Loading...
HomeMy WebLinkAboutNotice of Acceptance T - T MIAMI- 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.minmidadLgov/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: Series"PPI-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, 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, j 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. CMI&MMECOUNY NOA No. 14-0930.25 f Expiration Date: April 30,2020 f / Approval Date: Apri130,2015 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, 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 a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega;P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),dated 09/18/14 and 04/07/15,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). E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Ine. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. Manuel a ez,P.E. Product Contr E aminer NOA No. -0930.25 Expiration Date: April 30,2020 Approval Date: Apri130,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTIMED) 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-51h Edition (2014),dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon, P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel z,P.E. Product Contr 1 E aminer NOA No. 4-0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE MTINO - IMPACTRESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE I VARIES PER GLASS TYPE SEE IMPACT RESISTANT TABLES 413•SHEETS B-10 1)THIS PRODUCT HAS BEEN DESIGNED A TESTEDTO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAK BUCK WIDTH SEE TABLES 413 MAIL BUCKWIDTH SEE TABLES 4-0 HURRICANE ZONE(HVH4 (SHORTOR LONG SIDE) (SHDRT OR LONG SIDE7 MAX O.C.SEE7b'MAK 2)SHUTTEFRS ARE NOT INSTALLATIONS WHEN USED IN IN THE DONE DEBRIS TIBOLONE. B,SEE _ I' -I TABLES 413 D'9��- - '� f`MAXx'O.C.OSEE TABLES r FOR INSULATED GLASS INSTALLATIONS ABOVE WIN THE1MR71{EOUIHG4TIp SHEET3 SHEET4 .. 1 4PPL�d"PI''h2.laRc LtTE(CAP)MUST TEMPERED. -, -( NO WI°p T 3)FOR MASONRYAPPLICATIONS 1N 1AAMI-0ADE COUNTY,USE ONLY MJAAI•DADE I VISIBLE T VISIBLE 611° COUNTY APPROVED MASONRYANCHORS.MATERW.S USED FORANCHOR LIGHT WIOTIi I MNL eUCJT LGHT WIDTH EVALUATIONS WERE SOUTHERN PINE.ASTM CBO CONCRETE MASONRY UNITS AND 1 CONCRETE WITH MBR.KSI PER ANCHOR TYPE _ HEIGHT,SEE DI- 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED IX r_ _�____-_..—_—_ - -� TIL NO ORABLES 3 -� .�_---.'--_-- FWALLAT10NS.IX WOOD BUCKSAREOPTIONAL F UNITIS INSTALLED DIRECTLY 70 ; I / SHORT SIDE) / SUBSTRATE WOOD BUCKS DEPICTEDAS2X ARE 1-VrTHICKOR GREATER ITLYTo VISIBLE I VISIBLE a BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFERLOADS TO INSNQ A i / LIGHT A,SEE 0 I / LIGHT HC.SEE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE i HEIGHT SHEETS / HEIGHT SHEET ENGINEER(EOR)OR ARCHITECT OF RECORD.(AOR}. / MAK BINR 9)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR HEIGHT.SEE STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. TABIiSO-0 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFASHING MAK D.C. I I (LONG OR ' y STRATEGY FOR WATER RESISTANCE OF INSTALLATION° L BE DONE BY OTHERS SEE TABLES f MAX U.C. I SHORTSICE) L� ; •°B AND IS BEYONOTHE SCOPE OFTHESEINSTRUCTIO S. 4.13 a W O O SEE I TABLES 18 NMAXOT LUSH 1/4-SHIMS U EACH ANWOR APABLE FTR WHERE THE PRODUCE 1 ...... _. -. - 4B IS NOT FLUSH TO THE SUBSTRATE.USE SHB,45 CRPABLEOF7ANRSFERFLORO APPLIED LOADS.WOOD SUCKS,BY OTHERS.MUST BE SUFFlCIENRYANCNORED TO RESIST Bim__ 6'Mq)C p�-- 725'AUK LOADS ILTPOSED ON THEM BY THE WINDOW. In, J P.EQUAL-LEG)BOX& TYP.INTEGRAL FlN&J-CHANNEL Z T)DESIDN PRESSURES FLANGE FRAME(90'CORNERS FRAME(90°CORNERS) U v X y A.NEGATIVE DESIGN LOADS BREED ON STRUCNRAI/CYCTE TEST PRESSURE.FRAME �- (ANCHORED THROUGH NAIL FIN) IWUZ pO2 UTD� ANALYSIS AND GLASS PERASTM E130D. 1.25'MAX F i O °& B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCNRAU CYCLE x TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E13M _ &'MAX.-r•I �-- I �Z (LZ O 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE ^ - 61 MAX ./ ... O j O YHNDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE.THE 33113x .0 ` 1 - MAX OG SEE �C. 3 W STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE IA \ LOAD DURATION FACTOR WAS USED FOIRTHE EVALUATION OF ANCHORS INTO WOOD. SEE TABLES TABLES 4-0 I� ETABLLS ®$ g ip w°�6 ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL NEST i S�S7 ((OD THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. W 413 rr B)METALSUBSTMTETO MEET MIN.STRENGTH AND 7HICKNESSREOUIREMENES PER MAX O.C. p O Z ;7-m x CURRENTFLORIDA BUILDING CODE AND TO BE IIEVIENED SYIMEAUTHO.IHAVING TABLES VISIBLE I Ul JURISDICTION. _ VISIBLE 4.13 LIGHT X Q IIGHf / NOOHf Lu itl 10)REFERENCES:TEST REPORTS FT478BT,ELCOULTMCON NON ELCD CiiETFilD( HEIGHT MAX BUCK LuZ NOA:ELCOAGORE-GATOR NOA ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& MAX SUCK / HEIGHT.SEE LLLSSS Z W BRDNZEUGHTER SHADES OFCAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN HEIGHT,SEE TABLES 4-0 rj U' SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PANDS&ALUMINUM DESIGN TABLES 4-9 (IONGOR Mp o�Tt°w5 MANUAL VISIME (LONG OR VISIBLE SHORT 610.) 11)PVBANDSOINTERLAYERSMANUFAC7UREDBY F.I.DUPONT DENEMOURS&CO,INC. �- UGHTWIDTH - SHORTSIDE) uoHr vnoTH �•���V LYNN Mq�' AKAKURARAY AMERICA•ING 1 &'MNL 1 ... r `� 5.:'�10EN '•.�`�� GENERAL NOTES---____..1 T � J *�� EIEVATiONS-_...----A I � &'MAX, 1.23'_ -'� �MAX O.C.SEE TABLES 4.8 �I�125'MA% _ N..58705 _ FRANE,CLAS S&ANC NOR L- MNL O.C. MAX OPTIONS....._.-__�.2 VISIBLE LIGHT FORMULAS_ � I 6EETABLES413 MAX BUCK WIDTH SEE TABLES 48 �-0A. �• Lr� INSTALLATION,FLANGE& WIDTH:BUCK WIDTH-441116' MN(.BUCK WID7H SEE TABLES 4-13 (SHORT OR LONG SIDE) �p EQUAL LEO_.-.�_.e_-3 HEIGFIT:BUCKHEIGNT-4318' (SMART OR LONG SIDE) O STAT O !(�� INSTALLATION,INr.aRALFINa TY?.INTEGRAL FN& '�''• JCHANNEL...._....___4 TW.EQUAL-LEGBOX& J-CHANNEL FRAME(CURVED OR %�CCSS/F�ORIDP.•�G\s� oGLAZING ESIGNR�ETAJf- ..._ ..e-to FOR ANGLED CORNERSD ANGLED CORNERS) '1,, NAL E��`��` (ANCHORED THROUGH NPJL FIM A LYNN YLLFR PE P.E.F 68705 TABLE 1: Table WINDOW FRAMES MAY BE ANYOFTHOSE SHOWN BELOW: Glm Description s Type 7 7/6'Laminated LG_*1B•A Exterior Cap+7116'Alf Space+5118•Laminated;(2)Ulm 01116'A Glass with.090'PVB intedayer 4 ,ANNEALED B Tir Laminated LG.:118'T Exterior Cap+7116'Air Space+SMS'Laminated;(2)Utes of 118'A Glave Will.090'PVB Intsdayor 5 IN! HEAT STRENGTHENED 9 716•laminated LG.:3116•A EKtedor Cap 316•Air Space+5116'Laminated;(2)LBee of 110'A GI®e WHh.097 PVB 1Merleyer a -r TEMPERED •PVI••.09V PVB IHTERLAYER BOX OR 10 718'Laminated LG:3118'T Exterior Cap+318•Air Space+SIT S'Laminated;(2)Lftes of 117 A GINS Wtth.090•PVB Interlayer 8 •S7-DW SENIRYGLAS EQUAL ,1 V Lem(nabnd LG.:178"T Exterior Cap+711W Ab Space+7116'Laminated;(2)Ulm of 311E A Glass WAth.090•PVB 1Medeyer 7 INTERLAYERFLANGELEG 12 118 Laminated LG.:3118'A Exterior Cap+3W Air Space+7118'Laminsmd;(2)Ulm of 311E A Glass vAth.090•PV8 Intedayer 6 13 T Laminated LG.:3116'T Exterior Cap+316•Air Space+7116"Laminated;(2)urea of 311V A Glen With.090'FNB Interlayer 9 14 1'Laminated LG.:3110'A Exledar Cap+'J8'Air Space+7118'Laminated;(2)Lftee of 3116'A Glass vAth.097 SG Interlayer 10 - 15 1"laminated I.G.:3117 T Exterior Cap+31W Air Space+711E Leminalefk(Z)Lflea 431,E A Glees w9h.090'SG IMedayer 11 GLASSTYPES 147HR000H 16 1'Laminaled LG.:118'T Exterior Cap+7117 Air space 7117 Laminated;(2)Utas of 3115'H Glass wxn.OBD'SG Interlayer 12 '17 MAV NOT BE USED WITH JCHANNELORINIEGRAL 17 1'laminated LG.:311W TExlerior Gep+arE Air apace+7118'Lernlneled;(2)Liles of 3118•H Glass vM.097 SG Inlerlayer 13 •FIN FRAMES. _ TABLE 2:ANCHORS INSTALLED THROUGH FRAME .WN OF 3THREAD.S - Group Anchor Substrate Mtn.Edge Mtn. BEYOND THE METAL Distance •Embedmenr .SUBSTRATE FOR X70 SMS P. ne = ( 131 STEESL S DS,MIN KSL JCh1AtRlE.L INTEGRAL FIN (steel,183S.S. Steel,&53 318' 0.050• —Steel Stud.A653 Gr.33• 310' 0.0451'(18 Ga) LNCROUfED G.41• A or410 S.S.) Aluminum,6063-TW 378 4037 VALUESMAYBE P.T.Southern Plea(9G=0.55) 7/16' 1318' USED FOR GROUTED CMU APPLICATIONS. - 3116'steel Ultwon Concrete(min,2.85 ke0 V 1318• CMU,ASTM ) 2-1/2' 1-114• 812 SMS P.T.Southern Pine(SG=455) 911E law B (steel,188 S.S. Steel,A36• 318• 0.057 ...' . M 410 S.S.) Steal Stud,A653 Gr.331 318' 0.0451'(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED.COMMON EXAMPLES SHOWN,INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Akanlnum,609175' 316.: 0.063' BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 413,SHEET 9614 114'steel Uliraeon ConLYma(min.285 ksl) 1' 1314• LONG LONG LONG SHORT C Ungmured CMU,(ASTM C-90) 2.117 1-1w' F`--SIDE -, (--stBE y .F'--SIM -i ►{ SIDE ).- ora•steal Craletmu Concrete ml, 3.35 C 1. .aro' 'f-r- 1w•steel URmcon P.T.SatMIn Pine(aG=0.60) 1• fele• �o I I � L ��. { T tmUPl(naAS(5T0M=C0-.9605)) 2.'.11/ 1-114" 114•sleet Geee tar 0y I I w t 1f4'steel P.T.Southam Plne(3G=0.55) 1• 1316' 1 - 1 +�. 4ppm xanaoeppl.awtLSth{ D LANG LONG LONG LONG LONG o [ FIedea oe AggmGata GIMed CMU,(ASTM G90) ^Y 7 F— SINE -1 Fes- SIDE —1 h� SIDE.�, l�SINE +i )-- SIDE -H / 4•steel Ullrecan (YXemte(min.295 keq 2-1rA• 1314• -r r——— -1-r— — 7-r— T r— —� -r r 91 N .� 1/4'steel Cretelbx Concrete mirt 335ks1 2-112 1314• ill �l I / I l� 1 1 LlaPrad 114'eteel A9gre-Gator Conarele(mb.3276 ks1) 1-117 1.318' ill L• 8l� jj N TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1� Group Anchor Substrata W.Edge' Min. -1 DiVaILm Embedment LYNN E '2-iFl x.131•Gtmman NNJ P.T.3oltterrl Pim(SG-.%) 318• 2-7116• .` 1 'uGFJ+sg••�Fq��� 2-117 Rlrgeher4t Rodind Nall P.T.SaAhem Pim(SG-.56) 318• 2.711E =*'. No.58705 P.T.Sachem Pine(50..65)5 1? 1316' r VINYL FIXED WINDOW NOA(LMBSM) 919114 010 The.head SM 9 7Uunlnum,a.(S 5• 378' 0.067 (steel 188 6.8. `GLASWANCHORS/FRAME OPTIONS S J ROSOWSM %�'•�! �^ or410S.S.) Slee Stud,Or.33' 318' 0.0451•(18 Ga.) 8 _ :��'•. ST O 'S:•kf�� F Greek,A3E Sir 0.057 X12 SMS P,T.AIumllwmthBOB1T6•�) 3l7 0.083 BEYONDF3THRETAL CERT.OF AUTH.lR92BB ' � �`rS�ON L�G�?` (steel,lBB S.e, 91aei Stud,Or.33' 31E 0.057 EM7,Fa+ 1070 TECHNOLOGY DRNE a� lr rllhh uL"` a41o5.S.) areal or. 3fT U.O,`0' erEFi Blups.MN N.VENICE,FL 34275 C PW-5520 NTS n 20F 11 cz MD-5520.0 A.LYNN MUER PE was KSL (941)480-1800 ,� ' vas4eras INSTALLATION DETAILS FOR FLANGE 6 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX ' INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRP INTO CONCRETETM. _ SEE NOTE 4THI8 SHEET. OPTION 1 EMBEOMEM EMBEDMENT ANCHORED FRAME INTO2XWDOD THROUGH -��EDGE DISTANCE {..-SHIM AX 1N'MAX SHM FRAME OR BUCNSTHP. I 2 4 SMN SEE NOTE 2.THI5 SHEET. EDGEEDGE O EMBEDMENT DISTANCE 6 �� DISTANCE FLANGE FRAME `J�� SHOWN TYP.ANCHOR TYPE. 1•THK2K LO. EMBTYP.ANCHOR TYPE. p SHIM EMBEDMENT AND EDGE ... LJL-1 ul • EOGEE O STANCE PER TYP.ANCHOR TYPE. DISTANCE PER «^••`^•"•^'• IL—-JI BSTHESIR SUBSTRATE, '••• EMBEDMENTAND SEETABLE 2.SHEET 2. ••' TABLE SU B -- EDGE DISTANCE PER SU897RATE,SEE . :. :. - s raetE 2,sHEErz ou 7iB'n11cK.l.D.. I D FLANGE EXTERIOR f�SISLELKWWIDTH- X10 7 FWVAE I EQUA4 _11I LEGROX NOTES: SHOWN BUCK WIDTH FRAME -7IB'iHK7K I.D. SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATEANCHORE LISTED ON TABLE 2,SHEET2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION , OPTION SHOWN MAY BE USED ON ANY.SIDE OF THE WINDOW. QADEAPRIOVED AIUWON,FBC COMPLUNTALUMUlV1AS1EF1 FRAMING OR MEL STUD. 2)MASONRYANCHORS MAYBE USED INTOWOOD AS MAYBEVERTICALOR HORIZONTAL SEE SUBSTRATE PROPERD TABLE 3.3f 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN VISIBLE 1.111'THICK ARE TO BE CONSIDERED OK 1N,MAX. BUCK LICHT INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL IF SHW 110ORS12STEEL -►I 114-MAX SHIN HEIOHi HEIGHT UNIT S INSTALLED DIRECTLYTO SUBSIHATF WOOD gyg(Gga SEE BUCKS DEPICTED AS 2X ARE I-VC7HICK OR TABLE Z.SHEET 2 GREATER.IX AND 2XBUCKB(WMEN USED)SHALL BE DESIGNEDTO PROPERLY TRANSFER LOADS TO THE ' STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. TO3)VISIAS LE UGHT WIDTH G)IS MEASUREDLSO REFERRED J- n TO AS DAIJGHfOPENING)IS MEASURED FROM YYHICKL6 i BEADINGTO OWING. FIANGE EOLIAL Ne�FRAME LECBGX ppHn sSHOWNFRAME rrP.ANCHORTYPEsHowNEXTERIOR EMSEDMENrAND EXTJERLIOR 4 O ` EDGE DISTANCE PER INSTALLATION INSTALLATIONVp2. , sussTRATE,sEE rA11LE 2, 2 OPTION 4 OPTION 4 LYNN LANCHORED THROUGH FRAMEEGfBG Tn - MAX1N' ISHIM FRAME WaTO METAL FRAME INTO METAL � ON........AO/( SHOWN � SHEET _ VINYL FIXED WINDOW NOA(LM&SM) $ 910!14 *•. No.5eT05 ''Y EMBEDMENT i • VISIBLE LIGHT FORMULAS FLANGE&EQUAL-LEG/BOX FRAMES 'm J ROSOWSKI •'� 3 s . %gyp'•., s�TE�,.•'•ty INSTALLATION WID ANCHOREDTHRWGH HEIGTNHT::BUCKKWIDITGH•r1-�4-11V1YISOPTION • CERT.OF AUTH.128®288 rc '�(`C •.r<ORIDP,:•'G\? ; EDGEDISTPNCE ss/o 00 ��`• FRAME DIRECTI.YIMO _p ;g Innn CONC4iE7ElCMU. VERTICAL SECTION B-B N.VENICE,FL 34275 1070 TECHNOLOGY DRIVE .. (941)-460.1600 PW5520 NTS $ 3OF 11 ;' MD-5620.0 A.LYNNMA E P.E. INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 _ 1/4•MAK SHIM-....� ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FDI �1I IM-MAX.SHIM INSTALLATION OPTION EMBEDMENT FRAMEINT02XVAM INTO 2X WOOD FRAME ORSUCKSTRIP. I I�EDGE DISTANCE —ANCHOREDTHROUGH FRAME OR BUCKST",SEE SEE NOTE 2,THIS SHEET. INTEGRAL FW INT02XWOOD 4.EMBEDMENT O NOTE 2,THIS SHEET. S FRAME OR UCKSTRtP.SEE I NOTE 2.THIS SHEET. EDGE 1 S EDGE DISTANCE DI O ASHWN �O HO ME �L{"1I rTnid(La EMBEDMENT a '+la•MAX.BRIM TW.ANCHORTYPE, �1-1 EMBEOMNENE AND L_! TYP.ANCHOR TYPE, EDGE DIST/WCE PER EMBEDMENT AND EO GE SUBSTRATE,SEE B a DISTANCE PER SUBSTRATE, TABLE 2,SHEET2. o INTEGRAL TYP.ANCHOR TYPE, SEE TABLE 3,SHEET2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE 5 (NAIL SHOWN) 00 I 71V THICK I.G. D FRAME DISiIWCE PER SUBSTRATE, FCHANNELI EXTJE"R�IOR IIS--YISIBLEUGHTWIDTH 7 BROWN SEEITABLLE�3.SHEET2. FRAME v 71V THICK LO. NOTES: BROWN v .BIICI(WDT11 1)USE ONLY SUBSTRATE.APPROPRIATE HORIZONTAL SECTION.C-C ANCHORS LISTED ON TABLES 2A 3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FSO COMPLIANTALUMINUMISTEEL FRAMING OR STEEL STUD. BE US ED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 26 SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE L SHEET 2.ALL WOW SUCKS LESS BUCK VISIBLE THAMAWTHICKATETOBECONSIOEREDITT LIGHTINSTALLONS.IX WOOD 8=8 ARE OPTIONAL HEIGHT HEIGHT INSTALLATIONS. LIMO IS INSTALLED DIRECTLY70SUBSTRATE IM-MAX SHIM p10ORH2STEEL SHIM/VL WOW BUCKS DEPICTED A59(ARE 1.1?71UCK —SMS(G51 SEE I �IIN OR GREATER IXAND 2XBUCI(6(YMEN U9m) TABLES 263, SHALL BE DESIGNED TO PROPERLYTRANSFER SHEET2, LOADS TO THE STRUCTURE WOOD BUCK DESIGN ANOINSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ' 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1.THICK LO. REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM READINGTO BEADING. FIN ANDIOR AQ 1�1W IGTn � FLANGE MAY BE REMOVED IN-RELD Ovlo $ tC INTEGRAL FIN EXTERIOR re— NO mS / i (� TYP.ANCHOR TYPE.EMBEDMENT FRAMESHOWN C T'I - L re— EXTERIOR L1 AND EDGE DISTANCE PER 3 a SUBSTRATE,SEE TABLE 3.SHEET2. (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL RF la•MAX INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME• \\\\\111111 ITY' SAINF ME o SHIM INTO METAL SEETABlE 3,SHEET2 INTO METAL,BEETABLE 2,SHEET2 '� LICENSE••:F'P'�i INSTAL o * •"•* OPTION 5 DISTANCE VINYL FIXED WINDOW NOA(LMBSM) 919114 - Nu.5370.5 ANCHOREDTHRWGH INTEGf1AL FIN INTO 7X g J-CHANNEL S INTEGRAL FIN FRAMES m J ROSOWSYJ -v•.�` �; WOOD FRAMEOR VISIBLE LIGHT FORMULAS _ - S)OL, N SIS%tu BUCKSTRIP.SEE NOTE 2, WIDiH:BUCK WIDTH-4J718• pff. STA EDP THIS SHEET. EMBEDMENT WIM::BUCKHDTGHf-K3118' CFRT.OFAURI.Y282BB @ :��Pss/;20810„�`,G; VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE �$ Y NAL N.VENICE,FL 34276 '”11111�\I�•• (947)-0847800 'E PW-5520 NTS • NN 40F71 0� MM520.0 € ALYPxjwER PE PEgseTm -►{ 7l9'NOM -+I 7tr NO -�{ 7!S'NOM I•� �•{ )B'NOM �+- 5116'AIA PVB I SI16'AIA PVB I 6118"AIA PVB I I 5/18"AIA PVB I I 7/16'AIR SPACE— 7116"AIRSPACE - 3/8'AIR SPACE 3/8'AIR SPACE rwb*u MtmnN1'ti¢ IN xti \ F1. 04Iq 118'A GLASS 1/8'T GLASS \ 3118`A GLASS 3118'T GLASS om" �; � G]IDGEwost aE%TERIOR 111 EXTERIOR aE7�RIQLL ND.o.JernJ t DURASEAL, DURASEAL, DURASEAL, OURASEAL, ap SUPERSPACER SUPERSPACERa SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER L OR CARDML SPACER OR CARDINAL SPACER GLASS TYPE 7 GLASS TYPE S GLASS TYPE 9 GLASS TYPE 10 I I I I I I I N 7/16'A/A PVB– - 7116'A/A PVB 7/16"AIAPVB ------ - 7/18'A/A SO Np 7118'AIRSPACE ,318"AIRSPACE—- 318'AIRSPACE 318'AIR SPACE Y 118"T GLASS 3118°A GLASS 3116'T GLASS 3118"A GLA3S O �j a EXTER OR a E a EX7ERl0A a EXTERIOR Z LL 45 LL C d2 DURASEAL, DURASEAL, DURASEAL, DURASEAL" -- U U_ X SUPERSPACER SUPERSPACER SUPERSPACER— SUPERSPACER p Z m O n o OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINALSPACER ^ Q GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a Z < a °z 0 N DS �.N Imo_.,•NOM-+I ,'NOMI- I I I I 13 eZ 0 7118'AIA SG 7116'H/H SO 7/18"H1H SG EXTERIOR z 318'AIR SPACE 7/18"AIR SPACE 318'AIR SPACE a 9 7 _1?NOM.OLA9S 5 3118"T GLASS 118'T GLASS .3116'T GLASS SrrETYP. S a a 76 R 76 R 77 aEXTg%011 16aEXTER10R aEXTERXIR 71 en1'aee0 evua5 07 - DURASEAL, DURASEAL, DURASEAL, O \�\\',o LYNN q SUPERSPACER SUPERSPACER— SUPERSPACER �� � OR CARDINAL SPACER _ OR CARDINAL SPACER OR CARDINAL SPACER �,•• VCEN '•.•�" GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 ='* Nyyo•sS7os `'� GLA71NO NOTES: OIA88 TYPES N711ROUGH •••• e ••' � � 'K•ANNEALED 77 MAY NGi BE USEDVRTH ii�(CS•••.(ORIUP:' •N•=HEAT STRENGTNENED I}ONAIg1ELORINTEGRAL TVP.GLAZING DETAIL '',`S/0A1ALEa•` 'r TEMPERED •RN FRAMES �"111'l1,W 'PM9'-.090'PVS '60'•.090'SBJTRYGIAS A LYNN MLER,Ptd. IL PElaam i smttslae{n3 �- o SBM Sid.ft sUS: X:1 li a x b a � aN 0 8 xxx + xxxx * *" � q *z * xxxxxxxzz„ tt 0 1 11 xxxx * x* HIPN m ggA4 z �z --1 T 1---- --! `���� ""��i, 1070 TECHNOLOGY DRIVE 3Rer2 Ae.1 r ted ��3Q..-• l, N.VENICE FL 34275 c=sem P.O.BOX 1529 If�` 3 NOKOMIS.FL 34274 S v D E? ^ _` CERT.of Aunt.wzszee (841}.480.1600 Q mom'•. fi•�` VINYL FIXED WINDOW NOA(LMBSM) $ 8!8114 %SHF --...•. '�' `� 3 DESIGN PRESSURE TABLES A jj�J ROSOWSKI rul na _ @ N PW-5520,�NTS 64Fii # MD-5520.8 TABLES Window Design Pressure,(+1•psf) usamRlAen 3116•ACa -Al ane-5116"AJAwith PV8 Wal. 9810 3 C •AI ace-6N " A wlih PVB YPB3' 7 TABLE DIMENSIONS MAYBE I{ dtxbw LtnOS(d.(tn} I ORIENTED VERTICALLY OR Dim al- 60.978 B4 Be 68 1 70 74 1 71 SO 64 67 92 9T a9 I HORIZONTALLY AS SHOWN, f 32 41-W 1 NS0 +m 0.60 414) 410 41.60 +FSO +me 41.50 +150 .1469 4150 LOW +pgm.Nummsisiebx8ya. _. 34 HEO 6!•60 4/-EO ALSO 41-60 41.50 +IEO H•50 +450 +1.60 44.60 +/-W +/-Go f.--LONG SIDE SOS 36 +NA +IdO +FED 41.51) 41-60 41-61) NEO 61-60 ♦-50 +1.60 +l•66 Hdm 41-60 36 +10 +1.60 +1-60 M-60 4150 +/-m NEO +l•W 11-60 H•60 11--61) a/� 676o tm4oq 40 +IED +FTA +FFA ALSO ALSO +10 41-0 .1.50 +1.50 N•60 Nd0 SHORT .$g .44 +1-60 t/a +1-60 41-50 41-SD 41-50 NEO 14-50 0.50 0� SIDE r .U} 46 Nd0 +IEA +1.60 ALSO 41.60 41'0 NEO +1.50 46 4d0 .ISO 0-50 41-6D 41•60 +150 Ndt! 6D +I-so .1-50 -1-W NSD IC50 N-50 }+-LONO SIDE-►' e 62 Nd0 41-50 11-50 41-60 Nd6 mAPPtlESTOAR aRDHONs4 TNIIO IEGAAIAIN OERSNG ( MAILO.CSPACI7XtVANOSCAtM AN%.003PAONOOAxODR7 'o�Ilt B4 +IED NEO .FSO 11-50 THEM F NFFT4 sam*T ----- ----_J LONG h 66 NED +1-60 61-60 uE3t0 EDRF HCHORS S81£ SLOB (SFETAMEZ (SEETAIXE3) 3A'F0REANOI0R3,CFORFAN0IORS BD.926 41-60 � a Q o N :m4 ISYS SHORT TABLE 73. SIDE max+ Window Design Pressure,(W.pan us4mum Lre 11 x- f .. S!e•TCep•AiFspane•7116'AfAwlthPVB r�r�. W7�+ 0x y w Wk4m LON SWe(In) ^` O a a .- DMPAFbN 6.828 e• 66 sa M T4 77 80 84 .4T• 92 97 99 - Z D:Z 32 41.70 41.70 +1-70 +1-70 N70 41-70 +470 0.70 N70 41-10 .1-70 */-To +1.70 v O 34 4170 4/-70 +1.70 +1-70 +170 4/.70 +470 +1-70 41.70 44.70 +1-70 .1.7D +1.70 - Z ,� n 38 41.70 41-70 N-70 41-70 +170 41.70 +1.70, -1-70 W-0 +1-70 +1.70 +170 +1.70 - O F-• 3a 4/.7D +/-70 +1-70 +1-70 4170 41.70 +1.70 4/-70 41.70 41.70 41-70 .1.70 z 40 +1.70 +1.70 +W0 +1.70 0.70 41.70 +170 4170 44-70 41.70 +1-70 �K 42 tl." +1.70 +1.70 +470 +170 +f•T0 .1.70 Non 41.70 +1.70 - � {} W T` 44 4470 .1.70 +1-70 +1-7D 4170 -H40 +1.70 +/•7n +1-70 1-5-66 Off, m$. 