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Notice of Acceptance
M IAMDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidnde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date.stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply.with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series i1550011 PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window.Installation- LM",sheets 1 through 13 of 13,dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile ImpactReSistant . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.05 MIAMI•DADE COUNTY Expiration Date: July 30,2020 "J120�15 Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. . B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964,dated 11/15/14, signed and sealed by-Idalmis Ortega,'P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI.:-7966, dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1: Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel a ez,P.E. Product Contr xaminer NOA No.15-0519.05 Expiration Date: July 30,2020 ApprovaI Date: July 30,2015 E-1 i PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (corrrnvuw) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and-Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.: F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-Sth Edition (2014), dated May 15, 2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no finan6ial'inter6st, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. ManueI er z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAMPLEFOR 28-VB•MAXGG� �.yg• -� ANCHORAGEEXAMPLE DESIGN SSMERATINO IMPACT MTING _ F011MCN-TOP ER(ALL FRAMESEAM IIIrL-_� 3D. 12•A1NL MAX.O.C. N �T � VARIES PER EVEL.SEE REDIF QCT RESISTANT WINDOW TYPES) SIB.SEE _-1`(•MAXFROM a2.1fb•MAX SEESNEETS 1.1� y A. B,BEE�- 3(r MAX OC.►� 12'MNX SHEET J+F` FIXED V138GLE 17 MAX. / FRAME SEAM D.SEE r B&e SHEET �I— 1 _ LIGHTWIDTH -L T SHEET4� _ B. ASB ..-- 12• SNEEEE 01 MNL O.G-���,12' SHE BHEEf{ 1 MAX EQUALLY 17-Vir MAX O.G SPACER 1LS� 17-718'MVC O.G T3 SPACED I -,_ ANCHORS PER HEIGHT -,�_ EQUNLY/ ANON SPACER 81.78• SPACJB) _17-7/B•MAX O. BUCK TABLES 611 MAX ANCHOAGffR rB.0 BUCK TABLE � NTQ HEIGHT ...............__ IZ.- L14- LI � AS4T 4 tR MNLIO.C. .X MAX.) SHOWN X I /0•MAXOO BUCK X 10•IAAXO.C. X 6 —J l HEIOM _ _ I EQUALLY / 13,+ MAX OX, EQUALLY L 8A6t1 1 MA:L O.C. ET1WlLY // 13&1/'MAGC7T , SPACED / �_ BPACW _ / VISIBLE -� SPACED LT-- SHEETS^' ! ANCHORS PER ANTABLE PER -LIGHT ANCHORS PER TABLES611 A_..l- TABLES9.11 HEIGHT A f TABLES 611 1 A 088 O SES .._. 61?MAX ._-..-.......'I-..— 6HQ'MAX 617 MNL _ B___JNOMCHORSATSLL Ste- JNOANCNOHSATSLL B NOANCIWP AT D�-- 1- - BEESLLWffP- SEESILLWEEP- t7 SEESILLWEEP- '�'J 1M _ SEESBLWEEP-- BASH VISIBLE 54•MAX,BUCK WIDTH-►{ __NOTCH DETAIQ NOYCH DETALS, NOTCH LETAS3, LIGHT WIOTI4 NOTCH DETAILS, SHEET) SHEET SHFBT3 SWET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME •� ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-L(TE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITHORIELIPROVIEWCONFIGURATION FOR CUSTOMCOTTAIGECONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN 7'KEiGHT SEETABLES T-11 `-'_"""---- SSJLARANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 6500 IMPACT RESISTANT SINGLE HUNG WINDOW 11 THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OFTW FLORIDABUILDING CODE,PNCLUDINGTHE HIGH VELOCITYNURHICANE ZONE(HVH4 2)SHUTTERS ARE 1_GQT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3D IN THE HVHZ,THE OUTBOARD LRE(CAP)MUSTTEMPERED, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-QADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM11C80 GENERAL NOTES —1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANGHORTYPE ELEVATIONS__._.._.-.-....__1 4)ALLWOOD BUCKS LEGS THAN/-VY TIICKARE 70 BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONALT UNIT 18 INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS FRAME.GLASS a ANCHOR DEPICTEDAS3XARE t-/Q'THICK OR GREATER IX AND 2XBUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS- _...._.._2 AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECT OF RECORD,(AOR} INSTALLATION,FLANGE a 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH IO ACHIEVE REOUWED MIN.EMBEDMENT.INSTALLATION ANCHORS ,EQUAL LEOMOX.,.,,_._-J SHOULD BE SEALED.OVERALL SEALINGFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYONDT HE SCOPE OFTHESE INSTRUCTIONS. INSTALLATION,INTEGRAL FW 9)114•MN(.SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHINS CAPABLE OF TRANSFERRBXGAPPLIED LOADS. &JCHANNEL-.-..--_-4 TIC PRESSURES. GLAENG DETAILS.-_.......-�.6 ANEGATIVE DESIGN LOADS BASED ON STRUCTURAL a CYCLETESTINGAND GLASS PERASTM E13D(L DESIGN PRESSURES_........_._67 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E13K ANCHOR QUANTITIES_-__,.`610 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-14%STRESS INCREASE HAS NOT BEEN USED W EXTRUSION PROFILES..........-.11 THE DESIGN OF THIS PRODUCF.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACTWITHOTHER DISSIMIARMATERLAS ASSEMBLY&PARTS LIST:.✓._/2-1 SHALL MEET THE REQUIREMENTS OF THEFLORIDABUBDING CODE FOR CORROSION RESISTANCE. 8)METAL SUBSTRATE TO MEET MIR STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDABUILDINO CODE ANOTO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. +PP�PfN meump1O1o8wNa�. 10)REFERENCES:TEST REPORTS FR-788467088;ELCO ULTRACAN NOA:ELCO CRETEFLEX NOA:ELCOAGGRE-GATOR NON ROYAL WINDOWAND DOOR PROFILES.LTD WHITE BRONZEILIOMEG SHADES OF T4urM4 ,y CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIOMANSVAF&PA NOS&ALUM9NUM DESIGN D.ro 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Y /�/ R4N444 N" Rah: As.W., XOAA - USER INSTRUCTIONS: r_:17 A• Y> f R4W4 BF Odfe Rrv4kn: � 1)DETERMINE THE SITE SPECIFIGWINDOWOPENINGY3 DESIGN PRESSURE RED REMENTF7GOMASCE 7. i!5_ 2)DETERMINE THE MOST SUITABLE ANCHOROROUP FROMG BLE320RE CCORMGTOTHE WSTAWTTON COfAMQNS. k' NO.60107 3)KNOWING YOUR GADNO OPTION(TABLE I),WINDOW CONFIGURATION AND SRE,DETERMINE YOUR WINDOWS OE SIGH ��,,CCJ _ ��: Orom W. PRESSURE FROM TABLES 4A IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REONIREMENT FOR THE WNDOW. '/,/� - OP@BNGOBTNNEDINSTEPI. :•0 + = GENERAL NOTES&ELEVATION JROSOWSKI 4)DETERMINE THE ANCHOR QUAMRYFTTOM TABLES 9-111.VERIFY THE ANCHORGSUBSTRATE WILL MEETREQUIREMEMTS FOR %�,• $�J w� YOUROPENING'S CONDITION FROM TABLES 2 OR 3.AND THATALL MRL REQUIREMENTS FROM THIS SHEETSETARE MET. ��,n .'b`(mL"r—C2�U`' 1 N.VENICE, sa20 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 8)WSTALAS PER SHEET FORTHRUiRAME INSTALLATIONOR SHEET4 FOR INTEGRALFIN INSTALLATION. i S� `��• (g41�E,FIL 300 NOTE:DESIGN PRESSURE RATING DETERMMTXON 13 THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL.FLANGE. //1 1�1 SH- 7 R11'I� 1°�➢N°' lNr. WTEGRALFAOR EQUAL LEGS04 - A.LVNN-L`EAPe CERT.OF AUW./2828& SH-5500 NTS 1 OF 13 MD-SH5500-01 PJ 168704 r ' TABLE I:ALLOWABIEGIASSTYPES Fntns Goa Rama Frame Gose DescriptionNNad rtom EllhHorfo lrlbdeq IIIPShoal Types Options Con60a Shop.. Installation Options that may M used Typo Tables Shoals (see Fig B)(sea Tarts 1) (w FI9 A) (100 Fig C) 6 7/e`LaMrumd 1.641/0'A Ealedor G s 7118•Nn Air Space 5178'LaMnated; Lilac,of)Lilac, till A Gnewi1h.09D•PVB trdeNyer 4,5 6 B 7W Laminated l.G.:UST EslerlorCsp♦Trill Air Space+5118'Laminsted; Lyes of UB•A Gua wi0h.090'FIVE IIded er 46 6 SquadRM., ...Into 2)(Wood F�amdBUckaldp•&used 3,option E¢l .... 7 Till trld Lemod LGL:WIC AEaledCap p+31B'Nn Air Space Lamkleled;R)lAn offro'AOne aiNro11. v PVB l6 6 Fes° 6.16 OdeUProdex A2MTape Through the Fear Into ConoretelCMU-sheat 3,sollon2 8 IM Lsrrdnaled LG--3f1S'T Est.-.rCap+le•Nr Spec*+6110 Laminated;(2)Lit"oftl3'A One WIh.090`PVB hLodayer 4.6 6 (/2) SCbtiape Rtadu9TW Oftle)WALIMI...•"'lhrsugh 13(6ucbMp Into GnolalCMU-Nrel 3,spoon B 7/B'laml-t.dLG.:Ir A 61aMGp•7H3•Nr SWn+611B'LwNnled;R)Ltu of US HGsu Wln.09P SO"day., 7 7 ...Al.Metal-shad 3,spilm4 10 7/8•Lamineled LOZ UQ•T EatedarC-P-7110'Air Span a 6lfe•L rrdnded;(2)Llse dlf3'H Gins WIh.0B0`SO trdsdayer 7 7 .Jntc 2X Wood FrmNBucimtdp..had 3,spite.Bort Eld?.4 Sgch.Too l., 77 718'laMnalsd LG.:118•A Edarbr Cap a 18'Nr Son..5118'lamtrulod;R)Uin of 11B'H Gen M1U1.0A0'SG kd•r1ayN 7 7 EgNallap 6-18 OdeVPrWew AIcMTop A Through the trrtm....11to ConcrddCMU-sheet 9,Opibn 2 12 TIB'Leminetad LG.:11s'TE•teder Csp+3WAI,Spacs•6118•lamircted;(2)LAnd1/8'HGLsa Wth.0W SO Idad+yer 7 7 (� &MIL." Rada TW offtWdDN"-•.-0-ghIXE..ke61p ITS.C..c,&WCMU-Anel 3,notion 13 718•Laminlad LO_116'AFrledorCap+5f18•Air Space+T/1CLamWlot.(2)Wn of 1/S A Gns WIh.097SO HMeyer 8 7 ....Into Motor-sbeet 3,option4 14 7W Lemfnted LG.:UB•TExteriorCap+5/11f'AirSpace+WIT Lamlrrted;(2)Ilea dlf0•AGua W1k.WD`Sfi F. B 7 hIM ....Into 2XWoal FranNeueluMp-that 4,option 15 TW l irah-M d I.G,Will EaUMrgp 4/W At,Space 7116'L•mtrnlad;(2)Utes o111S`A Gus WN.W SG tdadryer 1 7 7 JCAsercI EV*Ul, 84uemJReet.,Integral In..-- ,Jnb Metal-sheet 4,option 7 16 7f8'Lamhreled l.G.:118'TEaudorCap•1/d•Atr Spee+7/13'laMneted;p)Ute•aflfe•AGns wiN.oeO`SG lntadryer 7 College Rad -lap7 (N1) 6•B OrkCPm.- Aad-lbi, Th '�t••„Into 2XWood FrmndBucksMD-st"41.optiona B of the windwJ..........Into Metd-steal 4,sploft B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,0,11,13 ThwghM ...Jnlo 2XWeod FrameJe katIlp-sheet 4,options 815 MAY NOT BE USED IN ERud4Aa, BpuualRed.,Iryegrel N...... ....Into Mdal-sheal 4,cptlea7 Group Anchor SUDltrats Min.Edge In. THE HVHZAWW W. Islegal Fin Distance Embadmaftl• • 5•S pkVPrNew AroMTopB (43) fiCollege Radus-Tap Thta>210e IsDe...Joto 2XWood FranelBuckaldp-shed 4,option -71779Mseg (5070.55) of Us window.•••••...1rIo MeId-shW4,WUM8 qi, SMS Steel,A38• 18' 0.0501(e or 410 .S.) Steel Stu d,A653 Or.33' 18' 0.0451•(16Ga.) BEYODTHE EMMEAALL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H• HEAT STRENGTHENED ED or 410 S.S.) A AlunMwn,8083161 111` 0.050' SUBS7IVtTE.fOR .. '1'•TEMPERED 9G'BU P.T.Southern Plne(50=0.55) 7116' 1.9f6' STEEL STUDS, fp •PVB`=.080'BUTAcrTEGPve MIN.FU-45 KSIA /, BYKURARAYAMERCAINC. 110'steel Ultmec0 Concrete(Ddn.2B5 k9l) 1' 1.318' MIN.p�31 KSL �/ d Ungrauted CMU, STM C-90 2.12`- 1.114• - ! 2 'SW-.OBO•SENTRYGLASO P.T.Soulneen Pine(SG=0.55) 8116, 7318• 'UNGROUTED ONU' INTERLAYERBYKURARAY SMS VALUES MAY BE BOAMERICA INC. B (steal,I"S.S. Steil, 18' 0.050` USEDFORGROULEDplA E __a410S.S.) Steal Stud,A653 Gr.33• 18' 0.0451'(18 GL) Ca/UAPPLKA7NJS 1P ,_ KBG BE SG PAL A AC AYERSM Y UREDBY Almldnum,6083-T5• 18• O.OB3' EOUAL4JTE OWEL COTTAGE KURARAYAMERICADIC. 114'steed Uilrwm Concrete(min 2.85 kal) 1• I-W4• C Ur77uled CMU.(ASTM CSD) 2.10 1.114• FIGURE C:FRAME SHAPES 1w steelCleleSen Concrete min.3.35kep 1' 13f4' -+18UCKYADTH) -�IBUCKWIDTHI--�IBUCK WNDTHI+ 114•steel Utraco0 Concrete(min2.115 km) '2-v2 1314• -"'�- T"' �--"' 114'9ted UllmoonP.T.Soulhem Pine SG=0.55 1• I-Ne" 3 114•steel Creletlex Concrete(mm.3.35 kal) 2-112` l-W4• f Jlm-gl D 1f4'steel CMetkx Unglouled CMU,(ASTM CAO) 2.12• 1.114' r3 5 = J4 MAIra L �� ED P.T.Southern Pine SG•0. 1' TITS' FW 114'steel Aggmliator Concrete(min.3.275 kap 1-112 1IT8• P T Southam Pine SG=0.55 1• PPP 1 0 1/4'sled AS2mGatcr •. ++ , GNwled CMU.(ASTM CAO) 2' 7 RECTANGULAR �RADIUS-TOP 1 � ARC TOP LE'AL 0 WINDOW SHAPES AS ABOVE OR SIMIIARARE APPROVED.SHAPES MAY +pparad eacamplylug WW f5. BE USED BY INSCRISINGTHE SHAPE INABLOCKAD OBTAINING pbdea na Group Anchor Substrate Min.Eulps Mill, DESIGN PRFSSURESAND ANCHORAGEFORTHATBLOCKSIZE FROM Use Distance enbedmanr THE TABLES ON SHEETS SIO. lr HUM E 2.112'TI.131.Ocmmon Nes P.T.Soulhem Piro(SG=.55) 1T 2.7116, R"laaa W. u'br R•rrarar: mI e P a 2.1?R Ingahank RoolfrigNsl P.T.Southern Pirc(3Ga.55) 18' 2.7110 110 Tneehead SMS P.T.Southern Pine(SG-.56) la TITS' Do..(eRedWa leel,18A 8S. NuNnum,808176`' 18' 0.050' _ Ho.55705 - sr410 S.S.) Sied Stud,Or.33' 3B` 0.0451'(18 Ga.) - Oeralyflmr F Sisal,nae• 916, o.oso• TMREA�v3Bt,,ore �`;�' $IV's '1v' GLASSIANCHORS/FRAME OPTIONS 17; OSOWSKI P.T.3culhem Parc(30=.65) 9118' 1316' THE METAL '•. sT tE f Z: 1070 7FTIIN0l00Y rmME Brw: mre w2 sM3 NunkruIn BD63-Ts• . 111• o.m3• SUBSTRATE.FOR O,o'•...pLoalQ" : N.yDBCE.EL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 I-0 led,188s.s. SledSlud.Gr,33• 3B o.�D BTEELSTUDS, FS E ea a4tns.s.) Mw.Fao45KSIa „S10NA4,•' ( )-488-1600 smF pm.mpxa :. Steel.A3e 16 0.060 MIN.Fp33KSl ALV EM PE �OF AUK#20M SH-5500 NTS 2 OF 13 MDSH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGH FRAME ANCHOREDTHROUGH FRAMEAND IX DIRECTLY INTO CONCRETE1CMU. SUCKSTRIP INTO CONCRETEICMU. 'OPTIONI -I-EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTMRIXIGH EMBEDMENT FRAME INTO 2X WOOD 114'MAXSHIM ! 1gI+— WO SHIM FRAMOR BUCNTRP. SEEN TTH OTE2.THMSHEET. EMBEDMENT SASHLIGHT WIDTH 17 —EDIT G- E EDGE STANCE FLANGE FRAME DISTANCE SHOWN - - M BALANCE �114•MA)( TYPE VARIES - TYP.ANCHOR SHH, TYRAHCHORTYPE, 42 WITH SASH o TYPE,_ 2 - TYP.NICHORTYPE, EN Ems_•• WEIGHT 30 AND EDGE EMBEDMENTANDEDGE DISTANCE PER .' " 31 DISTANCEPER _ DISTANCE PER OST ATE •• „,. Q __ '.•� EDGE SUBSTRATE SUBSTRATE, _ SEE TAelE 2,SHEET 2. �•DISTANCE SEE TABLE 2. T 18 SEEABLE 2.BMEET 2. -- �� EXTERIOR g7 4 ••1. SHEE72 ~•• FUND VISIBLE _FIXED 19 20 OPLSASHTOP FLANGE LIGHTVGDTH EQpA,1 _ VISIBLE LIFT RAIL FRAME I 2 -ILELIGHTI— filBOX HEIGHT FORALLVANDOWS: NOTES: BROWN r' BUIXWIDTH ' 48 1ANCHCR®3S5' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 21 FROM END AND AT SUBSTRATE APPROPRIATE CENTER22 ANCHORS LISTED ONTABLE 2. F�WNO� SHEET Z FOLLOW EMBEOMENTAND 72 OVER98'WIDE: DADS ARROVEDMULLION.FBG TL SEES BSTRATMVSIEELFRNANG OR STEEL STUD. 0 ADD AOOHRONAL EDGE DISTANCE LwTiM.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERD TABLE 2 SHEET 2. 46 40 47 SCREWS018-w 04STALLATION OPTQNSHDWNMIAY 14 36 FROM END. BE USED ON ANY SIDE OF THE ' FOR WPDOW9 WITH WHOM. 1/4'MAK ° BOTTOM LOCKS: SHIM OIQOR012STEEL 1MVAX. BUIX 6p O 19 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF43RUIN13 —� �—SHIA HEIGHT SCREVIB®6115 USED NTOWODO AS PERTABLE 2."� SMS(ciSJ SEE I BS 4 .FROM END. SHEET 2.ALLYA'%)D eU(.Yf61 Fca TABLE2, 30 THAN 14rX THICKAFETO BE SHEET2. MASH CONSIDERED IX INSTALLATIONS.IX EXLEMCA VISILE WOOD BUCKS ARE OPTIONAL IF LIGHT UNM IS INMTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS yyDEPICTED AS 2XNE 1-I?THICK _ Be 16 USE EITHER OR GREATER IX AND 2X BUCKS OPT. 85 LATCH OR (WHEN USED)SHALL BF DESIGNED Q - (2)1'. 81 .O 64 BOTTOM LOOK TO PROPERLY TRANSFER LCADSTO - HANGE EQUAL . OOD BUCK FRAME RAME NOTCGIBOX HES ATsoso OR 31 FROM SASH ENO. RESPONSLo"ATION,61w DESIGN IBILITY OTESTED UNIT THE STRUCTURE.F THE ENGINEER �D LATION IS THE SHOWN SHOWN EACH END. ORARCHITECTOF RECORD. o . —1-10R g 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �( INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION 67 OPENINO)IS MEASURED FROM Arj—Jn..p4i,&%i tbs EQUAL-LE(VBOX �1WMAXSHIM BEADINGTOBEADINO. ANCHORED THROUGH ANCHOREDTHROUGH Fl." a4 FRAME SHOWN c IIIIIIII FRAME INTO METAL FRAME IMONIE7AL NOna ..K - . - . , N...L 1 .....Y � RIPMhtwMaa 6�y". Otbta: RRMwL,fro°°n''' II deP NYNN WEEPHaNOANCHD m/ REQUIRED INVSIBLE LIGHT FORMULAS FLANOEOR No.5875 M EQUALLEG WIDTH EACH EN0. 617' TnT FRAME BILLS OAHBKOTH ®FMUTE:BUCK WIDTH-4a fi.• fS ;: FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI . HEKiif�EWAL.LITEj �'U��' FLomDA J YOI: I0,0 TEg810LO0Y C_ OtY: Dab: VERTICAL SECTION B-B BUCKHEIGHT12-3.1&15 spy'••••••• G N.vENrcE,FL 34xis SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 saNs/Moe1t ScawE mvAq Na Ten: A�fllIILt1Il1ER.PE CW OF AUIH /29208 SH-5500 NTS 3 OF 13 I'M' P.FJ 6!]01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME W02X ANCHOREDTHAOUGH IITEGRALRN INSTALLATION OPTION S EMBEDMENT YA30D NOTEFRAM2. KIS SHE E. SEE JNTO.SEE NO FRAME DR I...EDGE DISTANCE ANCHORED THROUGH INTEGRAL I--EMBEDMENT NOTE 3.TH199HEET. BUCKSTFtP.SEE NOTE2,7MS 6HEET. FIN INTO ZX WOOD FRAME OR O . SUCK-STRIP.SEENOTEY.THIS EDGE DISTANCE - iM'MNX BHIM 1/4'NA7(SHIM 18 SHEET. TYP.ANCHORTYPE, SASH VISIBLE ,{CHANNEL EYBED.ME SUBSTRATE. rq� 1B LIGHTW907H r� 17 FRAME 1 DISTANCE PER 2. EEIU'I SHOWN O 1 SEE'ABLE 2,6MEET 2. _ _ �IT' EMBED44 BALANCE MENT `-114•MAXSKM ( 42 WIPTMARIES — O 1 rYP.ANCHOR TYPE- STANCE Q WEIGHT 64 SO - EMBEDMENT AU EOOE 31 DISTANCE PER SUB3TRATF- 41 SHOWN) 3,SHEET 2 OLAR 18 (NSHOWN) E%TETODR 87 CHORTE, _ INTEGRAL EMBEDEMBEDMENT AND EDGE . O FRIED NBIBLE _ 3 _ FIN DISTANCE PER SUBSTRATE. FIXED iB 20 OPT.SASH TOP yCHANNEL LIGHTWIOTM FRAME SEE TABLE 3.SHEETZ. VISIBLE LIFE RAR F,� 1 SHOWN (NMLSHOWN) . LIGHT NEIT311f 1ANCHOR 0IDOW5: NOTES; SHOYVH _ I O O I 49 48 21 FROM DANS AT 1)USEONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE"APPROPAN7E 22 FOR WQIODN9 ANCHORS LISTED ON TAfiLE92a3 ' OVER 3fi•WIDE: OF SHEET 2.FOLLOWEMBEDMENf DARE APPROVED MULLION,FEC COMPLIANT ALUM9NMISTEELFRAMING OR STEEL STUD. B ADD ADORDNAL AND EDGE DISTANCE LUAR6 ANY 114-MAX MAY BE VERTICAL OR HORIZONTAL BEE SUBSTRATE PROPERTIES,TABLES 2a36HEET2 AE 48 47 SCREWS®183/8' INSTALLATION OPRONSHOWNMAY IA .... FROM END. SEUSEDOHANYSOEWTHE FOR WIDOWS WITH WINDOW. - BUCK BOTTOM LOCKS: #10ORl12STEEL .�,1 L.�1N•MAIL HEIGHT SO D 1B ADD ADDIf10NAL 2)MASONRYANCHORS ANY BE SE1F-DRIU.DJO I I 91RA SCREWS 90B-Ir USED INTO WOOD AS PER TABLE 2. SMSO SEE 86 30 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 a3, SASH THAN i-NPTHICKARE TO BE SHEET2. CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF (1-I LIGHT UNIT IS INSTALLED DIRECTLY TO v- HEIGHT USE EITHER SUBSTRATE.WOOD BUCNS 1S LATCH(SHOWN) DEPICTED AS 2XARE1.1R'THX OPT. BS OR BOTTOM OR GREATER 7X AND 2X BUCI(S ' LOCK(SHEETS). (2)1' 81 B5 63 TESTED lR9T (WHEN 0)SMALL BE DESIGNED FIN ANWOR ,INTERX7ILI 31 LOCATION:04V TO PROSTFnJ TRANSFER FLANGE REMOVED - WEEP, FROM SASH END. TO THE STRUCTURE WOOD D11GL IN-FIELD NOTCHESAT - RESPONSIBILITY IITYOF 710NGINEE 80 OR ARCHITECT OF RINE ENGINEER INTEGRAL -_ [iACN1�• NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN RE W IRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 �("T O?T19N B_ OPENING)15 MEASURED FROM V 4mpdd nmwN)IywIM1/► 1/4'MAX ANCHOREDTHROUGH ANCHORED THROUGH FRANS INTO METAL FRAME INTEGSLLHOWN SHIM BEADING TO BEADING. 11711111 111,11INTEGRAL FIN INTO METAL INTEGRAL FWFLANGE REMOVED) NOAF. R/ftW W. D.I. R.W*. 0/I 27'%126'WEEPHOLE ``�,`�0,.........,/((�i� .olU P.&d OW/COVER a 2.BN' T VOENSp •.FiP 38 FROM EACH NO. IIf—I�,y�_/y.r^..{Ll-1�—1 �• TYP.ANCHORTPE. —� VISIBLE LIGHT FORMULAS =Tr: No.58705 ;` R^Ys0 °dit ^�' EMBEDMENT AND EDGE EDGE DISTANCFI\\'\.=J}yIJI DISTANCE PER SUBSTTNTE, — �5Aslt euCN(WIDTH.e-12 =•O s 0,'� a a/u/AUm: BK sEETASLE3,SHEET2. —�EMBEDMENT I-- GFOfEDLTE:BUCKWID7H-4,VW :xI••. 7 P I Lu.. J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) -O S Ar OF HEIOHr(EOUAL-LITE) A'LOHIO0.• `� 1070 TECHNOLOGY DRIVE mp: 9ote INSTALLATION OPTIONS VERTICAL SECTION D-D BUCK HEIGHTY2-3.18/18' S........•' �?.� N.VEMCE•FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANM40REDTHROUGH INTEGRAL FIN /)/II NAL 111 (941)-480-1600 I INT021(YI000 FRAME OR BOO(- SM/A/M/d/I: SroN: """ ""'w No, R/r. STRIP.9EENDTE 2,7X18 SHEET. A'LYNNMI.LERPE �,OF AM 129298 SH-5500 NTS 4 OF 13 MD 5500-01 PEJSBM 7IB•NOLL -+I 7!R'NOAL �+- 71Y 718'NOM 5116 AIA PVB I 5116•AIAPVB I &18•AIAPVB I I 5116•A/A PVB I 5118'HIHSG I I 7116°AIR SPACE 7/18•AIR SPACE 316•AIR SPACE 3,8'AIR SPACE 7116•AIR SPACE—- 116•^GLA93M S<�T3GH 311/8�A CLAS R 31EOMERwIt 16• IASSD DURASEAL DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR -• SUPERSPACER OR SUPERSPACER OR SUPERSPACEROR SUPERSPACEROR— • CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7AY N011 Imo- -� 710'NOIL 710N1" 5176•HMSO I 5118•HIH SO I 5118'HIHSO I I 7116•A!A SG 7118•A,A SG 7116•AIR SPACE 318'AIR SPACE— 318•AIR SPACE 5118'AIR SPACE— 5116•AIR SPACE 1,8•T GLASS 3118•A GLASS 3116'T GLASS 1/8'A GLASS--\ U8•T GLASS aEXTERIOR a EMFJ7IOR a EXTERIOR a EXTERIOR aEMERK)R DURASEAL, - DURASEAL, DURASEAL, DURASEAL, DURASEAL,. SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR— a SUPE RSPACEROR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11. GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOAL �- �•{ 718•NON. 7/18'1VA SG 7/16•AIA SG I I AM11' NOM.GLASS 1/4•AIR SPACE '114•AIRSPACE _& TE TYR �!GLAS.TIPESIITKROUG. 1BMAY OTO78EU5ED 3116'A GLASS 3MrTGLASS WITH JCINNNELOR INTEGRAL FW FRAMES aEMER10R aF,A'1.EB71ffi OLA99TPE3 S.7.0.11,.17 DURASEAL, DURASEAL, O AMAYNDSBEUSEDW SUPERSPACER OR---- SUPERSPACEROREXTETHE HVHx ABOVE30. CARDINAL SPACER CARDINAL SPACER• ArtlmnJ ntamP1714 w4A M. GLASS TYPE 15 GLASS TYPE 18��� %y LYNN tU �, R.ww Bp DeM:CI; xl.No.68705GLAZNG NOTES - A'=ANNEALED - OweKpllav TYP.GLAZING DETAIL H= EATSTRFIJG7HENE0 -ro:� g�S i w TEMPERED , GLAZING DETAILS J ROSOWSKI 'PVEr ACIT^48B BY KURARAY AMERICA PtC. �O,C•..•fA E P \`a` 1070 TECHNOLOGY DRIVE 7A4: Oofe `SG'•ABP SENTRYGL46 BY KURARAYAMERICA EJG ;FSS..<oa�o•. G,. N.041)-4 a 4100 SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 FOR LAMINATED GLAZING COUPONENTS.SEE TABLE I,SHEET x. �„1�NA•�IT.•� (r11)-180-,600 71u Sara�' A L�fLSNUER,PE SAM: RW, PEi6eTo6 -��,un , x,/xusca SH-5500 SN”NTS 5 OF 13 O,e MD-SH5500-07 AB TELE 5: EE ����� DYe1Ywe OD{bBPM{un,�{311 OlorywS OpynPn{{unr B{Ifll { 15aDv.YD BALLON Dngn Pfi{an,mN/ 44){{ bYLlml tielnVb aeOePiO SNM 414{ N-N1A b d�f� t� sllx MSO/x0.0 1»tlb IfAI MOD oAA MSO JDO A11eL Awl b1eLYwl p R/tltlNw�tM aw M iatlrMw{.eM.ta N+DYk GOwe WR•AAA •DSI a10 • 0 •AO SEETABLEO, EETBFOR x [ora' tlm•NaN •een -AO •ea -AD SEE TASTE 10.SHEETOFOR ANCHOR GROUP AND QUANTITY. lwwver Nan-v.se .mn am •aa .+m ANCHOR GROUP AND QUANTITY. TIIMI 1161T•Ale • A -10.0 M10 .SOA 9a•Yreep m.0e-21411 reA -leA •eD •AD aa5 EOra. 118n•a� •aD AO ♦0S1i-AA c aere0 DD000 N!n•nbe ♦m0 •1m MSO •A.0 _ amort um-Na Mea aeA +en -ma T♦Y¢ nmafau •mD .AD mm,eD. :veli=naR •taD a em -mD HEADE0. ea•Y{iaa xsvmsa re5d -mA •mD -mA HEADER u {gra. asn—»sic •mA ma .®a mA ,tl u.r.eneY. nan-map r05D ADD re0 aaA 23 nrmre0. ilan•1)bp •mp -IDA ♦e{ OOA TNN N.Oa-Reil reD ADA x010 •AA �- - BiMOtaQ m011-xml emD Aa{ MSI •A.0 NO RAIL cora. man•fAdro •Z" -m •eA •-mi- MEETINGRAL _ b NatltlReir 11b1I•mate rFIA •AA ♦mn •AO _ O Mas ae. xsD•n.se •mD •AA ♦tor -Aa 27 CrmaN 11611.N.BPo rm0 ADO •eaq -10A f]�,FAQa 6Ment ft]R.IlA�e .m0 •AO •nD .AA � l - iVl p Tptl am!