REVISED D 1.N8 yytt gg i € ` STANDARD CLP CENTER OFANCHtlR HOLE MUST LIEW7fHIN THE TOTMEW A 1.312 "Pit tI1n FlaHde SC&2TS ALUM. DASHED BOUNDARY.SEE SHEETS 618 FORTHE ,'X2.75% NDAd10. 17-0630.01 CENTER OFANCHORFXJ2EMUST UE TOPt0EY7 CENTEROFARCtiOR ANCHOR O.C.DISTANCE,,LtXLMUMANCt10R B 3000 WRHIN THE DASHED 80UNDARY.SEE HOLE MUST LE HOLE DIAMETER!ANCDIAMETER 13ybe6en out,0512612021 SHEETS 6'77 FORTHEANCHOR 0.0. WITHIN THE DASHED HOR 1115. C 0.478 AIumIYllnn DISTANCE.MAXMUM ANCHOR HOLE BOUNDARY,SEE D 0.63a Tube ML8flon ��� CTa�t cootoi DIAMETER ANCHOR DIM&TER1715, SHE6TS6,17FORTHE ANCHOR O.C. TABLE 13 A 2000 DIAMETE]t ANC: 5'Xz`X.125 Mulllon sw, B 2637 1"X.Mull 5.500• 375, ANCHOR HOLE Mull Dimension DISTANCE MAXIMUM -----1 sheetl7j ..�_ PGT Pelf# 'X&15' ' ,575 'Mµ1, DwMETFx ANCigR Clip Otfsatcap 1.1-0119 ATLglo cap D 1.137C D.653 Tune Mull MPi (5) 66WS SERI 13M 6661158M 666243M 68%11M A 2825 r____ ------T___________i i'XT X.375(6) 880006 6W714M 6861119M MM44M M512M D 3.�2 125X3.188' 1 X28,An- 1"%276"X.375(✓) 66607 6E611Sa1 6661120M 68624900 666513M C 0.882 19be 1AN) 1 D i 8 1•X276'X.650'(8) 68608 666116M SMI121M 66M M 666514M D 1• t}1 ri77rr --'--' 1,25 x2.11• Y LYN 1 I 1 I 1 I 1°X6'.125 X.600'(9) 68837M a881116M 8661114M %8242M 666615M A 1.813 .521"Alum �,�S�ON•SSSS.�/A,��''i 1.25X3.51E'X284(12} 65641M 6661117M OW1113M 666241M 6666161,1 ti��a::'1.10ENSF'•.�lm��_ Tobe Mutt Q' 1.25 X211°X.12S(18) 69370 WA WA WA 868517M No,68706 I( O of SETDP NOTES: ;' .125 6003-76ALV.- TOAVIEw �G .740'•-F--�-"i - 1}HOLESTO9EDRILLED IN THE FIELD FOLLOWING DIA,ENS[ONALRESTR7C[IONS tYEN DNTHISSHE'ET. �-. :'��� �I S: 2)SEESHEETS".12318FORSUGGESTEOAPPROXIMATEHOLEIACATlonsa ANCHORO.C.DISTANCE 'SFS+'. OR1.1- ' � s ` 3)SEE SHEETS 26 FOR GENERAL INSTALLATION METHODS. 7 A�LNA F'P. . 705 i t i 1I� 1 I ' I I� , i i oar .3w T I I {i�.szsAar .438•. I a 4.000' .14.000• 4.000` 2.000" .125•STANDAROCUP pp ggo 2.625 8.83.TUALUM 2.125` 2�• p-Y Ci .125, %SECTION UC1.P 2)f5ANOLECUP LL i i M83•TBAWM. 6083•TBN,ilM. .126` .125• •'25' XSECDON XSECfiON .031• U W 11'2W DASHER ANCHOR KOLE ARY.SSESHEE 610120 ORTHE `J S 375 'ice ,375• OASNfOHOR OD0.DISTANEMAA 0.MANCHORTHE a N T ANCHDRO.C.OI ANCHO DIAME SR.lA. I � 7 HOIEOVWktE2ANCHOR 01AME1'ERsi/f6. 1'%4•X.N Yx4`X 1TS i•X4`X ON 5.600' W 10 a n MIIWONno� MULLION -r-MU ON ��.W ONO" � Z ro 80@3•TBALUM. 6083.78 ALUM. 90G}TB ALUM. ,375 '3.125-"�_CREATE P.CLIP,SBE ' �"�' Do O "O %S 1.594'1 I %SECTION %SEL`2W MIN. OETA6_F,SHEET4 --^�-MIN. y Z nauimr 1.694° 1350' .37.7 1.594' "u yu. i_______i t i-_--___i CENTER,- ;__--__--_ _..