46 41.70 1 +170 +170 1 +1-70 t-70 4170 .1.70 11.70 48 .170 41.70 0-70 W-70 44.70 +470 1 0-70 N 60 +1•70 +1-70 t/•Tn +1-70 N70 s/•70 S � 62 0.70 4/-70 +/•70 0.70 +/-70MAL OG SPAONGIFAF14iOP1N6 AW,O.CSPAONSDANCNOONG .pl 8! +1-70 4/•7D 41.70 +1.70 THROuGHTNEMAEPEISKEE0 4 TWMVGNTI[INnWALNNPERSNEET4 6APPmsm cOROANOSORt APPISTOFANaDRS 8 +1.70T0 41.76 +1-70 .�ttLF\Y LyFlN7j1/ii 66 +170 4170 ISEETANka (SSTASM3) NOT,F&• ��aTWO'•GEN .41f(f�i 80.828 4470 35.4 'S t}81X;XWMENSIONS SHOWN. W, LL Sg'••,,��: 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE * N0.58705 NEXT AVAILABLE SHORT OR tON007dOSNSfON. _ 3)FORMdinECFUFULLVANOM(SEESHEE12). =J0•�� j C)'.�•�` HND THE SMALLEST FQUAREW807DWSDEIN THE TABLE(S)ABOVE WHIp7THEARCHDECNRALRIVP WINDOWWILLCOMPLETE'LYFITWrTHIN. '��S,pl"•••••••"1yG�`� A,LYNN M LIJUL RE P.EAWM TABLE 8 Window Design Pma6um,(+A psq U.tho� to al- U 311W A Cap-Alrspaee-7116"AIA WIPL PV8 tt>-: T Window 1an08618on) TABLE DIMENSIONS MAYBE WO4nUem 68648 7173 tb 78 80 as 88 88 92 88 99 ORIENTED VERTLCALLYOR 32 +0670 +40 +/-70 +1.70 41.70 +1.70 44-70 +1.70 +1.70 41.70 +1.70 1 H-70 HORIZONTALLY AS SNO", 34 41-70 +no 4070 H-70 +1-70 4170 +1-70 H-TO 41-70 41.70 41-70 +1-70 LONG 38 +070 41-70 +1170 41.70 0-70 41.70 +170 +1.70 44-70 44.70 HJ0 41-70 SIDE Appmn4pe+np�{e8r,10��{. b PLPHdA d C 5 38 *070 t470 +1-70 4/•70 0.70 41•70 07H D 0-70 -70 4070 H-TO H LONG SIDE-70 .� 40 +070 +070 41.70 H-70 +470 41.70 W-70 +l-TO 0.70 44.70 41-70 41-70 42 44O #TO 41-70 41-70 41.70 41.70 4/-70 .0.70 .0.70 +170 H89 - 8 0437 SHORT M 4P Pmd4N 44 +470 +070 +/-70 W-70 41-70 0.70 M-70 41.70 H-70 41.09.8 +11664 41.63.7 SIDE __4 SHORT L 48 +1--70 +1-70 41.70 +1-70 41-70 1 +1.70 1 +470 44-70 44.69.9 +1.874 0439 41-61.7 -�- 610E 1_ 43 t/-70 4070 +1-70 +/-70 4/-70 4/-70 4/-70 4470 3147.8 +146.3 41$1.9 +149.] t� 80 -"a *1-70 0.70 4170 W70 W-70 +1498 41.68.6 +1419 41.63.4 41489 - -[• 82 +070 +070 +070 +l•7041-70 41.70 +141.8 44.869 4144206 IANGSO]E 64 +070 +4O 440 41-70 0.70 41-70 +/-66.2 7FG&S +1426 11 ; 'q8 070 i1.70 il•TO 0-70 +1-70 44d8.2 i/41.] 4!43:9 SHORT�----`-� LONG 67 +470 0-TO +FTO +470 .149a 41481 +144 SIDE •� WOE 60 0.70 +/•70 41-70 +149.7 047 080.3 62 41-70 4470 44449 +1479 41412 NS4R.O.CSPACINGIFANCHORNG MW.O.CSPAGNGDAND70RIN6 I 5 TfiPOWHTREFoAAHPMSNEET5364 7MMW NTHE(NTEGRALFINPER9004 -j' 0 �j a 94 +170 +1-70 04&S 44463 - II '0 O APPLIES TJ R,.COAbAN00.'IRS APRUTSTO FANCNORS _.r..,. G8 +1489 0489 +1437 (tlF i'A91EB (SEETA8LE3} SHORT� OR 98 4448.4 H47A T&s• 4• SIDE. '` tai 69.649 4147.1 2 W ,,,5 e TABLE g 'f Window Des�n Pressure,(at--psf) INLia:s A m o 3116"TCap-A)Tspac9-7116"AlAwithPV9 Tial 13 g2 az $ d U w . Window lap Bids(In) O o DM4OFWD4 69.549 7/ 1 73 76 TS 80 86 88 09 92 96 1 W 2 m + 32 0-TO 1470 +40 +/-70 41-70 4470 41-70- 4/-70 44.70 41179 N•70 F LO 0.70 -' $ Q W Ioa 34 +1-70 +070 4470 H-70 H-70 +1.70 44.70 H•7D +t-70 +1-70 0-TO +1.70 36- 4070 +1.74 440 W-70 +1.70 440 0.70 +1170 /70 44.70 +1-70 4470 38 4470 4070 +1-70 0.70 H-70- H-70 W-70 +/-70 0.70 +1-70 070 0.70 - W 46 +1170 +470 +00 0T +1-70 +1•70 +1•70 +1-10H-70 4470 4170 +070 42 +1.70 41.70 +1-70 41-70 H-70 +1-70 - :1.70 0.70 44.70 H-70 41-70 4J-70 LL t 44 +/--70 W-70 +40 0-70 0-70 +070 0.70 41-70 4470 44.70 +1-70 i/-70 Z 48 +1-70 4!•N +1.70 H-70 41.70 H•7D 4/-70 +1.70 +1.70 41.70 +1-70 "11.6 $ p O. 48 41.70 +470 +1-70 4?-70 0-70 +/-70 0.70 +!-70 +1170 44.70 +749.a O-M3 •nG>aro:yss 62 4070 +1170 1170 4/-70 TO 41-70 0•70 4/-70 +!•TO +1486 41 .6 `�L�{ONy LYNt.... 64 41-70 41.70 +1-70 41.70 W-70 0.70 44.70 +/•70 0408 NOTES; 1Y.•"{,{CENsf��<d`,p'�^ i)BUpCDIME+816N6 SNOWN. ' 86 41-70 +1-70 W-70 41.70 4470 4470 448 4/•70 tk•. 57 H•TO 44.70 41•76 +/-70 +d•70 M•70 +140 2)FOR 61ZESHOTSNOWN,ROUNb UPT07HE No.58706 60 +40 +070 4-70 +/-7a +1.70 +1-70 .NEXT AVAILABLE SHORTOR LONG 09kWAON. 92 0-70 +/•TO +1•70 41-704470 MVLO.G SPACING IF ANCHORING MAIL O.C.SPAONGIFANOgPoNG 3)FOR ARCHITECTURALWINDOWS(SEE SHEET2). %�7 iHRDOGNTHESHEE FRAMEPOTn3&4 Ti$nUW{iHEiNtEGkALRNFERSWIT4 FWD THE SMALLMSGUANEYANDOWSS4•EEIN 04 41-70 +1.70 +1170 0.70 `T•. APPUBT006COROANCIR)115 APPUESID FANCNOAS THE TABLE(S)ABOVE WHCH THE ARCHRECTURAL 66 0.70 +1-70 +1.70 t9B(wl"I (SEETA&E WINDOWWILL COMPLETELY FIT WI7HIN. 0B 44.70 +470 QUI 69.848 +470 - A.LYNNNILLEmm PE988TW TABLE 1O. Window Design Pleasure,(+/-psO IsoQel'6° la W11P 14 Will"A Cap-Allspace-7/16'A/A will SG TIP- W Ndm Lem Side(11) TABLE DIMENSIONS MAYBE DOnamlau 69.619 71 73 76 711 80 85 86 Be 92 Be 99 ORIENTED VERTICALLY OR �- 32 +801-110 +60/•110 +6W-110 +801110 4801.110 45W-110 +801.110 4801.110 .+801.110 +801.110 +BW110 OW-110 HOR17ONTALLY AS SHOWN. 34 +&W-110 +a51d10 +80/•110 +801.110 4851.110 +801.110 4BW-110 +801.110 +601110 +801-109.4 +801-1003 +601.107.8 LONG plv-d -*ba ubLK 36 4801-110 +BO/-110 4aW110 +a-1fo +601.109.6 +wioa, +1101108.a +BW-106.6 aBW10a3 +aW104.7 I W-1016 +BW-102.8 F� SIOE f,.,y t'PWI.C 30 4601109.7 4801108.9 +601-107.0 +801.108.8 +801.106.6 4801.104.6 +801.102.7 +8-102A +SW-IOTA +BW100.0 4601.83.4 ,801.90.7 LONG SIDE- / �-NQAe-Z�j7 40 4601108.3 +BWfO&5 4001104.4 +BW100.3 4801101.9 +501-101 +8019&1 +801-9a7 480(97.7 48W99.a +6-917 +80196 T- 42 42 +801-1013 +80-102.6 all-101.3 +801100.2 +801.9&8 +85197.9 +aW9&O .&Dl-9&5 4801916 48-93.5 40W9L4 +8W90.7 SHORT 44 40WN-1 8 08W 9&47 48X-97.6 +801.98.2 +SW-95 +801914 48-926 +901.903 4801.68.9 +80!•8&1 +BW-Ba6 +6W-BJ.1 +801.81.6 �- SSIDET _ 40 +601.9&3 +BW-96.4 +80194.1 +DW-929 +BW91.2 +OW-942 4OW-89 +BW-87.6 4801-KG 48014L8 4DW-80.2 +1.78.6 S 50 +05194.6 +eW-9&6 +1101.922 +62190.9 +ODI.8&2 +901-0&2 +BW-06.4 460194.6 +801-02.4 +aW90.2 4/-71.6 5 52 +BW-93 +80192 +BW-91X6 +8019&2 +801-07.4 4801.684 +801-ull +801112.5 +801-00.2 +1.76 r-LONOSIDE�{ p N 64 +60191.7 +BW-90.6 +801.89.1 +801927 +8019&8 48019/7 4801-01.3 +801.604 41.7&1 66 4001-90 0DI-B&4 +BW-07.6 4amr-ua 48W9/4 +W-8 2 N79.J 47-7&6 S� Sim _ 67 ,86'•90 +8019&6 8801-072 +001-&SO 4801-0J.4 +63/.12 +/-7&4 N 6D +851928 +8996 +801-61 8010/926 4801-00.1 4!•786 Lroa 62 +80191.8 +8519&8 +8W921 4GW-0G4 ,+1-76 MAX.O.GSPACINBIFASHIDPoN6 MA%.HINEIO.tSPAQNOIFANOIOSINGHEE W O TNROWNTHEFRAMEPEASHEn53 111 iNA0UGH7HE MIEWULFIN DERSHCCT4 l� N O 64 +801929 4110192 +601-01X1 01.7&4 APPU670&COADANOtlBS 66 +BW61.1 499.80.1 +/-7&3 (SEE TABLE NOTADPUGBIE SHOfTT GLASS TYPES I4 THROUGH -4 c'1 611 41-79.3 +1-78.4 132• '/7 MAY NOT BE USED 111TH SIDE JO J-CHIWNEL OR INTEGRAL Z �1� x.649 H-77.7 _ FEE, W U X N TABLE 11: W_ 2 Window Design Pmasum,(+1-psf) G�oi 75 0 Z o axa 3116°TCap-Allspace-7/16'A/Awith SG T7pa 0 - - "- Wild" 11ap Skil Qn) 110 1�l •LL Di-,W- 77.76 79 61 53 SS 87 91 91 98 99 104 107 111 'G m 38 +0X410 +0-110 +6-110 +aW110 +8-110 +801.116 +8-110 +BW.110 4801110 +601-110 +801.110 +8W-110 +8-110 A110'NMiE MAII.O.0 SPAONOIF 7� F ANCH(916ROIPS ANQIORING7HR I. �7 W 1.�6 40 +BW-110 48X•110 +BW-110 3867.110 NIU-110 +eW109.B +80110&6 4803-107.6 ,801-106.9 +aW-10.17 +aW-10111 4001-104.1+8W-1013 PmsHER2 TMEF9AME PERSNEET3 42 +8W-110 +815/-1 .a +8W-10&8 +8W707.9 +8-10&7 +0 40&3 48-104.8 48-101'18 45W-1032 +0-100, +801.97.2 +6-964 +8W9/B - B CORD LAT I W I. 44 115-107.3 +8X•10&7 4801.105.7 ^8X.04.7 +8W-103.4 4OW-103 +801.101.4 +801-986 +8498.7 a8W841 e3X-W.6. 4801-90.J 4¢X�g.2 ,. 1€ X Lu 48 ,a-102 45X-101.3 88X•100.3 +6X99.2 +8X-07.3 +048&2 .0X926 +60190.4 +BOI+B.2 +BW47.3 ''4BX94A 4801.827 +0990.6 60 ,80199.9 480/90.1 +8X98 +8X96.9 4 1918 +8X43.1 +8X99.9 +8X97.7 48X9&2 +994143 +8X91.1 41-7@3 - +1.77 O LLJ 61 +801.9&0 +80199 +8-83.9 +W4I&a +601920 45WD2 +0X98.7 +80'-09.4 +80196 +851-028 +1-79.6 41.77.7. •01.75.3 Y 64 +89981 +8X95.3 +8X94 +BW92.1 +OW-09.4 +8X-S&5 +8X951 +801927 +8X91.1 +1•76.0 "N-76A 41.7&2 N-70.8 5 o n 2 66 480194 +6X43.2 +8991.8 +8X90.1 +80/97.2 8801-0&9 +8X925 +80190.2 N-79.8 +1•7&3 +1--726 111.70.6 611 +8-01.4 48X90.8 +8X98 +W.87.6 +0.6&1 +8X4K2 +8X90, 41.78 +1.7&3 al-7&5 111-702 M e1 +6X•87.8 4801.17 +899&3 +8X93, +8991.2 +8-81X6 +-77.3 +/-746 M-726 +7.70.4 X 1111•(LYNN 83 a8Wa6.6 +6X91.8 +89.028 .+60'-01.1 ,1-7aa 4/•76 +1-74a +1-723 44.70.6 Nom: w 1)SUCK DIMENSIONS SHOWN. 84 +BX-x0.4 +8X93.6 +8X91.7 +196 +1•77.6 +1•788 +4736 0-71.2 Be +8-822 40.81.2 41.70A +1-77.8 N-76 41.74.2 +1.71 2)FOR BSS NOT SHOWN.ROUND UP TO THE No.58705 •* Be +/-00 +1•78.1 +/-77.2 4/-784 +1727 41.71.8 NEXT AVAILABLE SHORT OR LONG DIMENSION. - 1 �/ _ TO +1-7a 41.77.1 +1.76 41-7&2 +1-7&6 MAX.OL.SPAONG¢AN(NDPoNO AN%.O.0 SPAOND¢ANU1511a1G 3)FOR ARCNRECTURALWINDOWS(SEE SHEET 2J, �•:- -1 �S%EWA 1HROUt317NEFRAME PERUMS394 TNROURITNEINTEGRAIFIM PFRSMEf4 FIND THE SMALLEST SQUARE VANDOWSI2EM �� GTA EOF 72 +1•76 +1-76 +/-73 +1.71.1 AWLIBY016CORDANOWAS � 701E TABLE(8)ABOVE WHICH THE ARCHITECTURAL •'C•' A'LONIOP,:' \?� 74 +1741 +1-73 41-71 (SEET"LE4 NOTAPPUC4BIE VANDOWYALL COMPLETELY FR11ITHIN. ii(l�s`s•/••••••• �L;1G': 78 41.72.2 +1•71.1 11r ''�,, NAL.,,• 77.76 +171X6 A. MRIER,P.E. PEA Sam I TAME 1z Window Design Pressure,(+1-paq us Nb nm TABLE DIMENSIONS MAY13E TEDV WTCap-Airspace-71WFM with SG IU Trp. 16 fo OWALLLYYasslLL=. McIm uep 51d.(11.) LONG Qmralon. 60.926F.4 68 as 70 74 77 e0 94 B7 92 97 se SIDE �-LANG SIDE j' �2 +8&-110 +80)-110 4601-111) +8x•110 +ea-110 +0101.110 +0111•-110 +ea-110 +801.110+ +5DAt10 +801.110 +801.110 31 +8&•110 +801-110 +801-110 +801.110 +8x•110 +801.110 +BO'-110 +8x•110 +801.110 +8 x-110 +801.110 +ax-110 r pP plr�lnNOR." SHORT FIodd 11411 36 .aa-1111 . +eo-1111 .0101•(10 +aa-110 +90117710 .aor-no +ax-1111 +ea-tfo 4601.1111 +9011(0 +ear-1111 +90.110 � 210 15 38 +804110 +804110 49&-110 +4101-110 +801.710 +8x•110 +8&-110 +(!01-110 4801.110 +60110 +801.410 SNORT mal Pd.a .1140 +801-110 +8&-110 4W410 +0101-(10 +8&-110 +801.110 +8&-110 +801.110 +801.110 +801.110 -- SIDE, 42 +908100 +801-110 4=410 +001.110 4901.110 +8x•110 +8&-110 +Ba•110 +801.110w +0101.1100 +ea-110 +ea-110 +901.771) +1301-110 +801.110 +8&•110 +4101•(10 b 401x•1(00 +801-110 +601-110 +601-110 +1301-110 +B&-110 +8&•110 LONG 610E 1 48 +801-110 +8x•110 +8x•110 +aa-110 +801-170 +801.110 +Mx-110 W +8D/-110 +8&•110 +8x•710 +801.110 +8a-110 +ea-ne s +T �' LONG a 112 4804110 460810 +601-110 +BQ/410 +801.110 MAN-O.C.SPAONa O ANMFUNG MAX O.CSPAONOIFANOgRINS �E- � SIDE 64 +604110 +8x•110 +8x-110 4801.110 THBOUGIIrNEFMAE P9tSHFF75364 TNM1UGNllfE INfEC+tAIFIN PERS/OET4 l_ L as +Bx-110 +BO41f0 +6&-110 APPUBT0gco6DA...S ISEETABIEI) NO7 MPUCABIE. GLASS TYPES 14 THROUGH ® 4804110 +601.110 yJl Y 60.9701 +0&-110 SLC 'tyCHANNB.OE NMGRAL SIDET 0 ^O •FIN FRAMES. ,n ^ •+w O TABLE 13: K Window Design Pressure(+/•psf) g 3N8"TCep-Airspace-7116"HM with 86 lorr 17 z�` ^� ' g windCR wo alae(h) 99 DimEAalom 77.79 79 at 83 as m 91 94 Be 1 99 104 107 111 116 1 120 125 138 144 = m o 36 4801-110 +801-110 .801-110 +6&•110 +604110 41101-110 +801.110 +801-110 +1301.110 +bol-f 10 +ea ax -110 + •t10 +mr-1m +ea ex -t10 + -Ito +so4110 +Batfo +Ba-1tD n Q9 i " Ui 40 +901.110 +801410 +8111-110 +8&•110 4901.110 4e&-110 +804110 +801-110 +13011-110 .8w.1 10 413&-110 +aoFfto' +801.110 +410P110 +13001110 +1301.110 +130011(0 +0101.110 �z 0-z Q ;n a +901-110 :.a&-tt9 +W410 +8&-11D 48111410 4e&-110 +80r-110 +901.110 +50;410 4aa•t1D +Ba-110 +9DAtto +801-110 +801•110 +ea-t 10 +ex•110 4801.110 +aa-110 0 .!9 o 44 +801-1m 480Mt0 +801-110 +80'•110 +1101.110 +501710 4801.110 +901-110 4501-110 +0101•(10 +801-110 +901.110 +601•110 +0101-110 +801.110 +aa-110 4501-110 z 46 4M-110 !BW-110 +60/410 +6&-110. 40101410 4901-110 +0101.110 4801.110 41301.110 +801-1101 4W-110 441x•1Io +e01-110' +0101.770 +aa-770 4804110 ® 0, w T__ 50 +8&•110 QW410. 4841.110 4601-110 4e01-110 +801.110 +1301.1(0 45114118 +1301.110 ,801-110 4801.110 4901.110 +ea-110 +8114110 +6xato z III +0&•110 roor-110 4901410 +9&-110 +1301.110 +001-110 +Ba-110 4801.110 +801110 4301-110,1 4901.110 482110 +8Dr-IIO 4841.110 84 46x•1.0 QW-110 +4101.110 +6&-110 +4101-110 +000-110 +Mx-110 +801•110 +6&-110 19&•110, +8&•110 '48Y-110 40.110 a 68 +8111110 +9x410 4901410 +a&-1to +601-tto 4MI.110 .W-110 44101.110 .1301.110 413&-110 +1301.110 +easu0 i x�a R as 4601.110 4801.11(1 +W-110 48x•1 f0 48&-110 4801-110 4804110 4110/410 +804110 +8&-110 4M-110 O u.1 Z et +001-110 +801-110 .Bx-110 +801.110 +801.110 480/410 +01014101 .110 + .110 +801.110 413x-110 _z M 03 +1301•110 4ML110 +901410 +801-110 4801.110 4801-110 +804110 +Sw4f0 4804110 - j_ p a 64 +W-110 49&•11D +8x410 +8&-1I0 +0101.710 +801.110 48(1)L110 48411410 68 +6&-110 +80/•110 +601.110 +801.110 +13x410 +801-110 +wM10 88 +8x•110 +801.110 +801.110 +6&-110 +801-110 +8&-170 ``a0N'�.�Y •Nq�1!� 70 +80-110 46x•110 +801.110 +8&-110 45W-170 MAN.4CSPAONGIFANCHOAWG MLII.CLCSPAONGIFANOIDAING 1 t10ENsf'••.��� 72 +8&•110 +W1-110 +801-110 +41&-110 THAOLGHTHEF6IlME PERSHEETS364 THROUGHMINIEGPAL Fx PERSHM4 74 +8&•110 48x-110 4801.110 APP0B70 e,CORDAND10115 = :• No.58708" ' 701 +B&-110 48x•110 (SEAMED NOTAPPU0IME - C 77.76 4901.110 "•O'C, 3�S :'w, �0'•., srATEOr EE1� 0jKS: 1)BUCK DIMENSIONS SHOWN. x)FOR SIZES NOT SHOWN.ROUND UPTO THE NEM AVAILABLESHORT OR LONG DIMENSION. A LYNN MRLER,PM 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET x).FIND THE S"LEST SOUARE WIDD)OW SIZE IN THE TABLE(S)ASOVE WHICH THEARCAOTECIURAL WINDOWNILLCOMPLETELY FR WITHRL PF b4TD5 3.608- — 3.308' 3.808' 3.601 --��--mr ►jf+.082• +�f+.DBT —.l�+—.Qw ,A6T 7.487' 1.187 rF 1.8T •2Y07373' OK NELFRAME 62F OF 01.376- O INTEGRAL FM FRAME O EQUAL LEMOX FRAME 1 i 11 L 1.376' 1�{. �,. _�{ .884• _ -r IIII Is=o 6O ANCHOR COVERT 0 war BEAD (DI-BEAD TABLE 14: N Part$ Description Material J-channel Frame PVC j2 620118- Flange Frame PVC 3 620110. Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC - 5 620133. Anchor Corer PVC -.. MITERED 0 720136 718.Glazing Bead PVC CORNERSw1TH - 7 720135 1'Glazing Beed _ PVC - INTERIORAND -. - EXTERIOR 74. Beckhadding,GE 7700 or Dow 701 Silicone { WELD3 715 Ouarez Super Spacer NR with Hat Melt Butyl Composite - - - 76 QUenax Duraseal Spacer Compoatte - 1II�o�*,7iI'eoe`re 77 Cerdlnal XL Edge Spacer Composite arc ��� 78 718 6N Settllg Block !8'x 1"x 1l8"),851•1-5 dura. EPDM Q FRAME ui IIIu,7, ASSEMBLY DETAILS 7 b�G c xsEQp'y it:' •'•.it EXTERIOR 7 i,VINYL FIXED WINDOW NOA(LM&SM) g 9/9114 - No.58705 BOM&ASSEMBLY gym`JROSOWSKI ,�°•;� IS.+�; E NOTES: CFRT.OPAU1H.9282Be g •,Sjs.�(ORIDP,• �•��': 2)SOME PARTS NRAMSHOWNSHOWPORCLAi o7NER FRAMEnPESAFPLY, 1070 TECHNOLOGY DRIVE '�,��NAL E,• 3)ITEMS98-73ARENDTUSED AND ARE NOTPART OFTHISAPPROVAL N.VENICE,FL 34276 _ 4)ROYAL PVC TO BE LABELED FORPiVN1FJORUDERCOOE. (941)-4841600 PW-5620 NTSjjj 110E 11 = MD-6620.0 A.'"MILLER.' P.EJ 38705 M IAMDADE 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.goy/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 iaterials..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 tohave 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 buildingcode. 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 115500"PVC Single,11ung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled,"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/151.15,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 t 4 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. r_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, an&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 M)AM4DADE COUNTY C Expiration Date: July 30,2020 7 f 2o�j✓ Approval Date: July30,2015 Page I 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 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. - FTL-7964,dated 11115/14,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed',and sealed by Idalmis Ortega;P.E. C. CALCULATIONS 1. '-, Anchor verification calculations and structural analysis,complying with FBC-5 1h 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). m4nuel c 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 (corr wum) 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-5th Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May;l5,2015, 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. Z/ Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 1 I R H ANCHORAGE EFOR ,L 26.1(8•MAX.O.C. 21.yg l~ ANC110RAG6 EXAYRE DESIGN ERATINO IMPAGT RATING /'` 54'MAX BUCK WIDTH MAX 0,0 FOR ARCH-TOP VARIES PER REINFORCEMENT IAROE a SMALLNISSKE NFAp9R(yM, 1T NVVL FROM 30• it MAX / WINOHEACOIY�TYPlS'm ALL LEVEL,SEE SHEETS 6.7 IMPACTRESISTANT 1WnDOW TYPES) FRAME SEAM —.{ \y 't SHEEBEE _I MAK O.C. / 1D•MAIL FROM 62.118'MAX BUCK WIDTH 6EE SHEETS r 1.1k A.8EE I� 1 S B.SE '- 30'MAXO.C.��-12'MAX SNEST9�- FUlE0 V51BL �J_' / FAME SEAM D.SEE r B&9 LpHTVADTH SHEET SEEF �._ B.SEE MAX O.C.- 1r MAx cbEE�- t SHEET] IT FIXED _ SH�f3 _.._: _ BNEETI EQUALLY VISIBLE- A,BEE -_I / - 1•p MAX EOUNLY 17-7 O.G SPACED LIGHT 17•A8'NAIL O.C. ] / - 0. / AN(YtOPSPER --L- T�ASUSS%H RS HEIGHT �_ 91.7C SPACmY SPACED -17-TLB'MAX O. TABLES9.11 MAX ANCHORS HER BUCK TMMO-11 / -�_ 8T OI I BUCK •T - HEITAIT ASSIIOWN O &, O _ HEIGHT x 4 1PMAXO.C. HEIUGT�ff X 10'MAXO.C. x A ,0'AIA7LIO.C. Re x 5 MAX.) EQWILY / i MAX O.C. EQUALLY MIGHT SPACED'lS PER / SPACED IBLELIGHT � 8PAC® SMESEE AIlTABLESCHORS ED µTABlE6&1 A TABLESANCHORS&1 - A Beg C B12 MAX --- - �1QMAX &/?MAX NO ANCJiORSAT941 NOANCHOPBAT"I NOANGHO AT B'�-'- SEE921 WEER 8�-- 8EE 6Ll WEEP- B BEE SRI WEER .D�-_.J 1-1(4'- SEESEL WEEP• NOTCH DETAIL$ BASH VISIBLE NOTCH OETNlB, 64°MA%.SUCK W70TH ._NOTCH OEMq$ NOTCH DETAILS, SHEETS LIGHT WIDTH SHEET]// SHEETS SHEET .ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME T ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM 0DITAGECONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 7r HEIGHT SEE TABLES 7-11 (SINLAA ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5600 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 6 7ESTEO TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIOABUILDING CODE,INCLGDWGTHEHIGH VELOCITYMURRICANE ZONE IH*9L 2)SHUTTERS ARE NOT REQUIRED WHEN USED M WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS 24STALLATIONS ABOVE=INTRE HVNZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMJDAOE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EWLLUATIONSWERE SOUTHERN PBJE AMMC90 GENERAL NOTES--.—_1 CONCRETE MASONRY UNITS AND CONCRETE WRH MIN.KSIFERANCHORTYPE _ ELEVATIONS--_-..-_--1 4)ALLWOOD BUCKS LESS THAN I-Ill THICK ARE TO BE CONSIDERED 1X 045TALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS FRAME GLASS&ANCHOR DEPICTED AS ZXARE 1.17 THICK OR GREATER IX ANO2X BUCKS(WHEN USED)SHALLSE DESIGNED AND SECUREOTO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS -.---2 AND INSTALLATION 13 THE RESPONSI&LITY OF THE ENGINEER.(EOR)ORARCHITECT OF RECORD,(AOR& INSTALLATKK FLANGE& 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 LEOIBOX..--_S- SHOULD BE SEALED.OVERALL SEAUNIFIASHWG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION.INTEGRAL FW _ 6)VC MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSHTOTHE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFER.RINGAPPLIED LOADS. &J•CHANNEL--4 . 7)DESIGN PRESSURES: GLAZING DETAILS-- - A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLETESTWGAND GLASS PERASTME1300. DESIGN PRESSURES...._ B-7 B.POSITIVE AS DESIGN LOADS BED ON WATER TEST PRESSURE STRUCTURAL&CYCLE TESTING AND GLASSPASNN ER TM E1300. ANCHOR OUATIEB_ &10 E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESNSTTHE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURETH e)THE 3&113%STRESS INCREASE WS NOT BEEN USED IN EXTRUSION PROFILES..,._--- :It THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COMEIMO CONTACTWTHOTfiER DISSUAXAR MATER0ILS A95EMBLY&PART6 L14f-x.12-1 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORTDABUILDINO CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. +nPro,W u romDlNoO VNe Hd 10)REFERENCES:TEST REPORTS FTL-7964&7965;ELCO ULTRACON NOR;ELCO CRETEFLEX NOA;ELCOAGGRE-GATOR NQI ROYALWINDOWAND DOOR PROFILES.LTD WHITE A BRONZEILIGHTER&WES OF FIurIAE CAP COATED PVC EXTRUSION NOAS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCnGKANSVAF&PA NOS&ALUMINUM DESIGN MWU,. Dim 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BYSUILDINGOFFICUL I�,I LYNN&IA'l,, � °�' Doh: R1"✓0A` �pAB .a USER INSTRUCTIONS: :�•Ct'����Et+aF'<��q i�% I,r /)DETERMINE THE SITE SPECIFIC. WDOWOPENINGS DESIGN PRESSURE REQUIREMFROMASCE 7. 