-ate •mA AD •� R `. 23iY ew.em2,e me)-a .en -aD 23 JAMB .. iota. aan-mse •cA am ♦mD .mA JAMB eme4• man-mAro •tlA ->m AO ili SASHtl� 1203m BASH Y- HEIGHT � O�bvatre Na11-libp ♦010 -AD MSD •AO C� HEIGHT wl,DfaN nan•laap Mm •AA •aA •Ao 1�1 nm-izais •eu A •1sA .aD tr.N ean•afaN MSA -An .mA ma 23 eYimatm,Ae adn•mae MSO -WD ♦00 ADA 23 TpOs me)•OibPo MSO •AO •e0 -AD BILLfear.aneY. aal>-zum .mA .W ♦mD .IDA SILL C gsbn6b mAl)•meM •mn An M30 Qeb060 11bn•m.aro •m0 -An -10D NFm 600 Ndl>•n.Op • r030 41.1 OelOnbDi 110n•fle0 • 0 AO MSO e --- 11.001-tiAe M!0 -140 torp !.9 e - Ttl�l a.Ht•A1AN •mA -AD •mD .AO CwbmBba eafl-S9de ♦80A •IDD ♦ -AO _ ea.la. a+an-ass .m! •mA •mn •roD SECTION DETAIL FOR WINDOWS WITH A a.>wr1. adn-psis +m.D aaA .ma -mD - SECTION DETAIL FOR WINDOWS WITH LEVEL Rt REINFORCEMENT&GLASS TYPES 5.6.7.A& DYarnmw maf)-safe M!A anA MLD—"iy LEVEL R2 REINFORCEMENT&GLASS TYPES 5,8,7 8 8 wlwev me1•AOp •<DD mA MSO m] (REINFORCEMENTS SHOWN FIYVRESABOVE Be.rst xafD•aae Man i0A •mv 20a APPLY TO ALL FRAME (REINFORCEMENTS SHOWN IN FIGURES ABOVE TYPES - APPLY TO ALL FRAME TYPES A CONFIGURATIONS) Earn• men•a1aN .ma �°° tarp .IDA CONFIGURATIONS) w cwmvtAl 11D11.10p Ale Jap NSO Na 1pp—d.,seaplNta4Yfbm Nwww„Y. male-elero RaHA! e.1 e.p T O 4— •m0 AA ♦m0 -ma D.n 1l SEE TABLE IO.SHEET 9 FOR ANCHOR GROUPAND QUPNfITY. wol `t1 +TN) �{�Nr Pak wNila: M of l d1 PndwN V LYNN (/,, SON,...... Mt ILII'uIIFL'1��\\ 'YIFT��II+I' M. U^ RAMaO W. ODte R{Npn) k'. ND,S870S •. NOTES: = DAAalp— AlaBA 1)USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIM. '.�i •�` DESIGN PRESSURE TABLE J ROSOWSKI %O 1 TE F :'((�. 1070 TECHNOLOGY DHA£ MI. Dofe 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PERTHE FIGURE. CORIDI;.•' \C\� N•VENICL FL 3*2" SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i3'S/ �.� 941)-480-t1M Be4r/YaG! Sale O.ailnp lb. Rn: ON THE TABLE. K IBR.P.E P m1a� �T,OF AWN.129296 jr NTS BOF 13 MDSH5500-01 T E 'ABLEC W.ul pYbep�O DMI(♦1Plaaaun,oLR m10ar11 p�Brs eY0fW1 Da1b0P1nIYnILIBl1 anY.la•a+ bMM Lnx b L RnPM NFeAMx'ne lmm oDA 1110 M 6.0 11 Sita N EptlBf 1+301 •AOtl1110•.�10•A0•I . ne ESM. 11]91 •1101.1100•mON1+OD•nOv11"• I.Mo•AO-ra0•Tne•nu•m.1-rao•me-nao sAtl.lomlw I161T-13JA•.•1m0•R0-1LL0•A➢.I+¢0 rA0•1mA o6.__w UIt!•U.ITo •mo•1m0-0-I•n0 MO•111•110.0•RO-M.•160•1160 TJ-110•n1.1m0 i Epw IfOa-Wm•AA•f m0•AO 1+10•lm Ml0•AO 1roA n Ea{ea Ilsm•t1.sN•ri0•1140•110•Itam•.M0.••AO-1111•n1 4100•RI-110•TOA-+aa•.-nno pra�Oh9� IWl-IISm rAD AMD•AO•1110•.•1100•A➢•Iq• RINE.. I •R0.-1100•mf-fN0•111 190•RI M0.0•. 0-nao HEADER TYY .01'. 1m rno.1100•RO 4-•.•11¢0•AD 4111 mM•T33M •R •1lW•AO-1160•110-ra0•.-11 - 4.0IM-LAI tt.M-nM •ri0•1166•RO-1160 rm1-1m0•Rl+ILLO dHM•1"14•no-1100•m0-1100•Al•nam•Aa-100 Nno 416.0 M.-f 0...... . aA \LAT-tlbN•AO•ItW•.-Ilm•.-iSA•m0 4m0 AMtl 11.9-11t11 •ri0 ama N00•1xim•n 0•.-nl1 10.0 410.1 M.-nao•AD-IRO•RO-q1.0 T+xl b.W-A.WI •...a•mA Am0•RD�0•.460 T~ 1.343-6911 •n0•1U0•10.0•nae N¢a.1110•AO•ra0•10.0 Mao•RO KO •mJ 639 x0.0 an0 MEETINORAL maWoOo 8311-93Y•T60•tYA•AA.1110•.•raa•RO aul CelOY16a nM•ASm rno.-I•ma-1+00 NOJ•1100•111 Mao•AO-H1.0•111-1.•mD-ra1 r.1160 Omtl10Mp ttb11-i3Y• a➢•.•1110•RO 1111•AO•1m1 ¢amtlAal•9a Mbfl• 11 Nal•1100•m •fU0•101-110.0 r.4161 rA0-1m1•R •10.0•nJ-1109•m0•1160 M EStlIx Co., au•A9-1mA•mA 4LLo•AO.11x1 rA0 4111 11 m Ealilee AIA•A.3m •.•1xia•RI-rat rna-t+ao•A.I•\lam•.4140•) U•A.0-MO.--11x0 27 elad.JVMv mM-RLY•AA•IAD•.-IAL•AO ¢•A0 4qA mmlamWn la-m3f0 •1..•100•m 11x0•l0A•+10.0•R1-1110•nm 110.0•. 0•nA ma•no•i1L1 aIB`D� OmonOb Nml•a130•AD•f YD•AO 110E•RO 1m1•AO 41.0 9am14 tUM•mJU•>l1•100•A1-nn0•m0 MSO•.•Ifae•no -11x0•.-a•Ra•1ILC•m0-Ixi1 ft asala ILAI-fldY•loD-1mA•.-1160•Rn.IAJ•Ao•fDio ieYtl 113V-NbY NOA-IIsO•m.D.naa•110•1141•AO-fq➢•RO M0.o•RD-ILLI•m0•ARB Nad 911 V T+LW LL6A•ttplf •AD A•AA al0•m0 460•All AOA Txetl ilAm-0L11-111 4100•AI•nao•lel-1m0•nl-nao•mD•1160•.WO•)10 410.100 60.0 26 BmetaeGap nall•ILem•.-IYJ•A.0-1160•140•IAO•AO 1-A tl•mti0a•1lN R1A11-Nbm ant•IAD•m.0•"a.•A0•1140•. 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ILeIT•RbA•AD•191•RO 4me•m0.+110•.•1m0 Y mxewfnxra laug AJu-no•IAD•110•10.0•A1-1160•R1-1160•TOD amt•RO•1+41•ma--a N0.o 1190 Y�' HEIGHT 0616104• Il bn-nd10•Aa 1m0 rm0-fine•AO 1q0•100•ImA 91/amaef 13x)•nbm•11.0•161•no•1100•A➢•nLe•AO-1110 N00-1140 Aa0•Im0 N0.¢-)u6.•)OA-fm1 wxmea. vJn•udn•»n amo MO-+me..•In0.A4-fnn C1tlYfIm 19x1.34634 ..•nao•Ao amo•.-naa.enm Ino Nae 1m9•me Mae•.111¢.mm 1mb SECTION DETAIL FOR 8 max.tl 1Lnr•13aA.mn.1134.mo-fine..Imo.mD 1mA S 0161.1 1LM•9au •m1 auo no 7,0.•-no 4160•AI Mu•Rm-1 a1•no-+no..1mJ•m1 4mo WINDOWS WITH Tr•Y 991.909..amn.mo 6.W •.aie•mo mA T- as1-09aN •n,-rao•mo•+mO Na1-na.•.1ma•.41a.•mo w.o•mo aLo •Am aa1 ewa.aaAYa gun-Am•134.fm.mo.fine•mo•ImD•Ro 6160 1f.a.elaane Abir•33Ai •nD mo.o•AD-1160 naD 1N.¢NnD 6134•mo 1161.Ro Mao.ma 4me•mo 1aa LEVEL R3 REINFORCEMENT 25 • Epw ae9-maa.no•fine.n6..3460•n6..,Q.o.mo.nu ENab :asn-mD1e •me 1+0.0 N6.p-\A.1•no MLo au M9a.mo-nop•rao-Ifao•rno ama•Ae Mao $GLASS TYPES 8-18 nett-9bb•)00.19.0 rA0 1q0 O o•RO 4m0 Gamlen nM-a0u .reJ•Mo•RO-n0a•DO-10.0 rri0-Im0•loo Mao-MO M0.0•m0•110•R0 110.0 (REINFORCEMENTS SHOWN SBL 1>ra pmm.ef\a.. 1033-9030•m0•mA N¢o 1146 rma.xaD•Ro Oma Y-® 61J/uePAY. 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0 onoonnnnnnnnnocnnflonnnonnononoov000nnononflflfln000nno �0®o°n°ova°a©°cocoa°°oc°°0000enincna°�n°o°o°nn°oovoov°n0000000°0000v�o°0000 ��000dnflcccflcnnnooflflcooflflccflcocnnnncncflocccocnncncecflc mcflflon000fl000nnnn000cccnnooflflncflonnoflflflflflflnonoon0000 monconccocoocccnnocnncocnocccnnnccononononnnnonnnnco occflofloccccccoccflccconooflonnnnn000cnnnflnconnfl000nccc :�mccoc000ncnnonncn000ccnonnnflcncconoonnfloc00000nn0000 �cocoocccflnccnoncncccnnnncocnooflcnonn00000ccoononnnc ���tconflflnfloflflflflofloflnflflfl�nflcannconcnoonfloflnflfloonnonnflfl mccoccocccoococccnonccncoonncncoononnoccc00000000000 mooflcoacocnflcccnoaccc®coflnflflnnncflfloonnnoocnnnnon000.. ���©'ccnncoflccflconflflflflflnnccflcflflnnccflnnoflflnocnnfloccnoccfl. mcncocnocflnnflflcocnonccncoannccccnnnoflcnccnnonoonnono monnonon000cflflcnnoocnccflncooflflconflooflfle000flflcoonoocc B�ooflnnnnocflflnccoccoccncncflflncnnnnnonncncncnncncncflcfln mconcnccccnccoocconocn000cncccocnflccccncfl000ncflflonoo m000conccconcccnflncnnnnflnco9ocnnnnnflflnnnnonnnflnonoon �Oocflcccnonnflcccnoccccccflcococcocccnflnnnccccncflcnnocnfl maflccnncflflnncnncccnonnnonnncccconnoonononoonflcocefloo m anonoonccccccc000ccncnc�ccnnnnocncon000000cccon000 - �Ooonnoocoonoonn000nfln000noonnoaonconn�noonn00000coonn, mcccccoflflccflfloonfloflnnflcc000Dnocnnnflncccncnnanc000con m nnocnocccnocnonnoccnnec®ononnncncncnnnnnncnnnon000 �D�AB�B08090��8�O�B0�0�O�BDO���O�a0��B0�9��QB �09�8� .. �aoa0000�o�. 31W 33W 3.5W 3500'--� .007 .002' �I►—.067 +Ir—DBT ,Aer ,Aar 1A61' 1AST 07P—�t+— 1.184• r— L DTP �II D1P -T}T� •/5P • OXEADUAMB 8r 2O HEADNAI6 1.375 OHEADIJAM OHEADWAMBEQUALLEGF E lJGH79ASN 1 26 HDSASH' 1375 OREINFORCEMENT 6RFJNFORC(AEW r _L r L tior 3.4W--yl 3ABr—►{ r 3A63'—� 1 mor �(' �-o DTP .. O Dar �: �F�—Der OI-�.ae7 T —�IF�.oer .lertD3r t.oat• lyl II y, 1 L���_ ,32.• 2.444' zssr z44o T ' 1a+r f~ y 1a4P {� 1 2444` O REI STANDARD RO O HD MEETING RAIL ���{{���� L��� MEETING RAIL 7 REINFORCEMENT REINFORCEMENT .62V 1� F 72.76 O6 -CHMB✓£L - EQUALLEG FRAIdIE SILL ESILL 1a7S SILL FIN OFRAME SILL . L 1 ,.Bat' ., .aea• Lr—l,_,' °`.Der— tT ,2.,r J174' ta:P I� �—z�L � zt7P� �-• .DTP-� .� -IFTRA!L1- DTP __ ----}- � MEETING RAIL 18 SASH RAL 17 COVER, 16 �,� ,O INTERLOCK O(INTERLOCK COVER 21 74 MERLOCK O INTERLOCK COYER 1 . ' um �, •. atP I �. ��1 ����4Y LYNN ifi��'�i RMw➢Br Welt R�Ndam Elf 4erme.nc®ReL Imo. .... �` ���SF !�,� lbNad 2.k Doo Rn1Yon R7 440.50705 •'.Tk Dar—►1r--�- .ozr—�— °"'ywm Omrn": O LAMI IG e, EXTRUDED( r1RGL� =•G i Gl• 1 `K=_ WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME �.l SCREEN FRAM ��() S�A�EalF� ,/V� 1070 TECHNOLOGY DRIVE T1N: Over. N.vEHItE FL 340 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •S/UNA�EN,,: (941)-480-160 S,e,/4aae s sm.e R, e kIA7R1AE➢� PE CERT.a AM.#29"S SH-5500 NTS 11 OF 13 MD-SH5500-01 TABLE 12: TABLE 12,CONT-' BILI of Material rill of Materiel,cont A Pelt Description Material 9 Pad0 Description Material -M%T-Single Hung more ae o acX Mechanism St 2 Single Flung Frame Head 6 Jambs-Flange PVC 48 72018888 S-op Lack Cast ane 3 103 a ng Frame Heed 8 Jambe-Fln PVC 47 72019588 Auto Lack CD,vr Asson" Cast Zinc 4 820104 Sine Forme Heed 8 Jambe-E ox PVC 46 70MIOOPTX 06 1'Ph.FH BOB(Auto and Sweep Lock Screw) BE 5 WOID5 SHIDH FYame SW- PVC 48 720200 Auto and Sw..p Lock H-pr Cast ZAc 8 620108 SHIDH flame Sig-Flrlge PVC 60 77SX34PPA 98x314"PH.PH BOB(Keeper Sm) S3 7 VOIDT SHIDH Frame Sill-Fm PVC 61 420151 UR Beveled Till latch Caner Key PVC 8 620108 SHIN Fmma S13-Equal LeWBox PVC 62 420182 UR Pull Ral TIB Latch COmar Key PVC 14 820131 Fixed Meeting Rag PVC 53 7834PHFL 98 x 314'Ph.FH SDS(Comr Kay Screw) SS 18 128 a g(Sides.Top 8 Bolton) PVC 64 420183 Tit Latch PVC 17 8201 Balance Couer PVC 66 420184 Tit Latch Retainer PVC 18 620133 own StoplStxew Cowx PVC 68 720207 11 TIB Latch Spring S8 18 620158 Put Rag Interlock 660575 AI 67 420166 Plastic Tilt Latch Fin an Pull PVC 20 620144 Pug Rag Intetack Cover WC 6S 720182 Moist Tilt Latch FMgar'Pull Coat Zinc 21 820167 Belekd interlock BOOS T6 AI 58 420180 Plwl Bar ComsrKy PVC 22 620145 Beleled Interlock Cofer PVC BO 720205 Phot Bar S6 23 620150 Llgm Sash Retnbmement 6063 To At 83 720187 Sarah Pull Hrdb Car�11e 25 620152 HD Seen ReMbicemenl 6083 TB At 84 720194 So.h Pug Handle With latch Assembly Cast Znc 26 620153 Standard Meelep Rall Reinforcement 6005 TS Al B67834FPT 98 x 3141 Ph.FH.BOB(Pult Hindi.Sr.w) SS 27 620154 HD Meeting Roll Relnbroemm 60 e05 T6 A7 BB 420188 B.Barn Latch Strike Plata Cast Zinc 30 61844 Wealhelehip,.187'x.270'Fin Pile 07 77SS8B 98 x 5181 Ph.FH EMS Strike Plate Screw SS - - 31 6C30D We iltlerstrip,.190'x.300-Foam Bulb Flex PVC 72 720135 Lord I.G.Bead PVC 32 61718 WeaOlerekip,.187'x.220-PoryPOe 74 Backbocidn9.GE 7700 a Dew 791 Sl cwo 33 61825 Weallnuship Plug,.22D'FXaeol 75 71S46N Sailing Block 70'x ldx 1181 BE M-6 dum EPDM 35 7SXIMTTT 99 x 7'PR PH SDS 6nterbok Mounting Screw) 76 Cunnex Sup"pww nXrwith Hol Mail Butyl CcRIP06116 38 T&X THPX 98 It 3'Ph.PH SMS(Meaning Hall S 41088 77 .. I I Caracas Duressal Spacer Campeau. 37 71S60SP Mee8rlg Rol Screw Support Plate 6063 TB At 78 Cerdinol XL Edge Spacer Can ail. 38 720210 Weep Hale Cofer PVC 80 61012 Exin ided Seresn Frame Abm ' 40 72OXDXX Constant Force Balance 01 81011 Rall-Formed Screen From. Alum 41 98 x 314'PR FH SMS(Can.Face Belenee screw) 88 62 7CKGLB21 Scream Carr Key fr Extruded Frame X4 PVC , 42 Spkal Balance B3 47042 Screen Canr Key with Pug Ring X2 PVC 43 720205 Spiral Balance ShDaNylon 84 , 47041 Screen Comer Key without Pal Ring X2 PVC M 78X714FPAX US x 1-174'Ph.FH SMS(Spiral Balance S—M 41D 33 85 7CASPM Tonslon Spring 36 e8 S181SC40 Scmanctoth Fiberglass 87 81836181614.140'Screen Spline MschlnslHand Relied vinyl ♦mmvtd el WMPiylna Kith er InerB u Hlap�ode e 111111111,1 1hk �C A / RavLM W. Oak+ RMrkrc ROAIAU'/aMyroeru i1'r ..n'- aMW By. Wts lb14b,1: tM1X �y ii0.5BT0.: VA BILL OF MATERIAL(BOM) J ROSOWSKI 7070 TECHNOLOGY DRIVE Raw Dalr NOTES: '%�S,pl()NA`���G� N,""M FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1500 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTO,TO BE LABELED FOR AAMA EXTRUDER CODE 711I1n11111•PE Sm4 Gvahq No. Oat" A.LYNM atflLER, 2)RENSp9-13.15.24.20.29.N.38.St.67.6671,73878 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p�6gry� CERT,OF 11 11,/29298 SH-5500 NTS 120E 19 MD-SH5500-01 OPT.SWEEP LOCK p 43 48 OFT.AUTOLOCK 20 67 OR 38 I 48 p 31 OR 52 '1 O o I { 45 7 I 1 gg 'vl p OPT.PULL52 22 82 OR(B 1IIp\ OVER !!! C 19 OOK6 07DIII!!!WI!I'IL, _ COVER 1 \�• I BEVELED - MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 19 S COVER FRAM I WELDS 49 p 13 Z�z\ 72 X4 t 18 BO OR at 14 O !I ` oPr.PUu xANOLE `\`i SCREEN ASSEMBLY CF' st WITH ural DETAILS 41 \ 40C 88TTAE FORCE 1 \ �•�O 18 O B9 •/' OR AA \ OPT.PULL 40! 43 42 4a SPOIALBALANCE HANDLE 63 MITERED FRAME WITH SASH INTERIORAND EXTERIOR / 37 ASSEMBLY FRAME WELD S DETAILS i ro EXTERIOR\ \` -��AaIES TO � 4PPm'Nn wmPU!V•Biro+ 6 •-"• N FRAME �•.\. `............. 111.... ', '-. __' ,eu Br• wr: RMtlm: iID.m4 r 5 ASSEMBLY ® �� �� M�DNY LYNN DETAILS �? Jf.ENSF'•.� % M U � _ N0.50105 •:� _15 \` ••:� I IS• a; EXPLODED ASSEMBLY JROSOWSKI NOExrERIOR TES: \' U STA %•W _ :�(P'.•:F<ORIDP.•'�C��• 1070 N.=�LO07 DRIVE TRW ww.. 1600 )�EW PARTSIOPTIONS NNS AMESHONOT PARTE YON DRAWING F RCL MITESAPPLY. ''SSS/Q/�A)_�NG•� �u4NIC&F_342 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FDR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS a 67. T/ 1 SMn/NOJM SmY: D:°'b'P Na IM: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYJ1II IWLER,PE cER7.OF sm./29293 SH-5500 NTS 13 OF 13 MD.SH5500-01 ver SSTos . 1 M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govJeconomy PGT Industries,Inc. . 1070 Technology Drive North Venice,FL 34275 SCOPE: .This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been 'designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window-L.M.L. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile:Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been. no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement . of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMFDADE COUNTY NOA No.15-0519.05 , , 7r2 Expiration Date: July 30,2020 f Approval Date: July 30,2015 Page I t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega,P.E.' 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed'by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th; Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of.Regulatory and Economic Resources (RER). Manuel a ez,P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, . Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5`Edition- (2014), dition-(2014), dated May 15, 2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,'dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14; signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel er z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 AIItl1ORAGE EXARPLEFOR 28-Vr MAX O.C. 214W ANCNORAGSFJNMf1E DESIGN EREMEN IMPACTRATINGIG RADIUS-TOP 54•MAXBUCKNIDTH MAX O.C. FORMCH-TOP TORIES PEP REINFORCEMENT lNt0E 88MALLN1558E HEADER(SIM. 1r AMESEAY 30' 1r MAX. / "DOW HEADER(SM FOR'� LEVEL,SEE SHEETS B•7 IMPACT RESISTANT FMALL N41101Y 7YPE8) FRAME SEAM 51 EES__ 1-►I .O.G .( / BSB 10"MASUCKWIM FROM 62.1!81•M`AX.SEE SHEETS 1.1/P SHB.SEEEET3'�• 30'NAX O.G-I -_7r MAX SFRAME SE HEET]F_ ILIGHT L4IBLE J_' / AM D.SEESNEET4 I LNDITWIDTH __..-...... Ir B,SEE �-30•YA%.o.G- _1r MAX GSA .... T _ FRIED s�T3 SHEETS / / IBLE A.SEEF- SPACED /ASLKiIf 17-A8'/ANL O.G QTS _....� tW EQUALLSPACEDTAB�PaE1RT ,_ EOUNLY/AN=T'ERIN.78' SPACED TA&.ESAf1 MAX.ANCHORS PER BP &UCC TABLES 411 - �3 O BUCK Q MAX Q -� HEIGHT ..... HEIGHT 1PMAX0.G BUCJ( 10'MAXO.C. ___. 1O MAX.IOG BUCK - ASSHOWN X 4 HEIGHT X X 4 . y HEIGHT x 4 (91.78• �� / 133NuMAX O.C. 4CHOTCHOETAII.S,MN(.) EOIIMLY / IS BIE 13-WMAX.O.G EQUALLY / BA6H 13JN'YAX O.C. EQUALLY SPACSD —/{— T}SPACW SEE ANCHORS PFASPACED / ANi��PEE1R1 HEIGH7 _ _ ANUNCRIS TABLESER / I SH BETS JTABLES A a1Q'MAX. a1?MAX , _JWANCROR4ATSLL �TNOONAT B+- 9WEPBim- SASH VISIBLESEESdLWEER B SEESALWEER DE6LLWBRLIGHTWIDTH HUTCH DETAILS. BPMAX.BUCKWUM _Np7CH D(7A0.6 slDEf3 SNEET3 SHEET SHEETS ELEVATION FOR TTP.EQUAL LEG FRAME ELEVATION FOR TTP.FLANGE FRAME T ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL4JTE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION' SHOWN WITH D THROUGHUAL-LITE CONFIGURATION FOR cusTa4conAGEcoNRwRAnoNuvio ANCHORED THROUGH THENAIL•FIN Tr HEIGHTSEETABLE37-11 jSIWLAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW ' 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIME OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(H 4 2)SHUTTERS ARE NOT REQUIRED WHEN USED N WNDSORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE SD IN THE HVHZ,n7E OUTBOARD LITE(CAP)MUSTTEMPEAEO. 3)FOR MASONRY APPLICATIONS IN YWA-DADE COUNTY,USE ONLY MIAAUME COUIRYAPPROVED MA60NRYANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE ASYMC60 GENERAL NOTES-_ 1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI FERANCHORTYPE. ELEVATIONS_,__.._-_.___.1 4)ALL WOOD BUCKS LESS THAN I•i?THICK ARE TO BE CONSIDERED IX INSTALLATIONS.iXLVOOD BUCKS ARE OPTIONALIP UNIT IS INSTALLED DIRECTLYTO SUBS7RATEVADOO BUCKS . FRAME GLASS 6 ANCHOR DEPICrEOAS2XAREl-V2.THICK OR GREATER.IX AND 2X SLICKS(WHEN USED)WALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN OPITONS-..-�_-._2 AND IN—ON IS THE RESPONSIBILITY OF THE ENONEER,(EOR)OR ARCHITECT OF RECORD,AOA} INSTALLATION,FLANGE 8 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX.___3 SHOULD BE SEALFO.OVERALL SEAUNGTL SHNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SML BE DONE BYOTHERS AND IS BEYONDTHE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FN 0)1/4•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS KOT FLUSHTO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRNO APPLIED LOADS. &JCHANNEL-_. 4 7)DESIGN PRESSURES: GLAZING DETAIL.$__-_.__.6 A.NEGATIVE DESIGN LOADSBSED ON STRUCTURAL 8 CYCLETESIINGAND GLASS PERASTM E1300. DESIGN PRESSURES—6.7 E POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND MISS PERASTM E1300. ANCHOR QUANTITIES—B-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESTSFTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE33-lA%BTRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES.......—Al THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO HOOD.ANCHORS THAT CONE INTO CONTACTWITH OTHER CISSIMLARMATERIALS ASSEMBLY&PARTE UST-124 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 0)METAL SUBSTRATE TO MEET MON.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. +PP WMGompIHP9wR61b f0)REFERENCES:TEST REPORTS FTL•70618TOM;ELCO ULTRACON NOA ELCO CRETEFLE%NOA;ELCO AGGREGATOR AOA;ROYAL WNOOW AND DOORPROFILES.LID WHITE BBRONIEILIOHTERSHADES 0F FlurWa ^6 CAP COATED PVC EXTRUSION NON&NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAFBPA NOS&ALUMINUM DESIGN Dale 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIPNEO BY BURDNOOIFKXAL `"IN�)GrNS(1/(�'ice Rmwe Bp Owb. RnGrPn, GO- USER INSTRUCTIONS: .�ti`t';••' 4 F ��J^' AYWM Bp gam. FY 1)DETERMINE THE SITE SPECFIC,WXOOWOPENNG9 DE81ON PRESSURE REQUIREMENT FROM ASCE 7. �` {A�� 2)DETFAWNE7HE MOST SURABLEANCHCR GROUP FROM TABLES 20R3AGCOAOING TOTHEINSTAIULnON CONDITIONS. ' .0.58705 s 3)KNOWINGYQUR GLAZING OPTION(TABLE to WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Da�rrlPH�+; Dom BD; PRESSUREFnOM TABLES 4.0.IT MUST EQUAL OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. •-O 8'�S/:W 4)DETERMINE THE ANCHOR QUANTITY FROM LES 0-111.VERIFY THE ANCHOR/SUBSTRA7E WILLLIEEr REQUIREMENT&FIX1 ��'•., g TE F j: 1070 TECHNOLOGY OHNE 101x; Oats: YOUR OPENINGS CONDIRON FROM TABLES 2 OR 3.AND THAT AL MN.REGWIEMENTS FROM THIS SHEETSETARE MET. p(OH,OI`,,;'��� N.YQACE.FL Jd276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALLAS PER SHEETS FORTMRU4#IAMIE INSTA.UnON ORSMEET 4 FOR INTEGRALFIN INSTALLATION. NOT@ 21FGNI PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(ltJUNNEL.FLANGE, /A'A7IjS/DPMI'`?•; (ILII)-{80-1800 NTEGRALFN OR EQUAL LEG604ALYNN IALC�PE CERT OF AUIH +20286 SH-5500 NTS 1 OF 13 MD-SH5500-01 PB1fdTOfi TABLE I:ALLOWABLE GLASS TYPES Frame Glen P.- Frain• Type Description Nded from Ettarlor to Interior) pdi esign P�� Type* Open. ContlGa Shape* Inollaeon Option•Omt may a Used (t.RS M(me Table 1) (m Fig A) (no Fig C) 5 71B Lamfmled I.G.:ifs'A Eaudor Cap-7/IB Air 8 ♦N1B L.mindW:(2)Ute.011/6•A(Base WN.080'PVB OLrlsyr ILS 6 8 TIB L.Wnld LO.:UB TExhdor Cap•7HB AtrB wa IVIW LnWnohd; )Lka otim A Glass Wlh.080•PVB Inld ar 46 6 ...Into 2XWood Fume/Buckddp-.hoot 3,option 7 7fBLemindWt.G.:3/1BAExtdof C.p�3WAUS N1BLamhatodMLknorinr AOMan Wth.DBBPVBkhhda r 6 6 Flanpo EgImHAe, 8W.TkIad.'Thwphthe Fanho....hh ConareldCNU-Sheet 3,option2 P+n Ys (a2) 5.10 OdeCoUge Rd.-Tp a tl UevArdow-•• through 1XBwk.*Into C-.WCMU-sceel 3,scion 3 8 7B'laminated 1.0.:3I1B TEah6or Cy#316•AlrSpxe+6116•luxdnaled;R1 L8a«118'A Gln•WN.OBB PYB kdd.yar 416 6 a mUaOe Radne Tap 8 TIB'L.Wnaled I.G-:UB`A EateA.r Cap a 7118 Air 6Psae+•518'Undmi.d;(2)LIH.of 118'H Glass WN.DBB SG kdWgw 7 7 ...Into Meld-wheal 3 option 4 10 TIB'Laminded I.G.;LB TS.W.,Cap♦JAW At,Span•5'18'L.W nslsd;(2)Lkn of UT H Gtax.Wth.OW SO kdadeyr 7 7 ••.Inn 2X Wcad Fmn e/B kehip-.h of 3,option 1 11 7IB'l.aWnoted I.G.:N1BA Ext.Mr Cap a NB Air Space s NlB LemInLIM:(2)Uta oflf9•H Ohm Wlh.OBO•SO Wady« 7 7 Boal Equal-IM, 84UadReol,Thmugh the mane....hlo Conohte/CMU-Sheol 3.option 12 718•LsminstW LGL:N7B7Eahri« aN8•Nr6 NIB l.mlcefW:(2)lRn ofl/e'HGYas WIh.WB SG IdeMytE77 Eg014) 5-18 O&Coreew ArcMTopB oflhe W1h0o1A._„•,Itxouph lXevekatdp hto(nrlemlelCAU-Shed 9,aptlan3 C'P poe• pn a Conal. Radlu TW13 TIB LamInatsd l.O_1fB A Exiodw Cap.NIB AUS n+7/IC LamWld;(2)Uln of3l/C A On.Wih.OSO.30 kaeNyerMdd-.heal 3,oplian4 14 TAr L.mhreted LO.:118•TExldorCop•OHS'Air Span♦WIT amkuled;(2)Lae•cf3MIr A GIaas WIh.GD•SG Mala E4ua1Ub. SINamlReat,Thmulib tlu ....Into 2XWood FranelBuck.Mp-ehast 4,options 15TB'Lamhutod 1.G.:3118 A EnUdorCp 4 UW A*Spand 7f1B L•mhehd:(2)UIn WNW A Gas.Wth.OSB SG Idedyer JChannd InlapniJntMeld-.hsd4,cpfton7 16 7IBLandntodl.0.:3/1BTExtdorCapal/4•AkBp•aa711BL.MatW;p)Uteao/3HBAGIe.eWIh.OBWSGW.dy.r (Mt) 0.8 O&Wtgan Rd...Tp Th a.hme Into 2XWaod FmmdBuckatdp-•best 4, ona a Odtaee Rada•Top " ' or the Wedalr.._.....loe Metal-aMal 1,odbn B TABLE 2:ALLOWABLE ANCHORSTHROUGH THE FRAME 'GLASS TYPES 5,7,0,11,13 6 76 MAY NOT she Into 2X Waal Fnm lBuelnMp-asset 4,option 9 Mtn.Edge Min. NOT BE USED IN hte0ol Fin � E4uddAq'8=RecL,Integra,N....-. ....Into Metal-•halo.com7 Group Anchor Substrate in.E g Embedment- THEKVHZABOVESO. 5•8 Odel/PfW- , tFTopa DistaI Cola's Radue-Tap Thmwh the tame...Into 2X Weed FmmdBuck.tdp-shed 4,option 6 010 SMS .. m =. ofth"'Aft.........Into Mald-shed/.WtknB Steel,A381 aw (steel, S.S. Steel Stud,A653 Or.33• 318' 0.0451'(9 D Ga.) BEY' THE�� FIGURE A:FRAME CONFIGURATIONS FIGURED:FRAME TYPES WEA'-HEAT STRENGTHENED A «4100 S.S.S.) 