__--_____' a75• � � -U ' 1 MUSTIIE WIHON I 'I MIN. _ Z ' 1 SHTHfiEETSCARY S$ SHEETS 1 T. t £ I i I I F tan x250' .700• 394 267 ; --'-i i'-- i F I £ FORTHRO.0 Z quo -100• t I I I DISTANCE. I I Z 8 0 MAXIMUM 1 1 t0 I 3Y&P i i ANCHOR HOLE `1 Y DIAMETER: ._ ANCHOR L--_ _________________r � ,7 .100' 624, DIAMETER,VW �G {'} N 924• a 2XSANOLECUP xggx� j .820° 920• ._L STANDARD CLIP UCLIP soB T8AW6L �`-8 gf1"� 1.260" 7.250' CENTER OF ANCHOR HOLE MUST LIE 8W345AUlM. 608OTSALUM. TOPVsv �'-p a> "1'827 H- WITHIN THE DASHED BOUNDARY.SEE TOPNEW TOPVIEW 715'X337%.100' f2S X 32Sx.824• 1.28'%3.84'X.624` SKEEM10-17FORTHEANCHORO-C. TABLE TABLE C.CONT, PRODUCT REVISED MULLION I. MULUONMALU MULLION DISTANCE MA%i61UMANCNCR HOLE Duf'amGlyipg Wffh the Florida BX-SECTION 6X-sSnoN H005.TSALUM. DIAMETER;ANCHORDIAMETER+1n7, Dimenelon Yelue pn For Mullion: 07manston V9lueM For Lltdllon: d;r190atlo ------- X-SECTION XSEC710N F f 4"% F 1.938 t1 %27 NOA-No. 77-0630.01 %SECTION 0 1.OW 126• G 0.�0 X.8?h• F.zplraOan DateD5261202'1 ��- 3489' 6.600•-----�{ H 2880 AI.16- 1.435 Al10nUwm O >✓ 1` 125 LIL ! 1 3.W0 Ttf4A 3.250 Tube Mi@Iml RY .}. 1 a cantrot 1t•i 1 1977' `� h14.L F 3.781 i•X4'X F 2825 118•%3.94• °a �a 1 1.371' 1 G G 1.175 %.824` aal -------- H 2430 Atufilrem ! 7.9� AMntraen 2000 TuFsBT 1 3150 lima Nuflbn � i i i i F 2250 1,25'X325• F 2873 30.86 Mutl .727 I� � I I 1 E a t G 0.750 X,107 F 2875 45' M68 I .125- 46- 2250" i i I i i 1 H 1.800 AJ.Nnan � �� I i I ( i H i 3260 Tuba MuIIbn 33 045'BAY MULUO 3150' 1 i 1 i TABLED N t111li 1i r 30'11AY MULLION ' Wa3•TBALUML I i ! �._ _ I MuO Dlmendwt PGTPerts 1 it 8083-TB ALUM. � w 1 %•SECTION --' t %-SECTION I (sheet A) MniHon Sm.COP OiMal Clip UCIIP AnOte CVD "� L.10EN9F•.�Z �' i°X4'X.126't10) E9.484 8681itM 6�t122M t4tM 868518M .T2s G GODS-TO CUa N.$8706 T + 8063-78ALUA4 1'%4•x,38•It1) G36f0 M112M 6601123M 86824RM 66981BM *: 328`4-.$81'-� .226' 4.991'-i 70f^AEW 1'%4'%,3T7T(It) D6� 666f12M 668f72ffiA 66�74zM EeBBfeM _ NOTES'. �� ,740' t.25•X3.Zb'%.100't13j 21t60=12 W4120A 808S724M 6662610M 68881/5M •""'" 1)HOLES TO BE DRIL7-EDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 115'%3.75•%.824't14)=101=16 WCtl8M 668112W 8E62411M 86Wilsm e9 'rp�q�,• ST 760 ��'((tw� f t.�X39P x.�Si15) 2)itr2 tti17M 668ti2(Pd 65081M 88867TH Ott F`-.;YORtDA.:'G`�`•� 2)SEE SHEETS 10,171,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONSWA WA �� S 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. i�110M 450egrao tf20) 586iD WA NrA wA 86&St1tM ''''S/�tNALt7EtNa�•` �, 0 A LYNN MILLER,P.E O FL P.E.