2)DETERMINE THE UITASUE ANCHOR GROUP F90M TABLEES2OR COFMIN TOTHEINSTALLATION z '•.i(i �"' R1W�A BA= R�N11mr, CONDITIONS ,L:' ND.5B70; 3)KNOWWO YOUR GLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOURWNDOYlSDESION _ OPENING FROM IN ST 46.17 MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQURENEMFOR i1HE WINDOW T I wxgx oPadNo OBTAINED IN STEP I. :v ;'w: GENERAL NOTES&ELEVATION 17- 2"17S ROSOWSKI rouDROPExMGS CONDITIONTHE AWFRoM RFs s7G�R 3�ANn'iwITRAIL�LT ei REQUIREMENHORISUTS FROM FIiDEiJWI}iLLLS&REE SEUr ARELi1ET. y0 MEM FOR •': rE F ��� 5)INSTALLAS PERSMEET 3 FORTHRU-FRAME INSTALLATION OR S!¢PT4 FOR INTEGRN.FDN INSTALLATION. (•`•;•FlaitloP'•'(•j�� 1�14ACEN60-IWO SINGLE HUNG WINDOW INSTALLATION-LM 05H5/15 (941)480-1801 srt./eloaA scde &Art mu.a9 Na R.. NTETEGRRAALIFINN PRESSURE R EQUAL LEGIBOn GET ATIONi57}IE SAME PROCESS FOR ALL FAME TYPES(JLIWB7EL,FLANGE. �(LYrdl 1&(L�1L PE �T.OF,�.#29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 PEJMDOS TABLE I:ALLOWABLE MASS TYPES Fnms (New F.- Frame Gose Daseripgon(Ursd from Exterior m Imadw) Design Pressure Options Comilla ti Shapes Installation Options ,et m yM used Type Te MSN Bhae1N 5 7/e•Laminated I.O_if8'A E t dor a ITIS'Al,Space,r 676•LsMwNd;(2)Ulm of 1110'A Ms.Ydth.0811'PVB Irdedsyor 4,5 6 (sea Fig (sea Table 11 (w Fig A) (see Fig C) 0 7/3 Wrdwled LG.:118'T Edsrior Cap•Will'A!,Space ttW5•L4mlwted; LBea of IM A Glair vth.09OF PVB 46 6 ....Into D(Wood Frame/Buckctdp-shad 3,option1 EqurlRe Squ.WR d Th" me tens....Irate Om sem fCMU-aheel,3,oplbn2 7 710'Laminated L0.:3116'A Exterior Cap r 310'Air Space a 8118'landuted;(1)LJtu o/7f r A Gl.ss with.098'PVB Ydsdmr 6 6 Flaw 5.16 Odr/P-law Amh-Top A � 6 718'Laminated 1.0.:3116'T Exterior Cap♦310•Air Space r 1118'Len9nated;(2)Lase of 113'A Gage eeh ABO'PVB BltMteyar '4.6 6 (42) a WKage Redw Top ofth.YAd."""....�qh 1XBwkeldp Blte Cownt.1CMU-shoe 3,cpgcn 3 8 7fB•Londnred I.G.:1/8'A Exterior Cep a 7/13 AB Space+`5710'14mineted;R)Utes of 118'H Glass Wth.ov SG Mtsdayu 7 7 ...Ato Metal-nhad 3,op0on 4 10 Nlr Laminated I.G.:1f6'TExt dD,Cap a 7116'Air Spam a 6118'Landealad;(2)Lksa of 110•H Glue w1th.W0'SO Intodarsr 7 7 ..Jnb 2X Wood Rmr'rBacketdp-shad 3,option 1 Boil EqurlBe, Arch Toeat., Lernatad LG.:3116'A Exterior Gp a 3(8'Ah6psw i 6'78'Laminated;R)Ulea of 118'H Glass MU.OtA'SG hdsdayar 7 7 FAIW4ep 6.10 OdegProlfew ARMTop 8 17hrecoth.11-.._t,M Concrete/Ck1U-shaet3,optics 2 12 TIB•L4mipsted LD:3110•T Exterior Cap a 3fW Alr6perm*5110•Leminted;(2)Lies of 118'H Glssa with.093 SO IWerieyer 7 7 (44) a Conage Redw Top of tie e4ndosf...�..-.G-gh 1Xeuckntep IntoconcretOCMU-shed 3,coon 3 13 7B'Laminded 1.0.IIW A Exterior Cap•0118'AIr Spam+7110'Laminated;R)Ula of 1/8'A Gxxs with.097 SG Hedayer S 7 ....Into Mated..beat 3,option 4 14 T!3 Lendntsd 1.0.:118'TEMedorCs •SN0'AlrSpsea 7118'laminated:R)Wes of3HB'A G1see wkh.OBD'SO Inleda B 7 Through the ....Into 2A Wood Framriluckatdp•shad 4,option 5 15 713 Laminated 1.0.:110'A Exterior Cap♦IW Air Spam a 7116•Laminated;(1)Utas cI11e•A Gus wM.OBD-801redaysr 7 7 ,)CAonnd Equtl{!b, SquaRlRWE,Integra en.... ,,,_Into Metal-wheel 4,op6m 7 16 718'Laminated 1.043116'TExtedor Cape IM*Air Soo17118'Laminated;C2)Utes o1S/18'A Gass x%h.0118'SO Interior r 7 7 (91) 5-6 l)&Cottagew Red-Tp Th the llama...Jnto2XWwd Frwwftcksldp-shell 4,oplime 6 Cottage R4dw Tap rDe elntlpN.._.....Jnte Mad-shed 4,cNlon e TABLE 2.ALLOWABLE ANCHORS THROUGH THE FRAME GLASSTYPE65,7,8,11,13 Thrwgh On ...Jute 2K Wood FnmeJBurJnMp-shed 4,aDtipr'S S fa MAY L1.D.T.BE USEDIN Equd-Lela, 8queMRec1.,IMagrr fn.._.. •,,,Blip Mdr-slrcit 4,option Omup Anehor Substrate Mtn.Edge Min. THE IM(ZAOOVE Integral FBI 5.6 OdeVPralew Arch,40 e OLhnn Enbedme r • (q) ®Collage Redw-Tc, Though the kerne•••Jd02XWood FmmrOucbtdp-sheat 4,option _ m = oflha eindow.........J410 Mrr-shoe 4.option8 xl, SMS Steel,A3W 378' 0.050' (steel,l&6 S.S. Steel Stud,A653 Or.33• 318' 0.0451'18 GIL BEYOND HE METAL 'A=ANNEALED or 410 S.6.) ( ) BEYOND THE METAL �FIGURE A:FRAME CONFlGURATKINS FIGURE B:FRAME TYPES 'FI'=HEAT STRENGTHENED A AlunNun,6063-75• are" 0.050' SUBSTRATE.FOR T=TEMPERED P.T.Southern Pln(30=0.55) 7116' 1.318' STEELSTU0.S, - 'Pv�..Da3 BUTANREOPVB 3116*steed UOmcm ConcRle(min.28.5 Kai) 1• 1.318' FAN.Fp33KSL0 BY KVMRAYAMERICAINC. muted CMU, STM C-90) 2.1/7 1-1H• 2 4 'SG'-MIT'SENTRYGLASO P.T.SWthem Pin(SG=0.55) 9116' "a, 'UNGROUTED CNU' INTERLAYER BY KURARAY N72 SMS Simi,A Lg• 0.050' VALUES MAY BE FLANGE�/"/ BOXOR AMERICA INC. USEDFORGUAL- S (Steel,0S.S.S. steel Stud,A653 Or.33• 310' 0.0451•(10 Go.) CMU MRICAGT�IONS. Ere EG PVB AND SO INTERLAYERS MAY or 410 S.S.) Alunlnum,6063-TS• 8" 0.083` EQUAL-LIT! OREL COTTAGE NURARAYAMERIG•INC. BY 114'steel lslraca, Cmcrde(ml;L 2.85 ksi) 1' 1314'. -- - C Ungrouted CMU,(ASTM C.80) 2.1lr 1.11r FIGURE C:FRAME SHAPES 1/4'steel Cretellex ConcretemirL 3.35 ke1) 1• 1314' --ISLICKWIDTH �•IBUCKWOTHI--+(BUCXWOT4-- /4'steel IAtra m Concrete(min.2.55 kei) 2-1/7 9314• 7" -- 114'sledUBrecm P.T.Sentient Pine G=0.55 1' 1318` 1!4'otest Crelellec Concrete(min.335 kr) . 2-Iff 1314• a �/ �/�' INTEGRAL lhgreuted CMU,(ASTM 0-90) 2-177 1-114` G w k �0. 3 D 1!4'steel Creleeex .._. x O x FM P.T.Southern PM(30.0. T 1.318" x 114•steel Aggreliator Concrete(m1n.3.276 kelt 1-112' 1318• t/4 Bleel Ag9re.Gaior P.T.Southern Plate SG=0.55 . 1' Gfwled CMU.ASTM C-90) r r -I-RECTANGULAA RADIUS-TOP AACN-roP - TABLE 3•A INTEGRAL Fl VANDOWSHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY ePMewdummpl7foe rHWlb BE USED BY INSCRIBINGTHE SHAPE INABLOCKANDOSTADSNG Fbdde tee Group Anchor Suhbete wit.Edge Min. DESIGN PRESSURES AND ANCHORAGE FORTHATSLOCKOE SFROM D.le Maidens F bedmsor THETABLESONSKEET5610. III NUM E 2-UTx.t31•Canmx,N0 P.T.Sculh/m Pire(SG=.65) 318' 2-7118' RsrNran: mi ePred.d pN.......... E,p 2-t12'RlrlpateNl RoDArp NeO P.T.9cutlxnn Fire(SG•,55) 13 2.7118' `6z -,NOENSE"., •i. P.T.Southern Fine(50=.55) 117 1318' M70 TwsheM SMS Aiunlnum,808375' 13 0.050' .+ No.56705 (steel,1888.5. Steel 814 Or,33 313 0.0451'(180..) _ .:Q:- OsMptlon: ar410S.S.) F sled,Ase' are• 0.050' TIN.DBe¢YOFD �•o•'u' g 5 GLASS/ANCHORS/FRAMEOPTIONS JROSOWSKI P.T.Sam In Pin(50=.55) 8113 1313 THE METH. jf BT TE F r=: 1070 TECHNOLOGY DRIVE iW.: Oars: 012SMS Almlklum Iwai-75• W 0.063' SUBSTRATE.FNR �/O,�'•..;FI.oa1v?:•'�C� N.V06M Fl.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (9 ter,1888.&. STEEL S7VW, F F.:` or 410 B.S.) SteN 8lud,tit 33• 378' CLOW MIN.Fu.46KSle �'/rSS10NA4,�'` (g41)-400-1800 SM/LeNE Smlr pyastnp Na. Rte: Stec,A35• 3'6• 0.050' MIK fy33KSL A.LYrw Md.�`d.PE. CER + SH-5500 NTS 2.OF 13 MDSH5500-01 P.E.e5B706 N INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND I% DIRECTLY INTO CONCRETEMM. BUCKSRUP INTO CONCRETEMMU. 'OPTION1 1-EDGEOISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED TIDIWGH EMBEDMENT FRAME OR U/•MA%SHIM 18 1M•MAXSHIA-�I EE 'TO ON BUCKSHEE _= I I y 9EE NOTE 2, IX WOOD :J EMBEDMENT 1� SASH GHTWI TH 17 ��- EDGE 18 LIGNTW707H GIEDGE FLANGE FRAME DISTANCE SHOYIN 44 BOUNCE ❑�w, TYPE VARIER - TYP.ANCMOR SHIN TYP.ANCHOR TYPE. @ WITH SAS" _. _ TYPE,EMBEDMENT 2 7YP.ANCHORT ME. QABEDMEHTEE '.'. - >� - ANDEDGE 30 EMBEDMENTANDEDBE DISTANCE PER " 31 GSTANCEPER DIETAIII PERSUBSTRATE SUBSTRATE �. ••.-•- EDGE SUBSTRATE 18 SEE TABlE 2,BIIEET2. 6EE TABlE 2.SHEET 2. EXTERIOR '-DISTANCEABLE't, By SHEET2. ' ~••• J FIXED VISIBLE _V / _ FIXED iB 2D OPT.AIL TOP FLANGE -I LIGHTWADTH I. HEIGVISIBHT ��IJFT RAIL FRAME I 2 LEHOWN LIGHT ilf I FY%IALLWINDOWS; NOTES: SHOWN I^' BUCK WIDTH FRAME HEIGHT (ANCHOR®ass• i)USE ONLY HORIZONTAL SECTION A-A snDWw 4B 48 FROMENDANDAT SUBSTRATE-APPROPRIATE 21 CENTER 22 FORWWDOH'83B•YAOE: ANCHORS LISTEDONTAME 2. 72 OVER SHEET 2.FOL"EMBEDMENTAND BADE APPROVED MULLION.FBC COMPLIANT ALUMWUMISTEELFRAMING ORSTEEL STUD. D A00 A0°TTIDNAL EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORRANTAL.SEE SUBSTRATE PROPERTIES,TABLE2§HEET2. 45 SCREWS®10.818' INSTALLATION OPTION SHOWN MAY 36 T/ 48 FROMEND. BE USED ON ANY SIDE OF THE '. 0 F� OLYS WITH WINDOW. 1/4-MAX BUCK 18 BOTTOM LOCKS: 2 MASONRY ANCHORS MAY BE SHIM OiD ORi128TEEl _ 1fA'M/X. HEIGHT 50 Q ADD ADDITIONAL US E°BNTOW000 ASPERTABLE2EWSQ . SELF-DRBLINO— SHIM I 85 -�— ,FROM END.&� SHEET 2.ALL WOOD BUCKS LESS SMS TABLE SEE 30 THAN 14R'THICK ARE TO BE SHEET2. SASH CONSIDERED IX INSTALUTKIN5.1% ESR VISIBLE WOODBUC%SARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO Y' HEIGHT SUBSTRATE WOOD BUCKS L 18 DEPICTED A52%ARE 1-USTHIR( USEEITHER ORGREAED)SMALL DESIGNED E IGN _ OPT. BS BTCH CRTOML (MENUSED)TALL BER LOADS T Q INTERIOR 81 O M BOTTOM LORC THE STRUCTURE WOOD BUCK TO FLAME EQUAL , II WEEP 31 /TESTED M 5 DESIGN AND INSTALLATION BUCK FRAME .......... FRAM% WEEP ✓ FROMLOCASAS END DESK77A"D R79TALTHEE1GINEE SHOWN FRAME NOTCHES AT 80 FROM SASH EFIII. RESPONSIBMV OF THE ENGINEER SHOWN EACH END. ORARCFBTECTOF RECORD e o _EXTERIOR_ ` B BB 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION B7 OPENING)IS MEASURED FROM /Pp+rnJmtamplli,L�SYM 1//•MAXSHIM BEADING TO BEADING. ANCHORED INT METAL AFRAMEI TO METAL w FRAMEEQUAL-LEGIVOK "_""' �� FRAME INTO METAL FRAME INTO METAL FRAME SHOWN T.. - 0 1111111/ NOAD • .2T'%115' NOANCHORS ` A1llCENSF•��(PP ' " HOS REWB+ED IN VISIBLE LIGHT FORMULAS Iki Rsi11°�" 0o1i Ri/i1- 2.87WICO'FROM O a FLAN DR ND,50705 EWALLEG WIDTH _ EACH EN0. .. FRAME SILLS ®SASH:BUCKWIDTH 'V:� - gym: .Oram BA' ®FIXEDUTE:BUCKWADTH-4,VB J1 lS ::'N�; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • MEI@IT IEWAL•IREI ���(C AOORIpA a1 ` 1070 TECHNOLOGY DRIVE Tr odc VERTICAL SECTION B B BucXHFxaNra-31dts .�5 p'••-......-Nv K FL 342 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .�ONALE..• (g41) 4BD-1600 SH- N' T' a mane Na A.r A L4W//NIIEP 11.E CERT.OF IUM./xB2➢0 SH-5500 NTS 3 OF 13 MD-SH5500-01 PEI68T05 t INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRW.SEE )NTO 2XWOOD FRAME OR f�EppE pISTANCE ANCHORED THROUGHINTEGRAL F+-EMBEDMENT NOTE 2,THIS SHEET. BUCI(STRIP.SEE NOTE2,THIS SHEET. FIN INTO2X WOOD FRAME OR O -141'MAX SHLM 1N'MAX SHM SUCK. STRIP.SEE NOTE 2THS EDGE DISTANCE 18 SHEET' TYRANCHORTYPE, SASH VIS _ J-CHANNEL EMBE PER SUBS EDGE jf;E— LIONTM7D7H 17_ FRAME 1 DISTANCE PER ZSHEET2. ILII SHOWN 1 SEE TABLE 2,SHEET 2. 0 (SCREWSHOY" NCE O EMBEDMENT E VARIES 1M MA%SHN GHTH TYP.ANCHORTYPE, DISTANNCEGHT 30 EMBEDMENTANDEDGE __ 31 - DISTANCE PER SUBSTRATE. SEE TABLE 3.SHEET2 18 (MNL SHOWN) EXTETOOR 97 TYP.ANCNOR TYPE _ INTEGRAL EMBEDMENT AND EDGE FIXED VIBIBLE _ 3 F1N DISTANCE PER SUBSTRATE FIXED I9 20 OFT.SASH TOP JrJGANNEL � LIGNT WmTH FRAME SEE TABLE 3.SNEET2. VISIBLE ��_��'='j �uFT Rau FRAME t sxDml (NAIL SHOWN) LIGHT nE1cHr FOR ALL WINDOWS: xoTEs: s7rowN 48 21 FR�ENNOOR 0ANDAT 1)D$E ONLY HORIZONTAL SUCK SECTION C-C CENTER SUBSTRAME APPROWUATE 22 FORWINDOWS ANCHORS LISTED ONTABLES2&3 OVER 36-VADE: OF SHEET 2.FOLLOW EMBEDMENT 1f9 DADE APPROVED MULLION,FBC COMPLIANT ALUMWUMSTEELFRAM WGOR STEEL SND.. D ADD ADDITIONAL AND EGGIGISTANCEULITMANY SHIM I+ MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 2& 2 SHEET 45 48 47 SC MOIS-LB' INSTALLATION OPTIW SHOWN MAY 14 ..-�.. 5 FROM END. SEUSEDONANYSIDEOF7HE BUCK O FORWPIDOWSWFTH WINDOW BOTTOMLOCXS: 110 ORH2 STEEL11r MAX HEIGHT SG 0 IB ADD ADDITIONAL 21 MASONRYANCHORS MAY BE SE1S(SINSEE l 911M SCREWS®B.VB• USED INTO Y,OCO AS PER TABLE 2, SMS 06 SEE I 86 30 -� FROM END. SHEET 2 ALL WOOD BUCKS LESS TABLES t&3, SASH THAN I-U2'THCKARE TO BE SNEET2 EXTERIOR MASH CONSIDERED iXDISTALLA'n s. 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNITISWSTALLED DIRECTLY TO MEIOHT SUBSTRATE.WOODBUCKS OR BOTTOM DEPICTEDAS ZXARE.I-IreTHCK LATCH(SHOWN) - OPT• TESTED UNIT 3), OR GREATER,ED)SM A140 2X BUCKS IN - 85 (MENUSED)TRLL ANSFER DESIGNED LOAD (2OR 81 1 30 TESTED IReT TO PROPERLY TRANSFER LOADS FIGS REMOVED INTERIOR 37 FROM AS END FLANGE REMOVED - WEEP, FROM SASH END. TO THE AND INSTALLATION N SUCK W{I�- NOTCHESAT DESIGN AND ITY OF THE NISTHE EACH END. 80 RESPONSIBILITY OF THE ENGINEER INTEGRALFN c o NO ANCHORS ORARCHITECTOF RECORD, FRAME SHOWN REQUIRED W FRAME 7 SILLS IF ANCHORING 3)VISIBLEUGHTmDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME, (ALSO REFERRED TOTS DAYLIGHT OPTION 7- 1 3 OPTION! 1/4'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAMEINTOA4:7AL F? A a QwPlykg 1, lNrEGRALFINFRAME SHOWN _ BEADING TO BEADW0. ML1 11,AA WTEGRALFW INTOMETAL ( ) 0 0-22- SHIM L I I I I I INTEGRAL FMFLANGE FRA REMOVED NOM. _ RMnd ft, Dins RdJon: .27'WCOVEEPHOLE ���._ :``'��u''•CENS'f/((F/moi m1UNQ,� OWKWERHIEND. V R'•..P FROM EACH END. �- m• _ 0 VISIBLE LIGHT FORMULASTYP. Z k} No.58705 '••��' N"I'°d�' mla: Fw41ue ENUEDMENTANDEDGE EDGE DISTANCE WIDTH _ DISTANCE PER SURSTRATE, I o - pb'fASA+' OA0°^� SEETABLE 3,SHEET2 �FDIED LITE'BUCKKWIDTH•447T p'•• O �s --I EMBEDMENT)--- ® InT OF ...fu J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) "O'•. HEIGHT IEOUALLTTEI FfON10A.• \�� 1070 TECHNOLOGY DPNE TAq: Date ANINSTALLATION CHORED THROUGH INTEGRAL FIN VERTICAL SECTION D-D BACK HEIONTQ-3.1&118' ' ;'S/(ANAL���G� N.VENICE,FL 34273 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO DL WOOD FRAME OR BUCK. A7f71..... (B41)-180-1600 swamµ S.W. "4 AWt po�Hp Na Rm. STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER'PE. CERT.OF Aunt J2029e SH-5500 NTS 4OF 13 MDSH5500-01 PEAwm 70 7ID' 71S NON. 718'NOM. 5/16'AIA PV8 5116'A/A PVSI 5116'A/A PVB 5110'AIA PVB I 5/1W H/H SG 7116*AIR SPACE 7/16'AIRSPACE 3!B'AIR SPACE 3I8°AIRSPACE 7/16'AIR SPACE— I IB"AGLASS + 118'T GLASS 3116'A GLASS 3116"T GLASS 1/8'A GLASS G]E(�7E_ a EXTERIOR C]EXTERIOR a EXTERIOR aEXTER00R DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR • SUPERSPACEROR 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 ~JI 7AYNOM. �- 718'NON. {�- -►{ TB•NOM. Imo- -� 7/S•NOM. r -+•{ 7!8'NON. 6/16°WH Sr. 5116'HIH SG I 5116°HM SG I- I 7/16'A/A SG f 7/18'AM SO 7/18'AIR SPACE 318'AIR SPACE 318'AIR SPACE 5116'AIR SPACE--- 5116'AIR SPACE 118'T GLASS 3116'A GLASS 3/16'T GLASS 1Ni'A GLASS V8"T GLASS a EXTERIOR GD EXTERIOR 3 EXTERIOR a EXTERIOR. aEXTFRIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACEROR SUPERSPACER OR SUPERSPACER OR--- • SUPERSPACER OR SUPERSPACEROR CARDINALSPACER CARDINAL SPACER CARDINALSPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11. GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8'NOM. Imo- �•{ 7!8•NOM. 7/18•AIA SG 7/16'NA SG I I U2'HOLIGLSS TYPESOTHROUOM 1/4'AIR SPACE 1/4*AIR SPACE _>R a- .76 rNTE TYP. �J=NQTBE USED3116°A GLASS 3118'T GLASS , WITHJ.[ NELOR 72 74 •INTEGRAL FIN FRANES 1 E3 ERI a�3IF•..L49 'oLAssTYPEss,T,B,,L,B DURASEAL, DURASEAL, 31 GLASSY NOT RE NEEDIN SUPERSPACER OR— - SUPERSPACER OR EXTERIOR 76 • THE KA2 ABOVE 3v. CARDINAL SPACER CARDINAL SPACER 4P1„ol.,tncomeglw•ub w• a GLASS TYPE 15 GLASS TYPE 16 .1 lase m.l. 09 ...0 U UI1 aeav: LYNN N,NA”, RMaae W. goe.: R•HNarc �, Ig eraaw u Pa'C\I':•'OOEN9p•'•,F.P��� RMnd 81+ D.W. `i•—I '. 't..k= IibNlw. • '••• . GLAZING NOTES / No.58705 EALED TYP.GLAZING DETAIL "M.-HFATSMMNGTHENEO = ZING DETAILS J ROSOWSKI TVB'v ABg'BUTACRE'®PPyyBB BY INRARAY AMERICA,INC. �pG�T�•., 1 70YTECHN U 342D75 T 'SO'v,peg•SEMRYGLAS BYNURARAYAMERIGhOiC SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1.MEET 2. ,/Ol (041)-480-1600 - s�NTS y"5g OF 13 MD10"NwSH5500-01 R-, ALJdlS P.E. grnr.GF AM /29299 SH-5500 5 - P.EI R1Tg5 S T S ES: EB oYwTrAa OAJynPmNn,6M1 01t 1TYFa 6aaaaAM yrl OagnPmauA,6f Te °,•rpM• Owlop—mb v RrRe RR+ae N-60AA'�L^N yJrAgr Rn°aPd ara Ssm *81(11-70.0MIXYwI fwrEa 11]81 NAD ai0.0 •w0 AO MIX MwI M FY�eY,6,aJaMatw Y'amaEp64*111. Wn •OU i00 .m0 i0.° p WeeVYw N•elENm SEE TABLE B,SHEETS FOR - m Ee.tx. Nbm•Hbte .wn ioo d iDA SEE TABLE 10.SHEET S FOR ANCHOR GROUP AND QUANTITY. pa•srDelw 11.-NJn •wA iDn 1a0 •rm ANCHOR GROUP AND QUANTITY. TYiN Rb11•Alm w -AD we •fOD 6lvaaa Obep m.W-aJ,a M. -TAD NAp •AD aas EoalAa ,lbn•A.mi -r--i¢0 w0 •ied mr,aNPma,r Nan•nJle ,m0 •AD wA -ro.0 8aelwt I1JR•H6Y wD -AD wA -AD TYD ]1Ja.VA11 •mA •mn .ALO •AO Cpm ab. iatin�rAa.mA aeA •mo HEADER tlmtlrs 8&&esanwp1mgO.pCmet6.mrAUmm.tlEe66v6.EaR!•1rMLmappw,6a,k1ertiFlDwv.�a.Dm6uawin°6rAl/eavee•,e�r.,OYpNwPRYe,raIat@66aaarma�I 1rrolwtrWA1tnrD1bN,a r[Aa.P aap uw.,v•r aaAO1H,uIamI,dammma11YA,11ntTa,,}Ib].b�bA15bb.bbaNaaab.AJJaaoRn1IAnVntnflvAlnf+n/IfT TlTTi+rI•-..-.--••.----•-.•.••.••mOaamIm1nmmYa,mammmnintroDl1llaluabbJaeb.bsbba6b.eaDeaeaaemroroMtaroa1wronrororo robwlroaarot0e •••••••w.,w•.,.w..,+•aammn6wm�mmwwOwwmfmbD9A0oD0Dn0DD000 i-i-•--a•.-------RA-.-.-AAAA--TmAAATAAmAmm0R0OODDDD.AODDDanD0ooAn nOAO 7 ••N•••w..••�ww•w.••.•mwmmwQwmmwmmamAAeMssD.LaJ•d0•DAD0nA�D0DaAA0D.-id••-J.•---•-i-••-AAaAAlAIronaimAAAA1O0DDDeD.AAAAn0D OoDs oOAdJA° HEADER MENGRAL MEETING RAIL wd 7F. mRo 27 23 m2 JAMB MA JAB WHOM BASH w.-75- AA 9A5 oTHEIGHT HT A ,mro0 AO —.NY 23 23 SILL , SILL - - - RHi-NAY .610 -AA •mD .RO 1®Dtr. mbfi-aJM •mn -A° ,mp -AD - 6oNYa_ mbn•�SIN w0 •AO •ma •p DD SECTION DETAIL FOR WINDOWS WITH A wta.aw r]Jn. .uA am .mn SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6.7&8 ®"""Ila.' man•aala CdA mO .mD -10o LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7 -8 (REINFORCEMENTS SHOWN IN FIGURESABOVE wt®aa man.Aero ioA •we did OyEINFOAPPLY f -,;RF i0D .ma Ii—NNF—ESABOVE APPLY TO ALL FRAME TYPESa ar es mJle.aa,e boa APPLY TOALLFRAMETYPESS CONFIGURATIONS) Eerm. assn•a1nY .wo -rm •wA .ron CONFIGURATIONS) a Gri6e66a aA,1•ad -AD wO -0rJ °Pp—d el toAPlFIAlWNIO. eYXAA�.. mJ,.-a Ne .m .wD mA Rar10a Algm3c m.m a.eY .esA xD Nm ms Due SEETABLEIO. EETI)FORANCHMORGROUPAND OUANTITY. NOAH SST 11j Mr1eDA�: DOIm MvlNeil: m I Jc PlDYw1 1 y LYNN Ders RMN- m k'. NA,50705 •••>4 Ora DA 11USE THESE TABLES FOR ALLWINDOWS INSTALL ED THROUGH THE FRAME OR INTEGRALFIN. i�= DESIGN PRESSURE TABLE - J ROSOWSKI 2)FRAME DIMENSIONS ARE SUCK SASH HEIGHT IS AS PERTHE FlLil1PE. '�''''• (T F '•OR , (ON.VENICE FL 34FL 30 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �f�\aG`' soo y„ayuw.e Saarc wD.xq Me. R.r ON THE TABLE. x 40R:PE SH-5500 NTS BOF 13 MD-SH5500-01 P. 68105 CERT.OF AMM T LE a: bat miu &"�e.e �� D.nofPn.aua.e.6t' w�iiu� eanlee.n D.OIwp1 th.paPrarvnleaMP Wlabal V. Itaw1A YYL II.41 nim 4 Rm•09 a4aaeWIaMO +yro a m w 2 Mo o uta w Ew•Ia• naa .Tm A 0.o•mo-+u0.•m➢Hao.mD•rao 215 EprA. 1181 naa nfoa•monuDA[411 vnoA•TO➢ylnD•mo-mo Hna•nno.m.r-Ino•mr-9ao 8pD10 MIP Ilefi•1L10•A9•+10.0.RO AMD•AD.1100.n➢•1tOD apmauaP a.S1A 10.1)1 HQ1•1m0•n0 AR.O1+04X.. A. ri1 oH -aAle•AD 610.0.mo-nao•mD.uoo•no anA n EO/a. n'Jf•tl/u Haa•+aa•m1-na0m6•no•Hno.m1 Mn0•mr-nao•ma nm•m0-naD.A.O•+m0•AD•1100•AD A.• 9•nd1 P1 ILni-11510•RO•uoo Haa•nao -0100•R/•fA0 HDL-160•m0 M00•nD-1160•RO."a. HEADER TaW Rtamm0A.AA-++¢0 HOD-11¢0•AD 41W luW »dl/-afN•T 4+100•m.0•nao -110.0•TS-1100• 4 •R/•1+00•ma•1-•AO-o tmrplMpA0.-n3.•AO.11.HPO•Ino•]n0•nno•R0 A1n0 mioOwua•.m.I•nJH •n0•+0.A•n0•nao -1160•An 41.0•A0•11,.•R1•nnEOMAa AW ]).n/ ooA*. -1.0spr.aRDrgdanae •Mn0ILa71 11.A➢•It•D•11.0•IIDA•AD-tW.O•m0-.D Btanw +1..-113+•.ri0-I.0 HLO-1xi0 -Hn0•A/dt¢0•Tn0-1f0.D•A.1•nto•AD-..o•m0-.)a ALO•AA A].0 la•A ».wi-lHlit •ri0•IAO•n0•1A141.0•ml-•n0-a.•n0Amo•m0•+10.0. -1m.e CDAmA/¢• A.OR•»SR ,RO•110.0•m.4-600 •IIPO•A1 Mn0•AOMEETING RAC•nao•m0 4661•A.0-n0./•RO•+f0.a•nA-110.0 410.0-+ta0 M Ep,IB. m31)-aha HOD•16.0•AA-IAO•RO 4116/•m0 AI60 11 EWaS m69•a]. HLD 4 o•RI-tm/•ln-1140•A.0•Imo•ri0-110.0 Hao•11L0•.0-Hna H00 Mla 27 6,. dPm R..T•asw NA•IAD•RO•1m0•'00.-Ina mD•1A.0 aaaFdP 1aS11•ANS•TL1•nao•n1.11.•]0.I Mao 4161-110.0•A.0 410.0•m0-1113 HOD--4110 LIT£A� OAbnffi llal-IT.30.n➢•IAA.m0-1160 Hag•LAI aA0-Iro.O OaeSt 746 vol.•n0•600•RI-H¢0•Yb-nnp•m0•naD•AO-1'a.NOA.1110•RO.,a.•m0 4160 J'T_ 1a3n-14.6..AO•10D•AA AfnD•RO•1AA•m0•la6 aapn• 118)-fIDt1 Hn1•1100•A6 4.13•m0•1+61•m0-160•A.0 MPO•AD-Ia.1•ma•1R.0•RO MLp V TAW ite»-Aal1 •)00•I.D•A.0 ALO..0 ASD•m0-A.0 _ IaLW DI.W-X111 •n0-1100•mA•IfOD•AO-1160•]La-+1¢0•m0-110.0•T0D ALO HaO ri0•AA No JAMS •,' Bp pdWA. Mali-/166.AD •m 26 0-IAO Amo.+m•AO 404 d.PAer4P ma+l•n5n-no-n0➢•A.0•1100•AO.160•]0➢ D•Ro•110.0•}0.0-.1.Ra•1160•AI•1A0 yrv-.B EOIrL• Aa+)-Ea.•m➢- AD 41.•R0.fxi0.AO A.D Mfa f A61r•aa. H0/•11.•A.0•110.0•m0-60.1•AD MI.O•nA mAD•n1•++0.L•RO nno•n0 Mn0 � $fSN b elerNADYe 1'.611+ 16•m0-A.RO Af00•m0 Amo.a0-160- a araAalAln n.eR-10Da •ri0•110D•A.I•IIOD•A1 m0.0•R1-llaD HOD-+10.0•n0 69.1•Rta..700 ml0 HEIGHT uen.n0..