'A u bnan,SDO3-T5' 318' 0.050• SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(80=0.55) 7118' 1.918• STEELSTUDS, PVB•-.MT BUTACITE0PVB 3/18'steel UlllstlxO Concrete In.285kai) 1- 1378' IAN.Fu-45 KSla ,/f BYKURARAYAMERM,f�INC. MIN.F'y=33 KSL pf/ Lkpmmeo CMU. STM C-90)� 2-1/2 1.1/4' 4 50'=ABO'SENiRYGlAS® P.T.Southern Pine(813=0.55) 8116• 131S' 'UNGROUTEDCMU' INTERLAYER BY KURARAY M12 SMS VALUES MAY BE BOXOR AMERICA.INC. B (sled,188 S.S. Sled,. 318' 0.050• USED FOR GROUTED ,y FLANGE EQUAL, SledStud,A60Gr.33' 318' 0.0451•(18 Go.) CMUAPPLICATIONS J6' LEG PVB AND SG INTERLAYEPSMAY Aluminum,808175' 3/e' 0.083• , A150 BE MANUFACTURED BY CAfICf81e(mln.2.B5 kat) 1' 1314 EQUAL-LITE otaEl; COTTAGE KURARAYAMERICA,94C. C 1!4•sled IMracon Ungsucted CMU.(ASTM C-80) 2•VC 1414' FIGURE C:FRAME SHAPES 1/4•steel CreleOex Concrete min.3.35 k*!) 1• 1,V4' -►{BUCKWDTH BUCK WDTHI------{BUCK"Of"I-�- 114'steel Ultrecol Concrete(min.285 kd) 2-112 1374' - - 114'steel Ultrscon P.. cut ern Pine G=0.55 1• 13/8' � T_--� -_- T �r 1 3 114 sled Cretelex contrera(min.3.35 kel) 2.117 1314• T Urnmuted CMU,(ASTM C80) 2.1/7 1-v4 �$ a T 1 CHANNEL I"� D 1/4'steel Creteflex x FIN M __- P.T.S«nhuTOPSO=0. 13x8' ' 1x 114•steel Appm-0alar dmcrole(min.3.276 keq 1.1f2' 1318" � � x W sled AppraGalor P.T.Southern Plne SG=0.55 1' Grouted CMU.ASTM C-BO) Y 2. -.RECTANGULAR RADIUS-TOP 1 ARCH-70P TABLE 3.'ALLOWABLE INTEGRAL FIN VANDOW SHAPES AS ABOVE OR SIMLAR ARE APPROVED.SHAPES MAY apy,aaW ea a.mplylvB•Hlb eb BE USED BY INSCRISINGTHE SHAPE IN MILOCKAND OBTAINING FbU4. n2 Group Anchor Subwah Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FORTHAT BLOCK SIZE FROM ' Distance Embadmenr THE TABLES ON SHEETS 8.10. I I ROM E 2.112x.131'Common Nall P.T.SoLdem Plro(SO=.55) 318' 27110' oN,(1INN Af/((F"r R.daw sy: wo- R`w_- or ee n - 24W RogahMdt Roo6N Nal P.T.Sonhem Pare(SG=.55) 3/6' 2.7118• . Q fNSE 11IrI�11LF{�\y/\y�cI /T�{:III1- lA P.T.6omhfm Rn(50=.5tH) UY 1.3r8' ~ SLC ••.*':1 R.w.d W. poen: nnNa. 8fl Tnt 18 aESMS �• - (ateel,1888.8. Aluminum,808375' 3!B 4058 _.�; pp.58705 � . «4108.8.) Sled Stud,Cf.33' WT 0.0451•(18 Ga.) - : .;�= D.-woe: F sled,ase NB (LOS niR seEYDee =o�A g)5 ;w_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.3aulhem Rin(30=.65) 8118 13f8' THE METAL 51 Z: DRIVE 110. Dota, III SM Aunkum 806176• are o.mr sUBSTRATE.FOR ��'••.-cioau?'��: 1 Nowa¢°�275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 F (steel,t088.s. tired atW,G033' are• aoso• STEEL STUDS, %FS4 4(�.,� (*41-Leo-redo «41os.s.) MIN Fu-46KS;a ZONA r,e > saw Steel,A3e' 3'B• 0.050• MIK Fy33 KSI. ALYIJN La4k�.PE. PE.5erit5 CERT,OF AIM 600 SH-5500 NTS 2 OF 13 1 MDSH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETMMLI. BUCKSTRIP INTO CONCRETE/CMU. 'OPTIONI — 1--EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHM07HR000H EMBEDMENT I FRl1PMIM02%WOW _ 1N'MAX SHIM 18 1N•MA%SHUA FRAMEOR SUCKSTRIP. T SEE NOTE 2,THIS SHEET. EMBEDMENT f BASHVISIBLE 17 I EDGE "�- EDGE �I� 18 LLCM NIDIH r DISTANCEFLANGE FRAME DISTANCE SHOWN I`J1- - 44 BALANCE TYPEVARIES - 7YP.ANCHQi SHIM TYP.ANCHORTYPE, - /2 WfiH BASH o TYPE, 2` TYP.ANCHORTYPE. EHBEDMENE WEIONT 5430 ANDEDGE E DMENT EMBEOMENTANDEDGESTR DISTANCE PER DGE •' --- 31 SUBSTRDiSTANCEATE. O SEETABL PERHEET2.ATE, SUBSTRATE. - .. STN SUBSTRATE 18 SEE TABLE$SHEET2. SEE TABLE 2.SHEET2. ���c' E 87 DISTANCE S�ETT2.2, ~•- J I= BIBLE _ 4 �. FIXED t9 2D1OPT.SASH TOP _' LIGHT WIDTH VISIBLE JLIFT RAIL FMME l 2LIGHT BUCICWUITII ILEaIBOX, HEIGHT FORALLVANDOWS: NOTES: SHOWN T' FRAME . 48 1ANCNOR®3b4i I)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 21 CENTER. '.rAT SUBSTRATF4FPROPRIATE 22 gum ANCHORS LISTED ON TABLE 2. - OVER 30'1VIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION.FBG COMPLIANT ALUMINUMISTEEL FRMSNGOR STEEL STUIL72 , C ADD ADDITIONAL EDGE DISTANCE LINT&ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 46 48 47 SCREWS®16-.9a• WSTALLATION OPTIONSHOWNMAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR Y&-M-QM WON WINDOW. 1/4'MAX 01008 112 STEEL)L.E. L. BOTTOM LOCKS:BUCK 50 ADD ADDITIONAL 5l4M SELF-DRILUNDSHIMHEIGHT SMEWSO&VS USEO INTO WOOD AS PERTABLE 2. SMS OS SEE 85 �- FROM ENO SHEET 2.ALL WOOD BUCK$LESSTl BLE2,THAN/-17 THICK ARE TO BE TABLE . SASH CONSIDERED 1X INSTALLATIONS.IXE%TYRIOR VISIBLE WOOD BUCKS ARE OP710MAL IF 413 LIGHT UNITIS INSTALLED DIRECTLY TO4-' EIGHT SUBSTRATE.WOOD BUCKS 1B DEPICTED AS 2X ME 1.1?THICK OHT ._ USE EITHER OR GREATER I%AND 2%BUCKS B6 LATCH OR (MM11EN USED)SHALL BE DESIGNED (2)i• 81 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGEINTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME WEEP / LOCATK)N:8578' DE6IGN AND BISTALL1710N IS THESHOWN OTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER _EACH END. ORARCHTTECTOF RECORD. o EXTERIOR g 88 LIGHT W%MIDTH REFERRED RHEI GHT INSTALLATION V -INSTALLATION OPENING) IS MEA TDA$FROMDAYLIGHT OPilON4 OPTION OPENING)IS MEASURED FROM 4frymd n mmplTlgwllYLh. GH EQUAL-LEOA70X - I-1MMAXSHIM BEADING TO BEHIND. ANCHM II OMETAL AFRAMEI TO METAL FRAME SRDygl _li. II II III! F(W.E IMO METAL FRAME INTO A¢TAL Dote o O .. FLANwBEOR N1o1C.5E0N7S0E5LYNN••,• ` S RR.1NN.1.e EPWEHOLE sH® - REGUDIN VISIBLE LIGHT FORMULAS oA EACHEN4 EO WIDTH FRAME SILLS ®SASHSUCKVDTH-e•1RNOANC—S _ ^^ INITE RX 0 FDMO LBUCK WIDTH pl 7 /S /�- FLANGE FRAMES JROSOWSKI VE VERTICAL SECTION B-B SWKHE n�Q-l3-II5M 'Op'.F<OIUOP; ��4' 10N.VENICE,FIL 22 5 I 05 (841)-480-1000 SINGLE HUNG WINDOW INSTALLATION-LM 05H5/15 A.['WIdlA�ER PE `�•/wl%k Sralc E• m.a ' gr. PEeEe,os CTRL OF AVM./28280 SH-5500 NTS 3 OF 13 MD SH5500 01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHOREOTHROUGH FRAME W02X ANCHOREDTMROUGHWTEGRALRN INSTALLATION OPTION 5 EMBEGMENi WOOD FRAME OR BUCKSTRU'.SEE INTO 2XWOOD FRAME OR I..F_EDGE DISTANCE ANCHOREDTHROUGH INTEGRAL Imo-EMBEDMENT y NOTE 2.7HIS SHEET. BUCKSTRIP.SEE NOTE2.THIS SHEET. FINWTO2XWOODFRAMEOR Q --1N'MAX SHIM BUCK-STRIP.SEE NOTEZTKS EDGE DISTANCE 18 114'MAYSHIM FRAME STANCE PER SUBSTRATE, SHEET. TYP.ANCHOR TYPE. SASH VISIBLE !CHANNEL EMBEDMENT AND EDGE ('yam 1B UGNTWIDTN 17 DI —1 1_ 1 SHOWN 1 SEE TABLE 2,6HEET 2. _ (SCREW SHOWN) 44 BALANCE TYPE VARIES EMBEOMEN7 - D iM MNfSWN 42 N4TN 8A511 _ 1 EMBEDMENT AMPE. pISDGE ANNCE Q 1IJEIOFf1' 31 - EMBEDMENTANDESTR , DISTANCE PER SUBSTRATE. ATE, O SEE TABLE 3,SHEE72 18 (MNL SHOWN) EXTERIO$ 87 TYP.AEMBEDMENT AN PE. _ �'1 INTEGRAL EMBEDMENT AND EDGE TB o FIXED VISIBLE V 3 FW DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP -1 UGXTWIDTH �- FRAME SEE TABLE 3•SHEET2. VISIBLE LIFT AL FPlIA1E 1 SHOWN - (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS: NOT IES' SHOWN (— 49 4e x1 'FR MMEENRvµoT 1)USE ofar AUCKWIDTH HORIZONTALECTION C C Q CENTER SVBSTRATEJWPROWUA7E 22 FCRWmCm ANCHORS LISTED ONTABLES2&S OVER 38•WIDE: OF SHEET 2.FOLLOWEMBEDMEMDADEAPPROVED MULLION,FBC COMPLIANT ALUMWUMASTEEL FRAMINDOR STEEL STUD. 72 D ADOADDIDONAL AND EOOE DISTANCELIMOS ANY iN SHIN Imo- MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 28 3.SHEET2 _ SCREM016.17 INSTALLATION OPTION SHOWN MAY 14 -� 45 40 47 O FROMEND. BE USED ONANYSIDEOFTHE BUCK _ O FD;I35R WSWfTN WINDOW. HEIGHT BOTTOM LOCKS: A1DORi12 STEEL 1f4'MAK 60 18 ADD ADDITIONAL 21 MASONRY ANCHORS MAY BE SCREWS asav USED INTO WOODASPERTABlP2 gM�.4(06y SEE 86 T— FROM END. THAN WOOD BUCKS LESS TABLES 283• 30 THAN 1-Ur THICK ARE TO BE SASH CONSIDERED IX INSTALLATIONS. SXEET2 EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS Be 18 01230TTOM DEPICTEDAS2XAREi-IYrTKCK GPT, (WHEN UTER.1X AN.2X BUCKS LOLBOTTOMT3y, OR Q r_� (p)p B1 •� B5 83 TESTED IWTf (WHEN USEOI SHALL BE OESIONED FIN ANOW OTTERIORI 31 LOCATIOR ESlB' TO PROPERLY TRANSFER LOADS FLANGE REMOVED TO THE STRUCTURE WOOD BUCK INFIELD WEEP, FROM SASH END. SAT gp DESIGN AND INSTALLATION IS THE NOTCHE EACNSAT RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN END. NO ANCHORS ORARCHITECT OF RECORD. FRAMESHOWN REQUIRED WFlAM£ EXTERIOR INSTALLATION 7 RSILLS EQUIREDINORME 3)VISIBLE LHiHTYATTTH OR HEIGHT INSTALLATION TNROIIGN FRAME. (ALSO REFeFaED TO AS DAYLIGHT OPTION 7Ai°n: OPTION 6 OPENING)IS MEASURED FROM 4PDR°R8 nmuNTluwll�w INTEGRAL FIN 1M MA% BEADING TO BEADING. ANCHOREOTHROUGH ANCHORED THROUGH FRAME D4TONETAL R° 4 FRAME SHOWN o SHIM 11111111111" INTEGRAL FIN INTO METAL (INTEGRAL FMnANGE REMOVED)A MVA/ O d Br 0°!c R. 2PXIlVWEEPHOLE (/((-ImlU PM°a OW/COVER®20T T VCENSF .Q FROMEACHEND. m• TYP.ANCHORTYPE, e� VISIBLE LIGHT FORMULAS TY N0.58708 -'.i`�_ f}Mpd W. D°N: fYK4ae EMIMMENTANDEDGE �D}TAINT WIDTH OISiNICE PER SUBSTRATE, ®BA9H:BUd(WIOTH-0 'r %'D. v/u7�� z a DRr+(olkv°' SEE TABLE 3,SHEET 2 - 1 EMBEDMENT I— ®FIXED LRE:BUCKWIOTH-4,Tr %y)•;� //d!!s ;'Et -CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI 'SCREW SHOWN) O A OF i NE10HTMOUAL-LITE1 '�LOHIOA.•'' \\�� 1070 TOMW)LOOY DPMRXM: Oafe INSTALLATION OWN 5 VERTICAL SECTION D-D BHCKHEICIKTa-3.1v1B M. +ICF Fl 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 IN AAlI 111111 (941)-400-1600 INTO 2XNOOD FRAME OR BUCK. S.-/Ifib; OvrHq Na Rm. I°4� STRIP.SEE NOTE 2,THIS SHEET. ALYNNM ERP'E CERT,OF AURI,123298 SH-5500 NTS snrl:4OF 13 MD-SH5500-01 --►{ 71B"NDY. Imo- +I 7S NG4. -+I 718•NOAI �+- -�-I 711 7/8'NGM �+ 5/16'A!A PVB I I 511VAIAPVB I 5116'A/APVB I I 5/18'A/A PVB- I I 5/16'HIHSG f 7/18'AIR SPACE 7118'AIR SPACE 318'AIR SPACE 318'AIR SPACE 7/18'AIR SPACE 1/B'A_GLASS VB'_T GLASS 3118'A_GLASS 3118'T_GLASS 1B'A GLASS aEXTERIOR a EXTERIOR �EXTERIOR a EXTERIOR a E%iEPiOg DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACEROR SUPERSPACER OR + CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 6 GLASS TYPE 9 7Rt' Mr NGM. �- -�{ 7/6'NOti +{ 70 NOM. �+ 51`16'Hili SG I 5/18'Hhi SG I 5M6'HIHSG- 7/161AM SG I 7/t6'AIA SG I I 7116°AIR SPACE 318'AIR SPACE 318'AIR SPACE 5118'AIR SPACE— 5116'AIR SPACE 1B'T GLASS 3/18'A GLASS 3/16-T GLASS 1B'A GLASS 118'T GLASS aEXTERI00. III G]EXTFRIOR .a EXTERIOR EXTERIOR '<3EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACEROR SUPERSPACEROR SUPERSPACEROR--• SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11. GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +� 7/5'NOM Imo- +{ 718•NL1M I-.- 7/1 6•AIA SG I 7/16'AIA SG I I 1R'NOLCGlASS GLA68 TYPE897MROWN 1/4'AIR SPACE 1/4'AIRSPACE �R� 78 RITE 7YP. to MAY NOT tIE USED 9/18'A GLASS 3118"t?GLASS-, WITHICHANNELOR 72 74 �INT[ORAL FIN FitAAES aIXTERIOR akX[EF9QR o1A.43TYPES s.7.e.it.t0 DURASEAL. DURASEAL, 31 •I a is MAY NOT BE usEOM SUPERSPACER OR SUPERSPP.CER OR EXTERIOR 75 nlE mmznBovE a9.. CARDINAL SPACER CARDINAL SPACERIN a4pP�m«t e+tumply6{.ud ro• GLASS TYPE 15 GLASS TYPE 16 Q 38 y LYNN .P o Y:' .,.,C(i WNwE af• Oehe: MN.Iwk • =�:• No..55ST08705 •, 'A'•ANNEALED / - O�nvfyl4w n TYP.GLAZING DETAIL x=xEAT6TRENGTxENPPEyyD'r-TEMPERED BBSAE w, GLAZING DETAILS J ROSOWSKI 'S -A SENTRYGGUS-BY XURARAY RAMS BY rAMCNC. "�O��l'•.FCORtOP.•:oll 1070 TECHNOLOGY R.3 DRIVE775iRln Oah SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE t.SHEET 2. ,/7'S �A .� (941)-450-1600 � I. ��Np A L'IfSPSm ,euut,PE Or OF Am 12929a SH-5500 I NTS 1 5 OF 13 1 MD-SH5500-01 PFJ fid705 T BLE S• E Dhrlya•r D\aylnPnnal4n�M• �re� ONgnVmaan,bNeO oarolya•• Dnbn Pmaam,bae>• _ 41\• 44T\a N•SOD b b bGu•feR �� ufa •D3D/-'IQO bKNNI bNt l.rl 9D 6pra• 11]01 •mD oA0 r1e0 AD p iOr Narawatl tMO YaO b Fr Neemr\rM Wo T Wn•nAm •m) Jp0 • 0 10.0 SEE TABLE 9,MEET B FOR a F�.le. ll.em•Ww •ml AO •ND -TOA SEE TA8LE 10,SHEETOFOR ANCHOR GROUP AND QUANTITY. a.a:vONrr fun•113a •ma Jm •na Jm ANCHOR GROUP AND QUANTITY. TNM ]aDl •me -W •m.0 aa'rrmeP aam--,9Ale •Du .� •ND JOA n.on cOrlar nen•RDsi •eL Aon •mo �-2•-8. /Y`+ " .fi�t Na® aAa6eWDD1pOmaos.eD..e[DrY.TmTLfIrrIeroolMoN.o.NorNeiArsmaare1uM,r.rNmnvCaaeIhOlr1 mrvlOa•n b:..eqlaerrNr• mfnwI1„�a�aaWnxw1al1umm6beasabenbnnn11nnnn1n11rilT.•.•-•-.•..•-•--.anna1Dw'aaanv9awf01aualesmab6babbambDDeerorotlaftltlalronwrorotllf •••••+rr•�r••M....rmeamemmamemmmeeOeenDnaADoDDnDpD •----A-AAA�J.--AJAJmrmRmmRDmO0naDDDaDDAaeboDo .•Nr•M••...••••.++mmmmmmememaemmmeuus1DDDADDanDn0oDDDD JAAA--JJA.•.---�Amm�mmaTmm HEDE —D eOD.an AnADDeoDaDDr �— C1}I NHEE(TDNE_OR BM RA 27 23 S— JAMS3AM6 $ABNBFm� RL SASH HEGHEIGHT HT grkmaw nb11•wbro •®0 •AD • .AO •- BM1aMI 118n-aala • JOD •mD J00 TNM mb11•a1.eM •65D -i00 •050 -)OD 23 wsro:a.o. nan.aew wm -an mo aD 23 earn. aan•albro wnD -mo •mo -TDo SILL9.ewwN� 9Dn•aafe •mD •mD rem -mn SILL M fLaaW aAll•Rbw •ma AO reap AD' oa®m. 'n-am. wmla. wbn.aero . rm sf . c.aDer. aottnute rmo AO .mo ma --_ U.eN•roatl -ao An e Trr Anl•b1AN rmD •AO rear. abli-aobw +mD • . :e\o •ma " SECTION DETAIL FOR WINDOWS WrrH cora• may.me+e wo .rae •mD .5no _ re o.r.m. a .mD -mo raD • SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6.7J60-Il OVE '160 LEVEL R2 REINFORCEMENT&GLASS TYPES 5.8,7&8 (REINFORCEMENNTSSHOWNINFIGURESABu.umetr. arn.Acte wD <iA (REINFORCEMENTS SHOWN INFIGURESABOVE APPLY TO ALL FRAMETYPE98 eer.f ouw•able •am .foD ma—..wAPPLYTOALL FRAMETYPES6 CONFIGURATIONS) Fare• al9.'IDp JaD •m0 Len CONFIGURATIONS) N Grf®m. aeDn. JOD aTRmnanwm BrudMIRL aero-aAle .mo Jm . 6eA 9eHAa a1QlapCrnn.+db n.n iNr.l n.a« Tao Aa .mn mn gen {{ SEE TABLE I0,SHEET 9 FOR ANCHOR GROUPAND QUAITITY. MOAN r R.&km M d ae Prader I N &I LYNN 4,,!,. M.. S`F'r•. 1JCENSF'•.•F,p: NhWM Bi'• Dd. Ravhfm! k:. ND.50703 ••' Gam • =G?C1 a� DESIGN PRESSURE TABLE J ROSOWSKI /)USE THESE TABLES FOR ALLN1NDOWSINSTALLFO THROUGH THE FRAME OR INTEGRAL FPI. P; S IY� 1070 TECH NOIDOY 094E Ima Daw 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IShR PER7HEflGURE i�(t�'' (ORIO�.•'• N.vmm FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR S2ES NOT SHOWN,ROUND UP TO THE NEXT AVABABLE WIDTH OR HEIGHT DIMENSION SHOWN '� S/ ��>G�` (9D/)-am-18oD ID.."- ON THE TABLE. K UrNN Ni1miL P.E P. Dn0.5 CERT.OF AVRL f292ae SH-5500 NTS 6 OF 13 MDSH5500-01 E LE E, w.aio t�nwepe 0•YplPmaan•aarl qna M. e•T.esae oar H.ae DaabnRawnm•El° a•1•LI.•�1 b P asa•In Ylr b•« Ynw•� m1P 0a nT•grOuiW]a Tmram as Eaww aaa •norms•mn mi110•mn•Imo zu EwM. n»• no.oaalm•mob.Hoo•n.a+oA•Tn1 nno•mo-m.o•Tno•nno•n.•-nno nn°n+ao s-omnl lUii•a110•roa•1qo•n0-1r0•nD.1110•Aa•ltm 91rWr41.1• nbn-IU11 •xie-0mC•RO Iu n.Atm•no-u..-...•Tno•"..•R!-nno•A•-H0.0 a Eaaw• ummme L-•InD.m0 6110•100•rtlo•A0 amp a E•/a• ILr]•11e11•n0 Me•me U nra.• nno•R1 416.•RI-nao•mD•lra•ro0-Hm - arw•rrair• 1Wr-HAm pea•Ira•a.nine•roa-1100•AO da• eaaallatra ILDI-fldm•me 410o nno n.0 aro°.m•-Aro•T•-Im0•m1 Mm•nA x160.ne mao HEADER T•W nsn•are•n0•11m•no Map•AD-11.0•aD am0 ahlaxM•R••InA•Me U-110.°•na•nno•nr•660•n0 nno.rap Mno-11-M aam.•Imp. nam•»sA•mo•nu no nao.rao-1ma•mo Mao elmmu•s• n.la.am nn.o.rao n1 Mao•tm H...•ma-nno•ms-nao•Tao-nu•no.nao 26 ass EDW« nan-mrr •mo mu•aA nmo•Tm nno•me•lmn ase E«br1 n.n}•man •»o•nno•mv m.1 •nDtunno•RO AIaO•An Mn0•n 0100 -ttm•ne ma Mm•roa•nno•rao-010.0•.lun•tm•um.Im•qco.n0 aam ere•u am-+uu•ns•wo•R0 TU•11.0rao mo 11•r .mmmil" •n0•Me•n.. TU•1100•Ao•1110•RO Mae•RO Aa•na 010 Hm ma - -1160•xi0•110••RO-+a0 ora•aam m.m•aae: •m0-IIOA no.. nn.-110.0•m!Mao•rao-nao•no H.•100MEETING RAL •Alm nT nap.TOe•1161.AO am• +!reap• am 11b11 a6••1100•A• 01-Ileo•-no Ma.•W.0-n0.••m0•11e.•na-Me no Mao « Ep/i m60-aba•Ao•Im0.AO 1160•n .1R••a0 sta• « eiFlael m1TI•aar •ria•im0•m•-1101 1111•1160•Aa 1660•aD-1ro 1100•tlU•me-fao•no-++no T7 abJePaarl a.ni•n0r•mD pan•mD-1m••Ao•Im1•no-160 Ba nelnaa fLm•mdr •x•-noo•n nao•}u M00•m•-1160•ne-"Go•na-nU•AA•11u•nD-tile d mvraa umrnum• n•lad.mo Mu•rao aus•me ans ossein lasn•aala•Tao•noo•m1-Hno.me•nno•Tno nap•m0-na••Toa nno•m1 Mm•mo•rm1 45 0601«1 1..•1.66 non.InA.no-Atm n0.o•Iqa 1ra0 dm0 av0a 11.W-par•}U•nno nal-1160•TO•1R0•mo 0+100•m0 160.0•m0-IM••mo•q1.1 Hao AU C T61 x9)•.61 •M.-•nA Co.•Av ma •Ao•mA Ire. ]19]-mall _•nm•m1-Ifm•mo-1100•1 -+160•mn nn.•T6e oeo nU no •Too me •!5 s nrmo.p. ma •1Lm•ma • --no.-C-1- seMcrlp ]u11-]tav•rao mm•A.0•1+10•m0.Hao 1104 nrA•m0•"Lo.•m0•tap.Ro•100•ra•ams JAMB Fara• pan-ESO .no•Imp•xiA Mm•Ao.1m0.a0.0 uae• man-0006 •rat nlm•m0•nao•n0•Me•Ta0 1610 nal•1110•m!-M.•me nno•n0 Mao pnEA yy} Y q•N61Haan IT¢Ir•nIn•mo-1101•Ra•11m ..amo•R0 nmo « ere�rrr•a psi-mer•m.nmo•RO•HOA•m0•nao•xii-nao Nm-110.0•Re nne•A•-tm•noo nno CCCi••JJJ HE"m o.rve.• II eIT-n.em•AA.Imo.m0-1m0 000 nmo.a0•IAO daaa•n• 14¢6.naA •T.0-na1•mr•110.0•xi0•nm•m.0'no •mMall. •110.1 Hao•110.6•m0-+nr•rm-C wver.a. nevuaa.ron nmo.no nmo.ma nno•no nan oslseu Geri•tun •me•nao•aa nu.0.mo•1110.-no•+aa•ms alas nno 6160•Tae nm.•mo•nn° SECTION DETAIL FOR 3 an61u am-lam•nn.Im°.Im•Imo•mo-Imo.ne anA g enaw 1_=* •m•-luo-no•me•l-1606•n•nu.a MCI-nne nua.ma•roa•mo-rao WINDOWS WITH rrr ame-ate•mn aq6:mo aoA .Ao ma.tm ma Ire! npr-aaa •ma-11ne--Hao•xs•nao•Tm•1ma--m •mo xo noo am -Me m• el.a eup• 0.)000•rm am no-Imo.mo.Imo.mn•nao ege.6am To- .no moa•rap-11m•Im Mao nm•11m•m1*las•Tno-nao Hne-1na•mo nao LEVEL R3 REINFORCEMENT 25 g Eaue• a•I}.mdr.ao nao•mo•un......•mo amo Eme• assn-mem •mo nm.o•m.o-m.e.me Mao•Tu ams•mo 410.6.no moo nao nra.ro•060.0 &GLASS TYPES 8.16 60•.10 a¢n-a.m•mn.saA.ma nrm.Tm.um•xio.Imo ua•anu m¢n-man •ta!-+Ino•mo 6104•Teo-nno•111-uae-rah Mao•Me-fa.o•mo-1m•ma Mn° (REINFORCEMENTS SHOWN SILL ja a•n t`Na0D0Ye n.en.mw•mn nm•ao nLLa•Ao apo.Tm am um e6awrar. fr.m-man •Im-Hna•me nno•ma-nao•rao-1161•mn-tuo•me-Alm•mo mm�•r°Mao IN FIGURES ABOVE APPLY j Wlrr,tma H¢Ir•Ii.nO•im•1400.WA-t q0•mo•1+m•ra0 Mm Eva®°u a•mn-1 1 110.0-1us na•6160.na•1mo•mo 610.0•Ao.Ir➢.m°.Me TO AU•FiW�TyPES6 asaeo-. n-Ndb•}m 4-•np amo•rao nae•no nap a.....1• v o•roa-Axa•me-nas•n0.-nao•mo•110.0 vas nm.•x•nrm•A CONFIGURATIONS) 1106.0 110!•11.5. •Me•la.•RO•160•Tn0•nao-an.0 ®0.«n 1191-tm11•RO-nU•nA•IInO•T.1•H0.••m0-nae•R0•1qA 1104 ap.0•m0-1m1•T TMI mb11.11.N •Wn•+qA•An-1ma•Ra•nm•AA amo Turf nnlAt«1 •rao-Im0•m0•1161•A0 610.••rao 41.•RO-In0•in0 610.0•RD nno aL0-Axl eleewna a• ildl}.nen •mA-IqA•]OA 1100•ma•Arm•AA nno 1taf000r•11 ]1aT.wn •ad•nu nm-1160•ma Mm•111•fro•110 4..660•11m•m1-AIb•m0-W0. EOa•T« 0.1]+01 .m0.Itln•R0•11m•Mo*IOD•110•1 mA EarY Mni-ala!••]o0.-lr0 Hm Mm•ne 41m-Me nmo•rao-Ho-•110-tlm•R0 A}0.•Ra nozl BaweReara asn-aha•nv-1m°•me•1rm•m6 aim•R.•1n0 emaOPWw a6n-a611•Ad •T0.0-160•nA-nn0•rao nal•RD•11m•ma-0160•Td•Irp•Te•tm.! a blvn84• md1l•a0q•WA-Imo•m0 nlm•110•llm•m0 nm° n c,asaeal 661}•0610 •114 nme•m0-Mo•n..l o•m1 nn0 Ha°•11°0 HOA Mao•nn-In.•110•Ai.o Oetrvah• ndlr•mam•Ta0.Me•AO asn•110.11°0•]m"Co 0.660 m0I-fae 6-me ala.•rao 110.0.m.-nno•Tae mm�•AD 1116.•no-110.0•rao•1LL0•xo 1161 � T Qalnear fU11-Iidn•R0-Ime•AO•1pD nao-tmn•110-.m. 11nT-11.16•n•-161•R1-110.0•111-tr➢•raD-wen•xi0•tezl•R0-nae n 0-AO¢ 1 OSN1du •1m•nm.n1 6160•nA•1m0•ma•1m0 Lvaee.4 1]ri-fUte 1100 nlu•R0•111.0 060•roll•m1-An]HOA s1.1 •R0 au•no K1 1164 eM1M•I nao-1100.no•11m•im•1160 Q0.0 amp even 1LAI.11010 1600 amp•AO•110.0 apo-ql1•no 0.r •m0 m]•110 m 1 xD • s¢. T•wA na¢II•IIA«•roA amo .no nmo Rm•nm•n0.Mao ani•IQN •no-nao•m0 nmo•n0.-AHA•rao 1110!•m.o-1104•ma-nao•no Al¢nal K.0 - waalrl atal•]Ian.RO•imv.no •tm0•116 nmo•n0.•1n0 ]aniaoalE•R1-1m1 NCa nmo MA 0000•rao•llpD Hoa-nm•nA 1600•R0•AL1 ant m] _ - E«ai1 -its- •AD-1ma•no•1+m•Ao•160•mo.1m0 Eo e. asn-mala•ru-nzo.Ra•H0.°•mo nao•ru•Hm CON Hen 6100•m••ea.•m•po n Oama[e• asn•man•rop Mm•rap-0tm•mn •lna T ani-610•10.0-6000•im•ll0.0'no nao•Ro•1100•no An••m•4160•111-tml•)•m2 61•10!Paver t•.1)@•n•mA-+nA•m0•nao.lm wlm•Ae amo 6!111 m.nT-ndU•m.-1rB•R0 41m•n1 ane•m.•noo QU nao•rao-Aa1•m••Ala•xi0 ml , 006.66 Ta¢II•na1••A0•1qA•AD.110.0 Hm Moa.Aa.nne Cu+lanem and-0006•TW-im0 Hno nmo Hao naA•m1•qra•ilo au•mo ana•10.1 KI no -me m1 eanw ans.aau•R0-Me•nD 11!00 nno-Alm•m1-1m0 0.¢n-0Ut¢•Tap-Hm•m0•1m0•mA-q1a nao-RT .o E_4 esar• o-Inn•nDiln ) DN Ofal Brs .66.001 AO nro•nA.Alm•mn.noo•xi•1160 « m•urinl iUrl•]tet!•RO 1100 Hae 6600•n.A1A•111•ru•no 0.09lnrea•R10rry aaY•Y.1r•nD nap•m •Ila° 101•tml nao nra al0•q]0.n0.•alA •Td ai -no aDA •m0 mo � F7.1"yl�a mm'.do allEEn 1110 TaMA nab •TA nao•11.0•1160•m0-1160•111 atm n.n Trw 11«1 •mo-1m0•m0 nap 1104•nz..110 010 •roA 0.]d•RO 0001 •no KO•rao m0 FTaI01(ruNl°U a0i oA SEE TABLE II•SHEET IO FORANCHOR GROUPAND OUANTNY. SEE TABLE It SHEET IO FOR ANCHOR GROUP ANDOIIANFRY. hale R1M•W a••hias _ NOAO 111 LYNN rr'9� MI mi un a roymsc :�a1a0CENSF -<'.pOR•M1tl Mrrlmra' Dx. _- �:' NO.sslos Dam 1))USE THESE TABLES FOR AIA.WINDOWS INSTALLED THROUGH THE FRAME DR INTEGRAL FIN. 'v'� T �_ DESIGN PRESSURE TABLE J ROSOWSKI :p:• SIS •'w. �•, TE OF 1070 TECHNOLOGY DRIVE In. 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE ��TL('•;'O<ORIDP. -G,\•�� K-FL- SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3}FOR SIZES NOT SHDVK ROUND UP TO THE NEXT AVAILABLEVADTH ORHEIGHT DIMENSION BROWN 'tIONAI-F ` (BAt}EBD-tIS00 � Erdn sA 'MD-SH m.aq ON THE �)INHNP1lLE{t;PE. 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MEETING RAIL SHO o REINFORCEMENT .. , L O ORAES .L OE ALLEG -F 5' LL F FRAMILL FRAME SILL ,575-..