#56705 I• I �I III I(a I I i ' o i I i I y TABLE E $ Mull Dimension I, PGT PartS ¢ 0 S (sheat S) Mullion Std.Clip ACIP Ang18 Clip I �f-.t25' -i 1-.125- C2'X4'X.25(18) 66602 66fi261M B86271M 668!IjI 2X6'%.2S(17)'� 66804 666262M 666272M 668I UCUP ' 'AWM. 6063-T6AWNE0 ANGALDM.=41 2.125' I XSECTgN 2005 NOTES: .725 L I .725 .125 s zU 1)HOLESTOBED ILLED IN THE FlELD FOLLOWING N gNd DIM ENSIONALRESTRICTIONS GNENONTHS SHEET. I -E Z _ 2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE 1�1 q8p•-.-�r O W HOLE LOCATIONS.I I 7.480'—I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 N 5.500' z U =HERETO 1-•5.000' 375' W N o o U) 3.505 ptu'm FCLw. MIN. m Z In lU 2000' .375 C '_SEEDUARF. .375 MW. 7 SHEET. MW. •, r ' � rT. z _______ ___ __ ___-___ _ __ _____________________ oW 16 _ o z 4.000' 1-------I -I—_ - _ - �_ 3.438' E + 3g38' F 350' rX4'X3S I I 3436' Q Z NN WBi�ALDM. I 1 I I N Q DC)go 3 S XSEC710N I I I I I I e N ____ F Y Y co STANDARD CLS UCUP,606S-MALUM. 2X5 ANOLECUP V •Q Atl HOLEmus,ruE Mo TUALUAt BET]FORT%4`NUWDN SHEET IB CENTEROFANCHOR HOIE MUSTLE BW3Ta ALUM. a.250' VATF7!N THE pASHED BOUWARY.SEE TOPNEW TOPAEV/ -17FOREAPICHTOWSWSHEETS/8-17 FORTHEANCHORO.C. O DISTANCE IMMUMANCHOR 1101E CEMER OF ANC NOR HOLE WSTUE DISTANCE MAXIMUMANCHORHOLE0 OLWEM ANCHOR DUUARM HHS. WRHIN THE CAS HEDBDUNDARY.SEE OW.eETER ANCHOR DIAh1ETER.1115. SHEETS 7617 FOR THE ANCHOR O.C.- PRODUCT REVISED plying with 1ha Florida 5.500' DISTANCE ANCHOR IXACHOR HOLE 8url.-& CUf IIEitETO DIAMETER ANp10R OIMl--7FR-III 5. 5.000' NOA-No. '17-0630.01 2000' 3.500'--{ CREATEFCUP. �^{I -� 'MW IL SEEDETA:LF, '375 I�.�- M Expiration�lo 51262021 - �-SHEET. MW. E ' .375 By I I I I I I I I I 1 I I I I I I 1 I I 1 I I I I I I I I .255 8.000• T 5.438' £ _—_—_— 11 1111!I I I I 6.438' I 6.438' 7 I i ` i I I ``�apNY LYfyy,�i rX8`X3S I ' I I I i ;. 1,1cEx :•.,(�� MUWON I I I I i •'•9 80_T6 ALUM. I i ! 376 * No.5870$. *� i' TION I • X-SEC = = ' M+. -------- ----- ------- -------------- STANDARD ------ STANP 176AU A F7•. '•.A2oRiDn.r'���a� ; MANGIECUP fi063-T6 ALUL 6083-TBALUN. '7 ���(O(NAI.���G�` . TOP NEN USED FOR T 7 ON SHEET 17 TOP'" " A.LTFAd NI ILIIJLR.P.E. FL P.E.#58705 I I I I. I I I _ T EXAMPLE i:81NGLEVERRCALMUWON THE BUILDINGSUBSTRATE IS KNOWNTO BE WOODONALL FOURSIDES-THEWINDOWFIRNWDEPTH I^a?