•m➢.Ino•RD-+.o Ala.l.0..rno.Itao arae•¢¢• lun.naro•0.D•nno•m1 dro.D•no-Hna•ma•nao Hna-ftao Hao n+u Hno-+nL Hna Amo WDm B'P I261r-tam•Aa AroD•n0-un0 elaD•1RD+n0 dbD COAAAIDL Req•I/0..•RO 460.0•Ao•+m0•mo dm0 Rno-Hoo'no-nao•rao•nao.no nnL•n0-nno SECTION DETAIL FOR a eloD.Y it.-IAS..A➢•+roD+RO-+roA•AO d.0•Ao AAA E 6pOW +LAI•vaN•RL Amo•A.0-IAO•AD,-•A1 ntan•n0 610.1•RD A.A•m0 dAA•RO•ra0 WINDOWS WITH TY AAI-ADD•A➢-1AD•AO AOA•Ap A10.T0.0-00.0 ! TtlW ab-1)b)/ •n0 Ano•T0.0-1140•lb-nA0•m0•AOA•aeD•110.0 2-al 60 A40 Hno 110 •n0 A0.L eloeWamo. aar.aOm.rm an➢Hno Ono•mo•Itm.loo-Haa ? a.4.dun. n.nn•amf.no mo.o•Amo nlo.o HOD duo•io.D d1aL•raD-nD.o Hne mo.o•RI•nae Hao duo LEVEL R3 REINFORCEMENT T5 E.- Noll .•mo-IAD Ho.D-Ana•Ao Ano.ma•1.4 - Ev+A04 asn•mem •Aa mD.o•mA•rao•mo Mr.o-1.mar•nD moo•ria-nae Hao.m0•ma.roma $GLASS TYPES 9-16 WbmWp Men-2>a10•AO•roA•m0-In0•RO•1100•A0-Imo Ctlam¢4 ffi6R•»a/ •n1-mo..0-lIOA..oilA1n0•n0-IAO•m0•110.0 Hno•tm0 Hna•1R0•QO•1m¢ (REINFORCEMENTSSHOWN SBL Mem aWLdtivl•vr 11.6R•Ad..m➢AO.O.AO-+fO➢•AO ma0•m0-Imo mad•aP1aM R.SII-maw waa-nno•m0 Alto•AD-tm0•m0-nao•roA-Ha.•AO•1WJ Hno•1.0•i 0 dnp IN FIGURES IfBOVEAPPLY WlLnao Tl6R•n.a0 410.0•IDD•Rp-I.0•AD•IIaO•RO-IfaO 1451-from•Aa-+10.0•AD•1140•A➢AUL 4160-i+3/•AO-nao•n0 A.D•n0•faD•Aa 4116➢ TO ALL FRANETYPESS Lapnwn Ra1T-K0..)00•IAD•Rp 4-•AO-1nD.m0-f AA Oam1b N.1-1451/•103 41Lo•nD-110A-W-ra/•)r0.•M0.0•m0•110.0•)61-fAA•0..D•IIID•RO•110D CONFI UR TIONS) awl" IL8]•R5.•RO. 0-+n0•TAD•IIW•RO-Ixi0 ®ei¢r 1181-I1a10•RI.HMD•AA•IAO•n0-Hna•no Mn0•T00•1AA HOA dnr•RO n.1•m3•IID.O TAN A611•ItAa•RD AAA•AA-Inp•m➢4110➢•A.0-1160 TIMI AaT•Ital •RO•nL0•mD•1161•RO A1n0•RO•ilU•RO-1.0 Hao Mn0•AA Aa0•a0.ASM /YWaCaSp itDR-X610•AD•1AA•AA-1611•AO 4660.m0 A10.0 SIWWG/A• ]La]•0.5fa•AD•60.0•i0D•1140•A •110.0•ri/•1A0•RD-1.0 Hno•"oo•A1-1011•n0 A10 WrR• •AO Ano•m0•11. M..tion•150 A.A a- a19•Jfafr•TOA•Imo•TOA-1"o•AA-"a.-no-1.0•m0-iro./•10.0-1160•RO•0TJ•}40•..1 AI➢bdROas a6n•A6.•AA-160•RO-110➢+ri0•1160•AO•110.0 9ArAEPMN »S+a•nela•AA•nLo.T40-1160•AA-1160•AO nA/•m0 AI0.0•T0.0-IIOD•n0..10-0•RO•tat a oAlAn ab 10D1T-aha.AA-Ixio•AD mOD•itD-11.•AO•Hoo a OaweL4 xin'-assn •aa MLO•iDA-110.0•m0-60.0•R.I MOA H6A•110.0•T0.0-110.0•n➢•IAD•A0•012 1anaW 113q•94.•AA Ano•AO•fAD 4110•1100•AO.160 OMnab ma)•mete•RO MLO Hno-nno•RO AInO•T0.0-Tm➢•RO•110.0•RO-60.0•n0•Ixi0•n0-00.1 .I OAbmaaL Ila1T•na.•no-1100•RO AAA•RO•110.0•RO•1140 Gtlane¢4 1.61I•Ilate•Rr-an0 Nn0•110.0•AI-+10.0 Hno•106➢•RO-Ala•RO-A0.[•n1-m5•AO•AOM - t W1olnata R•llwe•10.0•not•m0 6100•10D nmo•AA."to paaabb HPi-14516•10.0 m0.1•RO-Hao Hno-f A2•'AL-IA1 HOA 3'.1 •TLO AM•n0 KI •10.0 41.1 ., lOpWl a•AO-tAa•AO•110➢.-41.•AO-Hao arta 1L.1.13D.•A.0-1161•roma mo.o•mo-../•m0 A!0•n.0 A1D Hao 50.1 •».D al0 HAD A0.0 TAW AaIT•IIAa•]0.0-1.0•mD•1+0.0•AD•1160•RD•ixi0 Aa'•Itsu•RO-1.0•Ra•H0.0 NLO AOA Hno•600•m0 MoD•TAO-110.0•RL•Ole HOD ALO ' Wboaln AeIr.A611•RO-tRp•A➢•1 D•AD•1160•ri0•+10.0 Pame¢4 Ant-lODle•n•-161 Hno At0.0 4140 Aro.O•m0•1100 Hno•nao•AA•nD0•RO•ALT 4161-00.5 " CyrK a6a+).Aae •mJ-1.0+AO•1100•AO-160•Ro•1.0 EvaHI XRI-a51e HOD-600•AO-t10.p Hno Amo-MA•1..0 H0.o•1150•TLO-In0•TOA•an4•RO 910 m OepOatra 4,5+1•A6t1•m.0.1IOA•AD-tn9•m➢-160•AD•1.11 n A611-XD.•Ip0-1fa0•m0-1xi0•RO AAA•m0•110.0 410.0 nla0•Tn0 d1a0•m1•00.]H 0 A32 _. epM Ra•`M 235 L.AO•IAD•m0•110.0 HOD AI¢O•R0 nno adwRCWl1 M6n-»Di0•100-1110•R1-110.0 NIA A0.0•RO•1100 HLO•IRO•n0•+051•AO•Ate•!10 A0.1 peau -IAA•ri0 nno HOD-f 1100 10.611-20518•10.1 4160•m0 m0.0 H40 Aq.1•m1•atA•iL0 ALS•»0 9u Wig H40 Aa1 61gIW abte•a6a •AO droA.m H¢0-flm•AO•1xi0 XSa-]Mae•n0•IiaO 4100 Mn0•m9•AL1•n0 A0.1 *M -1• 911 410.1 AL1•AD AU H00 aT.1 _ B.- OLOq-4Lw1• •+roD•RD AIaO•f0➢-tA0•m0•1.0 F♦♦M4 a11T-•1111•A.0 6160 Hno-rao•AD•11.•A.0-tt0.D•l D•1..0•Ta/ML/•RO A]•n0 A1.1 - w tLbOBb ia11.A1a•ri n0•AD•lIOA.m0.IAO•R u Oauna04 lae1T•a3.•AO•1+0.0 A6D•110A•ri0-..1•ri/4161•ia0 951 • I aL1 •a.Aft N.A1./ " efYrN01•IP aa••A6f1 Hno A10A•ri0-1160•AS-110.0•A -1ID➢ 9➢dTot PlRb tala•aiwa-UNI.,Haa•fan•Tn0•rof4 M.AT.O •n.0.A)A •R1 A0.1 •AO AtA•AO Aa0 ADPnaDJ»w.PbtyvIW 16 1110 TAW I1a11 •Amp 9A0•AO 6100•A1-naa.AL maa 0..m rap 4LM1 •m0-1m0 Hao-1roA•AO•ATA•RO ATO •m.0 9].0. •m0 A0.1 •A0 aa0•RO Ano Flpl••^„I�IaS adf D( SEE TABLE It,SHEET IO FORANCHOR GROUP AND QUANTITY. SEETABLEI I.SHEET IO FOR ANCHOR GROUPAND QUANTITY, Ilelr">,'1F'• NOA4�tttt5��a ,111 LYNMYip ` MI at0-�Iop.uc 1 oNY �i 4;• A/q Br• D¢ RL•tllerL• ND.56/05 ' NOTES - - PUTD-Offom 1)USETHESETABLESFORALLWINDOWSINSTALLEDTHROUGHTHEFRAMEORINTECRALFW. �y••� - , DESIGN PRESSURE TABLE J ROSOWSKI .P•' �OFS 1070 TECHNOLOGY DRIVE IN. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHTIS ASPER THE FIGURE. %O'��•'•;FCORIDp.•'G\?� H.VENrr,FL x+275 SINGLE HUNG WINDOW INSTALLATION-LM 05115115, 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH DRHEIGHT DIMENSION SHOWN LTi/iS�/S�ONAI.� `�� (011680-11M00 s.n.•/Mmec s�A - a�,mA lMn Rb: ONTHETABL9. ArINNNY/1LF11.P.E GfRf AUIFL/zB2AD SH-5500 NTS 7 OF 13 MDSH5500-01 PE/68'K • caRfltlIlADtltlogatlaatlaIlQaaaapaaatlatlaaatlflafltltlapaflIlaantltldatl - ��mCflnflaCaonCCDtlotloCQCtlafloflQCoflfltlnIlQCCCQflaaIlOCCflCo4CC4 • d�onndOndtldOntlatlDOOotlD4onnodCaQppa000oo4G4DDpggo4Cnn4 ."O•ddadnddQaadpdaaCpdpdd4aQgada4apnpnppdpQpdQpgQnpdgpO {� ��CG1RtltltlotlaIltlCCoaooapgRtlodoCCCtlgtloa000CqQAoflCCDCCCC4aCC tl�anOtlnnatldnAIltlAGCnagagtlOOdaqDQDqtlQopop444Rp4Do44q4C4 �'7dpndppdp�ddpddppnQd4pddOdnndnOdddappdtlatlQpgpnppfldpn • �mGQAIltlIlCaRCRQtlaoARQQOIlCaQCCIlaaao4QootlaooIl44CRQoaCCRC OC�7OnnoaatltlCCflaatlapntlpopotlnod000gpopdong4GnOCQpQnnq4o4 • :3paapQpdan4dGd©addQdpQnpdd4ddpddnadppadpdaadnpdpadna Jim= �� GCIliQ©QG�OQGGCD©�CC�G©DD�GGIIICQI�aQ�pdDOflGOGGGQ�Gg7GflgG�GGO B��aCapaaaanaaatltlaflaatlaQdtlflotlaotlaooaQaflgtlatlflanadntlaatla Q 1gQddAQdgRgqQpQtlARRRaQRaQqRqpDflq4pRqtlpapp44qp4Rq4pRC eft'1GnOaOGd4aapdpaagnppRpAQpAp4AQQgdpOgdq4G4qqppdqna444 �OCOOaOOIlOnOn000Oa0OOOOOa0anO000000OnnnnnaOnOOOOOOaOO 1�g1L"'�1nAaggAAAdDRgpqpqqqptlQDAQDDADqaRCQqQAQpA4Q4QpQRDCORQ YiQ�gaatlnndtlnntltltltlDpndtlpgqRatltltltlqqqaDaQtlQaQatlqQtlqn4Q444 = ��DanIlIlBIlIlIlIlIlIlIlIlIlIlIlIlIlIlOflaaIlIlIlIlaIlIlIlaaaaanIlIlaanaaaIlIlaaaa G'tl+1aARgR000RQDQgQRRR➢RRDQpORRQgRpd4R000gpgpQCQpQq40C44 � �aOaIIIlIIaIIRIICIIIIaIIROIIIlGIIQCIIIlatlgCIIRQQOCCIICQQCCIICQIlCIIG4G �moo©n©©a000r°�©�tl°c©ooa°oodeoa°aR©onocnoa©fl°n©tl°noonooao°Qno4° �QarfnnntlantltlantlfltltlppatltlgtldtlndtlQAQpatlpQtlgtl4QtltlDaDQ44Q44A OdtlaoaCRaCflpIlflfltltlooaaoflCCflaaotlagoaCflatlotloonaoflCoaootl �moaQatlfl000QRCtlfloflCQCfltlfloagCIlnaflpIlCDCflooD4nCCCQCC4COIl �oOOaOnpoaIlIltlatlCpatlaagtlpngtlDpCC000CDCq404aqIItlQ4dqaaC �O�OaaonafladaaatlaflpflaDaaafltlaaaoaadaflaaatlpadaadaflotladaG _ 4�aIlCR000aaCDCCotl000CaRCpQCoaaaaCCCgQaCatltlQagoonCoocc pfl�nnatlnntltltlIltltltltlflpIlQaQCagntlGtlogtlqtlppCDnnQnqqaCq4nQ444 ©daflaaaaflaaatlapa©natlQaapatlanntlptlaaaaflaptldafltlatlflaaatla M momAAoatlogCCComm CCAComm QQRCooaCComm coo CComm gCQDDa �r0=9204QOpanaMCCOMMOddComROQgflCgddpCapRQ44GqCommom coo N=ECaoaaCoo aflaootldaadopdaaoatlaotlonndoaCptlnotltloflppoaflfl �0coCaCCQRRCCQdQCpoOCOQCOQOCCCoopAQRCCOAQACCgCQRCQCgC �7onno00atldngQDtlognCtlCpdoOatlQqqCDaqConq44a4daoqaCQo44 c-�aanaanpanganapp4pga4aaangaapanaanpnqaaonn4panqaa4na O['�1gQadapgoapagqqIlaqQqaaAaQDqadqaq4qaQaapap4Qaaaapoqao mnOnanaaapnpdadDpnQMQppanaapaQppdQp4pga4CmMCCC44p44n �maOnannaQCOnanannannaapaaIlIlIlaOananIlIlnnOnaannanaIlIlnnIl nn�2IlComm tlIltlgotltloptlooRIlIltloCCRIIoflaoQCCCA000tloaoCCaC4CC4 i76�aIIIIR000IIRIlOQCtlq©CQtlIIIIQRIIQCRIIQCaQQRIIRQ4Q4QRRIIR4nRQaQ �O�RtloIIIlCIItlaagaCCOIIaoAoaaAtltltlfl4ACptlQCtlogDDotlatlAIICRQCRR moaaCaooaaQgaCCooCCCoaQR4gCaCaapnIICQtlooap4n4pQpR4nC4 Q�JOOnpn04aanatlDtlCoatltlaDOCaoagpCCCddommmccaoogoo4Co444 8��EC=Emm OIlCAaoaCoflfltladtlflCClaCflfloCCCIlQaCtlpaaaaflfltloflonoCafl GLlnaaoaaAtlaIlIl4pflCaaCCflfl000CCflaoaflnCCnafloCfln4CpCoC4Cp4 npaaondddppopapgaaoQQgaoadapQpgaaaooqo44Qppponop4aC oflanatlaCapatldapaCDofltlaflapaatlfltlaafldaadaaoaCoaaoCaoaa lnaadadaQpDgQaappaDgQddRQgqaaaaqo4paaaaao4aaa00000C4 d� JpOCgOOpapatladQppapdaCopOgaoppapaQgqpQa4oCComoccmaC4 '�DdntlfldQfltlaQaoadafldtltldtladoapofltlClatloaatlfloaaaotlaantlaaaaa C•GiAoaCoaaaoCCCCQaaRIICCaCRCQaoaQCa4ggQAQaOaCCCQCCCCCQC D�JOaadOOaooOogoaCaOAdCCCpaaoQCQapaCo4ogC44omm moogCCC �ntlflpoaOadoC4apCfaaflaaaaaaDaaaaoaaaadaaoflaflafltlomom MCC �OOaooOtlooalom CCOCflooCDDOatlopoaCiCQCQpCa44CQgfla44p44a ��0DapannnnIlna00a4nnOnIlaanOOIln04naaIlpnnmom OpaaOanCommon maoIlCtltlaaoopQRooCCQIlaalcCQC4tloCIlCQCCfltload44op0RCCRp4 3L�OaodonddandQdpppnaapppaaaaQpaQgappgaaComm ag000444 B�oanaaannaancommon annonnanIlpnapnnnnaaanannoaaannapnaa 0=3CCOMMMOCCtldaadgRDQdtlQotl2QImm000paQOAOIlCComccomm4 a y CQL�7OOOtlandmm Coo 000QaoQCOOgoCmmoCggoCCqCqC4QpqoCCC4QoCG: • �Oon©nnnnnflnnnnnnnnannnaonnnnnn�nnnnnoannoaconnnnoann onnnnnannnnnnnoonnnnnnnnnnnannnoaoonnnnnaoa000naanna m00oc0accocccccccGnccOcoancccncccc0ncno0ancnccaacooa r�nnanon©nvoaonnnnnaannnnnaonnannnnnnoonnnnnnnnnnnnnn �m00000©v©oc0000000000noa000e©oo©000cc©do©000©000anoa m000noon0000nnnnnonnonnnonononnnnnonnn000nnnnnoon000 onnnnnnnnocnnnnnnnnnnnnnnn©oonnnonnvonnnnna©nnc©oonn - OOccocccccCoccn©occ0ncc00�ccc©ocnoOccCOc�Doocc2cmooco ; maaa000n000nnn0000noonnnanoannnn©noQ0000aonannoonoaa Goalmooannanonnnnnnnnannnnnnnnnnnnnoona©ncoo©noocnmom non B�ononcnnaonannnnnnnnnnnnnnnnnnnnnnnnnoonn©oonnnnnnnnn onnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnannnonnnnoonnnnnonno maocnaannnannnnnnannnnnnonnnnnnnnnnnnn000nnnnnoonoao � ooaoaa000000aoaaa000aa00000a00000000aaoaa000aaooaaaa (� ©nnanonno©onnaoonannoannoannnnnnonnnonnnnoononnnonno l - �m000ca0n0nacccn0nanccccnn Gcnnonnnnnnnnaoanononoon000 maaaaGGaaaCaaaaCaaaaCCaaaa�aaaaaOaaaaaaaaaDaaDaa©aaa li m6aaaaaaaaGaaooaaaaaaaaaao°cDDaDaa©a�aaaa°oa�Caaa°oaao°oa on©annnnannnnn0000nnnnnoannnonnn©v©n000nnnoann©nnnno �moon©oon0000©oe000000000000©©v©00000cnna©ooac0000000 m000noannn00000vnonnnnnoonnoonnnnnnnnnoaononnoaon000 - ���ocooccococococcoccoccoocccococccccooc000cocccoococc 0000nnonn0000nconn0000cconnooanoonon000n000nnonnanno mGGOGOGCGcccconnnonnonnoennnonoonnnocooaocoaona0000a • . •��mocnoo©nncnc00000000noonnnnn©oonnonnon©noo©onaonnaon �©onnnnn©000nnnncn000nnnnnnoonocoannnnnnaaoonon00000 �oaonoonnoannnnnnaoe00000nn©cnnooann000aannnnnoeoaao c�ccnnnnnnoonanoocooncannnnnnnnnnnannnnnnnonnnnnnonan 00000nnconaooc000nnnonno©nnn000n0000nn000n000nnoc000a maaanaonnaoaaaonnan0000aonn000000nonnooaonoaonaonaao 0000aaooa000000aoaaoa00000000a00000aoaooaoa000000000 �mn000ennnnnnnnnnnnnnnnnnnaannnnnonnnnnno©oonnnnnanno m000naon000nnannnonnnnnnanonnnonnnaaanoaonnnonaonaao 00oaoaaooaoaaooaooaaaocoaaooaaaoa0000aa0000aoaaaa00000 mnnonnnnnnnnonnnnnnanannnnaonaanonnnnnnonaannon0000a m000©0000000c000n0000000aoQ0000voonn©000a000ccoa0000 ��c�0000nnao©000nnonn000nncnnonoonoonnrrnnnnnon00000©nn© mnnnnonnnnnnnonnnnnnnnnnonnnonnnonnnnnnnnoonnnnnonno moaanaannnannnnnoannnnnnon©nnnnnnnonnnaoannnnnoanaaa B�oocnnnnnnGnn©occonnonnnoon©ocno©©nnnnnnn©nonononcvao mnnnnnnnnnnnnonnnnnnnnnnoonnnnooannnnnonnoannnnnonno mCaacaGcnnannccncanncccnacccoccncocccaoaoccc0caaca00 B�oonnonn000©oncnn000annan00000nnnnnnanoonn©ananaannaa mononnnnnnnoonnnonnoonnnnnnnnnnnannnnnnnoaonnnnoonno maaanaannnannnnonan©nnn©anon©©nnnonnn000aoonnnoonaoa.. B�®cannnnono©anocc0000nnnn©ooaonnonooaonnnoonnonon0000 moon©cGn000nnnnon000coonnoonnnoconnn0000noonnannonno moaanoonnnannnnnnonnnnnnannnnnnnnnnonnoaannnonoonoao B�©000nnnnn000nnon©nnnnnnnnnnnnnnnonnnnanannnnnnnnnnnn mnnnnnnnnnnnooannnonaon000nnnnnnoon©nnnnnoan00000nno mcaaoeaonnannnan000aonnne©0000nn©onnnn0000cn000anoao 0000000000aaoaa00000a000000a0000aoaoaoaaaooaaaaoaaaa, � o mo©nnnnnonnannnnnnnnnnnnnnnnnoononoonnnnnaannnnnonn .0macanaanooannnnnnannnnnnoaaannnononnnnaaannaaoaonoaa oaoaa00000aaaoaaaaaaa000000aaaaoa000aooaaoaaoaaoaoao. - �mnnn©nnoonnnnonononnnnnconnnnnnnannnonnnnoannnonanna m000caaoononoonnn00000nnaoac000000aon000aooannaonocc" 4- � • ,€�0000000000000077000700000070007000077070000077000000 H�m77777000070770770a77000oa707707c70o70777o77a070aa07 m707777707077777777a70777777077n7777770aa70777nn77nn ��o7700c0c00007c07777777000®0707777777777777770077707 m77o0o7777707777007c0007a7700077aa7o0070oaaa7777a777 - ma7700a0cc70ooc0070070707700770c07o707aa700000an7a0c 07777777070077777777077000077777©7777000070000007000 • - 8m0oo7o7000000707700000077007007coa000oc0077ao700a00a ; mo777070c0707c00oa77077700c700c07777777aoo0o707a7aa7 moo°7000°0°v°7oov0000v°cvovo°7°00°0v°cv°0vvvov°avooa0°coo 00acc ©77070000000000077C1070007700077700007000000777077700 Om0000ccccocooc000c000ccocormcc0000000c000a0200220000 m777707007707770070777000070000007o777aaa70000oa70oo � _ B�©07007707007000000707007700770000700070700070707007o r� m070077777770o7c7770770c070ac077777cc00c7aa70777a77a l - m0707700070©07000070707700000a070000077000007aan7a00 8�07777777a777777777707707777777777777777a777777777777 m7077777070777707070077c77777770a77777777aa777777777 � mo770n77707707777o0000c0am70707c00cv07op07v0caa�aaa 80070000077700000o07ooa770®7aooac0aaaa�vn7007aa�7777 m 77777a770aoa707777a077o07ac77007c7a77700a0000aa0oc7 m77777000000o0000a00700070077oaao70aa7oc000aaaccaaoo 0707000000000770707oo0ao00000a7700aaao007000aaa00a00 �m77777n7777aaa707c7a7777caaa7777c077a77777o77ca7c7ac mo77c007777000000007077777770can777aac7an77aaa7aa7aa �80000000000000000000000000®0070000000000000000000000 m7707a000oaao0o000aa7007cc070000oca707770ooccca0aoa0 m000oe077070000o77c0000070ooc070000aaaaa7007oaaaaoaa Do777707007000770077000700707777770777777707777070oo ���m oo°oo°oe°00000©000°c°ODoo°°07°oco°cc°o0°°000000v0000°a000v000°a°oeoo •• B�©07000000007000707oo000c070077000c700070007770007000 m 0707707000007707ao00c77a700000oaa0000777aaaaao7an7n m7007770oo7o0c00o7o000707077700000000aonn007oaaaaaaa ��©077070700007000777707000000007000700007070770070077 m00777770777o7777ao77707a7707o77aa0070777aaa7o0oo770 m077777707007707770a700770000777a0077aa0a0a07aaa7a00 �O�G7777777777777077777777777777777a777777777777777770 m 0070707707777700007077077700007a070007000000770a770 0�7n70o70000777077070C170077007077070700770007077777aa0 0077777077077700007®707000770707007000707707777070 �m707o07707a70777oa7070o700a7770o707a77777777aaa77a00 m0a7777007a7700077000707707007aa7077a0aa007070a70a70 0707770770777070000707707707707700777077707700700777 ��m7077a7007a0a7777aaa700oa7a007007700707777000aa70na0 �C70070000707007700700007007707770007annn77000a7a0a7 ��000777077700707070007®00000077000707000000000007077 m00o000700000000770070ooa000700ooaa077o07c70aa70oa7c m7a77777o777cc7707770®0acc7777cc000an7a7o07aaoo7oa7.. �80©7c70007700070007707707777777707707co77777c700000000. m0o70007070000007000007oaa070700a7000oo07aaoa000aa77' mo77c700o77777007oc777007700070oc70077aao77077acaaaa B�0777770000070777770707077700000077000000707000007707 m7000000707770000o000c00000007coa0707o000000777770on m7a7o777oce0c7o07700000770070000077070aaao7700oa0oa0 0�00000070000000000000000000000000000000000070�0009mom mo0070700000770007007077000C17777707000000a77 7777700. m777770707a00700770C10770�0077070077070070770000000G, �O077777777777777777777777®77777777777777777077777777. m70777000077000077700007®0700007077077707a70077770a' m77a77777077777777707777®0007070000a0aa000077700777 . : � 80�090��BBO�B0�B00�B90�000�80��8809@0008800880 ®68889 330P 3500' 3.00• -3.51--� r--.06r .OBr ow ,.,61' (� lASr IA�r 1.483• ,A63' �— L o L v-4 o o o I I s,P oTP U"SASH ND SASH -F OYLT,ANNEL F77AME Ms. OFLANGE�FRAME T7- HI F� , EQUAL LEO FRAME �-•7� I 7376' HEAD/yµig r OHEADL)AMB OREINFORCEMENi �5 REINFORCEMENT mor AIP--►{� 1.78r 3.183• 3AST --y� - iII IIII T T--r ,D7P Z444 OIMP1 J 0 fl�,, 2A4f f- ., ,3,6• �- _ I 1 2.N1• O STANDARD O HD MEETING RAIL MEETING RAIL PT NO MEETING I m I I REINFORCfMEM .626' EQUALLEG O1CMNdEL T� OB FFRAM SILL 137 OFIN SILL�E OFRAME SILL FRAME SILL I1 L L 1=15. - +Q2.,OP 2.,76' L47r ,J 66 ,33P. 1231- I� x,006 ,f RAIL .03S• '--�L}�5- �t.S. DSP .05P —f 11 VER FBEVELED BEVUED MEE7INORAIL ,6 SASH RAIL 77 COXED ,6 ,COV 10 INTERLOCK O(INTERLOCK LIFTRAJL COVER 21 INTERLOCK O IINNTERLOCKCOVER wYf..\ 41mq3v�0,91 IATia3 wish M. Ush RMywid By. OOM IMltem NOM Sts' NY LYNN�'' MLwI 9sero4w73Mrtul --{.669• ` S„<< , � S-{(\yy'���L/�}J��� R .176' L,CEN :(I''V�% `J RiM N0.50705wBx Do4 R.Mtlwv 7 ;•' -•ir" .-75T-9' �.T$0' _ - .OJT-+{�} •P1Y-w•l�._. ® P.-Ow. OMsn BY• O LAMI IG OE,crNwED ROLLED 'v WINDOW EXTRUSIONS J ROSOWSKI BEADING 9, SCREEN FRAME SCREEN FRAME �� �{�� 4/+ •. S A r' F !y 1070 1EC11NO1DO/DRNE 74Ne Oolr. N.VENICE,FL 34273 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 %.;SSU�AL ENG: (047)-480-1— /8344 CERT.OF AM.I... SH.5500 NTS 11 OF 13 MD-SH5500-01 TABLE 12: TABLE 12,CONre 8111 of Material lull of Material,cont N Part0 Description Matedal N Penh Oncdplion Material Frame o ac an em stool 2 Ingle Hung Frame Head 6 Jambe-Flange PVC 48 72016888 Sweep Lock Gat 2mc 3 3 e Hung Frmne Heatl 6 Jamba-FM PVC 47 72010658 Auto lock Cer AeseMxy Coal Zine 4 8201 Ina Freme Heed S Jamba-E BOX PVC 4B 78X1180PTX 08 x 1'PtL FH SDS(Auto and Swwep Lock Screw) SS 5 620105 SHIDH Frame$13-JChemd PVC 48 7202nD Auto end Sweep Lock KAepr Gal Zine 6 620108 SPIFlame 9111-Flange PVC 50 77004PPA 08 x 314"PH.PH 50.4 r Scmv SS 7 82M07 SHIM Frame SW-Fin PVC 61 420151 UR Ba alad Tit latch Corr Key PVC B 820108 SH/DH Rama SIO-Equal Leg/Box PVC 62 420182 UR Pug Ra17lil Latch Comer Key PVC 14 020131 Fined Meeting Rail PVC 63 7634PM NS c 314'Ph.FH SDS(Comer Key Screw) SS % 1 n (Sides,Top B Balton) PVC 54 420189 7@ Latch PVC 17 1 Balance Cott PVC 55 420184 Tit Latch Retainer PVC 18 OM133 Seen StoplScrew Cover PVC 68 720207 1'Tit Latch Spring 68 18 620168 Pull Rall Interlock 6005 T6 At 67 420158 Pl..ic Tilt Latch Finger Poet PVC 20 620144 Pull Rag Interlock Cover PVC 65 720162 Metal Tilt Latch Finger Pull Gr Zinc 21 620157 Bowled Interlock 6505 T5 AJ 69 420160 Phot Br Comer Key PVC 22 620145 Severed Interlock Coney. PVC 80 720208 Phot Bar SS 23 620150 Ught Sash Reinforcement 6063 Te At 63 720181 Snh Pug Handle Gr 21nc 26 620152 HO Scah Relnbnaernent 6063 84 720194 Sash Pug Handle With larch Au"bly Gr Zinn 25 620153 Standard Meeting Rail Reinforcement 600.5 T5 AI 66 7634FPT NO x 314"Ph.PH 808(Pull Handle Screw j SS 27 620169 NO MeetingRail Reinforcement 600576 At 86 420188 Batlom Latch Sli Plate coal Znc 30 61641 Wealhemtrlp,.187'x.270'Fin Pile 87 778586 N8 x 6/01 Ph.FH EMS Strike Plra Screw SS 31 6Q3W Wealhembip,.107 x.300'Foam Bulb Flex PVC 72 720135 Laml I.G.Bad PVC 32 81718 WeaOx:uetrlp,.187'x.227 POIyPIIe 74 BactMMinO,OE 7700 r Dow 781 Slkme 33 61825 Wootheallulp Plug..227 Fadeal 76 71646N Sedbup Bleck(717 x l"x 1181 S5 i/-6 dum EPDM 35 78X1MTrr NS x 1'PIL PH SDS(Interlock MamOug Screw) 76 Duanex SuparSprar n)T with Hot Mail Butyl Composite 36 7aXMHPX 98 x T Ph,PH SMS(Maelhug Rall Sway) 4106S 77 Cuanx Dureanl Spacer Composite 37 716WSP Medng Rall Screw Support Plate 6003 TB At 78 Cardinal XL Edge Space Cam site 38 720210 IWeep,Hole Cover PVC 8o 81012 Extruded Screen Frame Alum 40 720)Oc001 ICorolant Face Balance 81 81011 Ra l•Formed Screen Frame Alum 41NB x 3/4'PtL FH SMS(Can.Face Balance Saew) 38 02 7CKD1021 Strewn Caner Key for ExW ded Frame X4 PJC 42 Spial Balance 53 17042 6crean Camr Key with Pull Rhg X 2 PVC 43 720205 Spaal Balance Shoe Nylon 04 47041 Seven Comer Key withal Puit f8n9 X2 PJC 44 7BX114FPAX 198 X 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 86 7CA5PM ITenslon Spdng SS 58 6161" Bcrean Cloth Fbwglase 87 618351016141.140r Screen Spline MechineMond Rated vinyl - ♦plRoved a1 rmpl)4,Lwla ro. mere.0 Ie .ee nnunnull u.m 0 �`•,L�,oN........47/!'. RarY4d over. DsY, R.Aiorc muckMd 9 110ENa�:••.7tr�� )2' '•., ad,.d e,: alk MH.bef L7N�%�� No LB705 =pro'•. s4 g) /'�: BILL OF MATERIAL(BOM) J ROSOWSKI 1070 Tl CHNOL00Y DRIVE ad. u)Ya NOTES ,S SyU �1G:` N'��'FL 34775 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-450-nano 1)P1rB BY ROYAL WINDOW At10 DOOR PROfiLES.LTO.T08E LABELED FORA4MAFJ0RUDER CODE "I'll ill' SMr/Yodel: siu'k 4aMp Na Ree- A.LYMN MILFA,PE 2)BEMsa0.13,15.24,23,29.34.39.61,62.W71.73e7g ARE NOTUSEOAkDARE NOT PART OFTHISAPPROVAL P,Eaat cFRT.OF ADIH./292ae S 5500 NTS 120E 13 MD-SH5500-01 OPT.SWEEP LOCK p 48 M OPT.AUTO LOCK 20 67 OR 58 I I 49 O p 61 OR 31 I� o I 48 p OPT.PULL HMI OgLb xx CI ez ORO 1B OVER ' I COVER ! 