� �.,�„•� i0 � 2.,oP 2.,7E ,.175 ,.6a5• D� e a -06E �rJ1 r - _ `�T ��'^�ZSjr"5' .OW � .OSP �FIXE01• LOOP .035 BALANCE SASNJSTGP/" LffT RAIL LIFT iTNI 6EVELED �. BEVELED 11 MEETING ROLL ,B SASH RAIL 17 CONE 1a bCREW COVER 19 INTERLOCK O INTERLOCK COVER S1 ORERLOCK ODRERLOCKCOVFR App—d n—dTlu3Mlh,h. flA Oi dl UY \\ �,, RetwA Bp mN: RY.t4f°i° Mul A4rmAW(T. 5a1• a1s. � WIt I 4 •776' .754' . ;'l\CENT ant,� AwinO Si' OYb: Rntlant T .035•-+� .025•-�{�-•T I � p,ylp0ca: Oram(y. O TA10 aEKTRUDEO �lRouEo I _ `13 IS WINDOW EXTRUSIONS J ROSOWSKI L0 BEADING SCREEN FRAME LJ SCREEN FFIMg -n\ 6 A E <(7 1070 7FCKHOLOGf ORNE TAN: Dub: (t,':FOUAIDp:•'G\� N.VETHOE R 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 IBD-1800 3ro,r, sn4.t Dm.Np xo Ar, PEI Uj�P.E. DER.Or Aures./22288 SH-5500 NTS 11 OF 13 MD-SH5500-01 1 TABLE 12 TABLE 12,CONT: BILI of Materiel Mil of Materiel,cont 4 Part0 Descripllon Material N Part Desalptien Maredat 1 620101 Single rams Heado ac Mee Worn fit 2 b wig Frame Heed 6 Jambe-Fhmpa PVC 48 72018869 Swap Lock Cast Zoe 3 103 Singla Hung Frmne Head 6 Janke-Fin PVC 47 72019668 Ault Lack C—Assembly Cast ZMe 4 04 filo a Haig Frame Heed a Jambs-E LeglBox PVC 49 76MI80M 88 x 11 Ph.FN SDS(Auto end Sweep Lack Screw) SS 5 820105 81VDFi Frame SW- ennN PVC 48 720200 Auto and Swap Lack Keeper Cast Zine B 620108 SHIM Flame 314-Flrlpe PVC 60 770X34PPA g8 x 3141 PH.PH SDS u Screw SS 7 820107 BH1VH Fmme 619-Fin PVC 61 420101 L1R Belated Til look Coma Key PVC 0 820108 SH/DH Forme 8111-E ual Leg/Box PVC 62 420182 UR Pull Reg Till Latch Cornet Key PVC 14 820131 Fixed Meeting Rao PVC 63 7834PHFL 08 x 364'Ph.FH SDS(Comer Key Screw) 58 18 =129 Sub Rao(Skies,Top 6 Bottom) PVC 64 420189 lT1t Lslch PVC 17 =19-- etanc—Cover PVC 66 420181 Tit Latch Rolsiner PVC 18 620133 Sub 5top16cmw Cover PVC 68 720207 11 Tilt Latch Spring S6 18 OW158 PW Rail interlock 6005 T5 At 67 420188 Plastic Tit Lstch Finger Pull PVC 20 OW144 Pull Rall Warlock Co,:r PVC 68 720192 Metol Til Latch Finger Pull Cast Zino 21 020157 Beveled Interlock W05 T6 A] 69 420180 PIM Bar Comer Key PVC ZZ 620145 Beteied Interlock Cmer PVC BO 7202DS Phot Bar SS 23 610160 Light Sash Reinforcement 6063 TON 83 720181Sash Pull Handle Cor Mne 26 620152 HD Sash Reinforcement 6063 TO N S4 720194 Sash Pug Handle With Latch Assembly Cost Zinc ' 28 520163 Slervkrd Meeting Reil Relnfomement 8005 TSN 86 7634FPT Na x 3141 Ph.FH BOB(ad/HSFAW Screw) SS 27 620166 HD M Mtnq Rall Reinforcement SODS 76 At 66 420108 IBttm Latch Strike Plats foal Z7nc 30 61644 Wealheatrlp,.18r x.270'Fin Pile 07 778688 N8 x 618'Ph.FH EMS Strike Plate Serax SS - 31 SD300 Wealheatrlp,.19P x.3=Foam Bulb Flex PVC 72 720135 Lam/LG.Sad PVC 32 61719 Weaherstrlp,.1871 x.220'PolyPft 74 Backbsddhg.GE T700 a Dow 781 81kacs - 33 01825 Weathelaldp Plug,.2201 Flrmeal 75 71640N Setting Block 718•x 11 x 118 85 H-6 dura EPDM 35 76MMTrr 08 x 11 PR PH 50.4(Interlock Mot;Ming Screw) 76 Duanex SupsrSpscr nXrvAlh Hot Mea Butyl Crnposlle 36 7WOTHPX 98 x r Ph.PH SMS(Marring I Sc 41063 �77 Ousnax Durassl Spear Composite 37 71669SP Meeting Rag Screw Support plate 60B31SN 70 CaMa1XL Edge B er Can alts 38 720210 W Hale Corer PVC Cg 81012 ExlrWed Screen Frame Aum 40 72070000( Constant Faroe Balance 31 8101/ Rdl•Famad Screen Frame Aum ' 41 08 x 3141 PR FH SMS(Can.Force Balance Screw) 33 62 7CKGLB21 Scree)-M,Cann Key rr Extruded Frame X 4 PVC 42 Spkal Balance 63 47042 Screen Cama Key with Pull Ring X 2 PVC 43 720205 Spiral Balance Sine Nylon 64 47041 Semon Comer Key withal Pug Ring X2 PVC - M 78X114FPAX e8 x 1-V41 PR FH SMS(Spiral Bal nc Be" 410 SS 66 7CASPM- Tension Spring SS 68 611116C4e Screen CUM Finarglsss 57 01815181614.140'Screen Spline MaehinefHand Rolled vinyl aMtarW a temPbka Wad✓ Iter Ill It,err Nerldtu le ode Utk 5 . 11 1(LYNN.rON,.......Mil'I, tkrk.dDr• oxer., NOslu+arrW.0 1Y:' •':>ti tkWMty. axk: lbrblonr 0 No.56705 7 `� cwt ptlaa BILL OF MATERIAL(BOM) J ROSOWSKI ' '•• �RIOn.•',���` 1070 MKNOLOGY DME M. a k: NOTM ,SS�UNAL����?:` " M't 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ttt,,,,trr• (941)-400-INO stoat• at.e�9 Nu tent 1)PVCSY ROYALWINDOWANDDOOR'62. 9,L1D7TOBE LABELEDFdiARE NOT CODE A.LYNN NaLER,PP 21 REMfii9.13,16.24.28,28.31.39.61.92,86.71,T0e7B ARE NOTUSEO ANO ARE tqT PART�7HI9 APPROVAL REa+aos CEfr.Of AWN.On= SH-5500 NTS 120E 13 MD-SH5500-01 OPT.SWEEP LOCK (� O 48 48 OPT AUTO LOCK 17 ty 20 87 ORO 6, I 48 e 1 O OR 82 'I o I � 46 i 58 O i•� I INTERLOCK RAIL 22 1 82 ORO 1D 1NIERL COVER 00-- I 1 O 87 �.� ••-e o LJ Q � •'\� �1 60 BEVELED MITERED FRAME WITH INTERLOCK PIiERIORANDE7OERIOR 161 BCOVER FRANEWELDS 49 O 72 4 I 6, \ I'� 80 OR Bt 14 44 arr.POLHAnoLE \ ASSEME Y •'• 81 WITH LATCH DETAILS 41 \ CONSTANT FORCE rO 18 O 83 OR OPT.PULL 40 43 ^42 43 SPIRALSAANCE HANDLE 83 MITERED FRAME WTTH SASH N7ER 0R ANO EKTERIOR 3T ASSEMBLY FRAME WEDS DETAILEXTERIOR S \ WYly-elm. ASSEME MBLY DETAILS �. `7�.• •.•�� 11nLM ey: �+ Rn,tlmr. 1—_7V7 •'�\ �\ _ Nu.58705 ; HUT �� DiwbBa: 9,r. EXTERIOREXPLODED ASSEMBLY JROSOWSKI NOTES \\ p STAeor ' f1 .•'•�a�: 1 70 T@INOLOQY 2DRIVE 7•L: u+M: VEM 1)SOMEJ-CHPAERTSLFARANE NS NOT SHOWN PARTS 9ONDRRAO I RFRMIL RI ESAPPLY. qw �D41) _,� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 887. �/ 1 5; /U d4SM !Nr 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS A.(J11t,J�lIER•PE. CERT of ASH.lzon4 SH-5500 NTS 13OF 13 MDSH5500-01 P.(EA R7705 i M IAM I•D1ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 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: one.DESCRIPTION:Series`PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. , APPROVAL DOCUMENT: Draw+mg No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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 manufactures.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 and renews NOA#14-1105.01 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 Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI•DADE CouNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 FBC-2010 and with FBC 5111 Edition (2014), prepared by manufactuter, dated 01/29/15, signed and sealed.by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami=Dade Department of Regulatory and Economic-Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product ContAl Fkaminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc, for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product ContrVE- miner NOA No218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FORALL LOCATIONS REQUIRING GENERAL NOTES, NONIMPACTR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS /)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE INADDITION TO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE WDWN.EACH SIT WTION ISUNIQUE AND SHOULD BE C„� TRANSFER EXPERII?HID INSTALLER FOR THE BEST INSTALLATION METHOD.OpTiONAL iXOR2XWOODeUCXSFUSED, GENERAL NOTES.,,. t MUST BE ANCHORED PROPERLY TO TRSFER LOADS AND Ape To REDESIGNED BY OTHERS. FIGURE It ELXVATIONB_,,,_-_( THE TYPE AND NUMBER OF ANCHORS I3 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED LIMITS, MULL7O2%WOOO 2 Y MULTIPLE �•—UVETatATWDM FOAYENIIW.MULL ARa1B9 TO8a 23 NUA.T01X b.YAaONiY____2 MULLIONS -� � �� VtuCi11BE0nH9DE HAVE BEEN TESTED AS'FREE-FLOATNGAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,OUT SHALL MULLTOIX&MMINSTALLATIONNOTEB_-. 2 E' AOA}L a CTAENGI%Nt N07HAYEA GAP OF MORETHANtWFROMTHECUP. MULLTOLMSONRY�. s SHEET62J MVLTOSTEELSRXI--,_._J t 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WNDLOADS CORRESPONDING70 THE REQUIRED MULLToHUU_..-__...__e a m DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECTNO MORETHAN Uta0.THE V3STRESS NCFEASEWPS NOTUSED ANCHOR SPECB— a i0 x �� /' •. IN 7HLSANCFDREVALUATION.TFE 1.6 LOAD DURATION FACTOR WAS USED FORTIES EVALUATION OF WOOD SCREWS. ALTERNATATE COPE_.._.-.d Z }g y / BAYMLLLNSTALLArKK_-_A O LLI 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OFOTHERRAD13BEYOND THE SCOPE OFTHESE t%2X.125MaLSPEO__Z_s j NSTRucTION. i X2X,375MULLSPECS-.._„_6 1%2.1a%aid MILL•RPECS,._aFEcs_,.._e 7 f / l 2: O TMRUG / T iii / V b}USETHE COMB iNEDW7LTTHORHEIGHT OF�LtYTWOAA7AL RT FENxuazadtAALE3TRATtON PRQOUCTSTO DETERMNEPRESSURESAND 1X3.125XIMMULLSFECS__.6 LU sl�traxa t_-- I 1ATM ONLY TWO FOR THE COMMON MUWON.SEE EXAMPLES ON THIS SHEET AD SHEET 3X,FOR MULTIPLE UNITS,CONSIDER 1x 4X.12$MUU.4PGCS....,_.10 ATNXU G' ONLY ADJACENT UNITSAT A TIME'Wl1EN USNO THEOE3ION PRESSUREAdiDANGbRAGE TlBLE8.7HELOWEbYDESIGH 7X1%.328 TUBE MULL SPECS-t1 q StaEMs PRESSUREOF MULTIPLE MULLIONS ORFENESTRATXNi FRODUCTSSHiLL.APPLY. t%aX.JidTMAtSPECB_tt / 1.25%mild%3CSWALSPECS-12 lENOiR 13ax 325X.100 TA7LL Sg3Ca_-IJ W 1%52. FDR ej WHEN FINDING YOIFRSiZENTNE MUWON TAALES,ALWAYS ROUND LP TO THE NEXT St10liR ON THE 7ABLE(S}. tAX326XA24MULLSPECR_t4 x �N HORQ=AL 1a5X3atXA24MULLSPECS_M `L x aEFemE E, Nom- 7)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL Be BEYOHDWALL DRESSING OR STUCCO.WOOD BUCXS BY OTHERS.MUST 2x4 x.26MUAL SPECS__ ill ,-E SE ANCHORED PROPERLY TO TRANSFER LOADS TO THESTRUCTURE.ANCHORS SHALL BEOGATECORODFIROSON RESISTANT 2XSXMMULLSPECS.-_.._17 .,, tl, AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERtAL43HNLBE PROTECTED A$REQIAREO TO PREVENT iSd%Lt1 X.t26MWi SPEt.'9�18 I- TCFIJ v REACTIONS, 30•%3.2b BAY MULL SPECS,.__/a. Q t6•X32d RAY MULL SPECS_20 FTL-64-k ELOO LLTRACOWAGGRE-GATOR NOAS +AA.UON4.PCON""CNs__2t•23 ¢ Zy m o M B)REFERENCE:TEST REPORTS: EXAMPLES 1&2 IN PRODUCTSECFA.VMAY LOAOPNG E%AMMES___25 N 'I=TS YTYPe 9)MU'WONS AND CLIPS HAVE OEM DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORDARULDNG ZN MUSTFACODE,ANO ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY 70 BE USED WITH WJatFAC1MiEUPOT-APPROVED FENESTRATION PRODUCTS HAYING CU IIENTAPPROVAIS. �' W 10)MUWONS ARE IN COMPLWNCE FOR USENTHEIIVF¢- d O it)QUANTIYOF UNITS WRNN A MULTIPLE MULLEDASSEMBLY IS UNLIMITED PROVIDES!TFNTTHE SPANAFDOPENING .. tett SHEETS 24 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPUESWITH THE RECUNIEMENTS OFTIBS NOA. d aa24 TILL LE++OTIt INSTRUCTIONS ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIMI FOR THE OPENING USING THE I.SCE.T STANDARD. tnAL oPe eHOMeTH I--Han?EERLteani__l 2)CHOOSE AMULLMTYPETHAT WB.LFIT THE DEPTHOF THE PENES Mi TIONPRODUCT'SFRAAEOEPTH t IT—'„T LENGTH I'- f, 3)REFER TO SHEET 25 TO DETERMINE IF THE WODLOACr.NGIS-RECTiNGUtMrCRTRLANGUAMRMEZDDK•. .A I r- NB El 4)FND THE C=G4 MULLDNB MULLION CAPACITY R.B^,a�FT'1 FROM TABLES IA THROUGH IBA,ON SHEETS B THROUGH 2O RESPECTNELY,11SNG ES � i�THE MUWON 7YPE,HENG'THAND OPENlNfl WIDTH QR MEgHT{DEPENDINOIFTHEMULLIONISSPANNING VERTUALLYORHORlZAN7AL,L.Y},THE / I�abftFkM Le u7H / LX2L b, uc MULI.ON CAPACITYILBSIFPI OBTAINED SHALL MEET OR EfCEEDTHE DESIGN PRESSURE REQUIREMENT(LBS. FOR THE CPENINGO6TANED IN AcapMv[a NotH 5)FROM TRE SAME TABLE USED IN STB`C)AROYE,FRIT TFEVKUE WTFIENEXT COWMN ANGHOR CAPACITY REQUIRED tLBS).THI9 VALUE__..JJ.. REFAESENTS THE WNDLOAD TRW3FERAED TO TFE Sl10,4TRA7E BV THE ANCHORS AaD Mli3T BE MET TO A7TAN THEFULL MIALgN CAPACITY, SINGLEMULLION SINGLE MIRIJON y74� e)FROM TITS,ANCHOR GWAdTY R.BS)TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ,Att``Ny LYNN _„i oP&Iano MUrM IF- ANCNOWSUBS7RATEfANCHORCLIP PATTERN MAYMPLY)SELECT AN ANCHOR CLIPPATTERN AND VERIFY THATTHE REQUIEDANCNOR ` A' FOBtTdRrt0AtlaaL CAPACITY IS MET. 1�. ttCEN F BEE 00FRESPONOWO SETA MULTIPLE MULLIONS ONS C:'• •••' ` L Ft�tF'XAMIABOVE 7}IF THE MUWON CAPACTYNLB'&Ff908TA1NEDWTHETARLEISHIGHERTHMN THE DESIGN PRESSURE REQifIREMENTNLNS/FPI FOR THE OF MG.YOUMAYUSE THE ANCHOR CA PACTTYAO.mSTMENi FORMULA'TOOBTADLTHELOWERANCRORCAPACRYRmU;RW.WITH TAB - VALUEA LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAMESUBSTRATE -STANDARDS USED: --D •2014 PLORIDABUODINQ CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATNG(LBS'FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WRIT THEFINAL MULLION �t•, TE F •ANSUAFSPA NOS-ZOt2 FOR WOOD CONSTRUCTION CAPAWY QRSIFT'I OBTAINED FOR THE MULLION SYSTDAL THE LOWER OF THE TWO SHALLPPPLY FOR THE ENTITLE L/UUFD FENESTMHON PROWCTA3SEMBLY. �i"r�(+''•.N•AYORSO�✓•�jt�: •ALLWONUMDESIGN 2-20I0 NiMLAOM-2010 B)HIGHLIGHTOPTIONUSEDANDTABLEVALUESUSEDINASPECIFICAPPLICATIONWHElUSNOTHISNCATOAPPLYFORAPERMIT. •A13FS100A7l52.2010 FL P. SOWS hgDETAILA: DETAIL B: wuw MULLION TO 2X WOOD BUCK MULLION ATTACHED 70 iXRRR} a ORWOODFRAMING WOOD BUCK AND MASONRY sacs FENsm smTE, ata (OFFSET CLIP SHOWN) (STANDAR[)CUPSHOWN) BySEEIi6 TABtEa mf68 sm NOTE T, N i MULUON ! aFl�T 1• , yya m 6 i f 1 I t In BN 6FE 916iET8 1 WNITT:Sf OR6A4•n.:. ..• � 'O E ER_ i i Ii•Z{fCRMOtE j' i f {YYECAF.TE � c srAwAND I woaTAxvs 1s6siTsefs ClIP6riT9E m6f O m � 1 EDGED13TNCE 19104 = R' i ANCE 1 FORMA.OMTf W � 0 L NaFALLEOBY a • II FOR WO170 i ! AAC>+LRB Q Na saEws ASIxA11 •"A . ' ' ' SIDE VIEW a AJMIAx1w6!$ a. ' aTANGMW M g '+. ' oTFSErMIsx �f E • • CUVWYSE EXTERIOR + • waTTumn ,yi. •4 A �i.,,w T199 �I LL z •' 018T/JiC6EOC+E 4 a M M MOM 3 ,/. " THEO£F6ETO1P 15 ANCAE>AA Is �crrAffrmEOFort µc EXTERIOR FlNslwao $ 11 8 8pa W1i0WS.8UTYAY ' `�-� W M.fi08EU5W fdi - 52 Olndil'NA6IETYPF9, � Z Q 3 TYP.ANO1Qt iYP.AN�id1 � � it�K 52 1W.ANb1di /''PEIt SUBSTMrf, PERSIAa S ID. "! pmS{WSTMTE, / SFE TMAEStMOB SEE 7AatE919/68 OE'_TA61Ea 79188 // FLGAHM WfiTANCE SULASrR� eEEIAg"a _ AND E.EaM Nf BUCRST t& Aftm , AND f NT' � m ATTACK- 6EE NATE i. OYOTlfFAB. 6NFErL . .., .• 1nl4TNSICONCiETE 0A0U SIDE VIEW FRONT VIEW mmn'1GTRBViSED FRONTV)EW .• ow>1 60.k 6FlcctA . Ate:Druo � € [NSTAUATfON NOTES! ` maT 1)ANCHOR EMBEDMENT TO BASEMATERLLLSHALL BE BEYOND WALL ORESSNG OR STUCCO. MIun1 11! 2)WWITTYOFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LYNN Y�r ONLY.BECAUSETHEANCNOR CAPAOrTY13@JIB ED PARTLY ON THEANG40R TO ANCHOR DISTANCE.THE LOY�......... CORRECT OUWT17YAND tOCATgN OFAHCNOR,s MUST SE FOLLOWED,REFER TO THETAB[ESON THE � �{�Z;`}CENSE••_y":i FOLLOWING SHEETS.FOR DETAILS A-D,EITY.ER THE STANDARD OR INTERIOR CUP MAYBE USED, , r• ,.Jf Y r; No.58705 O)ANCHOR HEAD TYPE MAY BEPANHEAD,HS(H AD OR FLATHEAD. /,� I r 4)WOOD BUCKS ARE OPTIONAL SEE DETAL C,SHEET _ ;.O'Ll a l6 5)FOR MASONRYAFPUCATK7N3IN MUAB-d10E COUNTY,119E ONLY MIAMMIADE COUNTYAPPROVFD �'�'C••'•.,<2D ECOULTRACONOREtIX1u4'S.S.AOOREOATCRMASONRYANCHOREL 0fal �os� NN•• ` tii4N QMI�`b E. FL P,E3158785 DETAIL DETAIL C: •�ff] 2) MULLION TO MULLION skt MULLION DIRECTLY ATTACHED TO INTERSECTION No MASONRY STRUCTURE aaALrov (U•CLIP) (STANDARD CLIP SHOWN) HTERSE�E�sLLED IN'TEE-OR roROSS- vAmEe a MAY BE INSTALLED HORIZONTALLY ' t TTP.ANRieR (SHOWN)OR VERPRALLY, F 12 8TAH1Me ' 'PER ATE, EEFTMIUM Ae(FS t&fag LCUPDRAWINOS,SNEET321-73 FORCOro m aTAUEOYY 6' i t !.. LT1GE gSTAN[f TOP VIEW FORCORRESPONDSilGi MtA1.fOH. Z Tte861ETH56 i It � 'P9RYA80N1Y � W Ai!(aipRg SISF-HLNeORPRE4AILL K y ' n `` aAAt10NAAD 45E9A9 on O fl EXTERIOR E4Se a91'AtaF ' TMEDFFr.1q LS _ iRLtDNFffMFDfGS M �" d a .^„OIEUEEDFOR !IL oTNfRFRALETYr+E& EXTERIOR TYP.ANfJOR O .- /-'PFASUBETRITE. 4 ,v ' ///// dEFTAetE8/S•im eV TP. p O PLR ATR HOLELDGATION3 0 O AND se TABLES Do to-im FRONTVIEW � -a( ,7_,!, ovontDwa+rre, HH---- N = SENOR S, EEETA9LFS H= N E '' srfErt, rave U.y Q 3 L :.f•'. ;» ;` ,'': ;. EDGE da w •..`.• 0OTANCE ' T maTIScolo—ORaw SIDE VIENamcomamollotQ. f FRONT VIEW SIDE VIEW DETAIL D: ' MULLION ATTACHED TO STEEL SND (STANDARD CLIP SHOWN) INSTALLATION NOTES' SfRU014RE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Pte•' NL 9EE TABLES talm ."4OUAN7ITYOFANCNORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRMENTATM A, PROD1)CFRBYISBD ��tg ,gj ONLY.BECAUSE THE ANCHOR CAPACITY DBASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE aFaaFOR e,rnmN�esmm0a FlQiaF CORRECT OUANTtTYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 1101E SaBdn�ACoQo FOLLOWUI00 SHEETS.FOR DETAILS A{),EITHER THE STANDARDOR INTEIUOR CLIPMAYBEUSGB. tOGFiONs - a)ANCHOR HEADYWEMAYSEPANHEAD.HE)04MORRATHEAD `~ ' >"®C0 Ne1G�JLts-a3 MAuw �I4IN Ore 2D2! 4)WOOD BUCKS ARE OPTIONAL SEE DETAIL C,SHEET S S)FOR MASONRY APPLICATIONS IN MIAMFDAOE COUNTY,USE ONLY MIAMWADE COUNTY APPROVED EDOE ELCO ULTRACONOR ELCO iW S.S.AOGREGATORMASONRYANCHOR8. fCRSTf}LSNO9 RYItERT1We .... FRONTVIEW i,I 1eoAAwOoaIPLUNTxmlTrfrnDluD�w +atm `��ee.d::`�EN54''-•.:P�'` ATTACMMEM BY OTHta1e. EXTERIOR M WOODANCHOASPE= SIDE MEW -x'• H4.58705 .NOTES; yry O' 1)FOR 2X WOOD41ACKED STEEL STUDS,WOW ',U�LU ANCHOR VALUES MAY REUSED. 'i�7iC''•.,FIORIOQ:--' 2)SEE CORRESPONDING MULLION TABLES, ���FS)/ •�•••i fL `�• SHEETS 5.20,FOR QUANTITY OF SCREWS. I /C1EYC 'ryl�l•EA;P.E. FL P.E.958TO5 DETAIL F: DETAIL G: DETAIL H: �_ FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CUP) BAY MU(ANGL CLIP) d (ANGLE CLIP) 9EEOETNaAE, tiY� a ET82A eFORPISTAUATIW 80 mw TosPEOErosmarturss. enrwu d MuLum T m 0 0 H V O O O O O O 0 0 j W O O TOPVIEW g K� N SIDE VIEW f V -•8 p eMa MHI'xA•%,12r i OP EW 1 i i u1 m Ip— �� OZ EXTERIOR • d+ 1 i i easTASLFsteoggfaa z �4R � z STAMA MUU—H TYP.PNC1x11 i I S iiU m ARo sites t9 fi E f i ERIOR Q 2 7 t 1 i 2MMULUOND 2rEA MU118n EIO,NV3T BE EitxUgf i I 1 4L9TAUEDIHAOEOFMY6WD. rrZQ �� �3 per., ii T%e•X.f24 {^ 5252 zvWD siMem. U Z_ Q 3 1 t TYP.tJ1HiY{ �` 'PE0.8U8 art ua-lFa 1.1dt0 wow000, aTEa,Atua Mowoao,Br m BTNIDIJIpg1P TO w EXTERIOR OR WSONRY EXTBtW ' AWN.tllloRYAi9)tAY YWw®BMFlo. Ex 3WR FROPUCTRUVISED 4 � E Mr�ewwueFkr�a. ® � (NTOYAXD.9rEEt 11 O �pl�1.p 1G-Q'Lt$.p'.S( � � amLcwoR wvonY -L tExiE �oEtlm tao /jy�6�2 08TAVCE � PFO ANCN9N M' PraBnl ouTC'm PMANCHo0. OPTION 0 6 H• NOTES FORINSTALLATICROPTINSF• SQA[R7ON 6iO.CLP&MtSiSEN9ERTED NiOEOFMULt�N. ' �`�t\.^4�U£NSS••'-••'P ' i)DETAUSHOTAPRJCAHLE FOR THE SAYOR 4.WX2,1PX.12SMtn.WN. - 2)DETAIL0:3EE TABLES ID-148 ANCHOR QUANTRIES AND SHEETS 2143 FORFIDLE Hp•56T05 LOCATIONS. •` 2)SEE TASTES 18-130 FOR ANCHORQUANTITIES AND SHEETS 2123 FOR HOLE LOCATIONS. 7.= 3)DETAIL H:SEETABLES 159OR168 FOR ANCHOR QUANTITIES ANO5f¢ET22 FOR HOLE mo ♦:(�PJ g' •lil� -7•.• ;(T E 'i 3)THE 3X9 CTP IS NOT SUITABLE FOATH6 w LOCATIONS ;APPLICATION. A:1C/ FF"7y��t P.E. L Sa 98709 TABLE 1A MuINonC at T1bM ���� OPPn}n9Wxfm tkF' rDtrMPm}aF SnO Nelyht{dridPrataWWIH1VrtFreas} Cttt'1114' 604 [pb 'RY oil OOb IOOb ODIC 14OW MOb TrtptOtrp nac.V- nw..F t.ft. Fq/ta-C, !T R14076ep 9ae..0" liw4m, WMUVtu TT'OtAi R—tilt, T^4✓db 1mT.Il6 �5{Sg-OyyL 65go13Fh p gp l�Nd* tgL-ft 1F�,Lwb1; t5gwdv tS�tSg-ft ypt5gpd0gyp tOMiypq&$ t+g�aYrgpp43 18F IAednyv qp L-ft 6nNPgyq yptSBft 15gaPispy&} I11 §I-bm rp6i(g{pblyg0 ipt{+-ft Y ll 1 11 Mp11 2C Tflf08 $ 9 28 t 3B X 98 i if 11 2d S i& i d X 2e 3' d Zd 18 2 S8 3 9d ry 4a m D {NEFW�. tib R1S 101 t265 3M at 40t 1140 Sri TO 'IM ILIA 321 "A — M64 010 at 1F6 IOU 310 KA 4M INA 010 46A 405 IOFO 310 at 406 101D 010 060 01 IMA 310 ? _ 40b 14A dlt 060 HOB 021 310 TL4 212 "1 310 VA M 46.1 30 012 NO 41A 312 H3 244 37A 312 H.0 Mi ail 30 61A 5{/ MA M H.0 Ni 214 312 AIA 240 =_ amb HA at TU 214 01 21 41.6 226 A60 244 K7 Mi at 2H 621 = AS DI Mi MO 3W At 4. 310 MA 2H 403 310 221 111 U3 210 200 mi Sib 020 Nl 6FA N7 0A N1 0A SO2 HJ N7 u0 100 MJ Ni N3 100 30.2 NF 3F.a IM 141 247 x61 to MA 20 at to 11.0 w Sit t0 164 w at f0 m O 4 !Ob HA 200 411 R0 0A 700 at 100 MA =0 31A 103 NA 200 20A 160 SW 200 3l.1 150 1P3 300 360 167 NA 2m A{A 101 Ub 311 IFI 3" 106 MA 111 X3 19 26F 161 50.0 141 M1 1H 34A 146 IN 101 221 IM 140 101 2LT 10 06b 2F4 fm 30J t0 HD 1W 341 im 703 166 a1 fY 120 N5 21.0 4S1 Z (F� 04 ?y 111 213 1" 10,0 130 10A its ISA its 17.5 led f69 {A IAJ 101 F67 151 1L1 IN mt 1!A 110 163 I01 '- TAME 18 AMMORCAPAGTYADRISTMENTFORMULA: MchoJCF A T14Y � 10� •p � in WtarM 33%m,a u Fiblcw PT I wbil (D_)X(ANdiDR CAP.,,,,,,)-AMCKDRCAF,., •- 9M'Eq tt esom 6+M'EYP W16Eb H*S d #126W H26W1 AacOotly ]HD'FgM Y.m WEb ti4rm YI►Fp Warm W'OwiMmt x MehoFCilPPM4m3 lNOaem AOpABsla ltIFr AmatLpeaarU03169Fm= Baur NB USE PACITYORARLATCORRE ONDMUCHOR Fy E4.0i—fiIWANA I? t• }N' UBC f• 5-Im 1' 31rr T }iT r O,r 036• 4m' GPACITY REQUP2ED•CARR6PCN40Wf2 TORN Q Em0a6a1t alc iw w4` r t-ur :t-iM i•1N' 1•Vt' 1.W' IAtf r War is6• vrsit ACTUALPRESSUREREOUIRSi&WFORTH£ rj Y 2 aasms u0•Mh O.a IanNOVOd4 o4fd o. 450E 056E i b zWq teor a wa w IN wa 311E a 500E OPENIN0.WHENR19lAWER TNANTHE MULDN. mp WA IYAWA IW 3Mp WA wA MA WA IPA M. OM. I-ft OPACITY(FROM THE TABLE)OF THE SELECTEDea /40p t560p 106E 50. 360E WA 7iaq Top Mous Ms2q Wb wq flmp MULLION.IT WILL YIELD AMMMUM ANCHOR WA WA NM IW WA WA WA WA WA WA WA WA FISPCAPAGTVWHICHMAYBEL79EDT0OlMA.IFY Sb M. wq a. fAb 140. Ota 30a MD IWba 221b 270E ADDITIONAL ANCHOR OPTIONS FROM THE SAnOMa /.ITYf1.—Ift6n,600. WA WA WA IW I.. WA WA WA - WA 341. 40. moa ANCHOR CAPACRYTABLE - NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GAP. [ FIGURE 1: FIGURE21 TABLENOTES:! � • + t}SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING EE . oRCP�ioi l RUVWSD wim maidFlrti SSHEETS 2-4 FOR GENERAL 808640F.5N METHODS, _ .. 1.000.}... AstFPnrcotb Flrf�j. 2)LINEAR INTERPOLATDNt1ETY/FEKI MULL LENGTHS ANODR OPENING WIDTHS IS ALLOWABLE DtlA I FIGURES'. WN -. MULAND MUAL20N CLIPS SKDWN ARE NOT TO SCALE.FOR FJIACrCIMENSIONS,SEE SHEETS 2f-23 � HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSDNAL RESTRICTIONS SHOWN ON SHEETS 21.23, yDam ROURES SHOW SUGGESTED.APPROXIMATE HOLELOGATtONS. ANGLE GIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 101 SPCCIFlCADONS HOLLOW AND ORLKJF-FlLLFN FIOURE4: FIGURE 6: FIGURES: CONCRETE BLOCK UNIT(CMU}SNML CONFORM TO ASTM CSO.WOODSK41LBEPRESSURE.TRFATEO 1' `.���:f�ENSS'••.;p YELLOW SOU7HBT61PWE WITHHAL OFO.66.AUFAWUMSHALLBE8063.TS/WDBEAMWMUMOF.I2S I CS': ••.10 • THICKSTCCLSTUDS TO REAMINIMUM GRADE 33 ANDA45"THI A(18 GAUGE}.STRUCTURAL STEEL BEAT t•X2'X:f46'MULUDN LEAST.12W THICKANDA36.ALL ANCHORS INTO METAL SKULL EXTENDAT LEAST SSCREWTHREADS BEYOND -i+'� Ho.58Tb6 • • THE MATERIAL 0106 I12 ANCHORS INTO WOOD MAY BE STEEL.104 S.S.OR 410 S.S. = i �• �� W` of �'�cssrpo 4�:I` A.LYNN f}1NI R;bE. Fl P.EIF S670S TABLE 2A �f MundD Cp,,ft r.eM ftba.VIB OPmMnWWID DOrtAIE IyaxlBmb)oT iJ161 xitpNf(kltatlxa9pM3 rD-efi%* W 60Nct 60% lob w10 Go. 10th 12Dh 14ob LOON p{ IbCayN7+ L'fP1Awp. R.GirpA.1 TW- R4bapm t+5+'- Rid-p{W mwldr RMuo� RIR+t+¢ aberP'at Tr+emov, 1ttM+WO i[wttNar nwmv RWi4+4 Trwm- T%2L375 tA•0ro tams teeew tA=mra tufa Lomb L-ft L-v L-"V t=d% Lu3fa W-ft LP ZIA S..fv 4m LavYn iOamAT tNa6p U.Moo 11 ll, 11 1 t 1 # 10m z n1- Inc No I vac I In 16/Z 6n 1700 4m IM7 367 =01 No 1116 No 160.6 6N mo - tale 617 p1. on -9 617 Jaz 6d2 100.8 61r BI.B = me E11 Dat QM me 6f7 O Nb -0 N?1 1*0 1410 MA 6W tf/2 490 a" 6117 m7 iN me 6W IWA m9 No ENT no 807 ate 607 no ace W7 607 "a me 414 SOT 90.6 am 160 6117 0.0 Too 003ri1n 1017 IN 1140 3m m4 1x 016 871 741 as as 086 046 4® 946 800 61.6 466 oLe w a. 4M 1100 31- au 4Y 660 366 M.0 N0 666 no a. 450 600 no K M.4 4m a33 itl rig 408 ad9 >m 61A In T2t i]z 52{ IOD WA Na 173 N0 040 3m {27 NO @3 8u AS in 6La M3 366 ITN 910 813 tar 460 01,6 3" m 6oh 623 324 090 270 61.0 8M 67.E tm 446 0.M 6L2 zN Lae n1 N0 200 34p u0. f9 31.t IIA 120 Y3` 2611 8M A16 w 0.3 IIA 400 2W- 103 3M 46E m (rrk ' Mh A0 2M 67A ffi K8 194 AQ2 2M M4 794 130 241 A6 tM 80.6 ]M 269 BN 311 334 A9 294 331 ffi 224 294 316 2J0 fag 29f A{ ?k i83 211 33{ m N. 4a8 me 416 930 no IN 414 2Z 371 2M 526 221 » M all 116 = 286 31.6 216 864 2% 366 ]II IRA 109 20.0 Mp %1 268 21.7 109 11A 20 M.T 200 = �� �, •�, 71h 360 226 37.9 1911 Oso ffi 322 191 26.7 225 2A4 Ide 226 226 tad 166 200 rd 256 no ia0 Y4 hM1 !!0 !0.0 2A 20.3 tTt 119 ZM /1a tm 418 24 u3 in mh me 2n 920 177 266 M.] Im 219 tJ] 2JA tm 10.] 20] 1L6 10i tIA 20] 111 106 166 10] Ill 1A 119 ffi teU 1po MA am tag 150 0.0 1pE lag 166 7 mh A6 G "'86 1M 23,0 >@ 3at to fit iJ0 226 ffi ITT w *7 10 !0.7 ffi tat 13r il] 10 160 xm tii 102 t6Z 162 Xtt EDZ 1/4 14 6A to ft] t•A -GI J { p mh 160 IN u.0 tm iso 1N f11 IZo �h 562 ffi 166 it3 � ^y 3 „rM1 {(� TABLE 2B "AnchwCi Sag9 •ANCHOR CAPACITY ADJUSTMENT FORMULA: 3.Js mnm. s.u.