-if4'_7ttE OPENING REOUIRESADEStL3N PRESSUFE OF+fiD.0t .4 PSE, x li NOANOTOAS HHEAD t)INTTIALLYASSUMLNGTHATAS'MOEM,UWCNMSURABLE,THE 14UWGN LENGTHS�— TZ'AN07HE OPENING WIDTH 1532•+32.P=6^.REFERENCWGSME6T 25.THE COLUMN USG -' SCAN THE MUWON TABLES FOR A MUWON THATISATL.PASTTHE WWOW FRAME DEPTH OF2-11CPAD WYIL MEET-T EXCEED THE IN REQUIRED I DESIGN PRESWU-'OF+50.Ot-W-O PSF.IFIWE TABLEDO£S NOTSHOWTHEEXACTSQE,USET}E NEKI LARCER SREAVAiLABL RECTANGULAR LOADING MUST BE USED. E 4+0 Y �a Ra FROM TABLE-—ET 7,THE I•X2.71X2-MULLION(LET+IGTtt=T2`,OPENING WDTH-707MEETE THE DEPTH REQURfD,HOWEVERTHE DESIQM PRESSURE IS N.dB]ASFpMI WOULD PROIMIDIS SHEETS NOTBE SUITABLE FOR THIS APPLICATION. APPRw xa 6Y t {{ FROM TABLE4A SHEET S.THE t'%275•X,E50'MULLION(LENGTH=72•,OPENING WIDTH=70')—ADESIGN PRESSURE OF#72.7 PSF WHICH EXLEEDSTHE REOUIREMENTSFORTFE T2• !I OPENING AD MAY BE USED IN THISAPPUCARON.NOTE THE ANCHOR CAPACITY REWIRED OF 836 LSS L EKTH te1Rr'IF1 4 /1 2)USE TABLE4BT,FINDTHE ANCHOR TYPE,ANCHORQUANTUY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE SOMME STANOYLD CUP WITH(4)612 ANCHORSAND THEve ANGLE CLIPS WTLH(4)Oil ANCHORS HAVE A CAPACITY OF 881 L85_THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTAL, &EE 9ETAn-a. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE OFMULLIONS OR FENESTRATIOLL 0 LU N PRODUCTS,Im S Ts APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE DOTH THE MULLION AND THE M&-BITNTON PRODUCT BE 8a5TALLED IN ACCOto II �x.D INSTALLATONSPECIFICATiON51NTORESPECTNESUBSTRATESANDFENESTPATONPRODUCTSTOMUUJM ROANCEVdiHTNE �X N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-00,0 PSF,TH£OVERALLMULUON SYSTEM WAS DETERMINE TORE 727 PS PWDHANANCtlORCAPACtiYOF638L85.ALTERNATIVcrLY, Ix! a i NQ AN(71DK4WWI VOvfgLL THEANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPAcf REQUDTEO FORTES EXACT DESIGN PRESSURE RWACIFSII PSF, IJ m W 52 xx— (T (60PSF)X(� F}sS249LSS (MAY DE USED TO QUALIFY 11110 STERSCREWS FROMTABLE48) 2 �g _ THEBUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAM33AND USES ACONCRETE HEADER AND SILL THE WMDOWFRAME DEPTHIS 2318'.THE OPENING REQUIRES A ,5 p DESIGN PRESSURE OF HS0.055.0 PSP- A Z FOR TIE VERTICAL MUWON• � I 1 1)INTrIALLY ASSUMING THATA I•WMEMULLION ISSURABLE,THE MULLION LENGTH IS 3Y+72'+t'105-ALU THE OP92M WIDTH 1538'+3O'+1•=73'.REFERENCING SHEET25• MET OR EXCEEMN D RECTANGULAR LOAD MO SHALL BE SCAN THE hYII.lION TABLES PORAMULLIGNMA AT LEA.4TWEWINDOWFRANS TIEFDLOF&3iE•ANDX7LL EXAMPLE2 WLI LEMULUONS MEET OR EXCEED THE REgUIRETO DESIGN PRESSURE OF+ .01,55.0 PSP.IF THE TABLE DOES NOTSHOWTHEEXACTSUE.USETHE NEXT LARGERSQEAVARABLE NA I (i AArtL sce ETAitS, FROMTABLE 3A,SHSET7,THE i'X2.75'X.376-MULLION(LENGTH=208',OPENING WIDTH=80')MEETSTHE