97 _ BB BEVELED MITERED FRAME WITH 21 INTERLOCK BIT ERIORAUDEXTERIOR t& &COVER FRAME WELDS 49 p 18 \` 5/ 7Z 4 16 33 ' s BO OR 81 44 SCREEN , Pr%'v oPT.PuuxANOIE ASSEMBLY S4 WITH LATCH DETAILS 41 40 CON9TANTFORGE 1 '`� O i0 O 83 i � BAIANOE OR \ On.PULL .. 40 43 .42 q SPNALEAW7CE HANDLE 83 'A9TETIEO FRAME WTIN ' SASH INTERIOR AND tXIER10R 3T ASSEMBLY FRAME WELDS DETAILS EXTERIOR' 38 i - rn'NneaePlii4rhYPo. 6 --•- .....'---.._. ____+�. D.I. c S 111111! `-'- --- -----•-' NOA4 AS FRAME DETAILSit wNw DOIe RMebo: No. 58705 —IN FxrELBOn =�':�7 IS EXPLODED ODEDASSEMBLY JROSOWSKI NOTES:: ` %O aTA _ Ll' T� •�;°<ORIDP.•'�a�� 1 NOVEIBCF,L34273 DRIVE T,D- ma: 1)SOME P�CKANNELA�SIOPTTIONSFRAME oOTSHOWNPARTSONDRAWINO FOR FR CLARITE'sAPPLv. ss/qgC�G �94NCE.FL SINGLE HUNG WINDOW INSTALLATION-LM 05115115 00 3)FORREINFORCEMENT TYPES,SEE DETAILS ON SHEETS 867. `•K°M' 4)USE EITHER SASH TOPLOCK40RSASHBDTTOMLOCKS, ALY� ILt P.E. CERT. �! 129298 SH-5500 NTS 130F 13 MDSH5500-01 i M IAMDADE MIAMI-DADS COUNTY Rewlin 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.miRmidade.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: Drawing No. 6300.JR, 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 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 tan 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.16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 L�f 11 !b Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 un der NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51h Edition (2014), prepared by manufacturer, 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 ContoIt-10218.03 aminer NOA No. 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-511 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 Contrl E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTE& r@� NONIMPACT OR LARGE AND SMALL 1)DEr%SHOWN ARE FOR THE MILLION ONLY.ANCHORS SHOWN ARE NADDITION TO ANY ANCHORS REQUIRED FORTHE 9 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICJLLAPPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2%WOOD BUCKS F USED, GENERANOTES­__I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ANDARETO BEDESIGNED BY OTHERS. 'NSTRUOnON6._._.__�_�.t ELEVATIONS_— MUST � FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS 13 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MVLLT01%woOD___ 2 oY MULLION 1-- OB'OnIF�vFxtIW.MLL--1 ARW6aroeE MULLIOI%SMASOWtr__33 MULLIONS I / _00� I O+SdVem INSUE HAVE BEEN TESTED AS'FREEFLOATNGAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL NSTALLATION NOTES__._2 ItECTANGIAAR NOT HAVE AGAP OF MORETHAN iM FROM THE WP. MULTOSTSEL Tr.-____0 N t2ViFE MILLTOSTEEL6I1�..-__.__5 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO R®19TTHEWINDLOADS CORRESPONDING TO THE REWEIW MNLLTO6 -S b m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFL�T NO MORE THAN U180.THEM STRESS INCREASE WAS NOT USED ANCRNATATOe�__�—.S I / IN THISANCIIOR EVALUATION.THE t.B LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF WOOD SCREWS. ALIERNATATE �I 1I,I BAYMULL N6TALATION_.__< b, 111 r ��\ I PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHER9AND 13 BEYOND THE SCOPE OF THESE 1 X2X.125MULSPEq-__S m %N� IlHll ill` \\, INSTRUCTIONS. 'Xw5 7I7SLLECS--B K m 1%LTB X.2]6 MILL SPmB.__7 1%2.16%.61WLL8PEq_.�_8 � 2 O SEE— / Ti /Itl /tI 5)USE THE(OMBINED WIDTH OR HEIGHT OF ONLY ADJACENT FENESTRATION PRODUCTS TO DE1IItMNEPRESSURESAND 1 X 3.12SXM0 LULL SPECS--9 m O $ F AIRING I IIt _ 16EEtIEr AHCHORAOE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1%aX.t2s Mut18PH78_ t0 F So &GET62a 1\ �I-- I"'-" /ATwaIG: ONLY TWO ADJACENT UMTS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THELOWEST DESIGN IXN%.678T NI.&LLSPECS.._H Q t%N%96 TMWiLL 8P8._11 1- III 9ffFT8� PRESSURE OF MULTIPLE MUWONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.29N SIM X.2G5 X3Rl.ePECe_t2 � O CPSI- 135X325X.180MULLSPEG6._.t11 nUGI _1N Z w� ffi T B)WHEN FNONG YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND IP TO THE NEXT SOxE SHOWN ON THE TAB E(S)_ 1 %LX ffir MALSPEGS MAIL FOR t16X % 3.91%ffi4 ye16PEq_..15 � ELI IEN61N .M& 7)ANCHOR EMBEDMENT TO BASE MATFRIALSHALL BE BEYONDWALL DRESSING ORSTUCCO.WOOD BUCKS BY OTHERS,MIDST 2X4X.25MLLLSPECB__ t8 Z Z SSE—E. BE ANCHORED PROPERLYTO TRANSFER LOADS TO THESTRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT I"XLII Mans SPE-18 N a HfET3 ASAPPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALLBE PROTECTED AS RECURED TO PREVENT WX3.6BAY MAL SPECS--18 IBUN REACTIONS. 3CXS.268AYMRL 6PE"_m N UON6tLLYYU1aPEC6___m O NLLDON BOLPOMFNSgNB__21.23 {- Z y �Q O 8)REFERENCE.TEST REPORTS:FTL8N{$11C0 ULTRACOWAGGREIUITOR NOD'S EXAI.EIE8162------2N N JWaQ+$ PROGlC191MY LOADWO EINMPIES_-M m BEOFAHrTrre. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REOUetEMETIT3 OF THE FLOR:DASULIDING y N wo Be COD£.AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONB MULLIONS ARE ONLY 70 BE USED WITH F Z /III 'FACTi PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRE NTAPPROVAS. Q L7 Z O O 10)MULLIONS ARE IN COMPLIANCE FOR USE N THE HN2 S 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING d! �Iw�ONrAi PEM24 WIDTHMEIGHTOFEAGH INDIVIDUAL MULLION COMPLIESWITH THE REQUIREMENTS OFTHIS NOA NAIL U31G111 NO(iRDHTAL ,..� INSTRUCTIONS IFRGIN , ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSrM FORT HE OPENING USING THE ASCE-7 STANDARD. F--OPBBNGYAOIH� (—NRS.MIAL LEfgIR—) 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROWCTS FRAME,DEPIH. . T"i IIINN�GTItr 1 � �. 3)REFER TO SHEET 29 TO DETERMINE FTHE WIND LOADING I9'RECTANGULAR'OR'TAUWOUTARRRAPt20DAl'. ... I d I 4)FIND THE CHOSEN MULLIONS MUWON CAPACITY RBSFM FROM TABLES IA THROUGH IBA,ON SHEETS S THROUGH 2O RESPECTWELY,USING e���jbfRp{& THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGM(DEPENDING IF THE MULION IS SPANNING VERnCALLYORHORIIDNTALLY}THE p�l�y� avELOA1 Mwi FOR VOv. MULLION CAPACITY ILEWM OBTAINED SHALL MEET OR DCCEEDTHE DESIGN PR'_SSURE REQUIREMENT B&9IF7'I FOR THE OPENING OBTANEDN A<aP—W d�'a• eI NB d lIR1GfM d d ' LL d d d LENGTH STEP 1). D. •�N MIDI _ I 8)FROM TFiE SAME TABLE USED INSTEP I)A%-FNDTFE VALUE INTHENEXTCOWMN ANCHORCAPACITYR[-0UN®R&41.THIS VALUE Bim. j��I - J. REPRESENTS THE WNDLOAD TFANSFEFWED TO TL£StB9TRATE BYTHE ANCHORS ANO MUST.EMET 70 ATTAIN THE FULL hM110N CAPACITY. SINGLE MULLION SINGLE MULLION '^FOR Neau - 6)NMM TFEANCHOR CAPACITY ILB91 TPBlE ON THE SAME SHEETAND USING YOUR ACTLULSUBSTRATE CONDITION(MULTIPLE `1\LNy LYNN fA/�% ,-4 aPEn%o mOtN ANCHOR/3U89TPATHANCHORCIP PATTERN MAYAPPLY)SELECT AN ANCHOR CUPPATTERN AND VERIFYTHATTHE REQUIRED ANCHOR FORveRN/t Dau CAPACITY IS MET. L\CENSF'•.•R�: :`�': '•.it MULTIPLE MILLIONS 7)IF THE MULLIONCAPACOY LL891F1906TAINEDINTHETABLEISHIGHER THAN THE DESIGN PRESSURE REOUIREMENTNLSSIFPI FOR7HE =7'.' NO.50705 FROMFIWRE t ABOVE OPENING,YOU MAY USE THE•ANCHOR CAPACfry ADA1STMPNT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ _ VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -_O•� J /. LC STANDARDS USED: B)VH6FY THE DESIGN PRESSURE RATING"WT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 6 .'4f` X2011 ROTUDA BUIIDWO CODE BTH EDITION F 1F�1, CAPACITY LIDSIFT'IOBTAYNEDFORTFEMUWONSYSTEMTHELOWEROFTHETYOSNALLAHRYFORTHEEMIREMULIIDFfIN6STRARON FPNSZIA NOS•7D72 FORW000 CONST RUCTION PRODUCT ASSEA1aLY. •ALUMINUM DESIGN MANN.,AGFA-2010 B)HIGHLIGHT OPTION USED ANDTABL.E VALUES USED INA SPECIFIC APPLICATION WHEN USNG7HIS NOA TO APPLYFORA PERMIT. �A/� :ALUMINUM 'PNIV FL P.. 36705 DETAIL A: DETAIL B: MULLION T02X WOOD BUCK MULLION ATTACHED T0IXa�u grBw a' M ol 4 ORWOOD FRAMING WOOD BUCK AND MASONRY ATTACIWEHi 6EEb@7AAml.laa (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) vNO a. w aRFEi t. y a m F ulAL1oN 1 P III-�L L I I I tkE 81&E'la ` I � IBRr.11LQ-'��r,- •' :• FDfiE � t1 FORROIE1 1 OONCRETEOR Cl41' I .•" �IWfAw-E• ERH9if I I LOIATlgl9 .I-1 1.1aa.TAelEs 7 = SiA1ONi0 I - ' I EOGEOISTANCC 161aa Q'll U1 OFfbETWLL . m m I A.CHO 1M/ 0W ¢ a 0 QR NAYBE I II FBitWWB / 1 A1>nWRa m O ~ IIVSTNLm1n ° ea+Ews 'L I I I SIDE VIEW 7F 2 to m 1116 3fi0'1N11F011 °' J a ALL WLLIOl6 ° • ° 8�M M➢6 j O 7 OFFSETMILL z �� � a ,A• CWWYBE S� a'• EXTERIOR WT�ry �.1 E Z FOR m O AWI0 r L�3V �.a TRE OFF6ET gID6 �. REGMIAIBIOED FBA 8 EXTERIOR wNaraS.euiwr f- Y uboBEus®1aR FF- oTREnnIALlbiYro. U Z ¢ O O a- y3 F.o M.NIDIOR �� L b� �PTFIYA.INCXpi PFRSIID6TMR CC d CCS � TYP.ANLTIOi �aV89iMR• r SEL T,101Ea 1&f® P616BB6TMlE, SFETAHF9161EB ✓g TABlE91bt® �E04F�1E1110 BUCK8IR® SEE TABIF] �- .,—+`. A1TApWENf - VIS ELBm BVClS1PIi' +B-teB E T "•,•'�'• - EY O1XFRb, AIO �Q�T• SE6NOlE 1, ATTACJIPEM I 61✓FEr 1. t111EET/. .. LR1 tr K91CONIta':iEORCMIr: •... SIDE VIEW _ FRONTVIEW wtoDUCTR5ibwmfet FRONTVIEWLU�oNiet N A"`P ma o I'll INSTALLATION NOTES: Br Mlnmi 1)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. I I I 2)QIWRDY OFANCHORS AND b1lALON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �`\oY1V LYNN. ONLY.BECAl19E THEANCHOfl CAPACITY IS BASED PARRY ON THE ANCHOR TOANCHOR DISTANCE,THE ��;C�,;'`1CF.NSq'•_ �'� CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLESON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BEUSED. N - o.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. ' 0' 4)WOOD BUCXS ARE OPTIONAL,SEE DETAL G WEET3 'yl'••. s,y o i 5)FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFOADE COUNTYAPPROVED ELCOLLTRACONORELC01r45.B.AGGREGATORMASONRYANCHORa A.LiMNILML.LeR`b.E. FL PS-9 58705 C: DETAIL I— DETAIL MULLION TO MULLION gR MULLION 01 NOTE TO INTERSECTION DIRECTLY ATTACHED MASONRY STRUCTURE (U-CUP) 1)MAY BE INSTALLED lN'TEE*ORT—ROSS' (STANDARD CUP SHOWN) INTERSECTION& 2)MAY BE INSTALLED HQRIZDNTALLY ISHDYIN)URVERMCIII.I.Y. —pemsuwwATE it SaTABUESIB.138 3)SEEU-CLIPDRAWINGSS=2I-Z3 0 'a M SIX MST� TOP V1 -MUUJON FOR CORRESPONDING MULI z L VAR�" 6ELF4*M-UNGORPREPRlL LVl uuvwAo=.w EXTERIORum" In 4 Z 2:1 EXTERIOR L I TVP.AW "PsLMSTRUX. 4 C 4H $-ZETAKIS M-W z /J// TW./NtltOR SFE 6*EETD]IdTiLVR 0 PER—amrr HOLELDCA=4 FRONT VIEW ATTA�MGR w� avonum DW� SHEort �T---H EDGE < U) OWAHM $rE Tmal SIDE VIEW MNZ?KMcoqcREm Doc IS.= FRONT VIEW SIDE VIEW DETAIL D'. MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES: STRMTM I)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSNG OR STUCCO. A MANCMA 2)QUANTITY OF ANCHM AND MULLION 312E SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION = 9EE TABLED IaroB ,. ONLY,DECAUSETHE ANCHOR CAPACITY 19 BASED PXRTLYONI THE ANCHOR TO ANCHOR DISTANCE THE PRODUCrRovmw OCNUIECT QUANTITYAND LOCATION OF ANCHORS MUSTBE FOLLOWED.REFER TO THE TABLES ON THE =plyft.11h ft Fbm. FOLLOWING SHEEM FOR DETAILS A-D,EITHER THE STANDARDOR INTERIOR CLEP MAYBE USED, a o"C"a 3)ANCHOR HEAD TYPEMAY BE PANHEAD.HEXHEAD ORRATHEAD, 4)WOOD BUCKS ARE OPTIONAL SEECETAIL C,SHEET 3. BY D.I. 6)FOR MASONRYAPPLICKTIONS IN MLAMWADE COUNTY.USEONLYMrAMWADEOoUNTYAPPROvEo d00 ULTRACON OR ELCO IM'9.8,AGGREGATOR MASONRY ANCHORS. ME LSTUDSI`WN THW R. FRONTVIEW MDA�C014kMNIVAUNTIB 0=nna�D EXTERIOR SIDE VIEW 587 NOTES: tr 1)FOR 2X WOOD43ACKED STEELSTUDS.WOOD 16 ANCHOR VALUES MAY BE USED. S E v 2)SEE CORRESPONDING MULLION TABLES. ......... P.E. SHEETS 5-20,FOR QUANTITYOF SCREWS. I FL P.El 68M DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP _ ANGLE MULLION CUP DAY MULLION INSTALLATION pE�� (F-CUP) (ANGLE CUP) (ANGLE CLIP) @ 4 8MMAIIBA4L 1'1>1 1- SIEE182AW SFd1MALIATLON }TCREr Tosxssl.mWTM BATIAIAL d NLLDd1 y D m O O 0 zD■� O O OO D p 0 0 O J U) O O TOP VIEW yj SIDE VIEW , 0 HIDNNwDN rxA•x.Ize• I TOP VIEW EXTERIOR PMEReIle4IMrQ j a TA%MMCR fEB Z �� STANCAADIa QHCUP TiP.ANCtxH i t +WS. NOUiF1Ep TORT RHD 1 S ETAwmis aEL Su"TRAIL <61 EXTERIOR J .Z' RM�ixxS i 11 I �j Q x V —2PE TxE CNP. F = 2tER WILUDN ED,tAST ea OL eiSTAttFDiM..HE4E8AYMtL1 F,• � .� y J { J rxrx-- F z eNEM I PeRS CNCR d PERaUa911NTE. aff rAaLFa Isae wowo= wrowTxn,aTEIT, erAw,wm To OR EXTERIOR BTEH,MUNORIM"y EISWR ulnLouoatAAmNIT NaaFwmttEln, sxrmcnDal »� t:./ E ,jKA'Oa '•T$'�~- "7��. rRCOUCT RUMED cwopA8Ti33, A+iml.Na 1G-a2T8.p I& - AlL4ACW 0116Ndi0alY EDGE O axpERim DMtl vZ) OWAHM DY no DISTANCE ANQICR M' b"A MAMHOR2 D (TOTES FOR INSTALLATION OPTION 0&R. �TLL LYNN A/TI,AT�� ,,nnN�..........<! NOTES FQR INSTALLATION OPTIONS F• i}USE2ANCLE CLIPSPER MIALQN@ID.Q�S MUSTDE7KSERIEDINSIDEOFMULUON, `�`C;•'4LCENSE •;EP��� RS i i}OETAD.IS NOT APPLICABLE FORTHEBAYOR 128•X2.1PX.T25'MULLION, 2}OETARO:SEE TABLES IB•1�BfORANCFgR QUANTITIES AND SNEETS21.?3FORIIOLE ;t-' 56705 LOCATIONS. 2)SEE TABLES ID-13B FOR ANCHOR QUANTITIES AND SHEETS 21,23 FOR HOLE LOCATIONS - = 3)DETAIL K SEE TABLES 15808108FOR ANCHOR QUANRRESAND SHEET 22 FOR HOLE 7. =.0•'•(�t/ g' b' re 3)THE 2X9 CLIP IS NOT SUITABLE FOR TH13 APPLICATION, LOCATIONS. 1E lug FE.M E8705 TABLE TA Mutaon C a TobN p OPM)lSgWWA1(�'terll�MaP�t01mtN10}wOP�nt HdGAt(NtMAsarta 1G1n�a�Y �'�d soh m 'aY Nst ICON leen ta01n taln Imb llatOEV llap1Em I—F a TeI.** KI—" m1Yra.� Rui t 1)ynNap ftMtrpAN Pu-&Q l tm v L-ft NgaNl/ mDlTeri. Tatmpuw Top7TM0.. ; 1 a1J.12S 1at2112 taap taata taaq 1arV bnsv lawn taaan tnbw tne7a itwan2 ta1®p ta.arp tAOmPp taaro t+wma talag tuaaa � Num Tubo sin Du tel l2a5 lar M.2 1D0 ttU m 711 10e LMA a21 o2J 1p0 teat an nl tea lou afl 602 to la.e 710 to tae leu M/ aa/ 10a INA ]n M /a Ia.O WE = w tan Tu ata Wl = W S12 nA 2M OU an 67.0 20 Ml aE oa2 m til alt MA 3M a7A M2 CA 2"1 2t2 32 M.0 2M 2fe an CA 2" 23t aix 41A OWSh ME M TO 231 CA alot.a m t6l Iaf la7 2a ]aa IM ail 722 1e.0 al ml 22J CA 301 4" ala MA AM 41,3 210 22A a1 Y] 210 MO al tea 210 � m 01 ui � s�0 01 =1 2Ai eTA 227 Ml 2n t2J 2a all U7 44-6 IW XJ M MJ tae 20.2 aF a0A IM 2" m min ail 2R at IW Is* X1 tit} iM air a% SA m � 'o g wit EEA aW 1 413 fa 3" 202 N.1 to 127A 200 at.e 10 M M 202 160 211 M 21.1 1% 102 20 Us IF tae 2W aA "I 3 3ia1a1 all nl 30J 100 22A fat 7u 10? 2aT 101 2f0 142 =1 Ut NA IM M4101 22a 144W iet 21.7 W J= f aan 2u IS!130A IM xtp faa 2a1 ti 20.8 1W 2& 1 to I fat I le3tA IH Z an 222 121 2aa W 1a0 Asa tU 1013S 1 im 1 UA HE W Ten fu la lar is tar W w Iar u0.i Ten frA 11e 1Da to FF- � L � TABL£1$ Ml:aOTDa TJbN ANCHOR CAPAdTYAOJUSTatENTFOR26ULni atAtl zn Lunea,u oan u is edp! PT wwY IDP.,)%(ANCtgR CRP...s.\aANCHORCAP— y .M- Ute'Em flow.Yir EPos Iw•EBE.!nape OnaW M2aiwi MLLLION GAP..•.;,•,/ AaaaTI Y1C Brataacm WBalaars am 6pUoem tA'EFotl2.am X p MeharClp PM}ann 112taw ApDae.r t11n2cotl A(Ott/Ya 5—ml etaw(c>) mw10A USE TASFORMU%LTODSTAWTHE MCHOR TApr 11Nt1mtln r svr r 2-t tm t• ztm r xlrr 7 aur r 0.r bar 0124. CAPACITY REQUIRED,CDRRESSPONDING TO AN EmbMnN taw• tart law• txr 7 tvr 1•Ur vw I.vr I 1.w• I INr r Ia leer 1rp ACTUAL PRESSURE PEDUIREMENTFORTHE 2 tJY MY4DA l9 aawa0Fbt7 Mop atop Ma 2.9-1m. u Cepa allu 10b artb . Wa1 a1. ME w" OPENMIG,WHEN IT IS LAWERIIHANTHEMU.LWN AnP21a. tar o.alBtalew/alr map. twp roe. WA wn WA xa 2a. wA WA W WA WA Win Mfim Mtn CAPACRY(FROM THE TABLE)OF THESELECTED iAn2MoQ 7hWt O.a! L0Ari8r a- tap, S00p TINY Lapp iaap 1020. mb. mons NA 7Wb IM. l0plw Sept. m u BMp ilea MLLUOKITWSLYIELDAKMMUMANCHOR � xN[Im 1a 0.Jr Mn Qaletlb.W2.ta'Aage.Pb.t1 WA WA WA WA wA WA NM —WA WA WA WA WA Nu WA i1e. CAPACITYWHICH MAY BEU1m TOOLMLIFY fAnmrtwxpwaa l2ob len 2Lfp Map pap tarp 1Mp fR. amm nru2 au. Ira. IWp mp Mft ADDITIONAL ANCHOR OPTIONS FROM THE 2A,gra� i.I7 W1.afJP1ig6w. at0b ]Wb Not WA wA WA 120. WA NN WA WA WA atip M2b =ft ANCHOR CJAACALYTASI F. NOTE:FOR THE OFFSETCUP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD OJP. - FIGURE I: FIGURE TABLE NOTES � •. + * 1)SEE SHEET IFOR INSTRUCTIONS ON USING THE TABLES AND SilEET 25 FOR INFORMATION ON LOADING, nn cmo R MED ftcmtft }� SEE SHMS24 FOR GENERA.INSTALLATION METHODS ` -*•�1.1X70'�-• BdISmO Al Ancptma+110 FTGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS ISALLOWABLE e ) 87 3)LES TO BE D MULLION CUPS LD FOLLOWING IM SOILS.FOR O45OTIONS SHO I N SEE SHEETS 1.23. Aaaai HOLES TO BE DRILLED S THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21 2,000• FiGt/R68HOW SUGGEST@.MPROXINATE tpLELOCAT10N3. ANGLE CUP MUST BE USED W PARS. Q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 901 SPEPFlCATIONS.HOLLOW MLD OROUf•FlI IID •tom f1011RE 4: FLOURED FlOURE6 CONCArETEBLOCit UNIT(CA1U}6HALLCONFOAM TO ASTM PBRWOODSHAlSEFRE,+$URE•T1?EATED YELLOW SOUTHERN PINE WfTHAN SG OF 0.68.ALUANNt1M SNALLBE Sa83•TS ANO BEAMWMUM gF,12S I '•.3T THICK STEEL STUDS TO SEA MINIMUM GRADE 39 MD.MEP THICK(18 GAUGE1 STRt1CTUHALSTEFLTO BE AT ® It iy - rxrxa2a'MDUIDN -;;; No.5tt7G5 Il II • UEST,12b`THICKANDA38.ALLANCHORS INTO METAL SMALL EXTENDAT LEW3 SCREW THFrBVS BEYOND • • • THE MATERIAL p106912 ANCHORS INTO WOOD MAY BE STEEL 1Bb S.S.ORAi03.S. /'A• I�'.. iGT'•,.FLOHSaP�,�U'�. FL P.E.9P 88785 TABLE 2A Halloo Cx T.bN .811 �,��� Op"im-0 WtxIh0o` rOwAac)sr N12,6NewA(IahatTmA6M+ m-ft.) @ d Wb W6 mI. W6 Ooh iWh ImII 1106 Imb au.pn. Tnpn7ms RWwy/u ppl Rcr>rp�69 rn5IT6•a R..,I�ai• TWI-M R 1Wllr T,Mf+ura RWVIW6t IfIpIfO.�Y ReNaiWr it7TMW ftwv� rnPIMeC XQ'�YY txYxa78 jimro s�grP L@u'.a�p�( 1na+po L.aap t4.Aip Leersk� L mo tmmm p P� L-ft ytNdw wYp to.mlr U-v L'N" Lo.agv I woa 1 11 fill, 11111 fill, 11 1 11 1 11 lilt, 1,111 1 a Nwl6p 3 idEAd # keds fd $ 3d 1a fygb 8 z N ah 1m0 em 11mal 1017 m 1m0 419 12A1 I w Imo We 1116 Bel Im5 ere Imo Oen -01 oil 00.. m !fine ea m7 m fA6a 517 BIN m 1m0 eft Bs7 m mo 61] OJ Nb M. Bor Jose 410 W.41 WT NA2 410 m7 707 roll 4W no w Imo No 6TA w ffi4 SOT 02.9 607 KO 3B3 ffil '0' 90.0 010 41A 6p! we196 30.0 607 00.0 AB J W0 h 1017 m ms 010 K4 1 450 010 A" T41 M m6 381, K9 49f N9 3W n,6 4W 6U o5T 61.. w m0 3W 411 4W m0 w no N6 9A0 1W 324 4% 9Ao we C• N ¢Ih 414 466 m3 WB ri? iW 600 31D 6t6 106 727 m 31/, 100 07.3 319 474 W 64D 4 319 A27 400 103SH 166 4W .t.. 113 10.6 NO to on jar {OU m113 118 Q 0 m" 0.3 SV W.B 2m 61.0 xN 6JA S10 N.e 3r1 612 SI 310 7% 470 7W STB 3N no 19 W.I.77A 110 2S no.31i IJ.6 2U II2 f01 1117 m mB VA 'A7 131 .arJl yxNj .N/ W. 61. 2N WA No 441 294 4S2 4N 344 294 416 Kt IIe NN 3A. 2n M 2N TTA 2%1XV1 x01 152 212 =A 29i 315 2W 181 2N 374 no Ise 204 33A = ..1 1 W b Satl0 m N.6 2W no 268 424 2x5 334 2M W.6 91 xA2 261 K1 210 = m 119 210 254 2W 20.9 2a t0. m 2ma 210 mi 436 27.7 2m 144 260 9.7 7W ? Job o 276 no 196 SAO x15 322 IN 217 2m MI 1P4 215 TE 25.6 INS 200 225 x16 1W 7.0 125 22tW 1 1&0 220 203 to as Zas ka ITS 1t3 no 124 1m IN. 760 m 320 171 mb n] In 210 2W 2&0 tm 112 = 2t6 101 17.0 1W 1l/ 186 Ise 2W m w 11a No w 1W las 2m fi9 156 9.8 202 560 rA .j.,..II N I 101 �, 76h lin fat 2A6 1W 216 f02 Al 1W m2 to 21f1 071 IITTm !A7 150 ar w ISS 1n 142 iW tab !W 1/A tW 163 rx8 S6t tffi !l{ 1W 8D I42 ! Q j Wh 1fl6 IN JAO 127 114 141 ifl1 116 ^ mh f12 by tib Sa 'j' � N O TABLE 2B y@5 ~ Anet10rC7 iaM6 @. ANCHOR CAPACITY ADJUSTMENT FORMULA: N 51"'1, ool In ca9ou asoma 16mp 7m00M P71waa oMW (CP,)X(ANpiORG6P.,es,7.ANCHORCM..• 5 K Y O ANO.rT v1r6w Wsm w£towcm S�tr0.v NIYn.91)OmN wFm1A,.5.1 IH•69flN Y1Y Eko wa906.maw 71290! mS54tl MULLION CAP.,,•,,,,, F_K 3 AntlIWCBPP#D.W. 1aNm AaP.pba• friae0. AmT.Wtr 6-poe.Z' II-ps) USE THIS FOMAUTA TO 08TAH'(N£•ANCHIOR U Fa.uo-o r •tm r I uIr sur r 2-w r 1 il¢ I r I }Or r 0.+r 0.64• 0.341• CAPACITY REQUIRED•CQRRESPONDNG TO AN D¢• emdra.em fYr tarn Fye law r tw^ fw• I.Yr uw• 1.Yr 1.w• 2 fart f3R' Nb ACTUAL PRESSURE REQUIRDAF.NTFORTHE k0 2 ArY on N Ct t 2mm Sob 4Wb 4sob JNlb tmb b t46b SHIN mrm b %m .tame- 6.Ob OPENING.WHEHIT ISLOWERTHANTHEMULLSON - 6 tC 4Aot.0 t.fY Nh onl0lmampalep Oy66.3t 4Wb T(Om NA wA WA aA Smb H01 wA NA WA wA m svm Ic4m CAPACITY THE TABLET OF THE SELECTED 4 Orvbs. Iow-n .0101b.W Tmb Tmb 6Wb A. IbAb 6tlb 6WA, IIA M. Tum aeob unb M. Mob lom MULLION.IT.WILL YIELD A MINIMUM ANCHOR IAOCIm D04Yt415 nn lU txa 9N.)2r Fb.41 Ilit wA- NA m IN. - WA Nw ttdl , MA 12A WA RCT- "" CAPACITY WHICH MAY BE USM TO QUALIFY f ANIVIFX1b p,p,fit tHb ism =ft Nob N1b I.. tN b: aTb nob Ing- b mm fmb mtb loom ADDITIONAL ANCHOR OPTIONS FROM THE 3AnCtm I,IYWanCIF 6 2Nb 3Wb MA wA N4A !pA 4Wb wA AM fYA RA .las %in ANCHOR CAPACTTYTABLE. . NOTE:FOR THE OFFSET CLIP,USE THE SAME AI4CHOR PATTERN AND ANCHOR VALUES AS THE STANDARD O.P. ,, EI�� , E TABLE NOTES: -•^j PROD V198D mmmy1*7w10l.F MA SHEET FOR INSTRUCTIONS USING THE TABLES AND HET FOR INFORMATION ON lfAR(ORenC.