� itb6 PTWW IMM (p)X(ANCHOR CAP..�s,�aANC50R CAR.e C N 6AP Flm urw Eh6 vfr ad Woof i196bN 10.666 -ww MUWON OAP...,.,,,. As3orTRa vfo'ff946gem wE.169atfi vta£tWtlea<•m YI•ae.ifn4m An6AarCBPFAttimA n- A-, M- Aobr aalr(ssl lk-1.1 E-W4 USE THIS FORMULA TO OBTAN THE ANCHOR EAN fibaw6n t' 1¢ T avr }I6• I. zvr r }1¢ r }yo• r WWA CAPACITY REQUIRED'CORRESPONDING TO ANtyt• 1614' r sw• 1.v/• 1•frr 14wI�IW ACTUAL PRESSURE REQUIREMENT FOR THE No. 16146 tmm tm a rwa sMlp 0646 «aa 6mbOPENING,WHENITISLOWERTWWTHEMLUIONI00b iWm WA IYA NA WA 7606 X91 NA WA MA AOA 1YAa CAPACITY(PROM THE TASLE)OF THEBELECTEOTFOa >roa OWa 146Na taxies 6Nb 6ma WA t00a raa a69a Awa aMULLIONAT'NILLYIELDAMNMUM ANCHOR WA WA WA NA WA WA WA WA M W t9A M6. CAFACTTYWHICH MAY BE US@TO QUALIFY Wtb -1Msf4Me. 1m. Una 0.7s. 37ob "Ib asw ns. .zed. AmITIONALANCHOROPMCNS FROM THE 2A 1v4 i.tYMb acT 6 2nb astm L0A MA NA WA %mft WA atA 1YA WA WA xib Ona m6b ANCHOR GAPACTFYTABLE. ' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD C.P. FIGUIRE2. TABLE NOTES: "ROQi/CTRBVLBti6 t)SiS=SHEET S WINSTRUCTIONS S7RUCT10N8ON USING THE TABLES ANt}SHEET 26 FOR INFORMATION ON tOADN0. NYFLttYM mD SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. -N•j 1.000'r-- FaeprAnmAb •Q D 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDFOR OPENINGWIDTHS ISALLOWAME sp'n.lim DalO • (. FIGURES: MNuni hOdf3 -- 8}MVLiION AND MULLION CLIPS SHOWN ARE NO7TO SCALE FOR E(AGTLXMFNStONS,SEE SHEET&21.XL Itr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHEETS 21-23 2.0wt A FIGURES SHOW SUGGESTED,APPROXMATEHOLE LOCATIONS. �1``ON•G•LYNN'✓(�i� ANGLE CLIP MUST BE USED IM PAIRS4) ''tJCEN SL6ES 8TRATCONCRETE CONFORM TO SPECIFICATIONS.HOLLOW GROUT•F2LFA __ S7b' �.a:. 3G•••���: FIGURE O: FIGURES: CONCRETE CONCRETE BLUNIT(CMU)SHALL CONFORM TO ABTM OBD.WOOD SHALL BE PRESSURETREA7ED ` tti%. No.08705 ••'x'- Y E L LO W SOUTHERHPINEWJTHANSGOFObS.ALU(MINUNSHALLBE606A•TSANDREAMNULBAOF.f26'GRADE S3AND. STEEL STUDS TO BEAMt•%T%3J6'MULUON K. NMIAA DISTHICi(J66AUGE}.STRUCTURAL TEEL THICK TO BEAT = --� THE M4ITERLV..F ANt2/NCHORS INTOLEAST.25'THICK AND A34,ALL ANC SWOODMA E STEEL.I"S.S.OR4E 0ST SCREW THREADS BEYOND �A•: A•/ b•:,[U SIpN��, A LYNN M DE13,P.E. FL P.E.#50705 TABLE 3Aops ,„� Muibn C.w Tibq Ap[asS 1tt1S Wmm(trwtaOJNWerrlrQmiA4m)m0MaIn3NNSM{r bOnmrte9Y0Airriro mukma) Nb mb Ab Mb IOM Imb 1914 1 Imb i94C��yyD11 �r /aLTa2 7 � L � I- 4 - I-" -ON LMo0 t-ft IR- L-wv t I-"Muftnh ll, I h areAlmi if it 111111 ft if 1 111 111 11A3311111 j 1111 if 1 111 if if 11 a if 1i g111 1 a m Ii3 N n W Qb 440 am MI 433 110A TN Ins 40 100 11 Imo as Inc am Im.1 mt Imol tits Ina m1 IAA 410 1744 am liu I+m inc, ml twA Iml IAa mf IIIAI 1701 IRA ml 0 Nb L".. Its, Ina m! IRA m in. w ta. m tmo 410 •A.0 1133 IAA MISIA IUP into do INA flit 140 6m 1131 1114 Roo MwA lin 170 6m IIIA 100 MO Na j x a,11 IRP 711 IR0 Om 170.1) W Ins NI I IwJ 1 102 IT" W 1W lon 1701 7N 1a6 ID02 IAO 747 IIIA I IOU 1740 TSD AA I= Ina 7M ms 1012 ROA 7N ms tm2 I= IN `d a!L N Nb Ir6A Tal I 1701 I 411. iNt 907 Inc m Inul ow Ifni A0 Ina 07 imul im iwA OPT 14" Tit otel at NI.i no a" 6w 14141 7m Ott RT 1a IN a6A mi tt40 Ai OS O Q Mb 44I.1 733 16141 on 1171 to 101)1 ill 1008115 1160 6m au in 1"11 w 7a4 In ND Om M61 TM OSI ala sKs m NA w1 WA Ta NA $74 141 775 IIIA 1 674 mil 12iA m imn DR ioi.i m6 in. aw m.0 1 0m I N.t NT RA m KI I am 677 mC a" mi 4140 4a no m 506 sm Ta8 an AA 456 n.1 on Mi an ISA mi mb 1040 W 144 572 aD W til OttA7 Dw m1) 001 Q2 W 71.1 4N 5" ml 711 W m0 am DIA 01 443 W CLI 470 417.0 No 121 414 AI 501 MI U4 2 W!i 9- 2 Rb 5iA 610 NJ 4441 a4A Mo 7x41 iN mi to Na W N.D Ota $74 iii 131 6141 no 446 a50 W1114U Kt 410, 251 am Kt NP 251 610 442 lm N }' TDb m IN uh 4m l7'sW 61.7 as iii 4M MA Ns 114 W N4 'oA 2441 W IIJ 2R 01.1 W w.T 'aO2 x1.1 W 60.0 aN 21.7 IN IttRb642 {N 614 311ia6 W 41.6 OA pA 4M tA6 SeD Ki W K7 110 At tII JAi SM mi Ap6 34A 3N 2" W x21 N1741 4N w2 SipMb {1.1 DTl tl.l Ito KD 377 0S4 xN 70.0 ow N.D Aa 20.1 m 2" w0 222 Ow Ai wl 20J 2w xiA 2m HA mMb aL1 W S4 mT AT no 20.0 MI NA ml 240 NI 214 Z7 Ai m im no At 2W R2 ar M9 x22 fab xix w71.1 ma m2 III x0.! IH V3 20 10.0 la 161 #7 I1.o 1M N, 1nb 223 276 - AI 140 216 IM In /6A MI Its 1mb fiA 1N 1A IST X BILE 38 A. W1Tlbk ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ 12, N arbaltA mn - Klk- twtx taeaou FT yyf (Dp))!ANCHOR -ANt*ORCAP._ � p�� ArcSw TTN YIP Eb IJt0011 IN•Ep llietm YtPEke YIPReeINPM W Fb11M 331)55 Dko Y1p•LTw tw.mo mosw 4125(.4 a15t.4 1MULt70NCM„r�,.11 a•„t M4h0TCrppopma IAo- AmnAMr UbmA Appnlblp B4tM;o5l NroaFA1 s..wlasl USE THIS FORMILATO OBTAIN THE*ANCHOR a c0.1.O.ms.cak N }Itt t• ft Y 2ur 1• 7--, ,-T 3,w r 44Y Ox 4DN' WACITYREOUIREWCORRESPONDaNTOAN iYl' 13'4• 1731• r 1-1w bIH• 1-vr 1-UY 1•ve r +ale' 173'1) enN ACTUK PfLESSLIRER�UIHEMENTFORTP.E x .rs .aat/1me.aava.s toa lk TOPb b Hop16Nb M. W Nob tibri letWI. Nfp1704asapOPENING,WHEN IT IS L0WER THOU TMEMl811O1y!mb Tmb 1731 WA YW ]mp WA wA WA WA IIIA amb mft IRmb CAPACITY(FR0N TNE7ABLE)GFTHE SELECTED' lmb Tmb W. 11016 6104 6m6 WA imp lie," MI. -tw alb aMI. Rmb MILLION.IT WILL YIELD A MINIMUM ANCHOR WA WA wA !uA kN WA wA wA x04 tuA tAt Ku, nsb CAPACRYWHICHMAYBE USEDTOOUAUFY57 tab (tab mft mtb In" ft0ot nip 2Ab .MZ =IN 17x4 1506 2n iY imp ADDITIONAL ANCI4OR0PTI0NS FR0M THE Itlplaab WA 1YA 1wp WA WA WA WA WA N1b 1tlb SBOp ANCHOR CAPACITY TABLE.' NOTE:FORTHE OFFSET CLIP,USE THE SAME AFVHORPAT7ERN ANDrWCHORYALUESAS THE STANDARDCUP. -(:-::>C1RCLEDYALUES ARE USED IN THE EXAMPLE ON SHEET 24. - fIDTDU4TPAYlSED ' w1!MIHy wIIhMaL7u1• .FIGURE I: FIGURE 2: A.ualmwt00%6-0249.Cg i • * * TABLE NOTES: 1.006'r•- -B* OO D.1e 241$) I)SEE SHEET I FOR INSTRUCTIONS ON USWG THE TABLES AND SNEET25 FOR INFORMATION ON L0ADWG, Ur t SEE SHEETS 24 FOR 6E4ERAL INSTALLATION METHODS. W FIGURES: 2)LINEAR(NTERPOLATION BETWEEN MULL LENGTHS AND/OR OPOR40 WIDTHS ISALL0WASLE ;��10IT1 LYNry 4lrlr 3)MULLLONAND MULLION CLIPS SHOWN ARC N0T TO SCALE FOR EXACT DIMENSIONS.SEE 2.75M : i�•":•�1C.Ek$E:;`(F$� O HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET621-Ya C: FIGURES SHOW SUGGESTED.APPROXIMATEHIXE LOGTXJNS ANGLE CLIP MUST BE USED IMPAIRS. t Na 88765 4)SUBSTRATES:CONCRETE SHAH CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE4: FIGURES FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD S)VQl.BEPRESSIAIE•7REATE0 97Y :•U:"" 1/ ,-LM1 0 YELLOW SOUTHERN FINE WITH ANSO OFOA&ALUMINUM SHALL BE 6063-TSAND BEA KRNWUd 0F.12S t�,jJ Lb THICK.ST5ETHJC ANDAXALANC ORSINOMETA.0OTHICK NDAT EAST 6CREWALSTEELTDBEAT 'fiU. `I! F fy4k�_ • a LEAST.STE L STUDS 70 BEA MINNpiORRADE33 TALSW 7HICK(IB)AUGEA S RUCTUR LSTEEL BEYONDBEAT i%2.76'X.x7C NUUlON �i�`�C' ':F(ORiDP.+• \�� THEMATETIAL 0108112 ANCHORS INT0 WOOD MAY BE STEEL,IU S.S.0R 410S.S �,.tfiQ)y���N{ryp� C1<C0 �!L-'1).E"314 R.P,E. FL 58705 TABLE 4A MW2on Capacity Tab% g 1 OP-MmIlydm(aw eN[®!tW®{2rOmAww)" HtUN S�MItxMa sPatrlrorse6pn} Et mh wh 111a Wk wh Holo tmk 1406 Vol, 1SIZIFIX N4-VUa 7iwr7+`N ibdapYr TnyOYt¢ ILeNtgYt nVrKM mdsolt m;Traay. F-tvvtr itgY0ltp fl-f-w T 1064 R-P& R owo,_ pwmm pw-t wr!C A50Atgm. [0abn lU.dia ` lUaaO IUWnp Laadp L-kv Lw v Ladr4 Latim L9.00p U.*v Inbt Iatlo L-ft Lmft Le.{t I-" 15 ti if 1111 if 1 if 11 fill 1 11 11 11 1 1 if 1 111 1t ft 11111 11 1 11 1 11 if 11 1111 'If N " m N ab 1700 m0 110.0 151 fmA 740 IRO ATA It" SIO Imo wa DOD m 170.0 Sit i10.0 iiia 1710 at Ina WO Imo sm Jim 146 Ila 571 Im.1 1� IRO 9x1 is" 7700 LRa R1 2 W 4b 170.0 IN Ina 701 1R0 W Ina 540 IXO p. IRO = 170.0 Its? DOA Mt IRO IDS 1704 a, imA 1117 "Is aw HI.7 NA 170.9 NO 721.5 1417 IAA 60 Wax 1117 1700 iw S Santa, 1700 747 Dao wt Ins u6 /70A ml I= tome tm0 654 i7oA if% Ww 723 1526 I2M 1716 747 170] 12% 40.0 lw 11. t2% IltO 770 IDL{ 1215 1R0 7w DIA D0 1704 mILI � N 64p 1740 m Imo tit Ime %a Ima %1 Imo HIS 1110 151 170.7 1170 1t" m Inc I'm Dao 07 120.5 1130 Imo 5w 1= 1170 170.0 mt at 11% IM2 Mt 753 Ila 1R0 at to � d Sob 410 IM ima mi 1450 014 WL) M 12M 015 His M IOU p+5 1370 m pia p11 039 770 0.9 k5 710.5 720 712 DS SIU 715 MI h5 INA 715 NA all H&A 715 W { 'Wh 151A W VIA TW 12as WO 1362 ON to" 54 1212 051 40.9 WO nLx an NA 'u0 1016 612 Tao W 00.4 555 W Om ala SO .512 .O INA am 47A 700 act on 'p •mh iRt 79 1144 570 Sita 757 itaa W1 NA 767 IS" 621 525 m !A $R 714 757 "I Oo 01.0 D7 90 to 260 757 704 IW 472 707 7" m! Ail SET 752 501 ��` 36 Tth 101.7 00 lots ia7 w 00 .1A 6W R1 a* at Its 51a a! 7" 571 555 070 ma $N WA 0.W 70.3 Om 42A ON w2 w0 55.3 M6 51x 49 313 W6 662 Q7 N W Ah %3 571 0.14 415 Rt 671 70.6 4o O 71 WA W1 %.f Q! aa5 fli 41O ,mi 60.5 161 NI SR S1D ISa IdD 6. 474 41 30.0 671 40.1 407 220 01 Na 416 70h "A 6G M.S.474 167 50 75.1 146 0.1 542 QI 450 50.0 54 502 44 K4 0. S1A US Ota 1 50 476 137 337 60 629 1 421 "A 6. 40.6 425 x50 542 40.1 14M ok at 40 0.7 %t 614 4w 454 X5 272 407 Sas 515 R6 4W 3" 343 261 40 Ri MO no 107 2pa 174 W 40 211 a7 ITE 107 2Lf 323 152 40 DA 3R oh NO 3M 40.1 370 as 354 773 314 317 351 221 3m Ra we ma %1 215 SM mv 24.0 10 17.6 3w 21.0 351 11.3 Asa 103 7% (D 11� o •tok 30.1 20 0.{ 2M 255 770 251 m eta 270 225 m as 215 10.9 211 153 .2w 153 Xa Ill: VA m 253 7. Al m 236 2% 103 ia7 oa 2s5 172 Zn 153 231 10.1 167 LC fV tmb 27A 2% R3 240 15.3 2'6 151 295 167 w 152 270 X Q TABLE 4B ANCHOR CAPACRYADJUS"MIT FORMULA: d r• 2 AOahm TahL O1 ANCFi(M C�»..� 1m.au AUMal444 WrEk.' 1706. u tb6na7 P L+.w (D„)Xt }.ANpWRCAP_ SHrEt9 vreS Eb Yq'F]c.vrss EXa laaawl nzew hx saa MULLION CAP•,,.,e AfrctlolCtyPN4ma AMw17p¢ YiMEtxl;ism 1N•F1ro tBxm ttpem 37SFIW1m4C07 1ME19 uwxx , 1'- , S,krta513,-f= -ms7 USE THI^.FORMULATOORxAW7HE-ANCHOR E4pefblaU.tO 1' 2Ic r alt' i4C r 6111' t- 2- r $vr r 9.41 OA4' aw CAPACITY.REQUIREIr CORRESPONDING TO AN Ema2aNM ION' I 10 tarp•' r' +-u1' 1.140' 1.111 1.140' I•w^ 1.11r r 1dfe, t3,r .also ACTUAL PRESSURE REQUIREMENT FOR THE tAa5rn.a7r uh I63a Var[.oa abffq•il 3mb M. 434b Dao. I b DaDO wAs 1 b .41. b W. NI. .M9b OPENING,WTLF12(T 95 LOWER THAN THE MULLION .115.741 o.CragMaa laODa1 CS,042t Nab M. wA wA WA. 4091 sm wA wA WA NA wA Stab nob; CAPACITY"CM THE TABLE)OF THE SELECTED 4Aaron.r ft-IxAmb mb B69q i5mb +moos Omb SBDb wA tmb lura W . Dab 1522. 1RPb MULLIOFLITWILLWMDAMNIMUMANCHOR Arctm.a.N•16 AA ttwp4m.ImA3v.tf.4 WA wA Isu wA wA NA NAwA wA wA mw wA NA tlbb CAPACITYWHICH MAY BE USEDTO QUALIFY 1 Amtvl Flip".l7 late 1%b trib 46th 422M Wb A 171" smb INb M. 4.b 1mb 2716. M" ADDITION/4,-NCHOR OPTIONS FROM THE 2Am SS t4tA5b " LE2Nb Sob wA wA wA AW fob VA HalNA WA MSA %1- 4QM Sob 'ANCHORCAPACITY TAME NOTE:FORTHE OFFSET CLIP.USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE LTANDARDCLIP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEEr24.- 19700UCritawsiR1 m O9ttp1110a wIN fm FMLO. Bmualo.ae}�.b27b.aS fl.l1RE t: FIGURE 2: TAME NOTtS A--ptoa W LOOP'- lhpa100DW 225 1}SEE SHEET I FOR INSTRUCTIONS ON USINGTIff TABLESAND%"T 25 FOR INFORMATION ONL.OADING. BT • • SEES NEET62.1 FOR GENERAL INSTALLAT>ONMETHODS Mao 2}LINEAR NMRPOLA71ON BETWEEN MULL LENGTHS ANCOR OPENING WIOTHS9SALLOWABLE, ilii rf7 FIGURE a J)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE Y.1.FOR EXACT DIMENSIONS,SEE SHEET$21- 2,760' 1\:�iCENSS''•.Fp • • • • HOLESTOBEDRULEDINTHEFtELDFOLLOWNODIMENSIONALRESTRiCTIONSSNOWNCNBNEETS2t-4S. :' Ks FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS, a, ' ANGLE CLIP MUST BE USED N PAIRS. '4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECOCATIDNS.HOLLAWAND GROUT-FL ED CONCRETE MOCK UNIT(CMU)SHALL CONFORM TO ASTM 040.WOOD SHALL BE PRESSURETREATF31 FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF OAAALUMNUM SHALL BEIit>6TSANDREAMINIMUM OF.t2E .a•.SIALCTURAL STEM TO BEAT , SAT OF ••,; E • To LEAST,THICKS12V THICK AN A39.ALL ANCHORS INTO MTUDS BEA MINIMUM GRADE �SHALL EXTEND AT LEA18 ST 3SCREW THREADS BEYOND 1•X2.75.7(.ow IAULWN -•'F'(.ORVOA.•'\G w` ♦ ! THEMATERIAL SHO a X12 ANCHORS INTO WOODMAY BE STEEL.I"S.3,OR410 SB. (Ijfll-�C+'� rr+r f+illiii5i _ A.LYNN MELER.P•E. FL P.EY SBIDS TASTE 570 M.Man Cpafty TOM* mil: m6 m1. 701. mh 006 imh 1106 toh 1m6 It AMnpbr TyTOtry. b]Wgb TIWOLIM Rw4n01r IIq/8178 ISrro. um.0. R]e1M,0ar 71R'7An0. WrRIr n9m.. �plr Mp41m, b01r03r T-P'M-p. Rot4vft now.. Ylaiis'3 m6a�11 ut4ha L-ft tamao 2aWM u"m t4.eiro Loeite Lo1a72 1]05 Lmaep La v t++W L04So L-ft L-ft Lm6V LnteQ S1 C 11 1 L : tIIIII IIll, I'lI III11 1 11 11, 1 HI11 IIJ I i 1 111 11J! H 11 z aL o 446 TROA 070 179.0 175 1700 TN 17070 171 170.0 n4 ROA 704 170A ON IRO 510 7069 Ito 179.0 m1 170.0 1210 170.0 Elf 1760 1100 17070 ml 170.0 1775 110.0 6H 1581 1000 170.0 421 J oh IAA '004 17070 704 tm BTO 1700 IN 17x0 Im THIO 470 ROA His "" OIL IR9 1774 1AA pit 170.0 1471 im 800 to?.? t47t 7780 am 1731 197 770.0 810 Hal is" IRD MO S 50.4251.IAA 770 room 43 17070 Lip 170.0 at 1'760 100 1700 OM 1 .0 1105 170.0 727 IRO IM POD N7 IAA 144 17010 730 413 11tl 170.0 III 121.4 14" 170.0 na IOL] 407 VU ND � � � Mh t7DO 707 170.0 on tm* 054 iR0 m 170.0 mo IAA IN IAD 1775 IMO 507 f01f 401 ROD W IM 14M IRO e® THA 140! 7700 mi 10870 1401 ROA Pdi 011 INt 17070 a6t IIW'7 O 401. 1700 pM 17070 AI 17070 on IRO 705 1381 11N 1Ro As INS IiN 107.0 ON ins 1156 1536 017 111.0 1150 110.7 010 IW 444 144A DN 70.7 1110 1441 057 W{ Ilu tW DW m J mh 170.0 070 IAD 744 two IOW 1760�810 177.0 TNI 00.4 700 Inn too 141.1 Out 40.8 tm i= - 030 ta0 1234 em 754 too It's OA 0770 I= it" 81O 4O0 too ft6D ND � Q Ah /5870 m on 719 IN.0 565 161.? 444 IILI Y24 is37 in INS 788 121A 704 m 015 it1D I05 134 OS] 461 79 a" 054 SOA 744 441 III 00.7 744 s21 MS 047-Ta- all 16 j"g� 3 rsh IAd IQs 1701 W IOTA mt 14.0 NO 441 M INA 444 a64 50 OIS M )fA 505 ND NO 442 60 764 442 9.0 505 722 452 15.0 005 ml 878 40.1 407 80.7 427 � N W 706 NPS IH Ii41 421 HA lb 150 Oo 770.0 721 861 405 03 721 MS 505 60.7 IN 70.1 65a 454 721 461 DID at nI WA 50 31.0 721 40.11 451 44.1 tl1 46.1 ss1 � = d 446 181.0 681tn4 607 alt w MA 6 rs3 W4 TOA Us DLI 811 IDA 457 eat MI 6u IUs Sts 881 W./ 707 et Mi SI.t N/ at 444 OLD = Std 004 SCO W 006 56.0 64 820 00 Glp 611 67.7 110 OA 471 44.0 W 11.1 811 -40-1-44i' 465 SN TOA al 7270 011 ]1.7 el 7!70 $4 750 442 9b' 4I4 ]OA 405 200 414 2OA IDS Q Vl Zy 046 443 ISl 537 (01 ii2 t6t OA 210 36.7 442 NA 705 77.0 4Y 705 781 DD.1 142 7770 446 27.1 142 701 770 ]lA 142 360 77S 1.070. J32 213 381' 10.0 4'a 225 747 N 1441. S7 79 70.0 Urs 357 79 672 ?R 215 777 IpA 311 2111 117 762 701 21,1 79 22] 005 10.0 741 250 2q 1611 367 10.0 7D7 1770 b! tel 247 1IA 757 1370 161 3 Iota 761 778 ?SA 798 7•S 714 RI 381 250 334 20.7 - 2IS 378 70.7 Irs 156 731 704 ffi 720 ?7D Il0 761 tiD JM 79D 244 V.5 758 Ile Zn 1170 781 f10 71` Ay N 12h 9l 705 203 744 211 140 737 '750 1.070 781 NA 240 RI 750 fdi 19 14.1 250 18] 210 130 2m 141 244 i1D 267 470 No D.O 740 IfA 381 0.7 201 AA irs U 39 Q 3 Q Q TABLE 5B Q ale6et ANCHOR CAPACrYADJUSIMENT FORMULA: IL Y y IW T.H. aNd77DRG•2'.,�,,, g SotOWo OA%tla ip/CVY MifteCSfU FROCMU PTWa[A Malt (((( tY 91B EYv w'89 E[0919 F100 Yr480M 810m. N?titn] r1" )X`MULLIONCAP...,„)nAN R •" Ant21orC11PPa84t0a I2KNr4Rr x.919 fiwunem Yr EIc4110oKP0 UIIYnm 919 M.um1m V4..OVpmwO ... APyrtelor Imrm A05rCrr 9]M.lm7 5xnntosl pu" -UAE CIT FORMULA TOOBTAIN7HE ANCMOR lAO4nMMla c .7•. -Yr r 2-vr SI.T r 77077 r 2-9r r 8149 r 9,C. a5r 0127 CAPACITY REQUIRED-CORRESPONDING ROAN DaIAOAat n -tO/r far tyr ts`r r +w• 1-Yr I- 1-Yr I ,A- 1481 r ,435• -/sr tma ACTUAL PRESSURE REQUIREMENT FOR THE 171797Aa.QI rW roar P`OR b tom 09m mon t . Imq M. W. i01u 94n n Oce. 211. -Nib -ft OPENING,WHENIT MLOWERTHANTHEMU10N IAAt0as81.16•Nh O.t IBNnWi9 Q78671 41027 4mb 7mb WA WA NM NN Wo NM WA NM WA WA MW Mbi xmn CAPACITY ` (FROM THE TABLE)Cf'M ANCHOR IAtt OI9Mb.D.0./9I33 Ams I' 7m. imb 6oq 16mn 1m64 . .6mb nu 7mb 7tlq .480. 15Wb Metl ttmn MULL{dN.RWILL YIEIOAMO7IMUM ANCHOR pAaim OAYMh DQOUOip,O'do.t18N4a 1a 44 -PYA WA NV. WA WA PA WA Nu WA NM WA tYA NOA WA oNb CAPACITY WHICH MAY SEUSEDTO QLKIFY tArf46/F41b 0 fO7. tmb 2Db lob M. 115. lob 177b 7Ab Wq 192b 170tl if , M. 7mb ADDTTIONALANCHOROPT10179 FROM THE 2708181 ®LIBYA O.C7F ton 7mb NIA WA NO\ 7144 ANCHOR CAPACITYTABLF. NOTE:FOR THE OFFSET CLIP,US£7HESAMEANCftf7R PATTERNANDANCNDR VALUESASTHESTANDARD Ct7P. - - PRODUCFRRWSZm � 1dy6a5dW1b FMd; FIGURE t: FIGIIRE2 TMENOTES: HLI'X7S--I DAum'6�CCaadd�aa 4 gam. 2t 1)SEE SHEET t FOR WSTRUCTIONSON USING THETABLES AND84MT Z6 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t4i DOde 11\11111 1111 2)LINEAR INTERPOLATION BETWEEN MULL tET7GTHSANOOR OPENODGVITO7HS L4AlLO6YAFtl.E 3,125 FIGURE p� 31 MULLION AND MULLION CUPSSHOWNARENOT TO SCALLE.FOR EXACT DIMENSIONS,SEE S7iEET527.23. ���a'I.� • i i i ROLES TO BEOWLtEDWTHE FIELD FOLLOWINGDIMENS)DtMRESTRIGMSSNOWNCNSHEE7321-Zi Y':'' y't�- F7GUED RESSHOWSUGGEST ,APPROXIMATERO.ELOCATM & 7 N....8705, ANG,LP CUP MUST BE USED IN PAIRS /)SUBSTRATES:CONCRETE 9NALL CONFORM 70ACS 301 SPECiFiCATi0N5.HOLLOW AND b7tOtRSS,GEO ^' _ ;�' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-YD.WOOD SHALL BE FRESSLRE.TRFATEO q•, N Q B,,W FIGURE* FTCM& FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM BSNLLBES063-TSAND BEAMINIMUM OF,17b' V;� �L� THIOL STEEL ST4m45 S TO BEA M24IMUM GRADE33 AND.0THI2((IS G4W4 STRUCTURALSTEEL TO BEAT t•X3.i23'XX&AXUDN O AA •`\'S`: i LEAST.125 THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEHDAT LEAST 3 SCREW THREADS BEYOND (1'VFMRLSON) THEMATERML#10&412 ANCHORS INTO WOOD MAYBE STEEL,IBS S.S.OR41OS-5, 7�77SS/ONA1i 1`414 A.LY{�IN11 LIER,P.E. FL P.EJ 58705 TABLE BA � MuMonCapactlyTablo p(yyy'fBp OPenCrytY10N{fN'NipcSP7ap1MIBtOWORB}%0P1Nn9 N1WM@ttic6mte5ryP>$sttOlNFom) �+�7• Call WY Rb Nb NIS, IWh IRF lob toob iWrpdr 4AORi•l6 R-w%Pb 4Ty01•S1. R+Ntl•Wlr Ttww_ Deb Wr RWM-D iYeO,p� OTTS•'0� ft..w 4aMMC 1<afaq.6• wm.,Q, ft-vNr UfNOMt4 nw WD• TnMpN wi � yp 1.4x.126 L-ft Li t-ft W Lmma L-ft ll1♦,p t11!• Wf0• L-ftL--ftt6W a1-ft -ftLmv NLn4aW L 941 L-V K YY AWm,Tube $y§t yp6 'pqp• 'y¢y 'pgy yyy a pyq yp6 t ypy yyp gpi Dyy. gp6 ypp t fill W17601I g Oc O J6 6 O� � 06 a O� c O Jt 6 0� O� O g f i O So ta Ch MS) pA MC 4 I im0 TN VLC 47S IRA US, MCI 6W IRA M Me I 61• 1RA /111 I70D 91 MC INC 170.01 91 1t" NUI MO j nl 145.1 t4 IMIM 127.1 140 1700 En 0 (D �! tt) 4ph IRA 105 110.1 ni 110.0 NO 770.1 ODI UOa 4n 170.1 410 1RD Iro Imo 451 Imo i2n IRA 6n ICb] 1705 ITOA No f50] 139 570.1 600 1fIJ 139 im0 110 %3 INS Imo NO 7 60',Imo 70 1t" O% IRA ND IRA 91 Imo IW IRA 454 Imo 111 1740 TA 7041 IIID IT40 70 IOU 12M 170 79 111.1 191 Imo NO IWA 1235 /m0 ISS %A Ino fm0 np 2 GELT Nh M0 70 I= 6a 177.1 W 174. NI 1740 1 1110 170* 745 154 7145 im0 19 13/.2 119 ma 457 =a 1105 Imo W IOL it" Imo Mi a" 1145 Imo Nf m3 ISO tm6 9I LU O ®b 170.1 69 1m0 IN f9f iNI /m0 1% HZS 1W IN.1 pt 19.1 IN2 140.7 516 1111 1W IN dl IWa 1012 1302 Mt 114 ISR MI TN 71A INS U&I TN 9A INS 9L1 745 � m 9h I70d 150 MA74! "'209 1014 iU 1ND 09141.4 NO 1114 m2 /HA M 1040 bU 121.1 m8 MY m ti4.S m745 M 1014 TN NA M 100 145 ISLY 09 M0 M Wb 1044 N} 1. SN I%.•,Do 1LL0 T9 Mt Ni I= M IWA M In.? TM 11.0 NT MOST IN 127 M 1%1 m pU 457 %.1 713 9.1 M 040 711 NJ M 04a Tft 2 ti] nY 13L W 1421 TW 1173 W t11A 79 %O W 1010 T05 11A M M.1 458 m6 Ni W.7 000 04ON 121 R8 Nl W 6H 763 i1! W T26 BSI 47A W il{ 9t G) Rb 116.1 79 MY.Np a" 79 IWA 419 US m 9A W Tu 79 410* 471 042 79 m3 M 57* SN Ott NS NI m2 9S m 4t.3 In 6x1 O% 141 T9 9.4 pOD 7.y L N mb IWA TM US. 91 NA 724 01A pl RD ml 510 W 0415 7M mA 40 !0.4 m1 at NI 94 TN. 9A m KD tM 45.3 On Not m4 oil 667 33A 7M 2t6 Ns t5' ph ND W HD 49 5L0 US 9J 445 SIT W EL 49 215 W 141.114% 7U W 04 451 14A 647 346 445 21• W M* 4N- 21.0 W 32.1 430 21.7 W 347 4n %b 173 41t 641* 4% OA 07 w, 410 .40.0 474 452 412 3541 475 3#1140 0 411.4 M NA 400 247 470 SZO 303 2L 471 345 345 245 im - 39 17* NB 2A1 A• N .O 1NY 40.1 7n 11.1 M1. 336 m NA 456 m1 31I SP* 110 742 317 2DD 176 IIA 1% Ma LI 541 'Sm 221 317 ip* 3" 140 SIO IU >n 11.1 345 N N fl1h pLt 55T t7A Sm 341 7!i 71A Np lOb SSI 9A 345 233 SA 3i{ 701 NO 177 9A 303 SO 301 241 245 iM 39 AA SIR - 'x IRb 21U SW NA 9• 24* >m 241 %4 9.D 700 n.T 2R 745 SW 103 0% IG m1T3 29 ` 'v y fNb AD nT 0] 110 _ Q x Q � •'i' TABLE fiB ANCHOR CAPACITY ADJUSTME74TFORMULA: fW E 0 Tstd1 ib• ANCHOR CAP•.m.... -B ' 6,bMl 2tPlcrtls lNC Nob1pW 141 i SYN (OP��xA-V` ,mANCHQRCAP.w MchorCl 8 A4iD• 31WOMIH m IWF.I•nom ALO riCFbDWIpm ix•/3xf9Cm w.aE4p YPYE3s fxwoo mewonN.x 1t231N MUWION CAP.,e,m, _ MI:bo1CIP P41MIN t7Uaem ACSPS u liplmm A>$404be NN•9S)&-M L;;• 37 USE TNISFORMULATOOSTMtTSIS ANOWOR FON 1mu 1 TVA• 1 1• 2-IW 30C 1• I Vm 1• LID' T StrC Y OAC VAI• 0.1x' CAPACITYREOUIREWCORRESPONDINGTOAN, TxPeS1.100 iav fau• lav faa4• 2• tau• 1 .14. 1•114' i-N, iax• Vw r taq' 1aD• n,W ACTUAL PRESSUREREOUIREMENT FOR THE SArolw®AlC Mf3,.GIBYm1np6NOq 641 SRb ]9b b No IN4b 90b ]DO 3Nb. 1404 3T4b W. N1b Nib NIb b OPENING,WHEN IT LS LONER THIVITOEMLRAAGK 4AOcron 2.]S Mh O.0 16YOE.6bICYap Clp P11.3I IWb tWh4 09145 N1Ub 1Mb MU MW WA 4]Db WA 610145 .WA (772b 6451b 11Rb CAPACITY(PROM THE TABLE(OF THE SELECTED pAnefOIT I-W,OA I st-b'INDe.00., NOb NWB M WA WA I2t MC r. WA xA WA WA WA 139b TTNB 9901 MULLION. WLLLYIELOAMSH ..27MANC}FO4{ 4--CSTWno.C.1Pj30 Apb6NIFtiS MOM �'-OA 590b 16DOIb tw. NOb lm 1. WA "am �7Nb W.. 1S%b MIDI NS" 11Rb CAPACITY WHICH(DAY BC USED TO QUALIFY' I. -IAtphla 4t Ni�oD,l(D SNArW D•1f(16 f1TDb tOWb 2NOb R41b 1t0b Wb WA $'Of U22b 132Gb MNb I@3b 13Db lmft ADDITIONALANCHOROPRONSFROMV14 47uON4T GOASAYS QC./pdk ld0.t46•A4n.I[• WA WA WA WX 52A WA WA .WA WA WA WA WA WA 1AOb ANCHORCAPACITYTAM � _ PRODUCTREVISEV2ANMI(02394b4C/F4QCp", . 39b 2mb R!b 4Mb WA ,3B0b WA' 315. WA WIY WA 141b 142b pla PR UcrRE ISED, Id 4N63Wa SfTMAOCJ Ti7y 46ob TOOb A0A WA WA WA Sbb WA !UA WA t0A WA mIb BSsb 11Rb NOTE:FORTHEOFF6ETCL1P,L19ETHE SAMEANC)tOR PATTERNAND ANCFIOFLVAI.UESA6THE STANDARD CLJP., 1.100'-� A Wj51aD D•e��►"ba•41w'AI TABLE NOTES; FIGUREI; FIGURE2: FIGURES: FIGUAE4: FIGURE B:FIGURER. MfuN F1ob�2 1}SFE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR WFORMATION ON LOADING.SEE 111\3 t I 727 s s • ♦ s • ♦ • • • FT• • SHEETS 2.4 FOR GENERAL INSTALtATON METHOD£ • • IS Z)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVAROPAIN6 WIDTHS ISAUAWABLE ���,p�•:.:t\CENSF''•.,�Q��i� 3)MULLION AND MW.iJN(RAPS SHOWN ARE NOT 70 SC/LLE.FOR EXACT DIMENSIONS,SEE 61EETS 21.29,HOLES 4.c No. r 450.sw 70 BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRCTIONSSHOWN ON SHEETS 21.23 FIGURES SHOW FIGURES: FIGURES: FIGURE7: SUGGESTED,APPROMMATE ROLE LOCATIONS. LL �6.. ti • • s • 4)SUBSTRATES.CONCRETE SHALL CONFORM TOACI 381 SPECIFICATIONS.HOLLOWAND GROUT-FED %� T. , � • • • • �� CON CRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C40.WOOD SHAWSE PRESSUR&TREATED YELLOW II--1Z6' %ry.