DEPTH REQUIRED,HOWEVERTiE DF.SIGNPRESSURE LS+A15.t PSF Yoy 'w1DR+�� s16.Efs xS 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION On FROMTABLE t2A SHEET iB,THE 2'%TX 250'Ml.'WON DENOTE=108',OPENING WIDTH=807 HAS A DESIGN PRESSURE OF-1-64.7 FEE WHICH EXCEEDS THE REQUIREMENTS +S LU ¢ O FOR THE OPENINGAND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REOU RFD OF 071 LBS. 3S 4E S6 � L f£NF9IRATXII OETAtS BECAUSE ITISNOW KNOWN DESIGN PRESSURE WILLAODTTOTHEEFORMETiJUSTIE DUNIT,271£AAIUSTFD OPENING YAOT}i I53o+,38'+2'a74',NQT 73'AS PREVIOUSLY .•I PROOUCA. SHEETS ASSUMED.VERIFYT3s-UZ,£DESIGNPRESSURE b^STLLLAPPLICABLE WRTME ADJUSTED OPENING.ALTERNATNE.Y,THE WIDOW WOMB MAY BE REDUCED TO MAINTAIN i� IN I AFPxwAL zt THE 73°DlNEN810N(3S1R'+35.}/2'+Y=73•). PRODUCT REVISED c<mP Lth tho Fl.dda 2)USETABLEI2BTOFTNSILLARCIIORIYPEANCNORON CLIP ANDWERE CUBE'CENTERED WITHIN THE.CARE UST aETRATEINTHIS D�OB'•o°e EXM1PlE,A.5l1NETHE POURED NDAJNO, 77-D630.01 CONCRETEHEADER ANDStU.AREB•VYB1Eff MEMULLIONTM TOBE EDISTAEREOWIireeN SANAREMUST PACITYNFIOMLTAWTHE FAO TE EDD STANCE MUIDON 5� •,` - USING THE STpRDARD CUP WTDt(8)yt8`4`i.TRACON ANCMOR5AT AN EDGE Di57ANCEOF 2•ttt'GNES ANANfYLOR CAPACtTVOF i05D 183 WW CH ISO GREATER,AND Expirotlon DMe 0572612021 lF)+GIH DETAM1S.+ DEfARe THEREFORE SUITABLE FORTHEREQUIREDANCHORCAPACTTYOF071LBS. A 'SHEETS STEELS FOR THE HORIZONTAL MROJ.K)h6• O NO K 6�Bo a ..pct"�c trp(- '- F6t BECAUSE THE VERTICAL MULL WILL BE A2"%4•%.260'MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONiALAND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER ��•� �/ �� TdJWON TYPE CQt6D E=CHOSEN. N[ALIYJ { 1)THEMULLION LENGTH IS 88'AND THE OPENING HEIGHT IS 32Y72"2•-1 W.REFERENCING SHEET 25.THE COLUMN USWGTRAPEZOIDALRTUANGULAR LOADING MAYBE USED,FROM TABLE IZA SHEeT 1S,THETX4-X.25P MUWON{R LEIRGTH=42',QPENINt:NELE7i7=120')NASAD£StON PRESSURE OF+14710 PSF WHICH EXCEEDS THE REQUIREMENTS FORTES OPENING A`D MAYBE USED W THIS APPLICATION.NOtETHEANCHORCAPACfiy REWItED OFSD LBS -L 2)USE TABLE 128 TO FIND THEANCHOTR TYPE.ANCHOR QUANRSTYAND CUP TYPE RECUR EO FORTH£CMU SUBSRWTE IN THIS EXAAiALE,ASSUMETHE GMUJMiBSARE B' o WIDE.IF THE M'JLLEON CUP WERE TO BE CENTERED VITININ THE 87,GYRE MUST BETAKENTO MANTAN ME FASTENERS EDGE DISTANCE USMGTHE2n ANGLECuPSWRH Z 33 (4)3/11'ULTRACON ANCHORS AT AN EDGE DISTANCE OF t•GNES ANANCHOR CAPACITY OF 640 LBS WHICH IS GREATER AND THEREFORE SUITABLE,FOR THE REQUIRED 1111 111 ANCHOR CAPACTTYOF 521 LBS II Ss•.H"=„ 3s•,Howz� ' `�pNY{.YNty�'4 {�NLLL.LJIGM��MUI:.IFN0R1 A)FOR THE ULOIIPIN OS HE MNUSINGTALMUWON TOVERTICAL MLFLUON,GRE&ER.M UTE THE HEREFOE I2B FORTHE MQUUPSHOWS THE ANCHOR L tiff a•�`:T,ICENgF•:�(!'