% SEE SHEETS 24 FOR GENERAL INSTALLATION MtZFgOS. �Ptow - - •n$_i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANLYOTOPENING WIDTHS 6ALLOWABtE, � By 1uDz rURE1', Ml.hi tl0dln 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALP-FOR EXACT DIMENSIONS,WE SHEM 21,U I I HOLES TO BE DRILLED IN THE FIELD FOLLOWING ODAENSiONAL RESTRICTIONS SHOWN ON SHEETS 21^23. 2066' t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tto Y LYNA+A II i ANGLE CLIP MUST BE USED IN PAIR& 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 303 SPECFrATICNS.HOLLOW AND GROUT-FILLED _ FIGURE B: FK+,ME& FIGURES, YELLOW BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 040.WOOD SHALL BE PRESSURETRrATED Tkj No.08705 'x M YELLOW SOUTHERN PINE WITH AN SGOF0.65.ALUMINUM SHALL BE 6063•TSAND SEA MINMUM O A25 THICK STEEL STUDS TO BE A MINMUM GRADE 33 ANO.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t'X2'X.3T6'MULUON LEAST.126•THICKAND A36.ALL-- ANCHORS WO METAL SLULL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#104012 ANCHORSINTO WOOD MAY BE STEEL.T"&&OR410 S.S. ^, M 'A.LTINNMMIBIiHt P.E. FL P.EA SBTti6 TABLE 3A tTable 6Mail 0M.DlK; m6ons)ar '}}};;•��� DMnMID Ratio 0.tnNmm �67i1t47 86th") q'�, mb w rob mob "k, took, 120 It 14oa tan y■} 11178: TA! TOPTWtp. IMgn- ft- t. Aspilraep q.V- T0pA54dp. P W-w- -& It"Ob mp54:p, Rattly t T1407t40V. w*w PwrftO 1. tT0A6m L-das t." La•4dq Imam, t1AaO 14;O1M Laset�p 1e 1V I-1v "wea I-* L-V L"ft Lase. L.*m Lasa 184010 fill, alu6la„ if 4 1 1 if 1 11 if if I II 1ll 11 11 11 11 1 z ai111 1 11 1 11 m•m ab Liao am Ina as troa N! Ina In 1780 aM 1100 am 170.0 62 1718 610 Me Itfe 1/no eel 1700 i2a 1740 521 I4v 1301 170.0 021 art 1m1 1100 ai HIA ISM la 61 � 11 ab Me me Me 074 D0.; DSO DOA bdt 170.8 M me 05 1140 1531 flat ON INA ttse 1- air Not 1130 frac 6tb 113.6 Hit DOD 000 6a Ilia flat Geo tU Me Me 04 j S 516511 IRO 147 Ina 563 Ina IN tme 031 107A 16832 1140 54 " 1037 M. 723 Me 1837 DOD is 10A 1057 1740 Tse 6.6 mu 1140 too 4U I0a2 Dot na no 1aa Ina 75 � K ID 5k, 470.0 7161 1760 as IaA W.in.. as tat] see @al 730 MA tD in, 727 =4 007 1130 111 DSA Da Ni.t HO no Day Nae Tia 6.i tot 14oa M on M 1440 M ILI m 5a 1411 736 INA 035 "It TSS�1303 111 1001 74 ItU 56 K2 IN 1067 e6 TBA TN n6 561 no 730 160.1 an ILI 736 MA 54 514 M nA 674 W rMe N.6 574 ®b IND 6. 13U No totalsee lift 5/ 671 650 666 w T/2 em 131 ad 45.7 058 alt 611 630 45 736 6l MA ea3 761 at aA Dm no 627 30.16 am r80 Cr � 63b 1060 0a 112,1 672 Mf ea 5.1 Nt Mia? 007 MA 701 OM2 am T1.1 4a 5D M 71A IoS 110 W OLA 481 4l2 Gal a.1 4ro NO 001 6V a4 331 90 all .14 z SV,17$• y& ,�v lath NA a0 CA 43 060 VO I" 414 563 10 53 AO 510 SD 671 416 Iii 615 w 413 at am me 105 a4D am 438 402 202 -1610 Ki a6 23e ata 443 rot 634 45a 771 400 07.0 4156 N.T NQ as 45 5.1 53 414 {St ABA '110 360 M aA No 00.7 615 418 301 266 45 a2 352 111 430 38.0 t5 N.r 45 KY 35 rob 542 4Y &I 51 Ila 4N me M 0. a3 1616 300 40,1 416 KT 300 387 133 4316 and Mit a6 361 Mit Dat ae MA 3k 7216 AN Sa all 287 Oki CA 321 511 200 34.5 SD 00.4 2a 162 3D NA 26 20.1 321 7113 770 333 57 261 Vt Me 377 237 25 DA 3T7 tit 35 = 57 iD] 165 � 7 N ebb 341 2D 36.4 ata 287 $7" DAD. 34 31.0 $Of 230 Za Nb 2DT Ili 945 ILI 61 ffit 214 02 MT fOf ffi fi! ata IDB tat a {i"9 y ink, 212 W 34.7 2116 SO2 7D I. ata fi] 2N 151 Im 50.1 1627 10.0 "1 N 1j(�' da Ittb all Me 2W /N Ito 115 iii iN 160 loo t8D iia 531 latah 11731154 171 to R iV a� " a � TAB E38 3 ANCHOR CAPACITY ADJUSTMENT FORMULA: a 3,N MMOI T�bM I Z`a`W,;t4 313018 CNV 7 C0V DTvrom 3WW pp-)X(ANCHOfl GP..,s,,..1 oANCHORCAP.,. �1 g3TEll 1W.3m. to_. Vr Bselaa eloswl New /D6Wd MU3130ti CAP•,,,,,,o MD35rCupPlCemt AMO4iT101 YID Et0U5Rm yr tae 1110awn Dtrem till OwunOm Wlrmoltnaen A®.wWr Wmm ABw+,eents4>)&ron(td) bewsos) USETFIIS FORMULA7008TAW THE•ANCHOR Egla W4mwtY4 r 81616• r a1w via• 1- 1 Ltw r t•A ' Y sac r 44r 01r a.SP WACiTYREDUW4E[r CORRESPONDINDTOAN 16emaom(W Aar lar 1681• hkr 7 L1M' t.W' M4r 1.VP FOA• bar 7 Tac lag• sxb ACTUAL PRESSURE REQUIREMENT FOR THE .IS•tA1.QC ==c"'"is mob fADb teak, b t n QOn b 4.n 041. wW4 M. alb 4Nb emb OPENING,WHEN IT IS LOWER THAN THEMELLION 4Axiaaa llYNa o.42emrra tarorredbP21.2k 4mb 'w" WA WA M Ttu IDD4s WA WA WA WA wA arms Neva I-& CAPACfiY(FROAi;HETAB2.E)OF THESELECTED 4 Andpnm YMYt0.C.10135ArtW I tk leek, I00b a6b IaBOb 16em0 VOb fPolb4 WA 7000; lYb NO me ta9lb oan M. itmb MlALW6LITWILL YIELDA MINIMUM ANCHOR SAnctnOaeAY Na.O.plUOpata.t2rAtn.tPo•41� WA f0A WA WA WA WA RG ,WA WA WA ,WA NM 1685 WA DSb CAPACRYWHICH MAY BE USED TO Q1.1,14-Ty ' i lRCpab.S ma. imb 3Nb NOb alb tab fi0b in. I— tab. IM 413b imits Nin mob ADDITIONALANCHOROPTIONSFROMTHE '• IAaM4 1.tYMh O.G D{{aON . Nob aSDb WA WA WA IVA 1Wb WA WA WA WA WA 3111 4an amb ANCHORCAPaCIrr TABLE, NOTE FOR THEOFFSET CLIP.USE THE SAMEANCHOR PATTERN AND ANCHOR VALUESAS IKE STANDARD CLIP _T."t"�C�µEDVAtUESARE USED Di THE EXAMPLE ON32EEf28.. PAC;SUcTRBW3EO 0a7e TA FIGURE I• FIGURE?: wNulb-0148.21 BLE NOTES: 1.004• -.1 '-- E>Pir11W0 C 1)SEE SKEET FOR INSTRUCTIONS ON USING THE TABLES ATA SHEET25 FOR INFORiiAT1L N ON LOADING, LL�� • + Br SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i hswd Camel 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABIE 7 Fl tffiE """"'v LYNN Ag77,r 3)MULLION AND MULLION CLPSSHOWNARE NOT TOSCALE FOREXACT DIMENSIONS.A SEE SHEETS21-21, 2.750' : �A••'11f.ENSg"41$5.• HOLESTOBEDRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTROnONS SHOWN ON SHEETS 2423 FIGURES SHOWSUGGESTED.APPROXIMATEHOL.E LOCATIONS .Tt:, N4.:A705 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FI LED -;• / �_ FIGURE 4: FKGURES FIGURER CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURETREATED 375 ;.U:�� ��b :.�Y YELLOW SWTHERN PINE WITH AN SO OF GAS.ALUMINUM SHALL BE(06375 AND SEA MINIMUM OF.125 (0k, �• '�--�� �� LEASTBTEEL S'TKIC A6TOBE ALANHORS GRADE INOMETA.SHALLET(18 GAUGE}T 3 SCRURAL3TEELTOBEAT ',�(1••'• S F W, • « i THEM MATERIAL #138.ALLASINTOWODMAYBEHEEL,1618&S.O 410 S.& 1'%276•X276•NULION THE NATERUL 11106372 ANCHORS INTO WOOD MAY SESTF�.,ISE&S.OR btG S.B, �fa7L P• 6870 P.E. FL 58705 TABLE 4A Mfaial Copully TIbW kk,� Op•alp#WW81(Tax65eaaiapX•17C0•IdOrO)or 2i11p1U fNltt39e tOS607W eTrt Wa Wb ma Wb 1010 1Wb t20b 140b /Wa AMIA1� la'�fa wmp tmfv U-ft 1 L l LaNe2 LLwwao 1-ft t-** TL.." U-ft L-ft Lamm, 3X° Tuto maw v O 420 O; i i i 1 2 VIM t:na em +rae is trap 7M 1700 Ora rma 5e 110.9 sal. 1790 9N +mo au Rn0 He H6a a:a 1790 wo 1rao aN Iraa foe 1700 Sit eN.7 tep 1701 3X 176D txa mo xl •� Ml. 1700 to tma W 1700 aW I= 664 1mo 042 1T" W9 te0 11A MD oI 1700 Ia3 17&0 W Imo 1417 1Tn0 = 14LT ail 170, 5W 121.5 017 170.0 So 10117 1411 Ma e5 S m525l.1709 M7 1700 w 1700 NO im.0 u1 Jim foe R&0 aN fm0 /10s 1700 7l, R29 1256 1711 7N IM DW I7U 7e 12L/ till, lino 7e Iola tab 1" IW 91.1 lea 17&0 730 C N R. 1700 m Imo 612 Imo NS 1m0 491 tm0 1111 1700 754 i1o2 1170 1m0 5x 1370 0.!o Im1 937 ima 1130 D4a eW iW3 0.10 1m�0 Wt 041 flW tml Wt Tl,S 5130 Imo WI m O Wb 17&6 965 tma mi Side 91s 102 ai Im6 416 FH6 740 1001 91s 1723 737 910 916 1219 fA 51.9 015 11&5 = 742 016 114.4 715 M IIS IaA 715 US 915 1f&a 715 tD O) .Wa 151A w Iola 710 1246 m 136.4 xl IM3 5W 1232 Nf 9fa 530 11L2 am 44A eW INA an M. ea 00.1 ese x3 eW 14.5 MO an e9 tN.l 6N ITA 070 9L1 N9 Wb 13Lt r!T 1490 060 1440 Tx INA 671 Ma 7ST 1009 SM MIND, gal au mA 751 00.1 eae 111.0 757 $02 aW 660 767 ma 597 142 767 162 Sof 413 757 752 697 ' z k72h 101.1 Oe 1p11 6x 94.0 ae 013 610 707 6W 1117 670 ale xe 702 671 565 0.Y a0a s% 509 108 xA Sm 4" W5 x2 600 7114 M 573 417 710 ae SU W (+t'F•7aN 904 414 7z1 R1 zaa .e e. N 5r.4 149 510 sR 0na Ori a&a >N .ms 4N 442 s0. 4W 149 aN .714 et x14 art 441 Mr era 077 a4A le IOLso W.4 474 1117 5R 70a 460 x.1 512 at 4W mo 5Q 547 Mm N/ 'N2 610 W 4119 Sp 170 W 130 5c x0 429 2&5 5Q 40.5 414 700 N2 YI 414 x.S W 81.7 of A4 W a5A !$ 372 07 3&5 5N S.5 401 36.7 341 260 4x 921 x1 249 407 2Rt 074 a.T W p.t 177 Iia W 7&1 314 164 W 210 37014&1Sm 970 3N 212 314 102 365 124 400 ma 466 2115 301 705 3e 25.1 300 215 3x 260 146 NA 3e 113 269 10.7 30.1 2N 316 2W 271 2N 30.0 147 213 2e 22S W UA 2O 1&9 2M 167 2W Ito 'rA 161 252 Aa 2N 2fA 2W 14.5 2q 2l1 761 aS 2e 10.6 2R o0 27S 117 147 1 761 221 16.4 287 t&S 220 N N ipl. 210 270 143 ?IDG AI 149 A5 29! A7 131 t52 22 TABLE 4B `" 2 A110hOrCaTaa1tto ANCHOR CAPACITY ADJUSTMENT FORMULA rXOIORCAR.++w...la bbirN9 zrA4zrcnR aM tm. Wiar U i6rWAr T HMW (DP,v)X / ANCf1 W W_ Y1r Eka urea FlO wtrD v4•w6 Comm mew •12aw MULLION CAP_... ArimaT77[ Yfa Et9fW%m wNe411&•1a 3!fdEAO1W4K<n w6e9leaom. Anch9rCtrQPaS•ma a3em K¢+9wr vaNea A9Pe07fa so•etalt 9621{657 ewe{0s7 t7SETHL4 fORMtIU170 OBTAIN THE'ANCNOR Fag.O4m9•o t• &+a r aur Iva t• Atm 1• aur T I 6171 r aa• I 034• 0.321 CAPACITY REQUIRED.CORRESPONDMG TO AN 9a,wan.4 +u4' w4• LSR• 11 r F+R• I ,IW 1410 +-w• 1-w Fv4• z 1-010' 1ST w.4a AOTLNL PRESSURE REQUIREMENT FORTHE 2 ga7rNa 0.c ral.>faa P t 330b 99aOa 4Wb a0b 7 b X970 27ob SMb Tab a7uaI buft 9eb xib 4ab Wab OPENS,Yi,W}iEN TI IS EOWERTN7W?t$MLCLXiN 4A0oImpI.+SNh O,G75basala Ome19b 9642 4Wp M. WA NSR. WA WA ]W WA NA WA WA WA s2b S I+SOb CAPACITY"OM THE TABLE)OF THE SELECTED lAahaprart O.47¢}L6 dlp•7¢p.3rob W. •BOb +W01p• ISMaA NOb 6Wb WA M. 71410• M. IS91b 6x6• Ilpb MULLION.IT WILL YIELD A MINIMUM AN04OR .4.40170 WO.4s Na.O.ni bW.i2fA1m,IFy.{ 9G WA +9A 49A tUA WA lta. A WA WA WA 1WR It61 r+6b CAPAITYWHCCH MAY BE USED TO QUALIFY I AAeSarFCp Pia.6k +9sb fWb tab aMb anb wb +NIa nib I.- 1Mb mb 4Wb 1791. 221701 Toom ADDITIONALANGSOR.OPNONS FROM THE 2Aabea L+StstO.Cl .57 iqb awb WA WA !IA till. tWb WA MA WA WA Nib 4Rb sWb A19GHOR CAPACITY TAtO.E NOTE!FOR THE OFFSET CLIP.USE THE SAMEANGHOR PATTERN AND ANC)10R VALl1ESA57HE STANOARO C2JP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. MODUCrREVISE7 aromd7b2wlWlhO FTai� FIGURE• fl URE 2: TABLE NOTES; - AA alb 1)SEESHEET I FOR INSTRUCTIONS ON USING THE TABLESANDSHEET 2S FOR INFORMATION ON LOADING, .. -'11.007 f-- PadnIN0D4b r2�( r SEE SHEETS 2.4 FOR GENERAL INSTALATMNMETHODS UT Mw0 2)CNEAR iNTERPOLATIDN BETWEEN MULL LENGTHS ANtY0R OPENING W1pTt67SALLOWABLE. FIGURE 3: 0 ••..,((; 3)MULLION AND MILLION CLIPSSHOWN ARE NOT TO SCALE FDR EXACTOIMENSIONB,SEE SHEETS 21.23. GENS ,,c(� 2.767 L1 N "Y �i . « HOLES TO aORILLED N THE FIELD FOLLOWING DIMENSICIM RESTRICTIONS SRO"ON SHEETS 21.2T. - FIGURES SHOW SUGGESTED,APPRO70MATE HOLE LOCATIONS. �`: No,55705 ANGLE CLIP MUST BE USED N PARS. 4)SUDSTRATES:CONCRETE SHALL CONFORM TOACI 301SPECFlCATIDNS,HOLLOWAND GROUT.FYLED ! Q ! FIGURE* FIGURES FIGURES: �YE7101Y 90U72IERH PINE Wi HAN SOOF QE UNIT w36M TALatMiNUM S2lAtL SEB TfiANU BE M1A N1MlN6 aF.1Zb' A THIM STEEL STUDS TO BE A MINIMUM GRADE 33ANDAW THCK(16 GAUf3E).STRUCTURAL STM TO BE A7 ;Qfi•. �AT OF a4f; r LEAST.M'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t•X2.75•X.6WMU=R i(.��........... r • THEMAT MAL#10S#12ANCHORS INTO WOOD MAY BESTEEL 18-8S.S.OR410SS. A.LYNN MILLER,P.E. FT.P.E#58705 TABLESA � 1� mu1ftn0apaoltyTRblsPaM F� OmnIMWIdth w1EngFaparrift Ufom)or 0.N HdDM(brMAaNe6fl`soDmm-r-) Wb WM "M ah DON loch, Mi. ,lob 100h R40n1Vtr TnpRYW. RNd'01a RWIIWY INmmttlr B1P6d& h4Wp"I TyfMnC P+e1rO1r 11g1Mr0• T24P•ONett N^cdptl0 's1dOlttD. R9nrtV111 irpl6es. RI911nP1D SRtt6� C 1•i7.97b• btu 1O4mp 10edtB ltAdnp lN4p 101ND 101010 lOsdp LOMp f0eO1V 10.14179 lOgp loely Ised1D Y � ADVAturn IN I'Dise ALI I fill Ih fill, I h 1 *1 11 0 if 1 111 �111W'11 111 fl ! 11 ! 1,11 WIN 111111 ah 170.0 670 170.0 Ia 1-170 170A 471 ImA OM 1m0 I see tml t .O 610 0.&a 1116 Itowl WI ImA 1Ho ILA WI 1=1 IBM Irul MI ROA ms 1709 m 1s o IBM I 170A at J w Bak 170A TW imo t2! Hao 6W 170A 501 1709 m 170.0 670 1710 tin 1m0 441meam 1- m lm0 1417 /m0 m 157.7 ISR I7m m1711 OR 1mA M +tea +s0. 1W %Mb 170A 117 ima 611 Imo We Im.O al 1m0 1914 '70.0 141 Im.O 71oS Imo M Imo Ila IMG 711 LM 1414 000 Mas 14114 1461 17140 M 121-511493 IMA HES ta] 1414 TIaA 756 LU o p ah 1W H00 Oil Iro.O oD 170.0 001 1m0 HH 7m0 Ta 170A ISIS Imo 614 Im1 1101 HOA 677 1WA 1101 Imo 160 11U 1m 1700 614 im1 1141 1roA al 0.t 1141 IroA ml 1'0 MI 4] J ab tm0 614 170.0 rol 1mA mW Imo 7W 176.6 ita 1m0 m 776] 1114 167.0 one Ina 1136 leab 617 111.0 1176 114.7 610 926 1166 7N3 914 m7 1166 INA 907 m1 1156 IW ea J ab 170.0 DD Ipu 714 rAG am l 0.W 127.0 1W 1a.6 101 Id1 too 1117 NES la's IOW ina a6 we lag Ills on TDD lON Ito] WO 143 lag IlLo 619 m ION I169ae ab IaA D$ 1m0 7eD 14lA ea +H1 614 1121 f70 O11 761 localUDA 671 mo RES DSA $a 1110 is s7A oa Iml IY 5Bell3A a! 1.2 In 65.0 $03 DOA'[-. 614 M.7 7N to � `� 3 Rh 1255 M UTA ESR EWA 114 1K0 661 911 mi 101.1 570 6147 OTO 143 OW 71A 6141 1411 1411 143 Oa 766 012 93 014 R3 141 169 Io1 1411 am 80.1 ml j N Z 3 AM M2 10 1241 141 Il0 Ia 0..0 Oa NU) m m! 4H so RI 163 W5 60.7 711 ml 146 BCD RI mt DID 163 721 WA 141 30A R1 636 in ILL 667 � j a mb 101A oa taA W9 ESU 614 WA aH 727 ea 1eA 6m mt 614 TDA 647 m1 W GAA a0 ms ea 141 sst 421 614 a.i al nt w 141.1 as m6 671 Dob ms 6N 14.6 NO Els 614 57.3 414 474 611 W.0 IID 11.1 W/ NA 477 ms sN 101 421 141 611 aif IM RA 514 ILO 411 216 614 MA614 111 414 H w Z mb a] 4W m7 Ia 162 142 IIA Sa 70.7 451 401 0m S1.D IR 3144 114 11.1 132 311 776 a.i 161 70.] 1m aA IW ms fes 194 142 2A.2 1:2 SLA 356 ty X !O .- lah 311 3W 761 7R if.7 767 027 fli A] SY ,21A 312 133 Di 161 701 11.1 751 14.7 314 1&0 267 20A 3'W I39 117 10.0 SW i7s ;757 10I 761 ISA IiJ 151 8 tll b Sal SD i5J 701 213 >m mi SD1 210 1 21.1 Ses 111 5a 131 ffi 793 376 701 >a 17.6 31B 150 114 149 770 1sl 110 f16 757 110 SID 14d IDDN1Db 0.a TW a2 Sa 21.1 am Da 1W 1&1 211 111 Sa 17] 269 ILI 19 16.1 SW l0] No 1111 201 14.1 240 111 7W Iv 140 DA MD IIA 2W IDA 2n G X O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA ONorq Las ANCHOR CAP.,e.,, $$ YY 6-- nmajWA a.- dolga F6eealu Prwon NO1 PP_)XQ ,=ANCHOR CAP.., g-+ ' B1BEkO W69 Fse-Is,o YlmBd sl4per .0.i^v+ N6kd MIALION MtlarCOp Pstbme �T° A3a udursm uDleon07POWI1m:mOrd ,mem ADpeGd0 6trer( USE THIS FORMULA TO OBTAIN THEANCHORF.�eovw r arz 14.2 atR r f-vr z atm z_ Or. oar Osr CAPACffY REOUIRID'CARRESPONDNG TORN GM. 1y4• 1J•4• t3'r 'T 1.W 1.v4• 1.w1.w 1.1,- 1111• P 179•..1 ;-- ACRLALPRESSURE REOUIREhgM FOR T2E 7 amb 790b Gee. t b Toa Smb rAb 71014 YIDS b Dab to 4¢h, mom OPENING,WHEN IT IS LOWER THAN THE MULLION 4AdOr1®t.a'Nb.O.0 I6Md16 aLN1 Ditto, <IDb 7Wb WA NU NU San WA Ib WA WA WA alb 666b 1fIDb CA6ICITY(FROM THE TABLE)OF THE SELECTEDI,hllrnmSNTBDb 7Wb ma" Im. NOW m. NU 7tbb TYn Oan 16HIb ®Tb OaD6 11Db MULLION.IT WILL YIELD A MR4IMUM ANCHOR3MtOn070AYMhDA.fUC1p,OLo.12PANOt pO �' WA WA -NIA NU WA NU WA WA WA WA- NU -WA man CAPACITY tY6Il31 MAY BE USED TO DUALIFl•14 tan '1mb w0. ffiADDHICNALANCHOR OPTIONS FROM THE Sab 9Db WA NW WA 1Wn MN WA EUA WA WA alb 1 n WOb ANCHOR CAPACITYTABIE NOTE FOR THE OFFSET CUP,USE 71E 6AnEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP. PROOUCr ROVIafD - PlrLnrllO me FD11m H1.00P•1 Ae ND lye218.63 . FIGURE I: FIGURE2 TABLE NOTES: d0 Ode !{112! 0 i)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. By ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI Dam1111 I I I I I/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAM OPENINGWIDTHS IS ALLOWAO(E 8.125 ��ptL�...•-�..'U!l pc���� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23 �`1�.•VOENSS••i7 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DWENSIONAI.RESTRICTIONS SHOWN ON SHEETS 21-M • �e'% ® FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. �, ;:;' N..50705 ANGLE CUP MUST BE USED W PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATONS.HOLLOW AND GROUT-FILLED O: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 650.WDOD SVULL BE PRESSURE-TREATED - 'O b FIGURE I: FIGURE 5: FIGURE O: YELLOW SOUTHERN PINE WITH AN SG OF 0.67.ALUMINUM SHALL BE CA63T6 AND BEA MINIMUM OF.I2S' THICK STEELSTIUS TO BEA MINIMUM GRADE 33 AND.065•TH)CN(IS GMUGE).STRUCTURALSTEELTO BEAT 7•X 2VFMUL YUUION 'l T,(.'•.,FLOR7O".." 1 LEAST.126 THICKAND A38.ALLANCHORS INTO METAL SHALL EXTELDAT LEAST 3 SCREW THREADS BEYOND IT YFWLLION) r�lCs •.•. �C1i`� THE MATERIAL 1106012 ANCHORS INTO WOOD MAY BE STEEL.1"SS OR 410 SS. / S�ONA�-57` A.LYNN1MVLlERPF. FL P.EJ 58705 TABLE SA MuftriCr 9c T•Db 0 � a OPoO§pYVMth Heighap)f imftbVwdrgw;RaM fah fall Ah fah fah Itch IDB IWh ifah � • -VIM! TIpDIMp. MM•p4t Tt46W. I•n9GA• T1p06.• Nu1+W wwlzl-1 R41SGA6 mwa R{ot6p2• 7A•rNryl. tasw w Rw1•G41r TgY1/Wp 1Ar/.tm 1913• 1e�i{$a IMG tuat6 t9.lrG tMR• 19abo9 Lr•q L-ft I." Lmft$$0 L-ft {#latero I9.dn9 Lmft' L-ft {#(tal•rG LaW,$fp � �nTuba � dg' N d 11 fill 1 all AOA ew Imo /N Imo 1'74 INA Nb. 1701 eM I 80.0 wa INA 001 INa am Jim ill$ Inal MI Iml INA Imp Rl %- IM Ilool RI 4"1 1410 1=1 am IVA 140 rml RI IJ fah ITOA M im R4 I70p•w0 IDA 8M 17001 M I troo 9N InY1133 INA Of I in* t- IND M Hai 1 103 J/mD w = Ina Imo axe Ata 130 toltal aw 9TH INA rml Mw I 0421 fm/ 710 IND M3 I.A de Ino M1 IND IOW %0.0w Imo tits Irao 74 Ant I2N Ano 10 IOU 10x3 IAA 1N t17.1 ASS Ina M /wA I2W Ina IN •2/ LIN IT" Mh imp m tm 013 IMAI IN me 1601 in: IYf4j 1706 Tai iK4 III# TRO 03 tui YIN Ina MT Ina 1108 in* iM f02x�11. IND tet •t? I'm IRO All T72 1109 tmO xst pp uj Mb Inc, M0 Imo AI iK7 fax iR0 TO 1169 tax fa./ In 171.7 1161 IML file IIIc 1161 INA 4i IwD lax 102 m eU IOa Iml TR 71A tat Ill 7R esa fat %31 IN 0 Qh IAD 9N 1R0 MS 1011 oQ itA.e Ni 11/16 M iwA lM I13A AII YHA M N0.8 1I# I7fA mt mT M TNA 1I# ?ba .M I.4 Na KA M Nae TN mT M INA TN 0h IMA 01 Ina 700 IVA M7 IMO 70 110.1 M7 13U MI INA M IAS 702 SLO M7 1M7 M R.7 111 1022 m R9 M1 Oil 713 I#.I M7 KO ?It 01.7 MI KO 711 -3 71h 11" 10 iM7 m 102 W LMA W 97.0 W to" 700 Na W 90.4 ale 744 Mr w3 8N RA 60 927 9N W W 163 W 418 W T2a 62 aA W 7L4 at Cl Ah Ilse M tw 403 m3 LLI 7O 1021 tR RA m 1100 Ma Tti IR 00A 4N /U 1R N3 WO WA M K7 all W 742 q.l 602 413 112 u• M7 ]0.l IN 004 505 � IIL l/9t 1009 7M i%1A 434 Ma Tri MA RI m3 7M 81A M6 K8 IM 74A ON Wb. 7M Mi IN 0x1 7M mi W 4416 m or. %3 32 714 K] MT 334 FJ4 wa IN fah Ml ON 711 1I# 54-0 eN fa3 871 M7 6N 6tA 408 Ma 60 0.1 4" 1•• aN al 182 541 W 30 W 20.0 60 MD 4N 248 1513 121 430 21.7 W MT. 0h M3 413 MD 427 03 4M 4i.T 41fl 10.9 JA N2 N2 331 176 38A 40 ]IA JA 34A NO 20.7 479. no 309 23A 476. 211.1 iM 204 472 mi No %A 419 11.2 370 .�.C`} 100h 103 3A 11.1 M1 330, •3A NA 370 78A 177 0A 310 Idl 3A 016.9 RO Iii 311 MD 'R1 ti.I 31T 120 ]tt LOA ]% I40 ]IO IIA, R7 17.1 316/ N lith A.i 3F .YA 3N ]0.r 1ST N8 318 tea 3A tl,• iN 733 34 M.i 3M x9A 76T 7T.0 30 130 aft 30.1 Ni tit 337 /7A 294 .3'( IDh 212 301 t1A Mina : m1 311 MA No 213 tm 183 Na 10.2 m 101 aw tti >m 1 V Iwh tta t% %: it• YC ¢ 4 TABLE SB Z A.c 9rC w T M ANCHORCAPACfrYADJUMMEMTFORMULA: ff ir9 l sacra. 3Al mrM. IIUo•aW r CSAJ r M w (DP•)X/ANCFiDR "°"•',9ANCHIOR CAP AItMryYA Yf8'E491AA1o9 iN•EbpiA�i e{ tl1�5'° YlF Ekt tlKal tN•�aiMtm -aEEk9 Yk•EW 11C99EIa 2r04Mtl a1teW /r101p1 `M�1� •ar Me1wrC9P P•U•m• IX- Ata 0 UO•Iro Avwl erawo.11e6iw1top ao-M USE THIS FORMULA TOOSTAIN THE ANCHOR � .. • FAadlm lhl r 7.vr rI Mw sur r 1.1w 1• bw . r SNr r 9- 1 (Al' a3xr CAPACAY REO UWEWCORRESPONDiNGTOAN EniAaa•eR0 t14• tan• 134• 1 tan• r i-ur 114' 14W I-w• 1-W isr r tYr Na' rW ACfl1At PRESSUREREQUREIJ.ENTFOR THE. 2Arabo® Mn.crat•H•0a0Aptlb p4 talk 3wp 2fa4 4 I M0ft tM44 m4 -ft 1Mb. Ilab. ]rid 044 Ma4< MY4 44Y. WIN OPENING.WHEN R S LOWER IRIAN THE MULLION. . 4Arca0n®7.tS Mh.OGI00eM440Y10ao 063 7fab. M. M. alpb W. WA Mt* WA MW WA 004 WA 024 6,13. Amo CAPACITY IFROM THE TABLE)OF THESELEC3ED aMermBi.ts'wu O.cr5te9atatwg08o ek/k ofab Nfa O• WA WA WA fW I104 WA WA MA WA WA 13M4 Nm4 2M04 MULLION.ITWUYiELOAMNIMUMANCIOR tA,AMM1 YIM O.Q/�30AryM 19y.S 104 Mu 604 INGIN 18.4 0104 W.I. WA two 7.116 M. IWt4 alb Mao 11D4 CAPACITY WHICH MAY BE USED TO OUA�„ •An m toD.7012a Ard 1t9•I p•. tim4 Ilfol16 1004 23W4 lwlb Mb. Wb. WA IIIG4 110.4 13D4 2N84 iONb Mi. iamb. ADOITIONALANCHOR OPTIONS FROM THE /Aaaon QaArtAtt txQlUah hb.arAWn.po,n - WA WA K01 WA ttfA WA WA Wb. MN WA WA N0. MLA 11604 ANCHOR CAPACITYTAUE ' 3Anrtat©2.N'W OW FJTO OILa mt. 304 A04 N24 M. WA 2fa4 M slsb WA M. WA M/4 1164 Sfa4 PRODUln REVISED 4Aar9/4 4tStlhOWTY${FyN MU 1004 LVA WA WA WA NO"I WA AWA I WylW"Mil r1o" NOTE:FORTHE OFFSET QLIP,USETHE SAMEANCHORPATTERNANbANpiOR VALUFSAS 7tIE SIANpARD CLP., '"')t•OW'`("-_. A� 1(_b2I8,4^j SABLE NOTES: 'L FIGURE 1t FIGURE2: FIOURE3: FIGURE4: FIGURES,FIGURE 9: M�ItM �w3�� • • • • • • • • • S SIF SHEET t FOR INSTRUCTIONS T ON USING THE TABm LES AND SHEET FOR UffOLOADING.w ON LOADING.SEE S2Ii\\-\SIT t rT • • • EETU 2i FOR OEt1ERALMSTAIlALL ATXX1MEIHO03. O\A..'