(�•..N SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHAW BE 80046 AND BE AMINIMUM OF.125'7WCK STEEL 1• i��r '•loR�n?:.'\\[a ♦ • STUDS TO BEAMWIMUMGRAVE 33AND.04STHICK ISO GAUD STRUCTURALSTEEL70BEATLEAST.#6.7)flCK �r2Sj L•�`� ANGLE(x.IP(FIGURES 666)MUST BE USED W PAIRS, AND A30.ALL ANCHORS WTO METAL SWLLL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATFRAI-6t0 Q I/lei Nhl i 1111 P12ANCKORSIN7D WORD MAY BE BTEEl,188 SS.OR4108.8. 1'X4'x.tTb' ALYNN FILLER,P.E. MULLION FL P•E.7)68706 TABLE 7A MWmn Ca a Table j�;��� QPaR!fIBIMa1h{5X7•ACetfapalllay maBore}ort7panl+w H.gnt WFtadxm+aNsPa++'•c mLL+asl gp�C mb 1011 mn mb pn 1m31 120Y 14011 feet kapy■� >� tx4Aknn%Tub• LA4aro Tei L L 1-104 L � I a l t-ft >awea tumq T� 4Lmft n� Leeme t-tem L-ft TI-" IxXi 1 111 fill, 11111 1 111 it, 111 h1 111 1 1 11 !! if if.if if 11 If ji if 11 if 11 J1I d I if I Qb IroA 020 Ira0 410 IAA ru IT" 4m Im0 No tn4 Me In.O mt Ina $10 1104 Life Imo mf Imo I= ty"I eM Imol tioeil I= ml in. 11M Ins 6M I Ins IW InAl mi on 1100 700 Ins R1 ties !S 1110 mt Im6 m] 110.6 - I- ff. MA mt Lroa t3rb ins 477 714D i47 iron em rma IMIJ em im6 10iT0.0 ea tbfA 2C4 fna em � Mlmb 170.0 1704 e43 110.0 610 1100 mt 1roA fou 1700 0M 1160 110 Ino is I?" IMS 110.0 747 1114 IIw 110.0 710 In.a 170 1740 700 Im.O Iota Ina /m 1105 1110 170.0 7M Mb 1100 74r 1100 to frao aee /ma of Ins Rife 1nA 7M 1100 f:Te Ira. em 1. rW trao es7 fna 154 1764 tM faa Tim tree 101 vz1 +r0. 11Da 1bt +ma fin Tmo 4H ILI m a d mb Ira0 me1740 701 Iron Im3 1100 7a ina um fmo en Imo 1417 telt 0.4 110.0 ISI trod mit" Mia Hie 1W ins uta D0.o ten Ills ten Imo tell 071 1019 ROA mY fT0.0 W Raa 745 IMAJ flit Iffeto 630 fmo im2 ina ale mo UN Imo left feel 110 me Imo It's iwi fine Rn tris 150 1146 IfS tmJ iM2 1RA 1/62 at 150 1675 110 � f 6 1011 Imo art Iro.o 710 fmo 1110 1nA 0.0 ma 1104 1100 Im1 Ieae urz 110.0 100 LOA im I0..! Ifu iml ILa INA tto0 107.1 u72 147A IIN au f4a too 1104 0] un 14oA-Uw Z nn fres ism ins am ties an i 10 tela laa fele fat floc Inn 7723 109 1067 117,3 ifm IVs Tome TNA inn INS fee! LLA tan IRA fax 184 inn itis lot no - ins 101] LT Y}W nn 170.0 11II tAa 101 110.4 1104 1104 IMT 1041 /W Ins 0.w 11" nee fml ma �A7 n0. 1163 am at it, ImA M 74A 1154 104 W eat 11x at 127 eat Iiw a] am � N ,Z nb 1LL ee, fix irae 107 in# IN lila am if tui tae wT ivii fin iia! IN- 03 IW telA we 636 1124 a6 am 6U Ifx u.0 W IOU 11114 tai mi 105 IIx Q2 Sn � '0 Ob roat W /115 IM 0.1 048 w] TZ R2 ON Q.1 Tx 67A bee nS n] .0.f ON See IN MAI 6u efA W SIA M4 M2 an 3/.e W Sao ON 336 644Q.7 6Q Q WI6 ar 24 wA AN 742 TO nt m 636 70 mt eH e i 7Q ms of 464 TO at W 415 TQ 4" 014 at 742 MAI 610 315 243 0.D 100 0.5 7Q i7.a w � � 1Sb fIU eee m.• W 621 Bea e3A 631 KTMe mA 513 of Me 4t.1 Bal lle -80. .S 11 315 6m so 42 LI am as of 272 Me faa 40. VA bel 7A.7 460• M S11b 67A 066 6ai 610 4ao 103 405 1495-1412 6NQ.0. 40 Sea Bbl 346 410 lio mt Sit 411 0.A 108 STS 410 x.0 108 ]7,1 462 0.A W ]0.3 io its Me IVA 1 444-1 S2 y IIOY 46A 111 441 W ]aa 416 0.A W 326 475 al 40. AA m W 414 m.! Ot 1.4 40. 0.A 4fl tAb 404 IBA 411 21.1 Ot 102 tTb fU >n tl] 4fl 113 371 X y V1 tun mA 100 2U Sm all n.1 3D7 tU No IU 0.T tad lm TABLE 7B C r .Md1wCe 0 TatNa a ANCHOR CAPACRYADJUSTMENT FORMULA: see pAnLLs - 3.fvn AMCHOR CAP.�•�, -T F-cm n nee t-)X� �eANCHOR CAP.,, dtr5w 1lr88 Flea b7.•Ew Viae Hee nDeM -WW •05U MUWON AnbhafCa Paaama 3118'FsoLWOem "fis'£tat>wxm ta'hem- Y1ra7miFdwx W`Ewi•rca D Aagr tM. Aa40Na scl•F1mI ib3em- avetw CAPACITY REQUIRLTDOBTAIN CORRESPONDING ANCHOR Fe01 R1Yme i' x.lm r. El' ,].i r ave• r atm r N1f z air Ix - GTUAL7PRSSURE REQUIMENTFORTH AN 1•e1s•+.Im fa4• ISY fast• r' 1-Vl 0.w• 6W ie t4 YUY z 0.1 fat' O ACTU.LLPWHENI 18 LOWER THAN FOR THE 2 1'anA 6,O.G 61mNtl•pt•Qpffa.t k 305 Smb 4mq 1 b 905 210 IM 11x5 ]IDb S11b fM- web Slib 413- 10905. OPENI)2fi,'WH@4D 1S!OWER TFWJ THE ME7ILOH DatSNn 0.0./81•Wd(r0.lo Ob ffb 3k 71061 11004 8e0b' M. WA MON WA Me. WA mew WA Me. Me- "now CAPACITY(FROM THE TABLE)OF THE SELECTED iAnWsQ Lt4/aAGGlW Ve(>C6•}W IW.4 t•pw 1110- 18AWA WA W WA iamb TTA tee •a40b MULLION.1T WILL YIELD A MItIMUMANO. B !to. emb 1095 5104 mew WA 705 nob mew 1103- m]b bmm limb CAPACITYWAOCH MAYBE USEDTOGUALIFY A.Ynm3.6.1 A. IpinlAee•mplffa. 11701. life. ;Amw m44w now -M. WA 1101. 11404 1320- 2MAIN nab Im. two- ADOtTONAL ANCHOR OPTIONS FROM THE 0.T2 WA WA WAWA Nil WA WA WA WAt4i0b ANC)OR CMACRYTA&E b Smb mb 4Wb WA xOw WA 31804 WA low N• xib Nit. mew PROFRICTRb'VISED WA NU SOb WA WA WA I WA IWAI miw Bmb. itnb - mT!!q frgMt16W0!?01Ma NOTE:FOR THE OFFSET CUP.ttSE THESAMEANCIOR PATTERN ANDANCHOR VALVESAS THE STANDARD CLIP. BmleIV Coes -••� cow)-- »j toot)»- Ameatba•NOl6^02)S.Ag - ' Ae0 ?�21 TABLE NOTES FIGURE FIGURE2: FIGURES: FIGURE4: FIGURE&FIGURER 1 ISEESHEETIFORINSTRUOWNS ON USING THE TABLES AND SHEET 26 FOR INFORMATION MIem DWe Ft6hM • • • a • • • o • • ON LOADING.SEE SHEETS2.4 FOR GENERAL INSTALLATION METHODS. 1111771 LYNt( L �� • • �.� 21 LINEAR INTERPOLATION BETWEEN MULL LENGTHS INDOOR OPENING WOT1e3WALLOWABLE � `C:'LENS@"'•,^)' �. • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS.SM -Q�; '•,iT SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS_ ate• 4•1V - Nu,F�7gS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = '�• FIGURES: FIGURES: FIGURE?: • t • ♦ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HIXIOW AND �1 G1tOUT4U.EDCOhY9PETE13L�eUNH(CMU)SHALLCONFORMTOASTMCSMWOODSMLBE' -• '•�' �6 ':t. • • • • �� _ PRESSURE-TR EAT®YELLOW SOUTHERN PINE WITH AN SG OF4.33.ALUMINUM SHALL BE UT:' ALOR10f;. (5: • THTC (to BEAMiNIMUM OFAWTHICIL STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045 .373' ,375 TLCs•........, THICK I73 GAUGM STRUCTURAL STEELTO BE AT LEAST.725THICKANDA3aALL ANCHORSL -T -r '; S/CT(7Al• •• ANGLE CLP(FOURE966B)MlHST BE USED IN PAIRS, - INTO METAL SHALL EXTEND AT 4Fh9TS 317LEY/TMRF11D93E'/ONO 7IE MATFRIAL.4706/12 r7(rx275.1 1'%4"%951 e� ANCHORS INTO WOOD MAYBE STEEL,1"3.5.DR4103,6. 'r-MULLAN MULLION A4LSNFIVLLE'f1,P.E. FL P,EJ 63745 r TABLE SA Sa NDGOA Ci P AbN }� OPIVIIIIII wrabtMIo1bMI}SptMrgaW6ao ofOpa70n0Height(bt7a3m NAly�penan5mdkns) 4+I`, mb allmb wk. 00F I Nab 120b lob tock t2A`: Raalana. 7npllop. 1-V- -TgfN+4 tt.�/.r 7q{Y7/a1 toe- it�(Its4 RaUM/S+ X-VA. Tny01W FCUR�1� b,.. P.-MY 7"... Fetl - Ilw"p. �1'iF 7.158.1 �m+0$a gp t5gaabypi 1�LggaidV Nob. tadtgpo +g{(ui4ro pO�O�yya'4} +7yimnyyi ip L.* L-Who pg gg-ft q6 twdv L-vv f+obe IOS�pga �t5gaS064pv 1gI Lo"v pp S(}--+D 1jL�lS fill lLB'� If 1 11 11111 1 If 1� 31lilt,� 2� fill,�11 If If 12N 1700 ma Imo 450 17U TN 110a m tval em 17"1 me Imo Wx ima 011 lima me mal ml ima IUD ROA ba! 1m4 14N imol ml tma im 170.0 Slit 161,5 R. tmo sm 0 OF mo 7a ImA 611 imo Pm 1N.D me it- im Ina Sea imo ft. au ml fn.0 mi M4 077 Ina 417 iMO No imJ ims imo Sea 1127 to" 170,5 em turf I m Imo m0 :3 _ SIMb imo 7N 1nA em 170-1 em I Ima m Ina tae Imo ea p.. Ila 170A 701 Ino We imo 170 071) 1450 Imo IN = INS imo 700 1113 1450 imo lm lima Nm In. im E (1) ab 174,5w imp Alx Ina 037 troA minD fife 150.0 m1500 im1501 Om 1501 1501 mowi4Le I= flap ms =3 1379 tia6 mi 101, nm I= tot six 0" Ina mi Lu WF Im0 am Imal ml 1T00 10m flu m im 1150 ROA m 13" Ila IW.41 m0 ImA Ila tors 011 1112 %"1150.0 912 1R1 I1m late 050 1DA 1150 1NA Da ma Ila INN 506 W mb ima m0 ltao 743 fiat tat Imo m 1372 Im 1060 m Imt tat 1420 110 imT 1501 tl2a SR D6i tat +767 aad aa/ !ai /105 SL e1A tat '4 at .. ima 1tott0A an aF 1m.f Der Imo im n0a vm lets as 11La'507 NIA 750 IOU am lata 777 WA mT ilu Ter 0x0 507 INS tm OLD am Im0 780 a.? 507 ee 70 e22 507 ne 715 Z V1 sg' ' IIb 1117 6a 1502 Am tOTJ Pa tie2 ma 9U 10{ 1012 mi W e0i mJ 873 713 e0/ at 5'A OLi 500 7811 em SSA ni 72a em 401 !Oa .A Not S42 a0{ SDA Pm pg > nb /50.4 m 114.4 NO 502 m ma 8H rit m MS 000 w m 75.7 me e0.P m ro.a sm 01.7 m as mo 432 m mS m au m 50.7 506 1aa m 502 eM +vU�}}' Z Taro loll 503 1mA wo s" ms mA m0' mi Set 70.5 517 e13 Im 701 450 We ms no m su ON mi 050 421 m eu_ bma 16.2 em -61 mT 50.3 ON 40.7 em mb no 515 eaa Ibr SLD 515 ma 4N 17,1 bn 80.1 NI 112 eta Na 1N aeA an ine 42P nA 61s aTJ 4a aA ae alt 41a 73s S17 ]OA 407 mA mb ml 4a F )ryC j m NF aJ 450 dse 4a is2 am 4x1 am aha 43S 4tA tot sa 451 ala 150 a02 483 ax0 STD 272 450 504 aTi 2L 450 24S aDe BPA tm Sia 500 Sx0 450 a.P No DD G C1 m as took 10.1 a50 500 at) ilA 150 au 110 503 a50 213 717 ma im 252 am as ma a.7 750 mi an MI am ILP 3m 1Lo 150 y Tit it at me a6i a90 502 a)i tot Sol 241 1D 144 250 tta las rit a1 AA 330 tot 2V 17A me i0.t tm tK X taob a,5 >W 501 2a tot am mA tm ID➢ tm 203 am 1TJ >p lel 503 ISA am 1VA 210 I/y TNb mi to teA tm (~} H Q 2 Q TABLE BB DhOrCi t3 ♦ . .. AMC'OR CAPACi7Y AOJUBTedENT FO)U6ULA: 0 d. bTeaea 0. 2n m+ne. all- xmwow -mv m No uda (D!_)X(ANCNOROAP..�. ) ANCHORCW._ '1 y rrfetNe MUl1JON G1P.,,,,,a Nabvt}pe-S1D'FanL6am 1tr NtDttaxm 71CtXDi6tem Br t2oU6alae W+aw,UI/.. S'u. -(M mYb(05 m260d AnNtorCFpPmYma un4.m AOASV emu(06)&tatA3) aoa Flsl USE THIS FORMULA TO OBTAIN THEANCHOR eos aurae r Z m r z•vr - r I xar 1 t• 1x-vr r 3.1. .o.m• 051• a2xr CAPACITY REOUIREA•CORREBPoNDING TORN _ EmRttaadfar tar sar tat r i.Yr mte, fur 1-vr mw 1.1rr r .for Id - ACTUALPRESSUREREQUIREMENTFORTHE 2,5024{ BNS ..l8lrAraaabNGp 1 n Ston 49q Emn tBNb 2roq 2mn n 70 .4" Ban 6b blip 442. aon OPENING,WHEN IT IS LOWER THAN THE MULLION. - 4ArawaptW ub ac/Dlmo.A(r0ne11 a1aa7 4mn Tn. xw Nn KA 1w amn Xm wA WA W. NA mase Ito. flab OAPACfT'/(FROM THE TABLE)OF THE SELE41ED ' IArzrmmr/m ant 2sAONsagiNpla /ion m le Emq ISmn tem.I Bron 1 emb WA Hass 74an 500. Tera. 50tH b nalb MULUCN.IT WILL.YIEtDANWLMUMNNCHDR IMroa OAYNb O.GIUCm.m0.lXAxm'F1p 4f -.NIA IBA WA tW1 NA IYA WA IW NM WA m M1 WA iaii CAPACITY WHICH MAY BE USED 70 QUALIFY . tAtxOor/ bq d) fm. limn x15q Ink Aan wn tab tnq 500. ten W. mb .17Uq bIb x50. ADDITIONALANCHOR OfaT10N6 FROM THE OFFSET LICYSETHE avn M. 3UA WA WA TA DCU NM WA FNA WA lSA atn 4db Ydb ANCHOR CAPAGTYTABLF VROOUC7RBv13ED _ N07E;FOR THE OFFSET CLIP,U$EIHE SAMEANCHOR PATTERN AND ANCHOR VALUESASTFE STANDARD CUP. -11, 11 N dVwith*.FIdhl _ N0 dZtB.o3 FIGURE 1: - FIGURE2 I--tla0•-y AasDtrlw � AbZ! TABLE Ng7F8: ' • • * !)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHM. Migi)000 ha,llat 1111 i1)f/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENQTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��1 oILY L,•;`M/ r� ANGLE 3}MULLtONAN0 MULIONCLIPS SHOWN ME MOTTO B1.FOR EXAOTDIMBNSWNS.£EE S.15B• `��"��••'r,,tN.T/,'4FQ SNEET9 21-21 HOLES TO BE ORRIM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q• •.�t • ` • CUP must SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROOMTE HOLE LOCATIONS BE USED Ii PARS' -.2857 41 SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -' FIG1aTE4; FlGU!ffi1 FIGURE 6: .:CROUT•p71L,ED CONCRETE BLOCKUNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL ='O p. • PREBSURETREA7FAYELLOW SOUTHERN PDiEWRNAN SG OF BSS.ALLMNUM SHALL BE '7 8 ��^f[ � • 6083-T6PNO BEA MINIMUM OF.125-THICK.STEEL STUDS TO BEA MINIMUM OME33AND } �EU� ` 125•XLI115'X29s•MULLION '���1�•'•.;i'N CRl0?;:' 1•'�� • .046•iHlCK(IBGAUGE)BTRUCTUAAI.STEEL TO BERTLW THREADS BEYOND THE MATERIAL t • A\`GHORSINTO METAL SM'At4 EXTENOAT I.EA3733CREW 71tREADS BE'YONO Tti£MATEIohL Nf+iN1'4FALAlON) L�`��I 010 6 612 ANCHORS INTO WOOD MAY BE STEEL.I"SS OR 410 SS. A.LY')(Hfi/1Lt'a P.S. FL P.EA 68705 f TABLE BA p � 1011119A 04"GOV 04"GTalbot RW) rrg1,., 0941An01Ngtl1(P)rW1ltafyaPurirpiniow)or tlNlp Ni1PMlbh.NaNlIT-Awmitub..) .0 LL,nC Mh 141, Mb Mh 100h two, tYN Imb 128.125 aA<I.ww TnRIN.y A.N.9/ P.Rt9.a N..Iw9. Td79wt3 PYCI.WI Ly1'nq Actroar Tnfrf4.q Bslanpm inyNNO livlb4y Ta4IHM.. Rwb9W nyaY,g RS.Yga. TwgT( ..t00 p0'p ta.Oap iYJ'q rwmpay b+i9p rr6yioy i'.M1+a [N®oTf r+r4lfw�{ ieNmy roKeyxA r�fryy t-aw --ft tuv4q 1-ft -ft /4.610 l aalDeAimTnll� Yh MO 8M IMA an IAO I TN Imo In Imo W 1mA NO 1700 /H Imo e# IMO TIN 400 6tl 1 1610 f1N Imo IH IR] llla Iro0 Rt IOIe 1111 Rao sff o0J 11Y 1mA #1 - Q Y. /705 TM R98 W - 800 1mA am IOIA 1n Ina a# Nal Ira Imo at 1w, 970 R00 ir7 Ilt] aTa me 6M KA 910 TMA Mo Ml 9n 1-1aM rib 190 Lm0 aM IU,t71 a0amh fTm NI fm.9 Yr 1m0 M 1MA 111 1- 9R IAO 8N I31.0 1R 1008 710 Im an -1 EA lah an 109] aM tl.1 Mi IMf Ms m4 tll 1tu ata 010 IR 19a2 M3 � K� Nb 1150 Tor IMA m 160 141004 6N f32.0 - SMA 1tI Its.. m Hu m 1030 100 W.0 aM a, m Im as R] M Iri1 - Mf a81 vat m R.! Mo Vat eM Mb Ip.f 1N 1001 W 114 Lot 40 101] TY 1174 IM 61,1 NI IOrJ 8M Ml iM 10'LO 0tl Hd TY 10.6, 6x1 011 Na w m 812 1M .4 M/ IAL TY 1?3 atl SO Q #b Ih! IR I#.0 #9 pA1 aM eu 1R IpL9 6M iT] 1# 915 WM] aR au6. 111 11.0 aN Of$ 071 TTA em N0 Ai Tu W Tal #7my aMma, IRI iii IN.% 670 tlt aM tai iIt 8Sf OM "A aR n] eai 301 air m A4 Mi air M,1 N1 K4 ur 1tA 410 319 NTtl] i# ili OrT 137 4tl#b 619 ON M.1 iM M.1 4Y m e1. si2 lox 04 816 M8 Ora Iat 8M 850 iM 41A ell 00.7 414 m, Mi w 4M Me ata 4e4MZmb 768 4M laT IR 34T 1M mi iM UO TDD Ki N8 M.{ tit 304 IM aai ita Y.x Stl 912 R1 ffiI 4tl Mi Dar L1? Itl Slb ]N 316 Nd Tai WMb 912 I/t 'MO ]rt N] 2T0 it1 IN at1 312 40.1 Ill 114 Tea M1 N1 41.1 010 #.a NI Tai ali Tfx NI 011 019 #] `111 #.I N mN321311gMh a.9 VI Ila Ma AA N1 ns w sr] x64 2u IT2 2u m #J ma eat 2M w T# xer xrx it., sa at-,2M lu 3# NJ tax lu f# u1 ap f;� peh m 211 ill m .1 2H Iola 2M m to ai 2# tr.0 MI 228 w 1. tN 21.1 Ni rtA MI T1J 1H 10th w 2M2a1 1aa M3 .aso no eat rtl an Na mf to zm M2 /M Y 11th #A f10- ear NT 110 211 IM IN x] Ht tU taf 4.1 216 1411 IM N NA 1108 in irl 147. tat I on I W I far 1. IV TAB LE QB 1 ANCHOR CAPACITYAO4usTMENTPORMULA-. MsimrCi TaBb ?n c9rcn. ONoas. QA` Fb9QA11 FTtW.A tw1 1(ANCHOR CAP.,,,•.�.1 > A.I.Twa YW`BE,mtlf- torn,arMRhf WM'Eta aM1TDOO WaeOV V9•x1N iA,Nm 1N•e8E1.a YIe2E0 Ir4.8@Eh.n0@Leel 1#elNl i#BM (�r)X(AN CAP.a,y/nANCHOFe GiP.� MeharClP Prtdm6 IW.em A®a01b UtAw1 AOprtNW a1m.R@sy aer st03r aa.Im USETHIS FORMULA TO OBTAIN THEANCHOR Em.pM...F+k T JI#• 1• 2"I/f Yue I• 2-10r 1• a-- z 3-m z arm P84• Am CAPACITY REQUIRED'CORRESPONDING TO AN E.Naehs i 1' ti4' ta'1• TSV` T NH' IdN^ lair 1-f N• I.vx' 1.1x9• z I, f,- ml ACTUAL'PRESSURE REQUIREMENT FOR THE 2Arclbn aM• ILG1 .-0001.It 3mb b 4504 b 1Mb 2Mat mp b - RIN Mim wa. Tet. 1924 rm. OPENING,WHEN ft IS LOWERTINNTHE MULLION - 9Annon0ale11b.O.Gt@VrtYN w@OW pb(FIiR 4 b iROb WA 1YA WA NLA iM pWA WA PA WA WA M2. MN Imu CAPACITY(FROM THE TABLE)OF THE SELECTED f AOLtd.QTNn QGt12yb8Ar{iObtPp.OT mto Twat garb faWb im. 340. "'Oft WA te0b to" TOT ft IPL. M2 at 863. t120b MU.tWN.IT Wi.t Yt69AMW2HUM AN'..'frOR f ANAra mQN•Mh O.G IVQp Nb.MPAtn IRD 41 WA WA WA WA N01 WA WA IRA. WA WA TVA WA WA WA 9504 CAPACITY WH7C11MAYREUSC�77O CAI/LLIF( IMVVIFQlpmo IMb 1M. M. NTP at3.b 1Mb 1Yb WT aro. IB/A4 #ib Nab R0. an Mob WN OR OPTIONO 0 S'FE ?AaVos ffetAi¢CtFQp Sqb 104 NZA Nal Not WA rtOb WA N1l WA WA WA Tiib Ntb aMb ANCHOR CAPACITY TABLE. FRUDUCTROVISSD . Bf ylai witb@N PF11Ea FIGL6I: FIGURE2: - TABLE NOTES 12i2Y'- A Ooaa 02� • • ! • Dow ! • -1) EE LOADNETS ESHEEOR TS24FOSOHUSWGTNE TABLESAND SHEETALLATIONMEMOOS, 6FOR INFORMATION tr7 ON LDADWO.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. F 1 FIGURE 3, 2)LINEAR INTERPOLATION BETWEEN MULL LINGTHSANDiOROPENING WIDTtR$ISALLOWABLE l )MUUMND AMULLION A.pS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSION ANGLE 3 5,SEE 3.260' .`,1�..•1tpENS(.'••_FP CLIPMU8T SHEETS 21-23.HOLES TO BE DRILLED WTHEfiELt3 FOtLCW(Wti DIMEN9(OLNL ftE61Rl(:rX)HB • • • • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOIELOCATION& ,1.^,• is W PA1R.4, I SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATION&HOLLOW AND J�No.:>f1709 n FiGURE4: FIGURE& FIGURES: GROUFPILLED CONCRETE BLOCXUNIT(CMU)SHALT.CONFORM TO ASTM 690.WOOD SING F 1-•100' ✓4't„L SE PRESSURE-TRFlaTEDYBIOW SDUTHEFW PWEWITHANSOOFQ03.ALUMNUMSHALLISE -L. �-f}'•. -!t • 608343ANDBEAMWIMUM OFADO'THICK STETS.STUDS TO BEA MUMUMORADE33ANd i ! A4Y THICX(18t'�AUGE}.STFBJCTUpA16TEEL TO SEAT LEA4T.12S THICK AND lOBALL '�'�`�'•:A'LOmUH•`/'�;, ANCHORS tNTO METALSHNSEXTENOATLEAST38CREWTHREADSBEYONDnEMATERW. t2SX32sX.I0v RIO 8 N12 ANCHORS WTO WOOD MAYBE STEEL,IBB SS.OR410 a.S. A.LYF NA1MIl1t.•P.�i`,P.E. FL P.E.t 86706 S TABLE 50,4 hDA "Sal C4D•64T01.pb•>It') ap•ranpwDel NTwntcs)yapnrtnOmspOm7arOPlRU+BNNitMAxttotcalEObswl•lIc m/mraS M. c' uF aM LIE aF 0.F pOM 1mM I/OM NOF 113119229 pItl•M#s Ttoo t" -.w. ftol ti 2.0.0. Ta ft RS61aquW wiftM. Ii "IT-Rt F-100 r Toli F-9,v TnT m fl< rb, 1+pTes4 R--%" kYyRIs !.Itis tall ttwo. I-ft iss&v, twit, 1-mq b14p L-]a L-8N ta•so tabm 1-1-11 toi 11th ia1Dt tang lftl1S tufiSf 0.X Sam $ a&gg as i �a � a� g ag s �s � €1 Mpg , I �s 1� r a a �g illz � m 3 3 f8 3 & $ std it H Ai if 11 Fa 3l Ya 3$ Ya h Fa h R�I�H 3� to 3$1a �$ fA 3e 11 91 1a 1d Ea aM 1m1 Q)11.41 IB 1N0 tN DOA 40.1176A a/ 110.1 a1 110b to I MAI SIS SHIA 1111 INA at IN.O 1N0 IRI at IT" 111 I1t0 al 00.1 DN INS at IRO IRS) TNA 611 J at. INA m Imal W HAD a0 ime 6"1 to IN. at Bu His tR0 at Ire. Im ms /n im. ta) it W ITOA 170 Dir m 103 1476 1m0 aS Nlt /10. TND 60. J 00a)M Imp 147 WJ1 Ca Imo pt MR 01 IIIA INS Dao W INA ms INA D) DLO 1N) 1]Do 741 TNA itfl Imo is I?" In DOA IN G/.6 in7 me m{ IXIA lm INA Ta mI mul SBI DOD no INS al 1m3 111/ "" Tit DTD all IN.O Sp 0" iW VIA, Sm INA Im if" Oa fat Wp me at 1N.i Ila Im3 of in.) ITS 11,01 a/ m O3 aM 370.0 0.5 MAI m1 Tire ka Im0 167 USD iN0 110.0 Iif ImD Nil Imo N4 Ism I/11 Imi 006 145.0 tStl 11011 Ips DOA 1)11 Imo la) IOLI 1611 1N.1 Im aJ 1611 IND tOp ria} m a. IRO SN 1104M6 IRO flu INS He Im m Imo So tat IRO INA Dii n" 1170 flu am 12253 tN/ OND 1N2 TNAI)m t6LS ISD 0.A tn0 Hi am Tu fn0 INS Nm S all Tito nt IRA I l0. IRO 111 1m0 Ia URA TINT 110A ISa 1.%2 1N1 t6SJ fta pLl }N4 tlT.l ION to4J W�Dtl Ia a1 fpl 611 Im nJ INS 110.0 of 00.1 INS Ri !N � � N A J mM ta.• fa! IN.O In 1)4! 7N0 1103 Sp D9J iNt fIIf 0.b t0U IN; tftf La m INS fat w at INS tat 378 at tN! O4] as SA fob tit m tTA 1N/ si,t m y No NS? NI NL!I m it" N1 IMS IS ImJ I Nt 1112 n• 102 NI MA r0. NY NI SIJ Not I. N1 aJ NT as NI aA. 1N sit N) /U - NA at mA m6 � -L. $ IF no USA 1373 i0. rite 441 tN• r S U3 /N mu! in 0.J #a its la w p{ mi TR. us at m3 in, at pt N.T NT il.i SI 9.0 at 414No a.t 4a Q O6 { � aF XI IH 0.J 60. /1S WI 790 Ca 1U al 16] 116 W ill a7 sa E1J III aA S. 110 m aJ S1 XO fil 4t 60. M.T Sm 3!J al Zv 6a Nt Sm m Q O 'sh !!i Oa T24 w 6So 640 611 fa 60.4Asa M m L. 698 fL6 is )Sl a0 414 Ia ;T4- d46 39S 111 ri{ by W An M3 6a LA 6) III 6a NA 4H 3 � Mb /O] '40 aA� asl EIA N{ aS SN )63 1116 Mt a1 311 164 III to I 4a 0330. MI a6 37.1 bl 207 N. MA z I7J 4a 21.} Jf6 ILS 4a IRS )m ((/ N C Ifib as NI AJ 401 212 460 3t) )a St] N/ 34.1 717 ND ai II2 70. m /4T 173 )m at •No 31J )m M/ 111 Slb Z fU MI Tu )tf N2 Mt itis Nf � � M _ IAM aI In aJ 34 M2 371 314 i0. 0.2 ]p XI 3N IIT 2m 337 113 )76 pt S. 146 0.f al 337 162 )N INM MD 167 tt/ N! iiJ ]0! ILf TABLE 108 ANCHOR CAPACTTY ADLIUBTMENTFORMULA AnDipIC•wdbh •Im•) ANCHORCAP.,,�a 61b1 3.71 ! Safait. Ilan• U RSIdIU pTW NtlM BlaTxi yr ss ne 6nra:o yr s]Eip sp6103 "'AN. "'u" )X MULLION CAP.,,e,v,)-ANCHORCAP.e Mtap1D3P P•tam• Mtna11p0 3nrBmllfRm Brl3toaAatnn IMMem vielxiiRnp Br1310Utxw A7Vtl+1ar rota A{pi sew )Sae•p sanpip i� USETHfSBORMti1ATDOFtPEWHNONGHOR Eam Ott•na B aVr .r bur -•list r �a1rr /• 3411 z pnr 7 Oise• net aar CIIPAgTYREOUIREO'CORP.ESPONOWOTO PN Embemlmt tsw• 1111 IaT1• Tarr 2 1.w• I•ar tw' Ivr svE• tau• r fart Isa ++ka ACTUAL PRESSURE REDUMEMEXT FOR THE 3ANtm Ua MnOGlBtemW aORN p 301 470q 0.O D) INI OM M. 2m. w a01b IIID! NOO4 atm 40. to)p OPENING,WHEN IT IS LOWER THAN THE MULLION IADAatQ I.tBNM O.G/91saq(a Clp Rip 11eb) M. Na NA IAA Nu NOSH- . WA rW IU.6 WA IW mE0. peon IIAIY CAPACITY(FROMTHETABLE)OFTHE SELECTED 4MITaGSNh Q0.JtlT2.AApsge7 m 1a Ss @AOM 1 ft -Im. saes Nab- N0. Twflf Tat, Npb Noli mm mu tDDR MOLtiCN_iT WILL,YUBBAMI7LiMI1MANCHQR tARIOn 031'MSt O.G lV Ya.X1lAlrl NN tris WA i NM - WA NN WA WA WA IYA Nq WA 0600 CAPACITY WHICH MAY BE USED TO QUALIFY sAtAe6r/F p I%" fad 2zi Nab Ann Bala spa fnm m" Ni)a I Ni mu M. M. mom ADDITIONAL ANCHOR OT>TI0.V�.nFROM THE3AMms tiVan O.0/F Tabs NOti IW WA NN WA tpb N6a WA WA WA WA mtD4 E4)b edam ANCRORCAPACITYTABLE PRODUCTRSYNED • - pyiO6 wilb YlDPWfO• / FIGURE I: FIGURE. gdsyh .TABLE NOTES: BO nu-0,* * , S • f)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IMFORMATK)N R3 ON LOADING.SEE SHEETS 2.4 FOR GENERA.INSTALLATION METHODS, �Deee EmAAi 1111111/r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAROPENING WIDTHS IS ALLOWABLE FIGUREa: � {ns'r/L�1. ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOREXACTDLMEHSIONS.SEE 3,Lt-i �•J2• •f CUPMUST SHEETS 21.23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �` ! BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Np.S310S IN PAIRS. 4)SUBSTRATEG:CONCRETE SHAW OONFORM TO AC1301 SPECIFICATIONS HOLLOWAND 't _- GROUT•FBIED CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TOASTM=,WOOD SHAW O'•�•t1 F3GUI4E4: FIGURES; FIGURES: 1•1911PRESSUR€TREAT�YELLOWSOUT}iERNPOLEWRHANSGOfDSS.AUALWt7MSHA118E 8083-TS AND H"(18 AAONIMUM Uli CTURAL STE LTO BrATLEAS BEA MCiN1UMdRADE33PND .CatK�`• /'LORIOE;:: `s.. i ANCHORS INTO METALS EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.2SX12A•X.62i` �j,+1)..�'r1C`'� M70 6 012 ANCHORS INTO WOOD MAY BE STEEL.Ii B.S.OR 410 S.S. MILLIONA LFNNIFI1I,LkA,P.E. FL P.EX 68705 TABLE 11A � YSEIon .dryrim90lnRl� Tgg CP1ldnp wQUl{Nr54A1u!/OFNekgmlAlO )ArOPNIslot St¢SrhNVatMpsAw4m OSU..) CE 2 wit Nn ION. ISN. NO TON. +4N. 140b, INN. y IS 126A3'J4 Tt1117406 RKY.0- 1bPROty. at.o& WW*, lsc..QNr T-04- R.-41 Tnf'Ad IbagW TnpTMO. F-.-Qw T1N141w R..,*, TWT6wt Rcl✓1W Dtyahg 1Jyt; Ota ■.021 t.e4n; to1N1 Nldiw -.2 1a1d0 1410 �•tgn7 �•LndM1t l°'W SO-* L..&4 LWM 4Krf tnaSO lWN If14N Sn4,vg0 dri¢Y px Ida AlOOLa°i 8 33 1 i i11 s i 1� & i& as is i f to I k.; 11111111611 11 1 g m m. nu 470 INA 4E ITA IN vdD an 1 troo Its nal pt +no 4]]I+roA all nag Uu Dad u1 Ina +aN 70/4 al INA tow ua.o N+ nno 1731 Inc I u+ If0.1 IMI +roA all 401. in.