�r i ANCHORCAPACR­YtSTY EIT4 LB^u STEN SCREW.NCHORS,WH1CH ia^GREATER.AND THEREFORE SURA&E,.FdRTNERE0U8tEDfWt}(OR CAPACfTW'REQUIRFIV6ENTOF 621 L8S.Tg OPENING NiOIH FOR VERRCAL NULL ANCHOR TYPE IS At125TEEL SCREW, �•.I Na.88705 ^ FROM THEABOVE STEPS,OUR MULLION DESIGN PRESSURE IS,, i +14wLTPSFFROMTHEVERT104LMUtUON; f, j .1 TOO PSE FROM THEW HORIZONTAL MULLION ATTACMNGTO CMU; i� H-t70A PSE FROM THE 38•HORP.ONTAL MUWONATTACNING TD THE VERTtGLMI/WQN ONIERSECTION) p ^ l A t THE LOWEST DESIGN PRESSURE IS 41-OCT AND WIXA PSF D APPLY TO ALL OF WE MULLIONS ��(PS':;+tpRIOP-.•'�c�: VERIFY THEDESIGN PRESSURE OFTHE FENESTRATIONPRODUCTS USED VMH THIS MULLION SYS7EMLTHE LOWER DESIGN PRESSURE,OFMUWONSOR FEN6TRATpN ODAN APPLY TOME OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MUWONANDTHE FENTSFRATIONPRCOUCTSE INSTALLED M ACCORDANCE n ALTIVI(PIViICCt1f,PE. ACCDANCEE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWOH II FL P.E.#58705 1 I �I 1 I I i i i _ P e it it EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAURUUW GUTAR LOADING I pW PW PW I� � U SHIDH SHIDH WH SFSH/DH1 PY✓ V) eN W I � N I LOADING OFVERTICAL MULLION LOADING OF VERTICAL MULLION I / / / / as j M W MULLION S ILL OF WNGOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i Door i sm 1 LOADING OF VEIUTIGALMULLION tyO1 g ^Q LOADING OF HORIZONTAL MULLION LOADING OF HORD!ONTAL MULLION a ' PW F- -7 Q N m sa��o 1 PW hl @ / i Pw of W z Y Y SHIDH SWOH SHJDH SHIOH i Q, Z O O If g � �w PRODUryCiTgREVIISEFlodao LOADING OF VERTICALMUUJ LOADINGOFHORZONTALMULUON I / SuDAivg Godo SILLOFWINDOWSNOTANCHORED. WTTHINTERSECTNGYRTICALMUWON j NOA-No:I 17-0630.0'1 PW PN HR E plmfi-Dam 0526202{ I LOADING OF HORIZONTAL MI WOW^ LOADING OF HORIZONTAL MULUGN LOAONGOFHOR¢ONTAL By�!_ N 1 MULLION rtIM I _. P F.-R HINGED I NOTES: PN/ PW I j 1)DRAWINGS ARE 1 RERESENTATIONS OF TYPICAL PN CONFIGURATIONS. Pw CCNFIGURATlONS NOT SHOWN MAYBE SHOWN- 2) FROM oTHOSE SHOWN. � ' I j 2)IF THE LOADING TYPE CANNOT I BE DETERMINED.USE aO.......... PW RECTANGULAR LOADING. :�; !L'�NSE'• P PW / -_ 1 3)SEE PROW CTS'APPROVALFOR * N0.58705 1 I ACTIIN.ANDHORU)CATIONS. W /,TT _ LOADING OF VERTICAL MULLION LOADINGOFVERTICALMUON I a / •;V PANEL OF HINGED DOOR IS NOT CAPTURED ORANC/IORED NATHNTERSECTNGHORRQYTALMULU0NS SGO � �Q•, p i SS�O ORI IL LOADINGOFVERDCAL LOADINGOFHORRONTAL A1hNto PE MULLION MULLION FL P.E.#68705 I I I I I I I F