..,,,•fl(( ♦ • 2)LWEARNTMPOLATiDNBETWEFNMULLENOTHSANDAROPENINOWIDTMSAL10WABLE ``�`,�'�a:'4\CENSE'•;.t.��� 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DOAENSIONS,SEE SHEETS 21-M HOLES 4'0• "'Vt ND.58745 TO BEDR£LFD IN THE FIELD FOLLOWINGOWENSIONAL RESTRICTIONSSHOM ON SHEETS21,URGURES SHOW = I Fk71JRE@ FIGURE 0: FIGURET: SUGGESTED,APPROXIMATE ROLE LOrATION& G'• • • • ♦ • • • ♦ • • ®® � '�' SUDSTRATEOCEHAtLOOHFOGiOMHOLLOW AND CONCRETE RUNITIC0ORMTOATNIC-4WOODALLSEE5URr&TREDYISD � .28• ��UTH£RN PINE AN SG OF 36ALUMINUM SHNLL BE BOS3•TS AND BEAMWA 2S THICK STEEL �gy2T,i7±/T"EF L (U11U, ST UDS TO BE AMINIMU(i GRADE 33ANDA4a'THICK(18 GAUGE},STRUCTURAL STEEL To B£ATLEAST.I2S TF0dl �`a� ANGLE CLIP(FIGURES 00)MUST BE USED IN PAIRS, AND A30,ALL ANCHORS INTO METALSFIALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL/108 7I1r r NAl�Yt• 012 ANCHORS INTO WOOD MAY BE STEEL,I"&S.OR 410 S.S. t•MUI�• A.LYNN r 106,P,E. FL P.E.0 58706 TABLE 770 will Matmn Ct t TabN QPNU7�YN60 wlreTi'yWrc1n➢aaPore)ert7panNOHa4M(Nf RYrY 4atloas) le!Cx01. %h Ab NN %q Lash 179h 10h t%q Akn.Tube LN60 LN64 1-tO usdol ta1Ma tamep La4a00 I-" Lood o ta6t4 1ft DLeidnp /Diehl yNdl4 tnld4 1AIITJOR # Will # 1,01:11,11 1.1 if 11 111 11 11 11 11 11 11 if 11 N � m 2 11fFW�p ph 1700 M*1110.01 w IAA 744 /70.0 4n 170.0 IN IMO m 170.0 m170A MB IVA me imal NI I Im.1 IND IAA NI 1100 Lose 11470 NI 17070 17N 1700 6A 11,10 Illy 170.0 am N 0 W h 511• IN ties N4 17070 w 17" am 1740 OV ti im am I1a4 1133 title of law fm 17470 47! 1760 fill 1709 N4 110.0 itm 1R0 N0 tM /N3 170,0 ND TNA R@{ {70D m0 !)� R,wo 1760 147 1706 w 170.0 6W 110.0 NI IAO 100 1700 DN 1119 /IN /740 703 1760 1111 170.0 141100.0 1404 1760 TN inn ITN no 7m INA Ia% 17070 TN IN.8 1910 Veto lea Nq 1110 Tat law on 170,0 Me v- of 1"0 life 170.4 7N tee file frog am LA0 14N t1fA in im Jet ima IN TNA 1710 1700 set 14X1 in* f7OA fo Nt idW tit% 0070 Nt �Q{ NN Ise 6N 370.0 701 170.0ION 11070 TV IAA ON IAO %6 imo 1411 1111 aN imp 1N1 1flA w 1ml fall tea foot 1200 fll0 "alt ION IIIA,1010 I= last %A fall 170A IW3 F fp N Nh Iles tm fee Toa SAA iiia LAA 056 Ina 1= Ins NO i740 Dal 1114 tOM IN.7 150 LAD i%a 1410 iaf0 filo 1122 117.4 telt tela JIM IMT 160 tNa 107 ail TeM 1079 JIM ^� a p mq IAO %I 170.0 in 00.9 1t% I= Om 171A IDN 1700 Imy me im IAA tw wo 1472 1139 110 1200 fill INA /q0 1%,1 14}2 147.8 IIN 914 1472 1.0 it. on 1413 140A ITN ? {D 78$ no 1194 iLOy LAA an IAA 1275 LA0 tml 100.1 1710 510.2 1141 111.0 /3'70 iW iJR 11X3 1470 Nl-0 Im ms tyM 1210 /all N! fY4 11170 t0a1 7470 1320 Yi2t SP13 144 TSA 112E 701'1 LJ P 70N 170.0 11II 7700 RKI lose 11N 1St/ t%1 iL] YIN 1%e IN 1122 HIM 1]47 %t 0707 ItN 1167 061 IO.I 11N 107.0 /N 7170 IIN %A Na N./ 11N ql B% 061 ItN ill.) IRt ? Z Tate me, /121 IA0 w Ota tin NX0 w fits 101 tee w toll HN itae Wt W3 im ion all iia SM Aa las 90.2 fin 02 NO an fillata as 6170 IIN It2 NO Nh loss aN i11A TN 10.1 w N] 73 773 eN 061 M MA w n] 112 .%.1 aN ale 7N N.0 /N ale Nt 0A w a" %l NA 4" a" a6 311 iN 0.7-ow No N.1 70 Its Ny 742 m n] aN 014 7p WS N71E. Ne Nf 40.4 70 641 ea 440 142 4110 It s1.1 At tie am 3fe Tp 3070 aW 214 tA2 3X8 Q p ,ash Ne Na as IN 621 w eu MI K7 w 0.0 613 11.1 Oq 341 .600 aT] tN 01] ON 342 4N 241 w 20.0 at W] NA 10.0 /n 10.0 w 947 40 M Itch Ne Na Eli 6m N.R Ny 4970 las 02 w lit 4N N 4W 128 RA ]i2 ps 2U N/ SU 4N 240 bSa 2T.Y 4p 2670 w ?l3 40 itO 6N 221 42 _ }( 3 IGO NM 40.9 4Te M4 Me 341 476 OIA /A 3L 470 347 /le1 411 263 175 111 lith264 ym 267 im 220 ytD ?24 3% 134 116 iii ?l7 070 7.8J Q d O ii TABLE 7B a ' p ANCHOR CAPACRYAOIUSTMENI'FORNUW f AOtl&M 0 TaDM t ANLTNORCAP.•�•,�, ' 61•ivua 2Jl SN CaoO Wet U fa6gM PT 141n (D�t)X( )aANCF1{IR 614,,,, Shrew W69E00 Nta•Etm V4'99 EYw 1109.91 N24w meas MULllON<'AP.�r AnabarC4 Pa07tn• An rp. amixotla.- WE"VaNaa tRbtO+ s0'kt0t2acN iA'EbiiOi,m P AO?t0atr t21mm Aa0+0aa 8c-fm ft-im) aatrlRs) USETIOS FORMULATO OSTAN THE ANCHOR FA6e 12Hii,e(tr0 I• Tim r I J,w S.vr r aur r 2.17 r sur r O.w DAP 04W CAPACITY REQUIRED'CORRESPONDING TO AN FinadweW lar tar f,L4• t] r 1•v4' I TR, -T-w- 1.N• 1.114• sur r 1•Va• lar 1.71. ACTUAL PRESSURE REQUIREMENT FOR THE A.NnO a.wa/ama.aQa.r4s660.7 z b W. 4m. r . 2T9nI ales. W. IDit, 374 b $64. -4. mi. llF. W. OPENING,WHEN IT 18 LOWFRTHVN THE MULLION IAm7�iD2'BMYu 0.6fafnYO(aObpOp 6437 10. Imo 0-ba141 4 10. 0111 6N. WA DID. WA M. WA Nab wffi 11204 CAPACITY(FROM THE TABLE)OFTHE SELECTED so-,la Lw OA! (00!69 60.47 ODOb I0ob WA WA V, !W No WA WA WA WA WA '3030, Im. 2Mob MULLI(M::{TWILL YIELD AMNIMUM ANCHOR 4 M.90711!0.0./R)4tSMOh t>ipalOV.bk 7%b /N t+ aNb tY04---76- 4 NOffi aN4 WA 7%4 Nab No WA ONLY NSp IWb `CAPAOITYI,r&CH MAYBE USEDTOGLMLIFY eAtthnBrlanO IRI Al4F 12pil64% 11704 11704 1N04 nob 2aN4 BIO. wb WA 1101. "Do, Vile. 24164 10nb 1w. 060E ADDITIONAL ANCHOR OPTIONS FROMTHE 4N Jm Ob Nrv.00tU{}tafa.ilSNay.Nfp7y WA WA WA WA WA NN WA WA nil WA WA !W WA M toll. ANCHOR WTACI YTABL£. 2AnA•i 275•Nh,0.WF pb.N 150. NOb 2Nd las. 4104 IW a44 WA 316. WA 40. WA NIY N24 6mb PROWLTRBVISED 4AacMi L1YYh O.W FAJq .W INE IDOb WA IYA 7W !ail 300. IW WA WA WA WA aNb wb 100E mt'ma16Y17q"MIWFIOHa NOTE:FOR 7HEOFFSETCLtP•tISE THE SAMEANCHOR PATTERN ANDN7CNOR VALUESASIHESTNit)ARD CUP. &aidhgfade 17082 F .)1.040 p- Am.�D9N77416-e)218�21 Dda SAHLE NATES: FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURE@ FIGURED, 1)8EE 9HEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 6NIm Ueda Fm610 ON LOADNG.SEE SHEETS 21 FOR GENERAL,NSTAUA71ON METHODS. • • • i • • ♦ 11)1111 ♦ • • • • • LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WN'RNS IS RIOWARE `��1O�y LYNN d127� • • • • • ♦ 3.)HEETSON ANDHOLES ON EDRILLIPS EDI SHOWN ARE MOTTOrOLLOSCALE FOR D(NSI DO.$tNSIIXNS,SEE 4.000' SHEETS 2U2S.HOLES TO BE OR0.LFA N THE FIELD FOLLDWINO D)MBNSIONAL RESTRICRONS 4• N�r�70S SHOWN ONSHEETS 21.23.F46URES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE& Flemme: FIGURE7: /� �«•,'"�� ^ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND `. :(�a•;,1((at I6 .4U1 • • • • • ♦ N,I GRUt17-FILLED CO NCRET,%0CNUNtT{CMU}SNN1CONFORM TO ASTM C-80.WOOD SHALLBE • • (DD�IIy+ PRESSURETREATEDYF310WSOUTHEANPNEWITHANSGOFO6SALUMWUMSLIAILBE .� ';<)'•.,,.rton>•o�:'Cti.. 600T6 AND BEA MINIMUM OF.12V THICK STEEL STUDS TO BEA MINIMUM GRADE 33 ANDA47T ]•�• �E rt'�( ,•, `��� TKCX In GAUGE}SmN=DRAL.STEEL TO BE AT LEAST,12VTHICK AND A38 ALL ANCHORSL -r 'i,``sttTttt�t- ••' ANGI.ECI.W(FILil1RE96L8)MUST BE USED IN PAIR'S, INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THEMATERUL M08/12 i•XP%a76'� N•XN•X]TS r AL�'}dR1MILL�A,P.E ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 B.S. T•-M1LL10N MULLION FL P.E.A 58705 TABLE✓iA NuRo31 Ca to TabN � oplaft Wlow(hr 3artetlysplttl3giMrma)AlOpanft Nefpht(luMtlaM -epelfOip aMHNO) C,• S+ Bob Wb mb lob I lab 1696, In 01 fob at 12Ta ftwwr DwaAV tieft TnyMrrA K-.* T,OsfimwV neem- Awwfw-4 Wd-9w 7fAt6feR R.� TX otOO, l'ollwr 71q✓f6b. ihcmWa wt, 1bow , wm,. B a a Iw. 1-1011=aaa L--"V L..*v Im&* LNero i l Told" Lft L ft luAra I-" tromN --ft IAIly I 1aft 16at1V L-bo g .29r ANNO a! Tub*Mw 11 I'll I I I I a I IN I III 1 11 1 1 a 1,11, fill,I I a I I 111 1 11 111 111 11 1 a fill NM Imo M 11=109 Imo Tel IND No Intl Ca tn.o eW into M 170.4 611 179E fill 110.0 MI tnC INC IT0.0 ON fm1 HN 1ml Mi inA 177d 170.0 611 lett INA 1m.0 631 � y'j ah 1mi to 170.0 a£i fm9 aW tmA net tmD oo Ira0 870 fmo if= fm9 of Imo Axle IPA tI into 1411 Ime 6W /6al Nis Im9 No 1111 is" tn0 w itai /6N fill. OW � w Wank Imo 1O IIA Oo TA aW 1net o1 INA 1010 Imo 6N Imo tfo 1f0A n3 Imo lads 1M4 747 lab 1166 Imo 7M 1]0.1 Ilio into To 1H2 ilo Imo TW tOL1 1Na I0.0 To bib into TW roll an imA No tm0 Eli IIA Ili& Amo TN fmo US, Amt at 1611 ima vnif W fall Iva /Ito l5'S 1122 13M im0 of JOU an'Jab net t2 Iae I= of w Wb Imo W inn n1 110.0 107 into 70 1su lio tm0 of 160.0 tlo 10.1 AW 10A 21St 1W.1 IN 1112 Ifo iWn 011 ®.l IlW Iltl WS 111AIIII14A f0 a9D Ifo 1NA of U tD fob 170.0 ON ITOD 745 iW.i tot Imo W 137;2 101 fag 6q Int Mt tato AN fallfot I22 W Mi tot tla2 too at "of it" IV2 110.1 Ct a.9 fof 1111 tl1 OYI = Wb INA o7 tmo 760 "Al 667 161A A0 ItU 0l 134A TW IOl4 WT 1212 777 o2D o7 itis for til 0T ime To 6N 1A 1000 7W Was 7N o2 W of To Z ' 72b IfAT ool (ls2 am 1912 at Imot ow ou'So t.2 Wf 641 Wi t!A 00 712 Eos "I 6W std W4 TU ON ata W 12A 633 610 6:ir• 02 69 os ao Zn6, 1W.1 712 HlA W4 02 711 02 ale T61 722 MI t0 6AA M m2 l0 60.A 722 70.3 WS 6U 722 tie ON al 772 Wa en W7 bW sat 7n MI Sal • EIN mh 1012 691 SOA Wo N,4as a$ 610 ma sa ms 5I a l as Its 661 a" fW Ns 6W me aW of 633 A= 06 642 ON oA W tits aW OAT aoW6, 6U 616 oD 161 6/A 611 oA IN 77.1 bN 50.1 / 412 616 N.T NI 381 616 ttl M 3� 615 37A 812 .3 oil at 413 eta 491 SOA 510 10.1 4N %o6, 9111433 Wa 291 a}2 40 Oft oT 581 ,/9 dt.l ni mt Nl eaA ata 302 al 319 A9 272 463 30.8 378 22.8 fo Sd6 tee 282 3W 77.9 463 #SA 3W SW 133 314 to ens t1 272 3W 20A Ila ill 330 232 is 112 oA 227 lq mf Ston mt 3W Ito 3% ILO 703 N V/ HIP Alf W Mt 30 21.3 DO 341 at A113361=1 M >?A 335 XS 103 10.6 331 tad 20 tTA to mi to t3ob IA no 203 TAI n2 110 D.a 240 IU 204 10A ado IA IW Ila a63 I6A To 14 a/0 N L/1 Reh it/ 2" fan to r• Z d„ TABLE BB Anahortt • ANCHOR CAPgCITYADLUSTMENTFORMULTU cc ..made SdtWc XdOACYU 6,1 -u PT em moo (Dp.)3((AMCNOR CRP.,,,,,,,\.ANCHOR f:M.b -3 AnchwCOPANwAA AaraW "W'S"a- W1.X.UW. vmrma a7r BtAuaam vst=ov2.99 w•BoDco meat.uPasm am.a blow almar3 MULLION GP _) . L A®aora oAst4, AW9caa alael36 siroi0ly a6mrLaa) USE THIS FORMULA70 OBTAIN THE ANCHOR lade Ytuum an) .1• ztrr 1• 2112 St/e r zvx 1• 2i Stnr ,o1w Cor 92xr CAPACITY REQUIRED•CORRESPONDING TORN ' Eatl#e41 tw• far wr far ?• !.w• t•W >•w• t-VI tin' EW 2' 157 157 felet ACTUAL PRESSURE REQUIREMENT FOR THE Asan Nl7r 18154WV 1t 3W0 Son alm bonlwan a70m 2Nn 1N 3Nn 66,m 9,6ft 141. e¢n o0n OPENNG,WHEN[7>S LOWER THAN THE MULLION .• 4 AaMt0}I.te Yh o.G/OWb O.el 030 all m- WA WA WA NA 6Wm I NN WA WA .;WA NA fon wil 1121. CAPACITY(FROM THETABLE)OF THE SELECTED IAama Na'tm.o.0.r0ia5AWb9psr01aM 7mn I9n Mi. IWn fmo. M. 6Wn Nat Mi. 740 Col. ,Mit .w:m 6Wn •I»n MULLION.ITWILL YIELDAMINIMUMANCHOR IAa1maQ0AYY110.G/VGtP.We.taeAAR pV WA eW WA WA NA NA WA Net W.t WA WA lYt' WA� WA lNon CAPACITY WHICH MAY BE USED TO QUALIFY tAa6a/ 9N ton fon ?an Nan Wn wn "' tIm MOO iqn �Wm Gan 1mm .221. ml7n ADDITIONAL ANCHOR OPTIONS FROM THE 2AM6at LteYa ACNP 2lton SWb WA WA t0X WA tom A WA f7A 'WA )W -Mi. - 315. ANCHOR CAPACITYTABLE NOTPRt1�X/CTRSY136n E3FORTfff OFFSET CLIP,178E THE SAME ANCHOR PATTERN AND ANCOIOR VALUES ASTHE STANOMD CAP. nm.plNuvriW 1Nh4 c.4 FIGURE 1• RGURE2 TABLE NOTES: 1--t270•-•4 MOO to yp�7A21 • * • ` • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR RffOPMATION B7 ON LOADING.SEE SHEETS 2.4 FOR GENERAL WSTALIAT*N METHODS. 1mam1 All, fl/ FIGURES 2)L7NFARiNTERPOlAT10P7@ETWEEN MULL LENGTHS ANDI6ROPENc3GW®TH@iSAi.LONASLS ANGLE 3)MULLION AND MLaL*N GIPS SHOWN ARE HOT 70 SCALE FOR DCACTUMENSIONS,SEE 118@• •���'..''VCEN.TA 4F•P,: SHEETS 21.23 HOLES TO BE DRILLED IN THE FOLLOWING DIMENSIONAL RE57RIGMNS GUP MUST BE USED SHOWN ON SHEET521.St FIGURES SHOW 6UGGESTW,APPROXBMTE HOLE IDCIdIONS -law _ Mp.GLIGS NPS" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS.HOLLOW AND 3 FIG10t£4: FIGURE& FlGUREfi .GROUT•FILLED CONCRETE BLOCKUNR(CMU)3)3ALL CON FORM TO ASTM 060.WOW SHALL "?•:� -` p (.,(e. nl BEPRESSURE-TREATEDYELI.OW SOUTHE3UiS WfTHAN SGOF156.ALUMINUM SKALLI3E 6063.76 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BEA MNKMI BRADS 33 AND { 'L'�"'•.,�1 GRi0a."`•"��• 04S THICKHOGAUGE,STRUCTURAL STEEL TO BE AT LFl5TJ2STHICK AND A38.ALL 1.2S-X3.1 •7(2W`l6ALILN Cry • A7Z.' tN70 METAL SWILL.1pr A7LEAST3SCREWTHREADS BEYOND THE MATERDL. (1-,R'VF"AU0N) /lStOfJAI-��af• 0106012 ANCHORS INTO WOW MAY BE STE0.18b&ROR410SS. A.L'Ft+(N731L FL P.E.O 58705 TABLE BAS Natltloe Cap-ay Cap—ayTann 06o1R a, op-nm Wmta BOrwitc( w"r p110rt)or MIp X.bM(btbArmhtrtp3MR.0..) �q mh pR Sah ]mR ibh i@h 12x1120 ia.aatMro Rla.p torft I= I—" I� fAN.a ta.6tp T� IaNLm tMry Sa.am Ttalp pk L9 blii /aid tfbBIn wa�°°a 11y fill IN IIIy 11,11 11 g 1$1g1 y 1## �� �d �� 3� a. Iroo am 1raA NS Imo to trao m I1p.0 N IroA N nb alt 11b in ImD Mb nao sn Idti Mle ImA aH ma IDe Imo NI Ione MM troy 4M roa nu Ima bl 0 @b IRA mE fmA W imD Yap ISA NI INA am Imo ab U&I tm Imo NI M0.1 aw Ma0 w If JA 3m {ma N 04 bt tma do bA am fm0 N ria y1 Imp a.a aaiwb Im TN .,mo dm ISD N Im- NI 1361 w Sten NS tag Sit Imd 115 ILIA m Mel N I= III' fail m 6.0 b/ Mei @s mf w 15M an din m t%3 a" � NK� b Uia TU fmA III N n0a m -a N I— NS 1114 N NU N IOal bo N b tm MY N M31H 7K-6.. am nA 3 LSS KS N I= am SIA N MU N wb M] r@-MU W Ili. 1U ins ti0 J,m3 T@ SLI] N NI )b WA N ril t@ —* N TU Ta @.t do as.T - W m .12 Tb asi N IU 7@ bi ab m bb Ib., an I 1b4ata, t031 on ma aM ae1 to Im.1 aaa Ir] br bA db N] on sal bl 0U to IIA 3H NA I do nA N w BM mT ew ae1 an ?"I ba, j Nh IQTA dLI 1 411 dip aRT Nl NA aH mg to M. dm N3 en m3 dm 946 NT Iia @i 1 GLIII to I"T eb 'a Na" NA 4N MI att tl.! ab bA NT all? la `2 rYh NA IOMyt Iso 0.1 91. i1] Ib all NS atS b! alA bla dal iw b.1 a@ NS 113 11A Nd m.T IH N! Ne b1 .mp ma Na al 1b 9e3 ba 1U 1pp Z rn� ffi' lab mi lta n? Jb wIN iM- N 465 M Eta 3aD NI @a @,4 iii .13t ib IS3 by b] {8! II.f y1 M.t- 465 'b! p1} 43I !@ fU SIi 52i i@ 342 m! @b 4M i/t NA in 01] 01 0/.} an @A NI mA y5 10.3 Nf b.i >m b3 N1 Ig ]W bA NI ttt y3 n2 NI Na al5 bi NI wN I., Nt SSS ya I SDR ai SM 'fin N !M 3M a. N Spi ls2 Sii Pat 201 allXA 2m IMS IR ILI M512 3b K/ SM IT.T m Hi N MA !b 332 W >m I vapR 3fD m •six N q.! 2N w] N !6A m Stt 2N SIA 211 ria iI3 IM 431 iU W ITA m pi tN tg el LI.1 Zia MA WI 111 m . O M, ria Sm Mf 2x3 Me by ILf tot 1tA 15 SM bi fM SSp Id1 Sq Yp B 111 h Ill Ila 53MT m 1 a St IM M tM Hd tat 131 lat St3 IU 1® N N Jf $ t20b nA 1U td5 km Iu UJ m3 In 41 � ' TAB E'BB AatfigTCa TWi3 ANCHOR CAPACITY ADJUSTMENT FORMULA; s1D.1.aa 2n wAmm 3u cmc. aku FtmDaa PT IlbloI (--)X/ANCHOR CAP„e„�,\ ANCHOR CAP. Sllp'Elpp W'99Eb.YIr Eb Ifr BBFbe/m emN Na etas N2oM1 MUWON CAP.wa.�.I AndniUR Yta'DmfWtefm fN•H`Aiidm.dd aar T)aafamcM w•[R.ido->m USETtiSFORMULATOOOTAINTHE.JICHM AaeAatCOPF3MYmt Ikp.etn A�.Oab Uaam� AspacWo aamR(1s08m.rrll a«.watry - SdI.IA.Iae.Nk T 2•LIr r j wim i•W 't• 2-Vr t� 2-w r iIff z afr oa• a5ir CAPACITY RECLRREM CORRESPONDING TO AN ERWmNan I.w• tsv carr fsv r I•w• aur law uur f-ur 1-w• r tam' ta5• wM ACTUAL PRESSURE REQUIREMENT FOR NE a15•MR aI:taRv aptx nppRb le daub b Imb Nb taub snob Tdpb b. tmb alb W. arab Slim 41ib raob OPENING.WHEN tT S LOWER 7HANTHEMUUJON 1ArcM.IaL/r,Mb,ga.lam�a(oII10.abplPo.Sl Imb /mb wA IW WA WA 3mb WA KW WA WA IPA Mime aa5ms ttmb CAPACTTY)FROM THETABLE)OF THESELEGTED 1A 0&bRaM MI Ap.Olad2” Tmb. rmb Nb laaQ. 1@ab No. omb tYA Imb 71a da0b 1822b W. ebb tmb MLALIOt4.RN'/J.Y�J$AMiNLMUi1 ANCHOR I—m LptS.ertiophb.tarA4nlwR A WA wA WA WA — •wA wA WA WA WA WA SUA Ra a,mb CAPACITY WHICH MAYBE USED TO QUAUFY I TFGb(Po.ak ttlb 10b aa4 NSb nib sub Ibar Inb ytb tU CMN Nam. 110 m. atm )mb ADDRIONAL ANCNOROPRONS FROM iHFI SARAvs Ltrah0.0{F.pP Nb LWb WA WA Nal WA tWms WA lfit WA WA tW Ntb Nims dmf ANCHORCAPA.CRYIABLE. FRUDUCTRBNSES ' FIGURE I•' FIGU E2: TABLE NOTES: _ 112617- 9Atwml6pFklldla • • • • • Xpi6-f71. 3 atR', 0?t • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABIEB AND SHEMY25 FOR INFORMATION 41. ON LDALIING.SEE SHEETS2.A FOR GENERAL.INSTALLATION METHODS.FIGURES 2)LINEARINTERPOLATION BMWE04FAULL LENGTHS ANDNOROPENMBLE G VADTHS iSALLOWAi{ O••...........(lam ANGLE SHEET ON 21-AND MULLION EDRILLIPS EDI NARE NOT F SOMELLOWI FOR GDIMENSIONAENSgN5,SEE 3� ��,a'l�;•�)GENSLe'':y i SHEETS 27-23.HOLES TO BEORLLEDINTHE FIELD FOLLOWING DIMENSIONAL,RES7iiIOTXX4$ .,•�a Fe • • • BE USED T SHOWN ON SHEETS 21'23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ^'r':t•'' Na.BRT06 M PAIRS. 41 SUBSTRATES:CONCRETE SHN.L CONFORM TO ACI30f SPECJFtCATIONB.HOLLOW AND FtGUREC FIGURES: FIGURE& OROIR=FILLED CONCRETEBLOCX LMR(CMU)SHALL CONFORM TO ASTM C-M.WOOD SMALL j=.lor ;.b: ••;4 BE PPfSSURE.TREATEDY8IDW SOUTHERN PINE WITH AN SG OF OS&ALUMMUMSHALLBE 0%TSAND BEAAUNHIUM CTURAL STEEL .8 TEE I.AT LS ST.12 MINIMUMTHICK AND DAXA SAND 'O'.• S'ADrF .: .045'iHIOXlIB GAUGE}8TIBICTURALSTEEL TO BE AT LEAST.12S 7NI4'KAND A38.ALL • • • ANCHWIS FNTO.%ALSt{ALL EXTENDATLEAST 35MEW THREADS BEYONDTHEMATEAWL IwX32vxJgP s' �� 010 8012 ANCHORS BIT 0 WOOD MAYBE STEEL I"S S.OR410&S. MULLION A LYN�Iy�AtiLL.ER,P.E. FLP.E."74S TABLE IDA bman06p tela e��g�a oplNn0 Met(ar,r.ABmMa6ainsevNM1s)mOPlanp6a+amBAY naWr«6.1t•SP.Mm mNsue> r'r�F m4 wk. 146 an ab NDh 1Ab tae IYb 1251325 A• pA•' TtyaW. -.npty TgYpi..q p.-VAI I w-le'; A.Ue9+a liytaleip. S.tpIUA.i TA.'M.% pA4tet, r 7p74o Tnaa.Jb p riwet RA a-t t1.'.wpe An",ow i .A,u ta.ep 1..1q tWry IY&y "W041 U." tn.6M LmJ.1 lwdry 1166 LI.6ep I .p L-ft uesv twill waq I-" IAKAo Y a'a Aga i as a � �S s '11 c, loll in Fa' 3 Ya & Yd 3 41111111 1 sa 9 f& i 4 3 9 t& ✓72 p ab in,$ 6a, IM 4m me 114 Me 4M 1144 M 11v a1 1Yah In me 619 IMA 1111 top 621 me AM 1701 al Imp on IAO at 04J in$ imp of line 1al Ana as J � Na Area, is MA w , a. Area IN MA, ra ins a6 Area AM Yme get iral Avg Irae 17 AMA lur itl! Sa free tt06 tnl ba %cr Atte IA6 mi u65 1671 4AJ m •J 6Rfab top iR tnJ m ai 1reI al Ina 1716 Ina a4 It" tin AMA in tit INS Alto 741 IMA NY 1t" 1a lA0 Oa Me in 015 Un Olt M/ Im.5 Ant IMP rK K 6 N Ya AM.$ nr MA III me S6 Me 661 M's it. AMA Ift YMA nn CAA w - 164 MA, in -'a 1601 fila Me 1661 - one aY ittt tlSf tnJ q ttt] tMT tN.O Ni _ m 8d Q min IAD m5 UDA MI tea type m1 AMID AND a... 4. Ina 141211-01 014 %Lt 1611 1111 9a I45A ASIA IMA On 3,1 %U top 1116 tell *%I IA./ AM LDA 1511 1704 Mn t//5 IDA, IN.p SN AA0 ni St% IAs 601 me ttm IAD An tae nee AMA nti 012 t0! tat %M AM] AM logo tap ietA AM trip in of We Tat NM rU no ta] %tI F�5 An. Me O. Imp in Ha Ino to CBA Oa tips 10a AND Me wh tpU 01.1 me M.1 nn ins On nR1 In aA 1.1 061 In MJ ton 12110 fn 661 two AM 9n j � Mia IRA 1011 IA/ RI n4S tat 4n it"I.- �'E to sour an AM /N M tire pw to a.1 an t!T] aI 616 Na w n5 fop Mw w nP SA tan WI IN Z J y Mi. NL7 get W.1 In 011 IAA In N1Jtel BU NI Imo n7 1U tet 661 /a ?AA MI aA Mn a6 N! "A. AY are Y) }ts III NA Nl n] no 2 Mfi tat ai tUJ >b aa, itis 1R Y] 1m aa, IN }i9 tea 1U log Ki rl0 463 601 fIJ tet tip fog A! a,2 7061 tel R! A6 N] tel a.f Sb 111 In 011 MealDO /a aA 676 aT VI a2 to a]./ RI aa, 6m IDA m 4U al no Ot 421 aa, N.1 on 291 OI 2U- An nJ iM aTtip- pi.4 fa aA M 443 SS 4116 bn 3U aP Ala 4% #4 6b M.s 4N SSS M W 4M S] Ia 31A NI 2L aP AA 4m1.Nb 4U M m1 ofAn -as 401 316 311 4m Me 4n IDA al b] 7a 26.6 4m n.t a1 D0.! A pU An f1A Ia 1U 215 tis 1n 166 3MASC. 46J NI 4 4m N! 11 Ta it 211 w M 3" M2 2!a, Nt 213 nm of NI Ns to A/ An x11 >D 1170 NI !U tet N] Nf 1770®bi 1tt N4 31102 Ile 3a, aJ 11 211 3M 211 m AI DI 213 ]a ut a,6 161 >21 tU 3" Air 30 X lain p1A pR 212 x16 OA I62 UJ 2n tsA nB F N Q 3 T LIFE Ica MotarCepmltyhA6a ANCHOR CAPACITY ADIUSTNEMFORMULA., c�) siwms x. 1mraN. IwNNRAu Flacuu Pr "a (DP—)x/ANCF OR .ANCNOR LIP.,,. AIB@. wSefin eArele—S11Ba 6N6ta! M25 1124mt MULLION CAP.