* nA m in Ino %9 Ina SN naA m INA oil INA ifD -4 at 1140 loft +TOA N7 ml Un IND 6m INA QW +700 W VIA, IN] INA W'"as ]In INA ill US I9.dish 1N1 N/ INA w INA %I Inc 611 im +116 AIA a4 INA n% Ina m 140 1N6 ITA 147 n1A MN Inc MS INA Ins INA m Ina 102 INA no fae }IH 1706 ni IY y Ntn INA ni INA GR IND 14 INA itis INA tits Ims 7N fNO 1706 INA W itad U"u in0 Aa 1.4 Tim tt6J rN 11" Iso INA Nt ttOA =I +N{ Ni till NO INA list w NN 1701 as INA Nt 1710 iW INA N) INA WO INA 706 VO4 lits +nA an flu 1011 INA 791 +nA Tim USA N}) 149 ]1N Ina IW KI.] 2113 1.4 LN IEA ]is, 1104 top RY Ina 9)I 1704 TIT -# tin tNO no INA w INA NO 1146 na Ilia 16K Is" un Vad UN INA son Lou SIN 1549 nN IAO 1111 ws m4 Ina Nn i..I 14m INS Int F Lw) SIT. 110.0114 INA W tA1 116; 110.0 r0} IIIA Lost Ins 164 14.0 1W Iro-0 IW Ina 1161 1701-in, 1701 1N6 1101 IIID 100 fl66 IIIA /M Ulf loss, +roA Qe IQA IW 1701 tE/ j �r 7014 114! i9a fNA 171 1701 Uti 7091 1709 fNA bis% !709 ittl INA fiN 4701 STdf t6ai fn4 in4 UK ti.i QN %U 1X11 t/6{-ON tSAf txl n.t U34 tRla D52 4u Int INA 'm W nN INA 114 INA III Inc I7N 1n. 7010 WA 154 I?.$ Uri ISM IW 1667 tM 1361 1%6 1616 VN 1f1A 194 t4U flSl M7 114 R] U)1 NS K4 It" VK Il] IW .2 U+1 � Oj Li) nY 9701 6661 t76D 911 5716 Ulf in4 11161� Nn N4f 1016 IMA un 420 lost Vt7 14t7 mi 1706 tom Nn in4 list " Un IMS Hp 70.8 fin INA iia' n; 144 1m.} flu QWln Ina 114 USb IN 1111 11N 1219 410 N}J nl SN 1110 1l] 9m n] IIID�07J fE7LI1110A - if+r itis 691 N3 lln 661 1n- 4u 1110 N3 onQt}A IN7 m 673 971 Ei3 ;!G 663 Ni t!9 616 706 is SL 614 /tA 1Q NG nb NA N7 44 fn nA IN 41A 976 6;3 701' %/ 704 ai 701 x ZNd 6% Yb nt Is. in 613 NI SIA 701 Nl W 470} 701 4]0 d% N.1 ni NA 6Q ]+.l m .9 W EA !i+ ]6A. a1 A? )n nA 6U UJ .4 O t.a0 IIT Sia N1 173 )]1 of ut 121 n; 1G 070 A1, itis nA I% ]4! as w m Ed 41 U0 ISI 4toJ p] ria 9N 11.9 an aA 013 IU /t} nA >ei V.1 IIT U7 no Q N Q r � TABLE 1@ ANCHOR CAPACITY ADJUSTMERT FORMULA: ROM Ol}+dtFnar0ol) - u FlNaaW Wal, Nal (ANCHORCAP.,,�•,••WitaEI alS Fxo yr lualSo 170 Noe nzepd ru slat )X`MU WONCM.,�„,,,) AN�RCAP,�,Yr6lain]tm ��N IN- AW.Wir aneotm}adar l rA+ar6Ts} USE THIS FORMULATO OBTAIN THE'ANCHOR +• 2tat• 2-i? -r ]=u4• v zvr 7 mff z IAS abr O-w (APACITYREOUIREWOO.RRESPONDNOTOAN Bent anent n .&1 /a4• isN• +ar 7 - 5-vr tiw - t-VA' ulrr z - tsa wNa AOTUALPRESSURE REQUIREMENT FOR THE - Arc LLS D.cisl4nm4aoen IO -k M. a»dn m6q IBNq Eoq -ft. q naq am. m Nbn mt. ME -0 OPENING,WHEN IT IS LOWERTH4NTHEMt1LpN IArctata fAYM%QG/A,nam(a p6eU6fp n emb. 'F6)b IW N% WA xu ]60q WA WA Na WA WA bpm Bpm ltnq CAPACITY(FROM THE TABLE)OF THE SELECTED --a-ScAQ.OrQI7nAWltW3ltna At 7m. NA. es" tXA3 I Nom SITS Nu M. TAT" M. IOmb -VJ2m /1311 117014 MULLION.IT YIELD AMINNUM ANCHOR IMIon OAI'NNQC.IUQp,NY.lO7 A18n 4 NOS Na. IAA WA WA N4.. WA WA WA NAA NA WA WA. WA im" CAPACITY WHCf MAY BE USED TO QUALIFY _ tANIafIF 61a Iwo q. t%q zmq ueq ram I}]m +nv mq mm taq q mn tram SIT SIT, .2mm ADDITIONAL ANCHOR OPTIONS FROM THE 2An[lo] 41]`111 QG4F SOS 606b Nbl WA tW N9] 1➢9q RR INi WA WA !96 Ulm d12b' All ANCHORCAPACnYTABLE iRO(oUCrSUWJSGO m On164;im wl1h Ae FBr6Y FIGURE I: FIGURE2: 1,260• B.ildbgCodo • � ' ,• TABLE NOT ES, _ At.eptW4o�SL.D2ta.�2) I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 23 FOR INFORAWTION 4-1, ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ARRI) 2ii•iNFAR INTERPOLATION BETWEEN MULLLENff11LSAtiQOR OPENING WIDTHS iSAL1AWABLE � 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EWCTDIMENBIONSSEE � '�:'Glfi:1N3¢'•;CQ CLIP MUST SHEETS 21.28.HOLFSTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIi}NS •``�� t SHOWN ON SHEETS 21.21 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS ' BE USED Na.55703 N PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT•FILLED CONORETE BLOCK UNR(CMU)SHALL ODNFORM TO ASTM C-00.WOOD SHALL T)•:N� �= flGURE4: FIGURE& FIGURE E, ear MOW SOU THICK. EEL STUDST ISSAMI IMUM IRADE33AND .916-THAIID 8 AUGEJ STRUCTURAL STEEL LTO B,AT LEAS SEAMLYIM AND AU ES3AND FUMSHAULUEtA EPC :•,its • � � 04S THICK(18 GAI1G6y SR4UG7URALSTEEL TO BEAT LEAST.12StdACKAND A3SALL ' �7 ti' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALt�Y�+.Ia.1.� 0106012 ANCHORS INTO WOOD MAY BE STEEL IBB S.S.OR H0 S3. 125'X3,WXA24' ALNVMMILLESR P.E MULLION FL P.Edt 55705 TABLE 12A Mullen G c Tanta Cppl Wi0ih(Ip'M111xy'-Sf1MI1B Moor3)or OpinYta M.IIM(brlgAmAalµeprNfp MIAOM) � 60 Oh Ah Ob I Pot. f0h flab ush 10% r'b� ZX4X M gS+gIV irr4N Lw,L4 1.tlnP S.NO iaP•p ibaM i 'PIG Ia-v -ft LSV 1aa•q $wwro S+dDO lala,C $Laaa+V L-ft L-ft Q 1t`f3 Alum Mullan $ � �' $ �' � g $1 y tD LS.m N Rh Inc Bit 138.0 US 17" 711 1Ra 4M SAD Ne int; see IAA PN Inc Sp SAA life IRs OH IAA 1240 Inc 01 tTA.D 111• in. 01 13838 ITA 13838 621 Ina 1M Too at Z 0 nh iR4 T94 Hire v4 "" to fR9 SM Ina, ON IAO o0 tR1 4138 tR0 at IT00 1276 Inc 671 tnD 1417 Inc MV Inc 1700 FOA 4O IAA SSU 170D ON IRA Site 1704 /M .J.i "lOb IAA 14Y IAD NS Inc 06 Inc N1 FOO 10441i in. W IAA 11N 1'100 723 170.0 ISIS IRO TR itrati 14" Ina TSA I SAD t7N 1R0 IM Imo 206 Mal TOO LRa ?301 170AI 706 I Z 2 K N Ufi 17" tR 4380 0M Itmol tim frool 6N Jim tits tRD mi 4389 OA 7100 ON Inc all tmA OT I fecol 106 Inc IM IAA itp SAO[44" £RO 2731 ITOA Mt TlOD 2140 f7O0 611 � O (' Oh 13838 IN 170.0 7N IRO 1092 Inc IR Inc INC IAA OA IAA 149 1R0 945 1700 Oct I7GA •s 0" 1771 IT" sap Inc 2127 $me Ina NA 1709 IOU me 2.O Inc ION m � SO Oh SRO w in* 716 SAA Site tR0 YL IAD t02 Dae NO 176.0 1566 $me Solo 17038 top IAD IRO 1700 1N0 iTOO TIM 1100 rRi Inc 10.7 7561 Inc /91 S4! AN IAA 1171 K C Nh ISA sA 1R0 TO IAA I1go Inc OS IRO "S" Me 102 1AD ISM 1700 ION 1760 TO 1709 t@6 1R0 INS IRI pW IAD 2138 IAD 1SIA X17 Inc 129 OLD 26N IRA 120 � 7$ES Rin 43838 1011 t7aA Ua tR0 12R 1389 iD:4 Inc Np tmp 4418 LOAD Inc fA➢ 1118 Inc 13813 DOD pib 13838 2t2D IRI MIT NCO 21U IAA 124A 21U tRa IOU 1092 2921 1100 Ivo ? •� mh IAA 1122 IRI NT 170.0 1Ne 170A IOID 1R0 /638 IRO OOP IAD 1764 17x0 1325 M l NO OOD Im /UA 100 170.0 106 011 INC tell i1G1 IPO IUA SUI 021 100 1627 1531 pfi IAO !!U iR4 GT 17138 1381 SR0 il0 iRD Mti SRI f2N SAA 1111 1380 Oil 1421 IAN IAA ftp SRA 1*1 163) IND 1140 Hot IR.3 02 101 IAA /SIV Kli 101 13YA 1492Oh 11638 Im 1700 1141 110.1 1300 IMO ftp 127.1 ISO OSA STA ill- ISN 121- SIM NA 1301 1102 Her NJ DU HHA SSR M8 /418 OD = 000 127 110 OL OM R0 1001Nh SRA 190 nfA SIN f9.t /270 }R- ION 4063 139 !392 Ap 9L /238 ND 1W 1138 tem s1ST iDm 3874220 OA 1019 41A 129 722 ffi7 Lim GIST 0m 411 lies 0.1 OR F o 1Nh 103A at 10638 07 M.3 RI OD IO 140 Sri 771 611 647 171 MA 6v 614 ITS 992 05101.8 Tri 664 016 13.1 Rf 4:0 706' v,1 Ut 440 TOMO. N So tiib 934 tie RA OS R1S 9tP pA Lit as 9ft ]DST •M t 129 7W I30 UO 691 792 QT ftt UA I. MI sW- 446 701 38.1 s0 40.2 TRme 70 me 711 @A Tm 04.5 TO no 7M Sol 107N TOA a1D417 656 MT Sol 3L4 bn RA 196 312 to Ai.O 161 Tf2 60 2382 n6 SU dib 133 R0 3306p 938 R4 1OT W 1.38 192 OA 516 F3 INS U x Q g Q V TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA- SAS fOO A.h6TCs TaUO ,,•; ,- / E 81b6na WcmO SAS rVVVw. ToNPAI PT SIDG2 M•i {�)X{ANCHORCAP.,�••��cANCHORCAP._ - 8�0a Sir wea ELO SIY FAo urUDtO 10 Am GIZSW 1060.4 MLALION CAP.,,,,,,, AncharCPpPaibml '1nt6' ° a'IODeoIJoN afDAAIiSAn VVaem ane•ekowican v�aew•Lm Omer AVtaaS MoNrM M-F15I 6c•71A5 USE TMSfORM1AA TOOBTA@t THE ANCHOR OO a-ci1.7 I. 2-117 1 V 2- NA' r 2-V2' I. 2trr ? .Aw r 0.n• Dor -- GPACITY REOIARED'CORRESPONMNO TO AN - --pq tar 1tar tar 2• ? aY QGJAfiD1aMt1•R t6 Smm r "Ser Vote ACALPESSUREREOUIREMENTFORTHE' b ma um mu Aim TOO, Ob ab Sa1m _ 4R- ISO OPENING,WHEN D IS LOWER THAN THE MULLION 4Mnree 2ID•Mh O.G l0lmmM vaeM)Cy OI TRtl ibb 610" wash, 1441- N.N 6Nb No, -Vo t1A OOm Net M. 6eeb ttOb CAPACITY(FROM THE TABLE)OF THE SELECTED 6Mtli1 1.71•Nh O.G/ Ra661)L911D 6N" TUm M. NV, IW TOG" NA ;AGib PDA WA NT 109tl /OJm TAD- MULUON.ITWIU-YIELDAMINILIUMANCHOR r _ 4AG1x.14SsimAG/RS2nAAbQ"7DiDQ TNb 01tl 46Nb -E! -VS ND. ISS. Seb M0" Sem TV SO VII Tim-ft I Seen CAPACITY WHICH MAYSEUSFD TOOUALIFY. . 4384138•®YIaA O.G/ AAipO/FD9 1fAb 11pb lam- 23106 am. 6r0tl :5638 R-C'S. Weir. 9399 16Ntl ADDITIONAL ANCHOR OPTIONS FROMTHE SAptD6 t-rnth QC.tU -gp.12YAM6.0hn INA tuA IW 181 19238 11138 WA= WA 4161 I:JA NIA SIf4 NM TOA ANC#gRCAPACITYTABLE _� 1=�•:_. iAretang08i•NN 4G/U im.iPYAlm tnpN WA WA WA ISM NA Nu WA WN WA .NK' WA SO, NG WA 21 b PROD'ueritBVISED 2 AAUpl 2fd Nrt 0.0/F ORtl Omtl 3t5m 143. }Ob rV6 2AOb NSA Men ' Na 4Nb TIN Spm 1nb OAb ISS cOmplylq RiDlOc PIa1(da -.A. 131 f AIS" 6Atl " U3b 4166 1413 Slib Hat S7Db 4124' WA WA Nim Gelb 810n 111 CWUbe Ood> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. i *;4- ta ��oKl2La'�G) .CIRCLED VALUES ARE USED IN THE O MPLEON SHEET24. �, FIGURES: FIGURE2: FIGURES; FIGURE 4: 2.000' Ahbduq • • • • TABLE SHENOTET 31/1111117/t • GENERAL INSTALLATIONMETHODS. 011 USING THE TABL.SS,AND SHEET 25 FOR 0NFOW.1ATtbttO'L LOADING.SEE SHEETS 2-SFOR • • • • • GENEAAI.INSfALIATION METIbDS. �i��\Cit4.••':"••'�tT(F'��i s •.,9 ' a.'S2CLH r:•' FIG1.R7E& FIGURER 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDATROPENING WIDTH$ISALLOWABLE. • • • • • • ► • • • 3)EFIELD OLL WING DI ENSISHOWNARENOTTO WALE FXAGTOIMENSIGURS SHOWSUGGE3.D.APR3BINATER ROLE ,769' No 507115 THE FlEID FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES BNOW5UGGEST®,Ai+PAOMMATE HOLE // ' LOCATIONS. �-tl'•� �� p � FIGURE7: FIGURES:FIGURES: FIGURE 10: `n' NI TE OF ANTE U QSl79SHALL CO:FORMTO SSW ICON FOOD TOLL 301PRESSURE-TREATED EATDYELLOW SOUTHERNP GROUT-FRIED SGOTE I.DCX tMD '•�,C•'•. ' 4 {FlGURES658) (CMI))SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURETRFAT67YELLOW SOUTHERN FTNEWDH AN SGOF 0.65. �Ll':FL .�T�T' • MUSTBELUSED ALUMINUM SHALL BE 2X4•XTSMt£UON �'�.S�tpNAi-��'�� IN PAIRS, GAUGE),STRUCTURAL.STEEL TO BE AT LEAST.I2Y THICXAND AX ALL ANCHORS INTO METALSFULL EXTEND AT LEAST 3 SCREW J 7 1`11 • s THREADS BEYOND TNEMATERIAL.0105012 ANCHORS WTO WOOD MAY BE STEEL,IDB S.S.OR 410S.S. A LYIJ�IINiILLER,P.E. FT.P.E&$8705 TABLE 130. M~CSPCW Toth 0 q.LNA01(ioraNkayep6MlglnBoq)or0p•6I16 H•IBM BorIDMmReM3PeRIGa 00.705) [ SON mfi TOB 108 qb lisle TIDfi 1406 lmfi LL RS..ft ibA'N•p 171Wpty T.".0. R. V*l TKfOi•C bttmPK 11TOii o p.et•�PS• p1Pial.n Ra4ft ftivom R.e11Gb Tl4nlal•ti, ww.p mwm.`Is 11.• b TMaI.N. O 21492# LO.1.D IA.S„4 tiMnp LnMtV I•t010 t.mp U"V tip tO.ft .foal-$ L-ft H.sy L-ft SWro LO•trq LatMO Lo•Yp t432M � Adlion ad d 14L1N Xis u11 2200 nm VIA 105 tion 7N tmo 410 Imo 40 Imo boa ITaO 102 170.0 670 Dao 7Ne 110.0 on ITUD 1x0 4140 GM IT49 1414 Roo 21 170.0. IM Ima ut f70.o tom Rao 421 O ab ROA ra 1104 ex Ins 100 Ran 504 ir48 Ser Imo azo 17a0 1173 1Tab an Imo RIs ma en ImD 1417 Mol am 1100 trot MR 0 0 170A tam Trac OW Iran 220.7 list bis � w 6 usb Imo 11 Imo Sok ime me Imo ml Imo 1.10 Imo 031 170.0 1195 11110 710 Iran 1345 I70D 70. O00 i4M t70n 730. 17a0 1703 Rao Tse imo 109 ImD tS im4 mat iron m � a bib Imo 7127 410.0 0.47 im0 050 - M Ra lite 1422 ISR 5740 1273 imD dok 170.0 fox tisk 037 STOD Imi 5760 iSa im0 1412 im.0 064 110.0 2131 7100 Cat Dao mS im0 let W o �Q Who ITOA Us Imo 701 1710 took im.0 707 10.0 tw Has 100 it" 1417 Imo 0x 1m0 1507 170.0 m0 Imo IRI Imo 1103 170.0 2125 1100 I= 11010 xis Ins 1003 $too 2W Rai 1010 US m US rob Ran Orn Imo 745 tm0 7114 fmA 100 tm0 i3m im0 949 5748 1414 YAA 50.78 imA Rem f71O 1030 110.0. im4 im0 ItII tisk 2235 Inc ttm 110.0 xis tm0 tis 170.0 1013 570.0 it, Bab 100 074 80.0 M mo 1110 Imo 9m 110.0 1304 170.0 +007 Ima IS9 Imo left Ina Rm 1710 IIS Ima WS 1100 1210 17U 2316 1100 ITIS 17x0 Un Ina 1191 1100 7117 1100 1214 Z Rfi 1740 IOm 570.0 Aa 1710 iTm 110.0 Imo 570.0 "a im0 itis I70A 1700 Ima fm ma 190 Imo 1310 1104 2123 fmn 134 MA 2510 Ima tiro 1740 must no in Inc mm 570.0 7330 2 ft rob 170.0 H9 170.0 107 Visa 1x6 1710 tis 040 1370 Dat 12M DVA 1103 Imo 13n 170.0 mu Iron ISa Ina 911 Ima lost Imo ZM Rat "M Imo 3440 1710 Imo 1T4o 330 Imo 170 � � 2 rob in* list trot 07.1704.3310 in* Rte fmo loll tm.0 tea t70a tau 1700 i3m Imo m9 mo lot tilts nor Imo Lose tin* 210 17U las 110.0 210 tma 110 ixio 26u 770.8 tree t�- Wb 1710 tis trot 141 Ima isN Imo tis Iris nm list lift ImD zus mill tui tmo 9/I I70A 1753 tra.0 mS tmi 5915 Ima 3111 m.o 2110 JIMI on. 922 Rat x13 t10D mal z �1ppG4fyy 3 06fi 5710. tNT i7iD 7212 mA 1703 Sm0 Rix 5704 itis D8-0 tfl9 imA 22DT f74D tmi 1144 2550 1m8 Hall im0 2335 110.0 1014 "0.0 310 Ime 23M tae4 Ttm RMA Sim 130.1 24251mbDOA ISM 1mil ICY 170.0 7013 170.01147 1740 7X71 Imo 1W0f70D UN 770.0 2M Ie43 27at 170.0 2271 1463 961 Ia10 2373 5230 MI 140A nSl 10.1222x 118im0 ime 110.0. 7414 170.0 ues trek 1710 1748 901 100 1T.! 170.0 2411 1740 210 75tA im ITS nim Roe 2mz timA 196 1138 mm GA we 115.1250.4 � XI70q570.0 IRI 110.0 1104 10.0 7110 170.0 1100 151.1 7310 130.0 5091 7l 1237 L Rel Imt 942 1772 tIx im.1 2772 110.1 1015 30.1957 30.3 tam ata 1130 m.0. 910 mA 1303 WyX31478 im1 YbSi im0 153 701,3 iSx 700.7 ttm 004 i3. Gib NW rig ISR K, 5390 01:3 tax 713 Rm 626 1584 6tt tae eik 1St 55.8 1330 702 7710 30.1 7614 SU t2m 4 N Z t� TALL Anchor i T•4ft. .. ANCHOR CAPACRY ADJUSTMENT FORMULA% e 2A C-- 3Aki-I 14"wu FWt7N1 PI IggI 4taN ANCIROR CAP., „ Ap4MrCltp pA.m9 'u'morTYpe 'Y1tEkolitgwt v4•FAntaaalm waw v1e E.t6egt iN•Eb•Lwem ur 6e Ebo vlrE u-soma mo0u.I nzegq 0.170.13 )X� �•ANCHORCAP.� MULLION CAP.,,,,, AplOefa UK- A.GIW 2I••(G31&2•RAS) Bq (00 USE IRS FORAGiLATOOBTAIN THE'ANCHOR FAO.D.um 061 r ata• .r aur sw r a1G• r I 2.1¢• r 3414 r. .0.Ar :OM nix CAPACITY REQUIR®'CORRESPONDING TO AN EmGitmt RSM i•Y4` f3N• 134` r t-1M I•N• 1•W f•1M I-vr 1.110 r 11w. Af +mY ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.M.Q4Tr NIL nG 7a-trAb c0oft.16n 5508 Mod 4608 Y . Zmb mo SOS. N0. 317 ._ 1288 3418 44265. W. OPENING,WHEN FF IS LOWERTNAH THE MULLION SArotva O•.3r NM.nnl6mm4Wrob.I}0o Oa3 im. mab mob 1760. 3210. mm. em. 710. ISIS)" 70to imm- 107. 102. Wi 711-b CAPACITY(FROM THE TABLE)OF THE SELECTED . 6Ani6m lrruq aarat•mmtgA.gcsP0y.4k UWb Rim. I4vb ass. WA itis 400. WA 1051. WA to . WAw ru IT70. -oft MUWON.ITWBLYIELDAMNIMUMANCHOR SAmMgGrf4h QalIm 36Atpw 0.&gIPo 3k Tmb Tmb:.3W. g00b 1K/Y 1Fft SWI. WA M. T4. slo. tW2b. 6mb amb 1173. CAPACITYWMN MAYBE USED TO QUALIFY t 3A.M®r14AOa:/ T73At01a4ry•! ,et 1310. ISBOb, I=!! 3tmb 1702- f®b lin WA ISm. M. Dm. _Iks Iamb .1170., -0. ADOSTIONAL ANCHOR OPTIONS FROM THE tt Artins4/A'MA OA7{ry MA¢ 7 71 tam. mm. 1410. FW. - 1G4 1320. WA tiro. WA WA' WA 286. 'M54. . ANCHOR CAPACITY TABLE ➢RfliWCTRSV43'Hi7 I AicM.OlNMrrtaafUa•.td•.ta•AfAe.(Fla*} WA WA WA WA WA 1W WA WA WA WA WA WA. NM WA„ 14108 6Art4m O61'IAi aaIGClA ,ftat WA WA WA WA WA WA WA M WA WA WA WA Wl 6'D.' 2551. tatatay0M x1d t6tPlOdf zA.MAQ16, 6r3tl N.- GJi sea. .390.8 0.v. 0.W. 110.. 2mb 250. Sxb r0.. 37. sm. -ft xs. 'Aa. Sft. h-2.1170•-t oA o '1G-oY3b.d3 SAneMu 1.11•Ifn.QC/Fi'•) 11 6008 .M. stib t . WA Nl M. WA rot. WA WA WA all. 0.65.!4.,1,mg. , Opt ' NOTE:FOR THEOFFSET CLIP.USE THESAMEANCHOR PATTERN DANCWR VALUESAS T3ESTANDARD CUP. TABLE NOTE S• Op FIGURE I: FIGURE 2: FIGUiEx FIGURES: FIGURE e:FIGURE*FIGURE IP. FIGURE 71: Mi.m R.&. • • • 4 1)SEE SHEETIFORINSTRUCTIONSON USING THE TABLES AND SHEET 25 FOR INFORMATION ON IIIIII11/l LOADING.SEE SHEETS 24 FOR QENEIAi1 RaTAU ATIDN 2)UNEAR INTERPWATION BETWEEN MULLLENWHSANOGOROPENWG WiMM ISAILOWASLE �00ti�.�:''y1C1:NSP"•_''7' 61 X), `Y. ••. �:. • • • • • •♦ 3)MULLION AND MILLION CLIPS SHOAN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 9NEET9 �: HN..511705k'• 21-23,NOLFS TO SE ORILtED INTHEFIaD FOLLOWING DNENSGOMAI.RESTRWMSSNO.YNON FIGURE Y RBUTE e: FIGIIRE7: SHEETS 21.29.FIGURES 611011 SUGGESTED,APPROXIMATE HOTS LORATIONS. ANGLE Lel p b • • • • • • • CUP 4)SUBSTRATES:CONCRETESFINU.OMFORLITOACi 301 SPECIFICATIONS,MUCAYDIGUANt7 GAf3Ut-F9LED 5.7) GS0. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM WOOD SHALL BE PRESSURE-TREATED 7(] SaShOF � • • ♦ • 5-T) YELLOW SOUTHERN PINE WITH AN 60 OF 0.43.ALUMINUM SHALL BE W63T6 AND BE AMNIMUM OF.125• USED '�''•,A'SOR1P�;•'C�: SED BE • • • ♦ • • * USED. TMCK67EEI.SNDStOBEAMWIMUMGRAOE93AHD.041?Tt0Ofji9fiAUGE).STRULTURAL9TEE_TO 3 PAIRS. BEAT LEAST A26'THICIAND A3e.ALL ANCHORS INTO METAL SWa EXTEND AT LEAST 9 SCREWrX6'X2Y A.LVPjIV!/IILL�R,P.E THREADS BEYOND THE MATERIAL#106012 ANCHORS INTO WOOD MAY BE STEEL,I"Sa OR 4109.0, WLLION FLFE.056765 TABLE 14A MDIe6n CX■c i DaOlt �.��� OP■DIDaWdalfra re-ft!).ropul"Off III Mriod.,taficparring D a�r wM SO lah NO, 90h 1mh 120b Ibb imb Psl w TNI-" RI-" Lm" L= ft Ti-xv RI-**h nU-ft PL-P. te4'r1.6 PL-ft U- ft Rlcl ft nMNe(4 Ret1a,WX TnPrXq+a Rt-%V IIL-ft kiY� 12PX311'$ISAtNO Ler'p tMAy Lia facia tasli4 $taeN9 c'�'a$0 $bA1N$ tT�le gL�$C Lei [a4D iw@e9 La1WV �N $$!o>d+$V tDmgO Teems nb t/l1 Ste 161,0 4291201 So tag Ii! 101,I 'J76 1109 114 mf Sze tai.e 411 al So txt 411 711 NO 1x1 411 w,1 S6 1x1 411 OLS `Ile Mt 411 41 WS 1x1 a1 Q Yb 900 Im INTO In Eli 4W x7 025 830 {� wA 3a %4 fN a" air 63T � 79.1 918 423 ON I" iN 063 im no 314 Sto as 10.1 !14 J91 4m m au � 7 wSJlN Qa 1® OU M SSB _ M. M as SN Its M24 .5 Jm m2 100 417 ae2 et. 2x a2 ;� SILO281 ata am 636 n3 =A = S10 _M 217 312 Mf M. rG � bib 6TA 311 Tot or 680 20 et1 Nt 4S0 310 f.T 2w 124 116 STS 1`20 aL7 aU wA 7S6 Ito 30 430 749 160 a0 40.1 216 21'1 Ste {aI 1m 2t2 Sib 09.1 am m p p wh 460 20. SLI 219 NT 200 10.7 M4 S33 820 d7 110 Sao 250 ]21 201 9,0 = 81.9 701 X7 2M %4 20 200 M M2 701 17,7 2Y y.2. 201 16.6 2w 111 ]m � r(r(AA]] m ®b QT 234 IDA 1211 � MI t9J a0.. 1si S{7 191 137 274 31.6 169 MT ZM M4 1w 1L4 274 240 1.{ ITA 1N 28bOOb 202 11] 061 111 v9 248 31J ffiS 11• 112 10 2T0 1T2 ffie110 %0 213 111 IN %0 113 222 01 134 ry 216 180 1120 117 22,0 iw Z72tt Ae 179 ait TSS 'm MI IN a5 149SA 203 to 1So ;n %T WRh1mM{ 1,e101 100 111 %2 fet 11D %S 2 76hn9tQ 920 tae !31 %1 152 17.0 120 Q r y TABLE 14 An131orC4pP.thm■ ' uaeAraOsalaian6t e X1tr•pm 1.1X1Y11t111J ADe4S+anauC�aocrverl. Tt•4N ■ A1aSOt41 Ui'Xea AF1t17O10CS1a9r s11r{12Ts eaRrSN81 hwkl ANCHOR AD':.U•a97WMEjM FORMULA: o ucu ( )X(MAN MX -ANCHOR W.o WEm oar soNS5} USE THIS FORMULA T408TIN N RQUIDCOREESPONOING TO AN Yx AmsM1r 1- 1S 1- Rr RESSURE REQUIREMENT FOR THE zim sMV9ACA iu moo 1 m ban n iaA tmn Tae ms Neon n msn p OPENING•WHEN R LSLOWERTNANTFEMULLICHCAPACITY(FROMTHE TABLE)OFTHE SELECTED 6MLLLION.IT WILL YIELDA MINIMUM ANCHORCAPACITYWHICHMAYSEUSEDTOOUAUFY ADDITIONAL AN04OR OPTIONS FROM TLE ANCHOR CAPACTTYTABLE. TABLE NOTES: I • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR MtiFORMATIONON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION NE7HOOS. I•-1T4S'--j :11C{1,UL7 RF.VLiSO .'t ,II ■s e4+aD11�■1rin1 m9 FBa3>t 2)IWEAR INTERPOLATION BETWEEN MULL LENGTHS ANOJWit7l'ENWG WA7H3ISALLOWA91,E - 14aib41}MO FILR1fiEu AazptmTON9(6o2�'•a3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTDIMENSIONS;SEE SHEEM2M3. E Im 4D2� +] * r HOLES TO BE ORNIED IN THE FDFOLLOWIHG DIMENSIONAL RESTRICTiONSSHOWN ON SNEETS21.23. 2114• IONNIT FlGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE CLO'MUST BEUSED INPA6iS. IEL .12b' 111111/11 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC)301 SPECIFICATIONS.HOLLOW ANDGRCUT-RUED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•BO.WOOD SWILL BE WL:SSURC-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.620 ALUMINUM SHALL.BE SU43TSAND BEAMWBMUM OF.126' I 2;'•L,,GSNAJM•''..•P 'i THICK STEEL STUDS To BEA MINIMUM GRADE 33 MOMS*THICK(18 GAUG4 STRUCTURAL STEEL TO BEAT 126'X2t1.7x.I7 MULLION � :• LEAST.126•THICKAND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRALFWMUIlON) = 0.60705 THE MATERIAL#10& N2 ANCHORS INTO WOOD MAY BE STEEL I"S.S.OR 410 SS. A•: N lilt S7 TLE OF A.LYUW'tBIdL��,P,E. Ft?.E!597{16 TABLETSA Muller%Cpully rew 6.At< 00401n0Whdth(lokvmv. AptNit9RAm)arropning H.IOht{Tlr -va.) Now wh 106 eon GOh INC-1 1Rh 140h 1606 "'.4" TmptElvp Fd..'. i»pR04r9. • TiiiHe•. WetrOtllr 1733710.0 Fa6A03J 17JY04s0 Bd341PA• n4pf0bA6 ftsfs'04w TMIBIAvp. 7+SN0074 Ilmtn0lN n4.11m4 p pg 32r 20 IA.NN IaNq L-ft t o U.I.. LN60 IA3bq IOtlnp LAG" tA1010 to-. tA34y taiml ts#AB La.b+e tw4g 1-0.6+1 ta36• g.J 1 RAYAMULL 426 1HI6 020 4RD 4A }HD IN IRA IH IHA 060 1100 d6 174.0 Ori 170.0 619 110.0 1110 110.0 91 770D 1748 IRD 95 I10.B t/N 1720 NI IHA 17% IAA M7 110.1 1140 IHA 91 Nh -IMA 7d 1100 Id 11".060 /H.0 6d IRA M IRO BR IRA itA Inc di 1720 AM 1100 611 AMA 1117 UtA d0 1622 till IHD d0 1%J 192 AHD d0 1143 1623 1720 NO MA%h IMO 141 IHA on3 IHA 006 1720 O f it" 1010 1700 OM I= 110 1720 W 110.0 1]15 110.0 10 Ida INS 1720 751 131-0 1443 HU 7d 1117 102 IRD 160 1020 1443 -00.0 7so Mh DIA 79 AHA 012 IM31 80 17.0 0% MA 1116 170.0 704 IRA 1276 AMA Don 1601 iW 1700 IIA/ 1442 13U 170.0 0% i=s 139 1700 Kt 101/ = 1700 dt 802 139 110.0 tli 0 Gari IHA N6 IRO 701 1760 tons tH.O 707 107-0 t2t6 1700 6H Iat 1210 IRO BN INJ 910 1wA WO 1%" 1210 OL1 021 'WA 1210 1101 613 lU ISN 110.1 OH 711 916 INI G13 Ah 1742 W IRO 11] 1720 1110 110-0 000 1002 1160 15CO W 13IA 1160 1030 014 114.6 1160 MIA don 1001 Also 13L3 W VA 1190 ULT at AI NO 120.2 OR 61.7 14M 1202 070 836 1720 011 1720 son 162-0 idG.1630 ON f308 1d/ INA ON ItU t0Y 131.1 Od IOU lW 1211 O.N NA Iona HU %D T� Idd 5d.1 91 so3 Id6 Id2 010 67.1 ION 1on.2 INZu��`��^^ 9h N0.1 O% 117.1 TO 117.1 060 120.0 70 IOU t60 1142 731 Ola 69 1000 T9 HI UO 9D 713 RI 600 d] W 60.7 043 702 042 607 IN RS 608 40 000 726 Od ` i`I3 Ah 110.7 7727 1201 Oto 91O iR IMA OH 063 160 113 W 740 7% 43J 061 WA H0 7" OA 00.8 730 11.1 0% 401 4M7W **:EAI*a .1 021 tlJ ]00 d1 010 37A 1p 01.6 117 _ J ,g r 10h 1101 760 1142 B71 BZ2 160 86.1 BN 721 760 61,0 W 002 7m 77.t 031 GLS 110 166 act,I" Iso 80J 606 433 0 T60 063 fYl M4 Tso 642 000 (- K48t WA Ion6 4% 161 W 461 aH 60.5 W NA 4d 301 101 NO 19 300 0 W 330 446 226 d3 ]IJ 472 ADiVSIA A% 42A 4d N1 137 31.1 445 31. 421 11A N7 361 410 28.7 4d 'A3 Id l/l 3 NS 106 3d Iso 414 2]A UO Ui �OObas 3N 30S 301 21.4 SN at 331 as 337 21x ]n 219 W 209 %1 CJI :'A 11A 301 17J M6 LA 3H 342 320 21A SR 2L 110 103 310 20.� 312 IU 777_Q t10h 72.1 M7 RB 263 x57 311 360 2M ILA A7 >7.0 260 f¢D SR 40.1 x70 168 ]t7 1/J ZH Gl iN6 ITJ ]f0 IlA 760 a N TAHLE T68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca.0 Ties. ANCHOR CAP.,,,.,,, ■ 3n cplAe. a6it a>a Nowcuu-..- F"CNU Bl 14N (DP_)X( ).ANCHOr CAF,•• .. YfR 1N'60Eb S7w-i4.60Eb-Ott, a1zvItt 1t204M MULLION CAP.,n•,�, A..hd`Cip P/ItIRb LIR FkoII•haA tN'BNU0.7M Yt?EEONY n N4•Etntdrm UI64Am Ap3103tr UhOmn AOp»O4b1 Bumf IAN 6we06) Iu..N37 USE THIS FOR7AtAAT008TANTtG7NCHO:{ EOOA Wt•w41n7 1• 21tY 1• i•V2• iM' 1• 21A' 1• I.- -q• I3•tT T 6472 o.d• a94• CApACRY REOUII{FIY COR11=T11DINOTO ANS Ee4G•x. WN' faN- ISN• O7N' 7 Snr iaN• 1.421- 1•k»• 1-iir tur r roYR 100• x163 ACTUALFRESSURE REQtAR73AF1iTFORTttE` 3Anot03® Yn OA.Iw lFb.tt b 4wq b 1Tdq xHq xeob 3dq 7`10 .91_ b BNq Mlq N]b 360_ OPENING•WHENIT@LGWERTIOWT}E FAtA,UGH 461dNF 384421 O.C./O0h0A�0•adtt(y.2K 760_ 1d_ 1Wq % _ 26x56 MOB M. WA 1120. ZNq Odq NIDA NTb 861. 6 tb dWACITY(FROM THE TABLE)OF THE 69.ECT� 6AAo6m4 171•WOOGI 203 Ab301d7 k itRq HRq edq 22Nb :x316 703 3i0q WA102R6 eYA 1906 WA t.iiq 1976 fmOb MULLIDN.ITWAIL YIflDAMN7MUM ANCFKY.{ .._. CAPACITY WHICH MAY BE IbEQ rO fYJALIFY ADDITIONAL/NCHOR GPTIONS FROM T!� ANCSiOR FIGURE I: CAPACI7YTABEE :•PAOpt7isRSY7SED - mWY49 miN 036 FlMI21 ( TABLE NOTES. nuiidM/C., (({{�'' •��• ''6' Ae0e4»mtJ NA I(aeYZf8.d3 SEE SHEETS 2.4 ORGEN RALINSON USON THE TABLES AND SHEET 26FOR INFORMATION ON LOADING. .. 0016 4121 SEE SHEETS 2•d FOR GENERAL NSTALLATWNMETHODS / B7 FIGURE 2: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDRNi OPENING WIDTHS 6 ALLOWABLE MI Oeda tlillllf/ HOLES TO BE DR01PD IN THE FIELD FOLLOWING DIMENSIONALMULLION AND MULLION CUPS S14OWN ARE NOT TO SCALE.F RFSTRI ONS SHOWN ON SHOR EYACT DWENSIONS.SEE EETS 1-23. .725 ^`)O��l""••YNN Aft1F'f/� s • • • FIGURES SHOW SUGGESTED:APFHOXIMATEHOLE1=71 ONS. 30" -fir.:41Cd:H5N•''• It:M 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SFS,CIFICATIONS HOLLOW AND GROL77•FRL ED 32W 10,58705 FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASIMCSD.WOOOSHALLSE PRESSUR&7REATEI .y+��' •' • • • YELLOWSOUTHERNPNEWITHANSGOFO.5&ALUMNUMSHMLSE80p-T6ANOSEAMNLWM OF.126• _ THICK STEEL STUDS TO BEAMNIMUMGRADE 33AND,06S UG THICK GAUGE).STRLCNRAL STEELTOBEAT (J1 �N 43110 1L7� 30' LEAST.126`THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND •� THE MATERIAL.#106012 ANCHORS INTO WOOD MAY BE STEEL:18.8 SS.OR 410 SS, MULLICH �•L '.C). RLOH\DP•'•�y ANGLE CLIP(FiOLBES 1-3)MUST BE USED NPAiRS tA�t A L'�IVN MI'V&P.E FL P.E.O 68705 TABLE IGA Ne1Fen Cap..IIYTblo Ob.M IA! WWth(-wff-*t A.AR;,M6M}atOp•TOONI M6a nrlan} C C SOF NF DF 0b Wb 4047 iDh 1106 iNF +8 R•eNp.Y I T•M ICII, R1c1npW LNP'anp. BKtrg'a 11¢IItR R+C•rs}Iw T•FRIr¢ MIIr4A+ 1YpRb4 PIv'. Twawa Reww. IwTlr0 W.Vd• T•Prum AlatmpY MAP&_ CGAL ta•6n0 L.-ft L440ry Iain LA•m9 IApI L.C. = LdMO tuAdp 1-ft L. 4 I_ft IANfO L..ft tulip 10••41 A.AN P0.. 11 1 11 1 11 1 11 DAYTA7LL if 11 J1111 1111 if if if i If 111 11ll, If $ if 1 111 if 11 11 1If 11 1.1 11 11111,1111 i If 111111 H a88 m z � 47h IT N0 P00 m IroA TN SRO A/ tN.O OM IT" rot AMA an 1740 60 fim IIM 1ra0 621 AMC IND tlOn Sn flm 1m IMA dtl AMC 17M 170.0 bF flim fen I iml NI IJ Nb Bob 700 IRO 6D tAA eN 10.0 061 1740 ON nA0 am 7740 NM iRn eH 1749 17ri irm bn AMC 101 IRO am w_ Ian POA No 110! taA AMe 00 ma Ian Pm tN •.i 2 69.0947 iM0 Tor 1700 6D AMC ON tra0 01 IRO AM I am AMC Also in. 7M AMC INS AMC T47 1Ro INI 1Tm 750 147.1 ANA 170-0 7N 79.1 11MU InA TSO 110.1 1552 AMC 160 N Nb 47U i% IRO H2 MO C60 -0 6% 17m lila tR0 761 !Tu 1776 4700 a% 1700 JAM 1700 877 Sbi! 1453 1]0.0 19 iD1 !4M 1706 Ni 104 nM t]m tdi %A UM 5746 NI 00 o .MIC IRO 605 70.0 101 IRO INT iron 701 AMC 1240 n00 4711 I%1 I= Ana ON in 1700 AMC 000 nL7 1790 1016 N4 IN1 nN IN.1 CO as two 167.1 w 704 ISO 167.1 on (LDS ID NF AMC 00 AMC NS 1RO IIM IRO ON 1120 MIT AMC •40 IQs 4717 tole ON IX? 1DT AMC ON NIA 1247 1113 952 AILS IDT 1502 IN StA INN nil W n; VAT tbii eM W a { -Nb 1740 %4 1740 7N 17" 1160 AMC QN 1404 110 1027 ON AM NN 117.0 916 11U t10 1745 an Ana 11m !D4 011 asa Ifop 110; a0 747 1100 I1LI AM 'NA 110 IILI 807 � Z In, b RF 161.0 10I0 100.1 en 1N] AMC 1N.a Li0 115-0 1010 tt79 110 1N.0 IDIo 11-07 aM el0 t%0 JOSA On a7A 1-010 040 )Or %; 1040 0A TN %7 1%p i7l TO 0; ipM W.] ]B �( Tam INA 0s NL 747 114.5 ON 1720 7n N.1 Na 3041 741 au ON 902 740 M M0 011 7M C67 000 076 TD 47; ON N.7 710 N.I ON 712 710 4" 00 .TOO Tal _ g 2 RF tD.l NI iM; 154 1%A 601 1125 759 000 NI 010 RI nA NI 664 n6 70.8 iaf alA 7% %A aN ri/ 001 010 911 dLi NI IS./ lei Oi.S 015 547 Ni ail an IAF a27 010 M,4 674 a0A /N 721 aN 60.1 ale 020 64 61.7 as %1 547 4m W 504 L1] NA 60 47.0 000 aI; W 41.0 610 DA eie 5L7 611 NF 067 5M RI Ml 56e IN 50.1 40 401 5N 5U NI IU SN 404 407 51.0 bN '41.4 M Ut -146 Mf 474 M.4 5N SU {St 141 6N SQS /N 249 5011 RI N7 iNk 473 W 444 406 ]40 IN 411 3@ 242 40 SS] 505 294 M )LT NT 700 M DA tel D0 N/ 2L7 ]n Da in rL7 790 17.1 N0 201 Ml ILO 410 111E Ill IM 40.0 >N M.0 m 17; aA O1; m ffi0 m ]/A m RI tbi T/A m D3 562 721 m 11,0 7a t0A m 50.7 SN fa.i m iaa 3n (Y IDE 540 ON M; Mi !LI )94 20.• aD D• 014 210 521 )U MI 770 7D 144 701' ]D; all ITA 701 1L7 )N tAwb R! DO RI ]M !Le 707 11.1 710 Q Q TABLE 76B "Anchor ci T601p ANCHORCAPACtTYA=MMENTFCRMULA: 3IIx`.a &60.11 uamml•1• aNCeO IblawpAf F•dwu vTYAo7 lbfd (DP,,,J X'(ANCHOR CAP",p_" ANCHOR CAP.,, 'bfirF4s tN'80 allre7w iH'8SEk0 st00YN !11811 en8W. MULLION 4IIP�..� AacllarCFp Pofflml Amarrypa >,ta Etotivmfn w•Gco t5Y4m IFTcon rlrBboLd•wO OrseoUtaml A01.O•D, - hP•Ow�,ro3 eai.tw) -(OAQ 'Us THIS FORMUATO OBTAINTHE ANCHOR )a>.7nws•Ca] 4 a-IQ r -l-tl'!. - t1' M7 1• 7-Im r S1rr r OAT ow 01N1 CAPACRYREOUIRED•CARRESPONDINOTOAN 1:m 014 Fvr ss{• I-vr IW r Iarr t-tA• Fvr Fur tur 1-tu• z 132 tss .sI.4 ACTUAL PRESSURE REQUIREMENT FORTHE 7 O6'NA 0.0.Qlh A�•Ctlp•]Oy.It b 7Nb •006 006 IT00b 7106 ]OOb )Sib {Oq %4 b 0166 Ntb 4Qq 606 OPI]TWG,WHEN IT IS LOWER THAN THE MULLION {ArMR 07XIAIaAl R1'Lso 4eW 1(479.98 lD7 )Nb 710. UiOq' MMY 6106 5016 WA 515-06 T41q 0106 1-ftt5lq b 5196. CAPACITY(FROM THE T/1HLE)OFTHE SELECTED 2]i'sL�11 a Nr7ps Q itDhi i 55 1196 1106 INb ?Nlq 2^34M Mt4 04040 WA. 19896 MA AM. WA tO27Y iBPq Sa66b L;ULLMN.ST WILL YIHDAMIHIAUMANCHDR CAPACITY,WHICH MAYBE USED TO QUALIFY ADDINIONAL ANCHOROPTWNS FROM THE ANO+IOR CAPACTTY7A&E 47191174E t: PRODUCT REVISED m mnPblM wtpl•aFI4iJ TABLE NOTES: ItWMnyCbN A.ze{IaemHi m-0x)$.47} A)SEE SHEET FOR INBTRUOTONBON USING THE 7ABLETt AND SHEET 26 FOR R7FORh1ATI0N ON LOADING 4nDrte rIA2I SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. 8} FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWARM Miry' F 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.2x, i1 LYNN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION&RESTRICTIONS SHOWN ON$EET$2M. ,426' 4S • • • FIGURES SHOW SUGGESM.APPRO78MATE=LOCATIONS, S. `t is 4j SUBSTMTES:CONOIETE IT(CMUHALLCONFORM FORM T ASU GPft WOOD SHALL SEPRSWDOROUATED 9.260' '' IT 52705 FIGURE3; CONCRETE BLOCK IR4R(CMU)SHALL CONFORM TO ASTM ISO.WOOD^uttitl.BEPRESSUR&TRF/1T� •�: • • • • YELLOW SOUTHERN PINEWITH AN$O OF 0.55.ALUMINUM SHALL BE 6088-1`5 AND BE AMINIMUY OF.I25' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.OLS MCK(16 GAUGEL STRUCNR&STEEL TO BEAT S7l L II LEASTA25'THICK AND AX ALL ANCKORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND � -•�'•. $ ?1r4� THE MATERIAL 010 b 012 ANCHORS INTO WOOD MAYBE STEEL,168 B.S.OR 410 S.S. '.fir(•''•..T9.oIflVO:• C7+ LKIN ANOLECt1P(FIGURES 1-J)MUST BE USW IN PAtRB, 'A IRS ' A LYNL LEIRSE. FL P.EA 66793 -�tow I-- -1 1.0oO Las X44 ,, .126• .i2Y .125 2.1 SW 2.760• .125 3126' .125 3198` �k R� R� .576` .375 .600' r 285' 626• O f f -T 1'X 2`X.126`MtXLION 11 X 2•X.376'•MULLION ,•X2.7WX.37SNUWON I•X2.T6•%.6SPA69.UON 1•X3125x5'MU1LION 195X3.iwx265NUtLiON 1.20•%R11•%.itt MULLON 7 S 6063-Ta ALMA 9063-TOALUM. 806N78ALUM 6063-T6 ALUM 606346ALUM. 0083.76 NUN. 606NT6NUM R-' U7 XSECTON XSECfKiH XS1X:7XXt XSECTO.N XSECTION XSECTXXN XSECTNJN Lu p 0 Z 0 sTANDuebcLP TABLE A 6663-T6AtuM ( .� "Ge"Relo»va101 pn} For G!<NIEOD: ? }� 2" xSEGTON a'1� UC1/P 2000• X-SECTION A 1.425 0. U7 i .125 i S-SSECROLN .125 8 2654 1.7Xr ZZ Q Nr rr C 0.405 TDba MW n Q ZOLI £ .125J I 4 D 0.740 ¢ o -1,7.1p•t•- A' 1.126 B 2444 S•XT G X.3TN O ~ .575 -"-3125---1_ urn OCHERE TO .375. D"WAIU X.37 CREAT-Mvam Mft E �S -------{ C 0.035 Tuba MUIBon :1U Q 3y MIN. DETALFSHEETa .375.Wff. b- D 0400 .338•MRL A 1.476 p=WffHIN , ___-__A A -i tAC1� A {.-_ _-.-__.,-iB 3006 1•X2.75•X6W3-T6 NUM `._ -------- __________, DLSANGL6 CLP C 0757 .376 Alum)TOPvwW 6WNTBAIul D "1.114 11160 Mu`Sim STANARDCU. CENTEROFANCHOR HOLE MUST LIE--.THE TOPVEW - E .460 MIR. DASHED BOUNDARY.SEES PETS 6.17 FOR THE NCHOR HOLE MUST LIE -T07MEW, CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MMU,UN ANCHOR A 1-312 1•X2.75XASHEDBOUNDARY.SEE HOLE MUST LIE HOLE DLWETER:ANCNDR DINIETER4IAC. 8 3,000 .6w SHEETS 6.17 FOR THE ANCHOR O.C. ' WITMN7NE DISTANCE.MAXIMUM ANCHOR HOLE - -SOUNDARY.SEE C 0.475 Alum6Am1 DMMETFR ANCHOR DM IETF.R•1716•. SHEET8617FORTHE tdln ANCHOR HOLE OR LEB Mon 9td.r PGTPe,t9 iY DDTI0.838 T16a6t25' 373 M8t DNUL�ETERa 1rle, TAB dmanYon ebaet Gllp ❑ p 04111 AINNIUNI -.... A 2000 MIN. 1'XT X.125(5) 40806 6881 IP -. ANCHOR HOLE ._ � tRtl0UCT1UiWSSD 6SW` .376' MuU ( 8) Mu RrtCll � B 2,63! 1'X3.125% p AnyA Cllp C 0.810 .Alum {9,;ry MAh4bFldf r13M 58B1118M W4243M S665t1M 716aM7B nceM Cmrial14-0 3 D 1.137 0 D.r 9021 r---- -----T-----------, .- 1•Xr X.375(8) 883008 638114M 6581119M 6862MM 6665121A A 2826 1"X275 X.375(7) 08607 666IMM 6841720M W8246M 668613M B 3,682 125X3.188' M�p yry, _ i•X2.75 X. 0'(8) 58608 SM116M W1121M 666246M 6OW14M C x285 1160 mull 4.!162 i t I i D i 1•X3.125X.500'{9) 68037M 680111SM OB61114M 685242M 668S16M D 1.762 �,`�tty LYNN g1/t��G7 i I i 1.2(7"x3188'X.268'(12) 86841M 8081117M 6381113111 S88241M 668618M 4 !' 1.23 X21!• t.�t~'. Ggas6'•-.�' A 1.613 .121•Alum •f.IT'S;, f.28°X211'%.!25{18) 693TO NTA NTA NIA 666517M Aha Mum .-y;: to.5ST05 OFFSET CUF NOTES: LC- .,--. 6003d6AL071 -� ��// ���'t�•� II T0� 1)HOLESTO BE 13RU M IN THE FIELD FOLLOWING DIMENSIONAL RESTRIGTONS OMEN ON THIS SHEET. {,7n 6 .7d0•-'F•-C�{ (),,tt��,, AYGP1bT:'.C7�� £ 2)SEE SHEETS 62D FORSUGGESTED,APPROXpiATE HOLE LOCATIONS&ANCHOR O.C.WSTANCE. �'F'�is'•• `}�-,� 3)SIM$HEM 2-4 FOR GENERA INSTALLATION METHODS, A. FL P.E.N 66706 -1+�•r- —1+�r- la�, 7<D•ber � 1..{�.,25oil; /AA25' NA0 CLP I IA 2.007 808376 ALUM. I •1,0072X6ANGlECP007 ULCLP%SECTION 80637.125• .125• 1 e XSEC)ON %S . N o0CENTER OF ANCHOR HOLE MUST LIE WITHN THE j�.12 375 CASHED ANCHOR O��DiNANCE UM SEE SHEETS 5,20 FORTIM ANCNOR m lL'� 7=71 Ti HOLE DIAMETER.ANCHOR DW/EIBL•INS. W N a O 1'%P%.1t5'" YXPx]T6' rxa•X37S 6.507 SpOp' C MULLION MULLION T-0A1WON CUTHEAETO XSETOAUACTION 6X975 ON 601t63.78ALUM N M� 3,2fi'--•�_DCREATE F-CUP.SEEEMCF.811EET �•37S — MIN, ? III j 1267 375 Z W r_______- r_______� CENTER OF r.- 1 875 _ I I 1 I ARCH RHOLE. i I ABN. 6 0 Z ,.267 1260" i I i i 1 MUSTUHWITHIN 1 H IL .T I I I 1 I THEDILSHED BOUNOMY.SEE F U Q m a i 1 I I 1 S/EEIS680FOP 1 Q O Z 2675E I _—_I__. I___ I F 7/E AH-CHC 0.0. FN a y mp o 3&' I I 1 I 1 F I DISTANCE. $, MAXIMUM 1 1 y Z _ — 1. 3257 3.5V 1 1 I 1 I I DAMEWJL ANCHIORHCLU CHOR 1 1 F O fYl1 fp 1 I L_______I •_____________________: l) Q .107 .100• -.107 __ ____� I ANCAETER•HiT. Q O O 270ANOlPCLP NN .107 4' L F STANDARD CLIP "LIP BOB}T �' .�' CENTEROFANCHORHIOLE DUST IE 808376 ALUM. T EW 6063•T6ALUM a -•I.827 F•-I •--1.827 N- --I.827 H- WOHN THE DASIED BOUNDARY.SEE TOPVEW TOPVEW . 125%3.25X.far 126'x028'XA2P 1.25%3.Drx.E34• SHEETS 6.20 FOR THE ANCHOR O.C. TABLE TAB LE C.CONT. MULLION X32M1JLVX X3.STXULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmmixl Volga Q1 For MUBlon: DOn.n.l.n Vain On Fa Mullion: BOOSTS AUDL NOS75ALU 6005,76 ALUM OIA6E'ffDt:ANCHOR DMMETER•1715. 7. 4 1.136 1 %SECTION %SECTION %SECTION G 1.000 .127 A 0500 %.824• H 2881 AJ=I n 1.436 AIM. .. 467___.. 5.507 .. (DO Tb MIHwn I 3250 TW.MON. I' 875 .WIT 3161 1'X4% I. 2616 f25' 8.14' 2881' Q MIN. O 0.757 .375 G 1.125 X.eN' UCTRBVISIID___� H 2610 A6TNIun H 1.SW AIw16t311___ I r___.___iI -30110 T8e 8'7' 1 3]50 Tutu MuBbn up wlDt llro FlerM. F 2260 +25X326• 2613 378.Hue iEiryMYcoAe ITit3Z7d.O3 F 26IS'B MWAaepluim.125' 11.600Ahmi.1252267 1 11Ii11- 3250 TX,Mu'A.n-3trLE D 12, 16'BAY M 1 I I Iar BAY MULUON 32W 806378 �_______I1 I 1 PGTP.Tt/M.n Dtn.nrwl 606378 AWM 1 x-SEC (.A.•L/) M.M.n tla ap oils!enP uLUpMaf.cOvxSECTION / �`�.la.:1OENse'••.R i Et O OFFSET CLP 1•%P%.725.(10) ED3B4 06Bf 11M OMV4MI 668241M 666516N .� l �' •.it 600318ALUM. rzY%.375(it) 66610 686112MCeNIVIMM421142M 65651'11 'lNO.y310" 2270PVIEW rXrX.37$•1-111) 86653 866ii2M6 _ 60511MNOTES: •747 I25X3.26'X.Iar(t3) 2DI00 8�1f27M662a/0M ewi15M 1.2TX32VXAW(14) 26161 0681126M �2/11M 666Si16M •t0 ��I)HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25X384'x,e2c(t6) 20182 8861t17M6B241M 66B517M •p 8 TE2)SEE SHEETS 6-20 FORSUGOESTED.APPROXIMATE HOE IOrdTI0N3 DNWAWA 88851fOM • OWAWA 666,t11M �'i�s P, 3)SEE SHEETS 2-4 FOR GENFFILL INSTALLATION METHODS A.L•V444� �.E. FLP 658705 TABLEEAE MuI10111TenelOn POT Perth f F (.h..,,) Mullion Stl.COp LFC1ip Anglo Clip I -•I`—•125 I �{r`'1 —(F-1217 5t! T XP X.25-(104 666D2 I 611=11A 806271M BB05112M � i TXe'X.25117) OB6D1 686202M B88272M 6666113M600-Til OM I U-CP 6053-TO ALUM. Y I I BO&7•TO ALM I 805YTSAION 805SECTIUN. d 2.000' XSECTXk/ 2.125 %SECTION Y000• XSEC710N NOTES: I N 1)HOLE6 TO BE 0RiLLED IN THE FIELD FOLLOWING I .125 I .128 L •125 ,m OPAENSX7NAL RESTRICTIONS WEN ON THIS SHEET. T O N F 2)SEE SHEETS 5-20 FOR SUGGESTED. I�L4 ,--4 1 HOLE LOCATIONS. W 3 S) EE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1.49Wb.600' __ 2 K i N ��¢ LLI CUr HERETO 5.000, •375• m N D 0 2.000• .375 a * ;._SEE DETAL FCIUAM . -.3TWf -.376• MOL O m j MOL 5HFET4 J 2 7 r_______ ___' __-...___i .__.__ r_______—____________T Z W J ^• x.005 .- 3438• f • 138' f }—_—___—_' C 3 c .250• rX4'Xas• a3y MULLION I I 3.W0• 6553•TSAL.UM. j I I I I N %SECTION I 1 1 I I I •375 N Z" L_ ______ __J___ _______., L L L_________________.____l MIN. cc Q T7 C y S7ANOARD CLIP U-CLIP.805YTBAWN. 2NSANGLLULL Q Q O CENTER OF ANCNORNOlE LNSi LE SOSY71i ALULL R2'X�•M1ELWL*N5 1 CENTER dF NX.HIDA HOlEMU97 LE 600Si8AWLL 'THIN TH. BOUNDARY.SEE TOWIEW •'� TOPMEW WITHIN THE DASHED BOUNDARY.SEE TOINEW SHEETS Y20 FOR THE ANCHOR OC SNEET55-7O FOR 7NE ANCHOR O.C. OLSTANCE MAXWUMANCNOAHOLE CENTEROFANCHORH01EMUSTLIE —ANCE MA%/AUMANCHORHOLE DUAIE7ER:ANCHOR DlA&TER•iNC. --WHH."J4 THE BOUNDARY.SEE - DIALETER:ANCNOA OUME7ER•Utr. SHEETS 5-20 FOR THE ANCHOR O.C. 5,�. DISTANCE.MA)OMUM ANCHOR HOLE CWHM70 DISTANCE. ANCHOR DMMETER-076•. 5AOP X2.000•—,.) .375• 8.600• CREATE 7s ;MIN f r"SHEEf4 _LN. f MR .375 ; • I I � I I I I I I I I 1 I I I :3000GTREVISm .mHmilYlnSm7A WeFTulh I i I i i Bn �°.aarlo1�0218.03 i i -• i ; Im Ooa QOZI i I i i i Dr 16ff0.000° f -�- _r-_ ---�" 4.088' f- + 5.435 f -+'-- ----�-- M H I I Ip Luu N, I 6.438' I 6.439' jLy NN 7X0•%SS I I I I I r _\�: ,TCEHSt'••:.'Y�: MULLIONNo.6(1705 i I S087.75ALUM. I XSECTION .375 - ,. '• '_: ___i ma STANDARD ALU P UL 2X5 ANGLE CLID '•.(iC''• OF,InP.a�`�: .260• 5003-TO VIEUM. USED FOR TX STMULL N.SHEFT I7 �TOPViEW� r\IA(-��7�� TOPVEW 70WEW ALY HS1hM R.P.E. FL P.ED 56706 77tAPPRNWAL ERTIG_MULLION THE BUILDING SUBSTRATE IS KNOWNTO BEWOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.V4'.7HE OPENING REQUIRES A DESIGN PRESSURE OF-6M.60APSF. � � 1)INITIALLYASSUMINOTHAT A I'WBDE MULLION IS SUITABLETHE MULLION LENGTH IS 7T AND THE OPENING WIDTH IS 32'-32-1••86'.REFERENCINO SHEET 25.THE COLUMN USING RECTANW LAR LOMNO MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 6 AT LEAST THE WINDOW FRAME DEPTH OF 244 AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50A160.0 PSF.IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NEM LARGER SIZE AVAILA9.EFROM TABLE 3A SHEET 7,THE 1'X2.75XA7V MULLION(LENGTH•M OPENING WIDTH•TU-)MEETS THE DEPTH REWIRED,HOWEVER THE DEMON PRESSURE G-/6B3 PSF AND WOULDTIONNOTBESUITPBLEFORTHIeAPRIGTION.IS 24 FROM TABLE K SHEET 8.THE I•X2.76'X.SWMULLION(LENGTH•7S,OPENING MOTH-W)HAS A DESIGN PRESSURE OF-1•727 PBF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED N THIS APPLICATION.NOTE THE ANCHOR CAPACITYREQURED OF 636 LBS, AL1u1tnN1 A 2)USE TABLE 48 TO FWD THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHEWOODSUBSTRATE BOTH THE STANDNFtDCUPWILH(4)f12AICHORSAND7NE 2X6 �jX m lJ ANGLE CLIPSWITH 14)012AlCHORS NAVEA CAPACITYOFM LBS.THOUGH EITHERONE COULDOEUSED,THE STANDARD CLIP ISEASIER M INSTALL InON 1-y 3)VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION ON SYSTEM,THE LOWER DESIGN PRESSURE.OF MULWNS OR FENESTRATION PROOUCTSWILL a W 777 SNEERS APXM PLYTSU OTHE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED WACCORDANCEWRN THE - j 111111=111 INSTALLATION SPEC[nCATIONSINTORESPECTVESUWMTESMDFMESMTPRODUMMMULLIOM R'L W IN THIS EXAhPLE•TNE DESIGN PRESSURE REWIRED WAS-PWD PSF.THE OVERALL MULLION SYSTEMWAS DETERM24ED TO BE 723 PSFWITH AN ANCHOR CAPACITY OF 838LBS ALTERNATIVELY, W o 0, NOµCxa—tB1p�ix-Rn—rnvS¢L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: m ~ I1I— T1rorN (50 PSF)X`83E l�>•6248 LBS (MAYBE USED TO QUALIFY d 10 STEEL SCREWS FROM TABLE IB) 727 PSF .:. ,Z f THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADERAND SILL.THEWINDOW FRAME DEPTH 132,Vr.THE OPENINOREQURESA '2 V DESIGN PRESSURE OF-"41"PSF. -L z Q � � FOR THE VERTICAL MUALI N: Q c 1)INITIALLYASSUNNOTRATAi'WIDE MULLION IS SUITABLE,THE MULLION LENGTHIS 32Y72Y1+10SANG THE OPENING WIDTH IS 36•-35•.1'=T3'.REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL REUSED,SCAN THE MULLION TABLES FOR AMULLION THAT ISATLEAST THE WUIDOWFRAME DEPRH OF 26M'AND WILL N W g EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50A1-53A PSF.TF.THE TABLE DOES HOT SHOW THE EXACT SIRE,USE THE NEM LARGER SUE AVAILABLE. WI a 3 FROM TABLE SA,SHEET 7,THE I'X2TWX.37B MULLION(LENGTH•IOV,,OPENING YAM•801 MEEFSTHEDEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS.1-1S1 PSF C nUUWDIHI-•i�- AND WOULD NOT BE SUITABLE POR THIS APPLICATION. O FROM TMlE 12A,SHEET 18,THE TX A'%.260'MULLION(LENGTH•1Or.OPENING WIDTH.60')HAS ADESIGN PRESSURE OF-)64.7 PSF WHICH EXCEEDS THE REQUIREMENTS O d =Z to FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. ]] SEE 6Nf3:T3 BECAUSE R IS NOW KNOWN THAT THE MULLION WILL MD 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING MOTH IS W.38'-2+7P•NOT 73'AS PREVIOUSLY r fEIlE6TMTXM I� LL ASSUMED.VERIFY THAT THE OFSI(N PRESSURE L9 STILL APPLICABLE FOR 141E ADJUSTED OPENIN0.ALTERNATIVELY.THE\MNDOW WIDTHS MAY BE REDUCED TO MAt1TAH A'PRwAt., �- THE 73'DWENS40N(361D'-35-tD'-2'•M 2)USE TABLE 12B T)FIND THE ANCHOR TIPE,ANCHORCXANTITY AND CLIP TYPE REQUIRED FOR THECONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED i CUNCRETE HEADERANI ARE O.Wo IF T}HE MULIJ CUP WERE TO BE CENTERED VATHIN THEW,CARE MIST BE TAIENTO MAINTAIN THE FA3173HER5 EDGE DISTANCE. USING THE$TARGARD CUP WFIN(6)3115'ULTRPDONANCHORS AT AN EDGE DISTANCE OF 2-lir ONES AN ANCHOR CAPACITY OF 1030 LBS WHICH GGFEATER,AND• MLILLIQI M. ` . lENafN DETA55. DECK E, 7HEREFORESHATABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LRS �ENND SIEEI87-0 SHEET) FORTH-110RQONTK MULLIONS' HEW - BECAUSE THEVERTICAL MULL WALSE A YXPX.11 MULLION,IN THIS EXAMILEWEWILLMATCH THEA.ALANDVERTCAL MUWONS.ALTERNAT11FIXAN07HER FOR MULLION TYPE COULD BeCHOSEN. _ . NOR¢ PRODUCT 1"0. 11TH.MUWTABLE1ON LENGTH A'SHEET 16,THE OX V X 2 MULLIGHT ON NIQL32'-72LENGTH OPENCINGNING SHEET EIGHT-iff)HASLVMNUS PRESSURE OF-1-i RUNGUTAiLDMNG MAYBE "rs-o & USED.FROMTABlE 17A SHEEP 16,THE 2'XN%ZSP MULLION(®LFNGTH•4T.OPENNG HEIOIT•1207 HASADESION PRESSURE OF-1-170.0 PSFYMICH EXCEEDS THE,:. aOA�J�KI6.OZ)b•03 REQUIREMENTS FORTHE OPENING AND MAY BE USED W THISAPPLICATION.NOTE THE ANCHOR CAPACTYREQUIRED OF 521 LBS. ,—�D" /uYe1 oETNL6. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE ANCHOR QUANTITYAND CUPTYPE MQUIREDFORTHECMUSUBSTRATE IN THIS EXAMPLE.ASSUMETHE CMU JAMBS ARE W R7 61ffETB WADE.IF THE MULLION CUP WERETO BE CENTERED WITHIN THE W.CARE MUST BETAKEN TOMAINTANTHE FASTENERS EDGE OIST/NCE.USING THE 2X5AKGLE CUPS WffH M'(/)YIW ULTRACON ANCHORS AT AN EDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF TNO LBS WHICH IS GREATER.AND THEREFORE SUITABLE•FORtHE RE11 _ ANCHOR CAPACITY OF 521 UBS. O .4.c is ..mom-� NOM /)FOR THE UCUPIN WHEN 3 ANCHORS. WHICH 1TCKATER,A USEAND THE OWEAITABLRCAPACITY ORTHERF62LL8ANCHO CAPOR THE UtLEMENT SHOWS O E2 ANCHOR , ` �r.'�\CLY3F'•'.P 1NF"�MARL LB+9TH IAAL L6NDIH CAPACITY IS 1074 LBS WHEN USINO JANCHORS,W18CF1IS GREATER,AND THEPET'ORESUITABIE,FaiTNE HEQURED ANQK)R CAPAGTYREOUIREAEM OF b21 LBS.TUE OFBGHOYADTH IORVFR11GLun, ANCHOR TYPE IS A 012 STEEL SCREW. WD.511705 FROMTHEABOVESTEPS,OURMUUJDNDESXNPRESWREIS _ //jJ -1$47 PSF FROM THE VERTICAL MULUOM T vl� J�' ' :LL: 41.170.0 PSF FROM THE 38'HORRONTALMULUONATTACHNGTOCMU: '._:�J'•. SAE :.'V_ -1-170.0 PSF FROM THEW HORIZONTAL MULLION ATTACH@NUTO THE VERTICAL MULLION(WrERSECT 4 THE LOWEST DESIGN PRESSURE 13.16/.7 PSFAND WCULDAPPLY TOALL OFTHE MUWONS. , �'nj(S•.,FZORIO>;.•C\{�;,� VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USEDW'ITIH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILLAPPLY TO THE OVEMLLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION ANDTHE FENESTRATION PRODUCTSE INSTALLED IN A.LY'FdJ MPoucrt,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PROW CTSTO MULLION, FL P.E.!58705 EXAMPLES OF RECTANGULAR LOADNG' EXAMPLES OF TRAPEZOIDALIMANGULAR LOADING: x$ + 1 PW PW Sd PW 1 -SFGOH SHNH SHNH SHlDH i PW PW... U) m N it 1 / H _ LU LOADING OFVERTICALMULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED KITH INTERSECTING HORIZONTAL MULLIONS 1 Rny� I V xlO SM !!!/// Z a• LOA DINGOFVERTICALMUUJON fVl�j j PVJ J LOADING OF HORIZONTAL MULLION IAADIXOOF xORRONTAI NIA.LtON Q i Fz PW 2 PIN In L }I �Lf PW L ~ Q N N 4 u Q�Hwx ^ sHwx LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I l� SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING.VERrKAL MULLION 1 PW PW _ HR - 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - I HILAR I NOTM-` ,XOWLYItEVISED I)ORAWWGSARE ndPW PW wmscd4�4— �4 RERFSENTATIONS OF TYPICAL Amery—m ,p3 j PW -CONFIGURATIONS. Ix1' D� ) 1 --CONFIGURATIONSNOTSHOWN P./w THOSE SIOWH.MAYBEEXTRAP IATEDFROM 2)IF THE LOADING TYPE CANNOTMI BEDEfERMUIED.USEPWRECTANGULAR LOADINPW I SFE PRODUCTS'APPROVAL FOR A -" - CNAL ANCHOR LOCATIONS. rU LOADING OF VERTICAL MULLION -. ...LOADING OF VERTICAL MULLION I [� a / 1 G PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WTH INTERSECTING HORIZONTAL MULLIONS ; STT: ............ LOADING OF VERTICAL LOADING OF HORIZONDIL A CYN/ � 6R1'dE. MULLION MULLION FL KE 65705