�r MmarCtp P6SImI 'AOfa' an4Yroub[m wOceusa6ap tmacon sn4Ekpmrdm Wt3aU6vNm /rte Uaaxas0 ala. Ateb.tm)Is—VA iWa.65B USE THIS FORMULA M OBTAIN THE'ANCHOR m EAD.lam A. I avr I t- I ear ave• r x-4rr /• fur v sw z D14 ww a1w CAPACITY REQUIRED'CO RREPONDWO TORN TAk.6�IIimt A- tae• A- tar r 1.w• A-ve• 4•Ix• t-vr� t.r I-w z tar saa 4oiM ACTU02PRESSURE REOUtREEY%ENT FOR THE. aAwal6are an s.c.rn.ra.o aasnr]p D m b uom 1 mob AM. ,xmm .xoom W. rata vAm rum Ylm Ylm 4Rm twm OPENING,WHEN ITISlOWERTHAN THE MULLION 4 A1rta! 1,140 O.G I61abbRpl6.l Alp 0 140m Imb NNWA ah /JA ]mm !UA LVA WA WA NN a9m sere ttmb CAPACITY(FROM THE TABLE)OF THE S89CMD 4Maa®rtAl.0.0.1 QpnAryf.Qg1 Imre Imb E6Dm M. tm6m 6mm 'AOb' NU nota Tam 406b tlmb m- Stem AM" MULtlON:.TT WIII.Ytt3DAtiSW(M.UMANCHOR 6 031•Mtt O.Q/U I4p,faPAM4. NfA WA IIIA IW tm NiA WA' NN WA NN WA WA M WA MU CAPACITY WHICH MAY SEUSEO TO OUALIFY t Muer/TCp tmm inb alb Nab Tam' a0b Amb .4Rm mom Nim anb 4nbt in. elm a+Om ADDITIONAL ANCHOR OPTiONSF'_ROM TIE ' xuNMM 114 tfl16CTF Nom TDPb NIA WA X64 NtI1 Amb ONt WA Ire WA IW Nib Nrm 8mm AN CHORCAPACITYTABIE.. FRODUCTREVISED . .'radi�a6 r4i1 ra rmtidt FIGURE/: flGURE2 'A ANY 16.621$,6-r TABLE NOTES: 1.200' E6 nl:a DJ! TQ�jj ijSEESHEET I FOREES SETS 2.4 ONS RG NUSINGERALI INSTAHE LLATIOLES N METHODS, 6FOR WFORMAt70N Br ON LOAOWG.SEE SHEETS 2d FOR GENERAL MISTALIATION METHODS, Dade rlpam ' All 111117 FIGURE& 2)LINEAR WMIDOLATIOM BETWEEN MULL LENOTHSANDCIROPENINGWIDTHS AS ALLOWABLE. ANGLE3}MULIKIN AND MULLION CLIPS PS SHOWN ARE NOT TOSCALF FOREXALTDlMENSiONS•SEE y2y0. ��:'•�)GENSG'•;�7• CLIP MUST SHEETS 21.2&HOLES TO BE DRILLED IN THE FIELD FOLLOWING OMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.21FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Na.30Y1Mi W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND — FIGtRtE4: FIGURE& FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT IllSHALL CONFORM TO ASTM C-90.WOOD SHALL ='0'•� 4/ u/� BE PRESSURE-TREATED YELLOW SOUTHERN FINE WITH ANSOOFO.S6.AWARNMA SKALL BE 4� '�' SpT E .:ICU' 0069-75ANOBEAMNIMUM OF.100'THICK STEEL SRNSTO BEAMWMUM GRADE 33AND —_ '�•' ��~: �+ 046•THICKOSGAWS).STRUCTURALSTEA.TO BEATLEASTA25'THICXANDAXALL � '• FGORIOR 1 ANCHORS INTO METAL SHALL EXTEND ATLEAS73 SCREW THREADS BEYOND THE MATERIAL 12rX12VXA21 ! 5103012 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR410 S.B. MULLION AL4NNOi1iCC�R,P.E. FL P.EA 88705 TABLE 11A � Arlon CapadryTRaQNAPI OM»ap Wdth OorsenkANAWIADmI/Y )uOWIIaq HalSt(mlNNtmnelrspw[tr mVPors) YYYry L' aY mlO /OY aY lab 100Y mY lmin IDY f} "'" wdaa R1u.Wr TmwAva pl-FA, T�Tdw• RRIMIIN TeYri- RMWYr wdw/. fw-- R T&`C` ft-04. TnMdun. R.-h, wit's --v- nwrIW LfNa 120.].21 Laura lo.Sp twaa -1 LNHa VaaaA IAalry Loan I.W+ IOa6y L..f.a LOtls. l..Aj uiv f N lwdna L.aanl L.Nhp gY ■074 r` AOIn.TUb/ 6�. g g �S_ Q s i s s_ g. '� c= s s.. Munon1,11A F a� E as 9 9 ! d 9 d 3 F8 F8 All8 a i F8 d Fi a F8 F= 3 ! F8 8 48 28 � F8 11 OY NIU im ImJ aX 1n0 111 nob In INA IN Ina at Ino /at INA 6+l Via lilt nal All INA nIo VIA DI Ina ur ila.o al RiO Ina Ina al Via Ila INA RI ISY nao lw lmD AN VOA ao 11no 1". as Iro.a Vu INA rl V0.0 Itis NIU an VIA '!V INA No 'm IIm Ina Lm violIrl 1Ro r/ iia Alai 141 LII w inn-. m.a IIr Iml 50 fnl rt W nu RI inl 1fa Trial Ta Bao INA i nI 717 IID. NN +710 IN IIs VIA Ina /N nao 0a2 AIA n{ faa Ata 1nD 7N NY in. m Ins fa Ilm a9lls flu IR no IIIA INA eat n.1 uk Ina III IRA BN VOA w Ina tan in. at Va.a Mal 1»0 rl Ira Val INA tlt w mY MA a9 IM. nl 1.0 Imo naa at 110.0 tali ImD aR ITU Bll 1roA lr R. 1711 I/U 1a7 INA 1m Ano["A ] as Ana u0 laa 21D LICA 10tl Df. nao Do 1nA tIs Lima ll0 ITU ND 17u'IIa InD 109 naa AIN nao ion Irol tag 11u luz +6U low InaA an. +RA 1111 IV;) Rm In.a int Nla 1Ra If1 IroA >A Ana iia mJ tat Ino tLr mA Ir6 vU tt6l Ino 116 1RA INA NIU 1110 WO na Va. a irl IRJ nM Ina Ila'nU ma nY in1 10U Ams m 1ro0 vll ITU VIA V. fia mA 1ffi r1.I Ina Vu urs 1k] V» rU Ike alae nR aaf1 vu Isis nu'rM Inl 1m2 tai J nY Ino 11II uva n) trio iNA159 Ino mf 1170 Ism 1650 VIA alt ANA 1116 tm IV.s lar ul] m1 M7 ism Tall ] ISN la] VIA N V9 m] nn 7 & z nY Va.0 1161 Va. Au INA Ala 'm.o 11% INA fm kU mA INA tm I4.a Q24 oLi N77 t1f.1 nr +m.t uR mA list rJ un I'L1 .9 un Lal Ilan Ed! ILII ta.a IGH21 WY vU Ilio uai Al[ Vu tilt IaJ IN I.& Allo tOTJ f!I rJ Itis lL] 9k ru 1110 os to iLl 1110 a./ Ila lu LIR 7VA ilia Ars no lu tl,. u] an Ill. 117.1 am t»] m n.A a6 NU /N au m 1/] rA IU fid n6 Df sU n6 11J sn RL 015 NA m7 1U Iii NAA m a] 711 Ala VA A] TV xA AN .6 nl70.1 IIA R] m lfi Ra !tA 711 NT 661 1A/ nlM] N7 W Til- )l0A nl 15.1 a1 3i In DA. Ln 7R us 19 R.1 m AU Rs I7] in a.a al 1L1 n1 101 /m n./ IN 11.1 LN TU ik 1aAA In 1Lf as al Tk aAr1mle 601 al all LLT /U DI AU am /u 6b IU 6a IIi IR ]U 6N >v /» ]L! sII ]0.0 W 1t2 al11ltl.iA Ik' u/ m9 ut M T7A NI lF� x 1NY W /a 1st /m xa UT IA 19 7U aTJ 4aa 710 71J /a 7u m i/] 01 Rl al V.1 10 1U m v Q O O a Z rn TABLEIIB ANCHOR CAPACITY ADJUSTMENT FORMULA Mctmrgpadry l.tll 101) ANCHOR CAP.,_,,,• mama 2n 00¢ea Ltaarc au FRmtAta Gal Neap. (21:.1X( ).ANCHORCAP.- etaH1D va sa aJ MAP Eta va•s9[No 41061.0 n7aM auataa MULLION CAP., ,,,, ArwhuClp P.Ho.. ata mONam' wtxauurm Uoaem aTz etoiNlcm vfF2a0blm ueoem A{glraV a-(in)B- Atf RU USETHM FORMUATOOBTAPITHE'ANCHOR [ ItaIaTL r Ml . - '• 7-Vz >1.a! r 7Ala +• 21n` z star z aAr. naa omar CAPACITY REOU2'EO'CORRESPONDRIG TO AN Emfeanml n Id1• Ada ASN' Ida z '-w• I-vr lIN• 411. uvr IA/f z tdr tdr nM' ACTUAL PRESSURE REQUIREMENT FOR THE 2Aamna uv I9tmlr wvoeelaAp all Mala 1mm xoom f6uan mom n m Rom T1Lm m aGm a11m aab zom OPENIN0.WHEN IT IS LOWER THAN THE MULLION _I 1ArtaOaaf.tY UN QC.ISIrAE(tr DeaOfTp A7 10nJmb NG WAxG xG Han xN IYA NG WA xG mzb Ran flmm- CAPACITY(FROM THE TABLE)OF THE SELECT® ' aArtiv.azun.v.al W21AAR0a 1016 lam ion fin an limn fAmm Rom liam Iw lAob TAA. Ham main. ®ACA own -Timm- MULLION.]TWILL YIELD AMINIMUM ANCHOR aA¢Irf OOSY MYOC.1vlAp,IAa.fOa•Mm as Nq WA NG• WA. WA NG 'WA WA WA NN WA W.a' rIG WA ..tYPm CAPACITY MCH MAY BE USED TO QUALIFY . tAnlofl Fcp 010 a1 '9m tem M. Nem eam inn Inn mm mm IDm Tan M. Va. 271.. man: AD D...AN..PTI.NSFR.MTHF , AAnaaa Lt:Rn o.OIF No. sub NG w Nu xG Imn NG wA NG wA WA MIm ani VAm 1 JANCHORCAPACTTYTABLF I`RgU�TRMO.Fl t2l ^udder W FIGURE t: FIGURE2 TABLE NOTEB: B+y' L • I)SEE SHEET I FOR IN87RUCTONS ON USINGTHETABLES AND SHEET 25 FOR PffORM4TIDN ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD& fly Ilmb l'NAILI +1l IIIIlI 10 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANOOR OPENING WIDTHS ISALLOWASLE 3)MULLION AND MILLION CUPS SHOWN ARE HOT TO SCALE.FOR EXACT DIMENSIONS,SEE 31 +C JISF'•'•P ' COUP MUST 3HEET&21.28.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RMITICIONS Fe • 0 BE USED 6NWIN ON SHEETS 21-21 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS- No.50105 _ IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •(/1- ''L GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE FIGURE fk BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF OS5.ALUMISAI SHALL BE E BOO.}T5ANOBEAMMIMUM OF.1-1HICY--9TUDSTOBEAMIMMUMGRADE33AND 'i n'-,ALON10�-.l(• �� 047 THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT LEAST.I2STHICKAND A3(L ALL 'i�15`5.....•.. (GC• • ANCHORS INTO METALINTO O DTEN BE STEEL, S.S. R410S SBEYLND THE MATERIAL 1 1O�JM SI • 0100012 ANCHOP91NT0 WOOD MAY BE STEEL,188 S.S.OR 410 SA t2SX0.OA•X.1z4• ALYNNMILL�Ir,P.E. • MULLION FL P.E.058705 TABLE 1270 MWMn C."ellyTow � Opo"I'a lgm(wwr{mlyvord 8rNMane)o/gp4nbVH•IOM(1ortpNerft Itl51f8 moo00) � 6641 mb nth tab I left 106h tAb lob IN% Ntrr Num jB i•aGe tadry fa• +a•t! LN•'a INO.y Il IseRa laD•a -ft La4aop La•aa Loral I.a40ry int H ` � , a � Igfill, 1111 Sa fi �g l, 1 111 fillIII I Is co11 1 11 11 d Oh Imo 870 1710 4s 1749 TN 170.4 40 17070 670 1roA 606 Ima we 1TOA 010 17070 +Its ;T0.• 370 IDA IPIa 170.0 421 170.1 NN 1704 651 1704 Ims imD at tmv Im 170-0 ml p .6 Imo me ima sit Ima m Imo M. ova m Rav m }70.6 1755 into 86) 1740 139 1704 m IRO NU RO.O m ROA Imo flu 4M 704 Int Ima B60 Imo 7267 770.1 IM J N1Mb+70.0 747 IRD 670 Into I IN IRO Im ima /oN I Imo No ima 1103 Ima In.tlta Dm Ima 70 IT" 14% Imo 1N Ima 1716 Imo 70 170.0 zoos 1704 IN Into Aa +70.1 Ise K 706 I?" 787 Imo sU 170.0 IN $I" M IMA IHe Imo IN ima 129 170.0 m 1700 1434 IDA Nl lRv 164 Iran m 1mA 111} 1140 Ilei 170.0 2»I Ima N/ IRo MID 1708 111 W � V Oh Ima m 17a0 701 Imo toe} Imo m ima Im Ima 671 7mA 417 Imo m Into Ia4 Ima[an trop 1771 '704 +016 lma Tim Into tom im1 aim ima I= Bus ala 1700 mo 00 00 '}•-' 706 1700 870 iro.0 foo 1704 IH5 Ima 670 4704 07st 170A NI Ima 140 Imo 170/ 170 tAl Ima INe Ima IMM Rao 1125 1100 MH OOa Has +N] 7553 Ima 1.1 Ned Mm Ima 11711Vat Nb 17070 !T4 1704 TIA 17070 ItN 1700 ON Imo I3M Imo lot Imo Ism 1180 INS 1700 1743 1780 HN IMO 1700 IMP GO ima to8 1740. R9 N+A 24V BOB 12H I= 210 170.0 U10 7 w 716 INA tom Ima OD IAA 1270 im4 Hat tmo t4u In* lin 170.0 170 Ima 1MD im M13 17070 016 1700 2120 Ima INT Nee MN }704 160 124.0 2170 Ima ISM 1002 Ma R00 I= Z 171 y, 706 IRO 1/M 1760 tl7 IRtl 1M0 170.0 1010 1700 1670 1780 120 Imo ION I7a0 I= NO.I NN tmA 1621 $0.1 low Imo I= Ills INC INA 140 tmf too too int} IL m Ism? lot m D yi1S• fib Into 1161 into 707 1x" 1391 I= tits tma "it Im8 D's Imo fat IRO loop lu] 0.w lmO 101 WA lot Intl Iwo 7146 Hal 147.3 NU M2 tom Itas um Mo tot 12rA tut Q 0. � e ) 06 Ina 17m Imo 1170 170.1 1701 1560 1711 70.1 tau as 1100 Ilia mo U1.3 Iifi 0070 LIN 1702 110 aA iMa IOTA IIA Ins ON NA 1136 0..P tie 70.7 1108 NA an 788 I= }ZZ- J s( +p} C mb 147.4 Ivo NIA to" im }228 DAA Im los /2M ;IIS toot R. ITA No ION IIA Um 1170 IDM RT 1710 124 +010 IIA UM 722 701 67.7 1271 NI PTT 481 1278 ml 007 Q ~2 toot, IN8 RI im 07 a.3 871 IO.o IQ1 Tao nl 77S 670 617 01 NP IA OTA IT NA eM 6L0 wl 706 Ott, 4x1 at 4070 770 37A 071 NA 702 324 /R ID6 711 N•W� � � 1716 IBA N! ud N0. fi.D aP IU AI! 70.1 111 788 670 !m 820 770 MO 818 BIT 770 472 818 OW iN M7 700 qA, 706 u.l its mS f 2 21d 111 It 'Rt R+xR+ll imb 7{.{ lu 701 7I1 021 760 Nd IN 811 7M d6.1 m 055 7M 104 860 DIA iN NA 877 37.7 IN 40a m 31A 7D7 ud 85.1 VA IN u.0. Ni 278 TN M./ 07 7T "NS 1706 al NO N] e01 MA 616 3170 IIs 313 boo SIA Nt D] aN 2V N} 43 aN 25 to MA 701 22A 474 112 006 108 NA M8 706 172 470 15] 01e ISA 006 Q x q i• TABLE 128 ANCHOR CAPACITYAOlUSTMENT FORMULA- A.1mrC• d T•MI C�jA 660214 t - mme H00arLN0 Flmi4v PTWmi -a t -)X(ANCHOF�GP-.. )=ANCHORCAP.- AIBAr rA. vwml team Ve E}DUI•vll NIr Om .0'eb DaN yr L}et76am 170.98 FAO us 5110-Et.vrNOea Its- f121W IC66• Me00TCip PaHrtru 0.7+170 ApjD46r Uk•Im AmIt".uttrtva)k-m Srnr tva7 USETMS FORMULA TO OBTAWTHE•ANCHOR capepWta n1 t• 2-vz t• 1-557 Pw r 1-im 81? r .sts. z ow D6r &W CAPACt7YREOU4AE'P OORRESPOrtDtNGTOAN '3mbweee .Dam ge tars• ler r 0.-w• ear 14.. 1-0.r 1414• 1•vr T f.ye' tat' IRn ACTUAL PRFSSUREREQUIREMEM FORTHE 2 Ors RGr6T•araao•d_ to tion a 4706 b - 0.D INb 211 Tan• _ w0 .w0. 7. W. Nat OPENING,WHEN N IS LOWERTHAN THE MULLION 4Mme 921-1 ]6'Nh O.G/DImm.UOlOAea 010 T40b 7eb (:tot NNb /GAb ;IAA 7®b WA Dub NN ONb NA N2a 'mu 112.6 CAPACITY(FROM THE TABLE)OF THE SELECTED INE 9 110•G/s sOM1 018 W., Deb 1Netl WA woo -0 Nal mo. �N/A WA 1Be mMb. 1sRb K6pb MUUION.RWILL YWID AMINIMIMt ANCHOR DAAclaagr4Wloa.r zatmbaoaraq 7706 SNb llob 76Dsb 1704 N0. 9Db ret. 1706. Ilse N2a 896 limb CAPACITY WHICH MAYBE USED TO QUALIFY BARIM®rN6O.G/ 2d Amt /M0.Q 11701 }INb tOAb 9Ntl 16441 e40b TVA Ilea 1;716 t. 2N6tl IOUI01 76ZIb tMOb ADDIT70NA1.ANCHOR OPTDNS FHo2a THE 570¢170 1NYhOC/U Wa.RrAIA.Otp.rT 7701 1161 w NTA IW 1161 NA Nat 7a NN WA 14A 1070 15570 ANCHOR CAPACITY TABLE 8Aa6o0v06rMn QCJUOA 66.ilSAMt Ftp NTA WA WA WA - NN WA 106 WA WA WA NN 7006 1070 tl PRtODULTREVL4ETf 2 tarNrt OalF soot onb 3istl il3b 7Rb 1344 tePtl NIA 3706 NN 4346 NN MIt uttl o7b UCTRrIM1bD17uH1 3707070341 1]}•iaD OGIPQ 1 Dmt mb m0. tib NG NN Soon WA OOb W.0. WA IW 6111 NItl aOb "14 ND7E:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALLESASTHE STANDARD CUP. 6rMaEimm0de 1(0'0218,041 C�CIRCIE)VALUES ARE USED W THE EXAMPLEON SHEET 24. FIGUREI: FIGURE 2: FIGURE. FIGURE 4: U7 • • • • • • : 1)SLENOTFS: 3.000 6B Rade 7mdod r Ifi1111111/r • I)SERALINSALLAINSTRt1CTi0NS ON 1!41476 TNETABLE6AN0 SHEET 26 FOR INFORMAROHON L6tOW6.SEE SHEETS 24FOR • • • • GENERAL INSTA.U171gN METFgO& :4�nN••cENg A7Jjt�i FHLWRE& FIGURE& 2)L24FAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOROPENM WIDTHS ISAUDWAB[E Y�.:'13 F'''•y'P t • • 4.000' No O07D5 S1MIJILL EFIEL NANOMUit.1DN CLIPS SHOWN ST6ENOT TO SCALE,FOR SHUTSEXACTI) SSHOWSUGGESTSEESHEETS 2123.D.AP R BMATE HOLE • • • i a THE FIELD FOLLOM7NG D2AENSDNAL RESTRICTIONS SHOWN ON SHEETS 31.23.FIGURES SHOWStRiGEST>D.APPROOOMA7EHX7tE � p .r.7 FgURE 7: FiGURE9:FIGURE4 FHR1RE 10: ANGLE CUP 4)SUBSTRATES;CONCRETESHi6Li.CONFORM TO ACI 301 SPECIFICATIONS.HiOLLOWANO GROUT•FUED CONCRETE BLOCK UNIT ,LOCATUM U,;'.. s TEOF -,J. a (FIGURES SSB) (CMU)SHALL CONFORM TO ASTM 90.WOOD SHALL BE PRESSURETREA7�Yal.OW SOUTHERN pINEWTM AN SG OF 0.65. rrrr�C`S'•FLOfl1Or-• (j;�` • MUST BE USED AtUMWtaA SHAH BE 60834SANDBEAMWMUM OF.125•THICIL STEEL STUDS TO SEAMWIMUM GRADE 33AND.04W T}11GtC(18 2'X•f•X.2rMU4LXW r r y�QNAi-�t• PAIRS. GAUGE}STRUG7URAL STEELTO BEAT LEA9T.725'7HICK ANO A38.ALL ANCHORS INTO METALSWP.L EOfTEtiO AT IEASI-3bY`REW • • THREADS BEYOND THEMATERVLL.0106612 ANCHORS INTO WOOD MAY BE STEEL I"&&OR 410SS. A LYp{�1 A'dLLER,PIE. FL PLEB SSrOS TABLE 1370 MUNMCa Tabs• g �g O nM MAdlh(fa50Am10epat-d ndlati3)Drop•nBIB H•IBhkQaltdilD11o1/' 013019 Dafa.) � r Nb Nh 10b Nb N4 INS, iMb Hah INS Rmb4A/ TI wf.& F.g.9g. upmllp R.A•pW Tn1RG1•p P.YWJ. w.* 74507.46. Trpml.a R.A04nOS+ DN7bp --a/. vvm w R I.V4 W14br9. A.W.A. Wnim; 6x2f .i 0.F Im" I-" La.bp Laaft t ft L--*v I-" L-ft $ .L do I-ft L� Lft L� Lml. aL.*v Lada lu•r0 LaOq AIu1x Oi L61dbn 98 &8 !B 28 3d 98 2 58 2 !S8 1$d 9d Z@ 9& t8 38 $ 48 td 9B 28 !$ i 3ddSfl t8flB i6 2i Z ra�Sm W Yh Ina Am 1740 C5 I Ina 7" Inc Q6 IAO ON 170,0 M 17Q0 fN 170.0 BY IlaO 1110 1740 69 17aD 24/0 170.0 611 Dm Alm IItlA 6H D40 1736 110.0 ml 1760 1001 7440 621 JO�.I h Ab 1740 70. 574. 624 SroA ON 1740 624 1740 110 1700 NO 1740 if9 t7aD m! 1740 1275 AHD 4D Ina 1417 1140 Sm Rac DN Ina a0 1704 IW IAA 0.N H0.0 12w 4740 500 1 yALAI m.NSh 1700 747 IRO 505 Imo 0. IMO NI Imo IDA Ina 04 170.0 Has HOD 170 Ina IS0 AT" 747 1X10 /450 IR0 IN IRO Nm 170.0 M 170,0 431 IAA 7M Ina SM IRO 136 K N Nh HdA 7a SRO /tt 1740 ip /746 e0f H6D t!A 4500 IN 7140 1110 t74D as 1740 4424 1740 627 4704 4Sa 474tl AN TJ69 4012 IJ00 001 1740 II3l IRO Wt 1704�Mm IRO NI mW a 0 Nh 1740 Oe7 IRO 10. IAO IDN Ina 707 170D 1240 IAO am 1704 1417 IRO Om Inc ism Ina 506 Imo 1771 IRO 124] 1140 2170 Ina 5024 00,0124791IAD tai'IAA all Ina 100 M ami Nh Hoa DID SMA 745 SRO 1101 IAA ON Inc iia 1me SO Inc 140 1740 1016 40.0 1675 Ina IM Ina 10% 1740 Ha IAA 3211 IRO Ito IAA TAS IAD fRt 4740 MIS Ina 1171 F f6 W Inc 111,/m0 TN 110.0 Ito 170.0 Oa 110.0 A Ina tOat AIDS 1631 HOD ION 1704 170] Inc 1101 I100 INS Imo 1210 IRO 234 Hao 1270 IRO 1717 IAA 196 Ina]117 Imo INS 0 nb ITA INA 1100 SM AAD im IA.O Ha It" 1401 1740 1176 TAA iia 1740 193.' 1740 HD Ina 1316 Arco IAM 1704 Ito 1rO4 7550 /NOD H0 Ina 2074 1504 i0 110.0 ISM /740 ISa Ab /744 1127 Inc,247 I10a ISA 17" HN Ina AM f140 190 f70D 2401 Imo ISH A. MIS TAD 1121 1740 2243 IRs Has IAA 2602 Ina INa Ina 3HD IAD INA Ina 3001 IRO ITO .�.I � 76b IRa 1151 401 707 Imo 7151 IAA HN it" ASIA t10o 1750 AAA N&D SRO AND D4A 2X2 RAD 1474 t7O.6 21x2 Ina tax Om!003 1740 1724 17ao = 1140 1777.volt ass Ina 1730 a s W h 1740 13H 7104 I'N 1704 13M IRO I>s 1740 1150 Datl 1176 1504 1113 1500 1245 7500 7701 1140 IAS 1704 2600 Ams 1010 A. 3101 1104 IRM IA.O M13 IRO 501 Ina 3243 HOA am _ p ab H0,0 119 too 1737 AAA /710 TAA 7424 1740 1501 BOA 1242 170.0 1�l 1760 170 1704 755c f70k 1362 1764 2013 7704 IOM 1640 3fa 1700 500 Sw.i 3410 166D 2770 J2" 31a 724,/ V. 7•• .�4' 1O 0.ar fah 1704 1650 t7aD ilp IAA IBIS trop Iw7 1140 ml 1740 two 119D 2E0 170D 2070 Iw.a aet 1704 0.H 1503 ml IeIA 9!3 1116 a6i HOA 2241 IDSA AHI 1210 SM 011'961 1164 9a lith 1740 1651 174D ,AN 716.0 Ica 1504 1= 7700 MW 1740 SOH 110D Yffif 1700 0.A YwA 2812 462] 274 4244 M36 1441 2316 133)210 D44�13.ktE 715.1 IRO 014 M72 tai 2246 ALI K DOh 110D IR1 Inc HN aO.D ]IM /TOA 1t® 1341 -- MID t0.l 116.1 952,HU ITN Iml ZD2 1271 IND ta.1 9'J2 110.1 HAS 001 972 Oxo W HN 0170 7274 0170 faa N 3 N Nisi 120.1 15% 120.6 1443 1013 ISm 700.7 1173 0.A IRA OAA Ha H3 Dw 647 4310 0.6 1501 H3 DTI 026 1124 617 ibtl b24 AAF 3bD 4.3 fia 541 fa/ 4U 190 Q N Z N TAB Oder N T N ANCHOR CAPACITY ADJUSTMENT FORMULA: M 11 ew. anarc v 5531330. Ibio•pau 3,1.61341 Pr Mw A74 UW '3 Yir Et• 1M BOEw Y/t FJw iN•B6EA+•106024 a126htl ./f BIM MULLiDN CAP..,..r AndwC6APe1Nms AM4o1 011111 ilAbcm veEbO1244.00 Da.. aK6•Epassm UP Em11b A/o10- UL ANaOaw S-fo3}6rmrta5} 4aa.(a5 USE THIS FORMULA TOOSTAN THEANCiOR Fw.01a.c.IN7 r A-W r 2-IM a.fu 1• 247 C ale r 3+w r 6.Ar tl5F• 67 CAPACITY REQUIRED•CORRESPONDING TO AN E.aanml 104- fat tar Rw r Fiv IoW AAI-, I-.- Avr I•BP r' Ime• /0.T 3•p ACTUAL PRESSURE REQUIREMENT FOR THE SAI.a.04rr mh a7ehr.Wnaama N/6y.Ix SNB INb 4504 mow -low.- 7Mb Tm Sm" III. SH w a33b Sap Map mob OPENING,WHEN IT fS LOWER THIN THE MULLION 4 Aa.M. 4Ar eth QF16WLL30.Ohq WOffh.Ot /50x0 imb bap 1124" SID" mop YD" imp IAwb 7Ab iMW 1602" 661" 65Sb 1127" CAPACITY R04 THE TABLE)OFTHE SELECTED /A-I $.TVU.oalel.crs(a 3Cuptrh.+7 ilmb Hap tofu" 7i-.ib WA IW 450" WA mm. - " - D0•F -Hmb 916" MULLION.IT WILL YIELD AMNIMUM ANCHOR AAniFFn @rw.l4c.IBSTSArp.Oy3f B'b,k INb Fee maw ISN. temp "N WIG; WA 770" TMb 650" 'M. 014 aab �t1Mp CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcepn Or OA/(A. p coolmoy 1324. ma" Dm®. ]IM" sm. ta0b I1Mp WA /6M" IM. ImOw 3IYIw .5655. ITm. -oft ADDITIONAL ANCHOR OPTK)MS FROM THE 13450450 IAM60.CT(BMAA*CSmI 77 HIO" IM. Imam 37Nb NA l4M 56mb WA HN" WA nA. 'WA 3500- 7DHp ]kap ANCl10R CAPACUYTABLE PFIGINICTX6YISBD' t 4AIr7ea 1301Itln OC/11 Q5240.7301445 Pp.6 WA WA, WA WA NA ilh WA WA NA WA WA WA 104 WA. A4ab 54101150 O0A1'tM.BRlIIS>p bb.129'A3m.IPa 01 WA WA. WA NA I/A .W Nh WA WA WA WA WA WA Yat MAW manyd7b x110Ib Pp•ib 2Aroro.oa6r7r4 actFpp 507 sN" Sap 4Nb map HNp 2mp 964364- FW " Ma" x/ 506" .w0." 131" 4426 moa I+-2000r-I DA"'I1{s-c21s,.o$ A!Alm 1./1'ih Q01 F{b 0h.11 Gab lab NSb t . WA IIP 410" WA map W WA WA dqb 0.5. 1f9p DW I� � NOTE:FOR THE OFFSET CLIP.USE THE SAMEANCHDR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: B7 FIGURIM FIGURE FIGURE FIGURE 1111RE 6: FIGURE RGLIRE 10: IMURE 11: MINA 2Ae¢I • » • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1AI 11111/1 LOADWO.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNGWIDTHS IS ALLOWABLE h'�:'�1CtiNS(I'•6j3�� 6.1tDD' e3':. l • • • •• 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR E7(ACT DIMENSIONS,SEE SHEETS Nu,56705 '. • 21.23.HOLES TOBEORILLED IN THEFIFLD FOLLOWING DIM5NS10NALRESTNICTIONSSHOM ON 1• • FIGURE& FIGURE FIGURE 7: SHEETS 28013.FIGURES SHOW SUGGESTED.APPROXIMATE HOSE LOCATIONS. //• 6 R.R • • . . C713PP 4)SUBSTRATEffi CONCRETE BIIALLCONFORM TOACI 361 SPECIFICATIONS.HOLLOW AND GROUT•FIUED '.�••' (FOGIIiES CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM O90.WOOD SHALL SEPRESSURETREATEO "O • • • • MUS BE YELL (u OW SOUTHERN PINE WITH AN SO OF5.ALUMINUM SHALL Be GD53�T6 AND BEAMNIMUM OF./2S %'t' '•;!2Ofi0P:'�(;;`: • • • • • tSEDN THICK STEEL STUDS TO SEA MINIMUM GRACE 33AND 24VTHK]((/8GAt1GE).STR=URALSTM:ro PAR& BE AT LEAST.125'THIC(AND A35,ALL ANCHORS INTO METAL SWILL EXTEND AT LEAST 33CREW I7• ty1�. THREADS BEYOND THE MATERIAL.610 6 472 ANCHORS INTO WOOD MAY BE STEEL,III•B SS.OR 4105.3, rMUu� A.LT�NiF1MILL�R,P,E FL P.E458705 TABLE I-0A � YNIwnC.w Te6N OPanlnp WMM Q«temaery.. f0 ar oDknNymwam(NrroaxcakaMwrilromwa.) af�e 3 Wn Mn /eh mnI 9Vh It0ph mi, r40b itleh II PamVAr I navm.D. Ratuo2r TdIMJi wgteyln rRJ}A w Pat Qr BMfNa P--11 1-110 Red.OJV TUMmR PMI— 'n•VtAW. .. w'. Pct.W. MMW �s 12ra211- 10NND I-" L..am 1afSD L� u-sm 1-ft taa9e9 t-ft Um v t;to0 Ludy tufiD tmDp LaaV Lwft L-ft taadta lilt I I I # € _ � m ah nl_ I 52a /61.0 426 1A2 610 1aa9 ata mo m0 1149 aft fat 63e 114.8 411 00.1 ® 1x1 Hf 721 e! 1344 H7 6a1 IN IUA 4H 61.6 @e fall alt 10.1 IN 1341 411 0 Ab 0" fW in. xif mb Na ill ago $10 am eta 0x0 6a4 403 9ta a1J dl1 am Tlt 1M A3 40a Tae ata 482 am Me aU 340 403 lab ata a02 M Me aN _ maim IID am 91.0 001 so 3834 1D3 M m9 NY MD 3491 -6 NY W. 41T =I—j— 112 a61 ale >m au 362 636 363 mas a5 2m 211 ae] ete 2m 73 �d'Y •U+l• "k mA aft Tat ]OJ ffia 2N 812 161 Aa ata alr 2m a2{ 116 052a3 I77 3a d9.9 25o xi4 -!fa 444 2a9 m if6 /9.1 2N 212 ala At 210 xz 050 4.1 2e LU mh ago 100 W x19 412 a9 a47 24 381 2m AJ 214 ]6D 2a #.2 NY Ii .b 29 64.9 191 K) 2m 014 2u Re to 12 2M 17.7 250 1x2 201 166 268 Jix 7m ((I]! m W. 41J mase 100 3408 Tst 161 160 as 2N ur 1o3 2.C7 2N 019 fm 217 att 29A 188 2t4 ISa xa9 t64 17.0 3481 ]68 !m Ila z34 A8 tm !xa T31 1e mfD _J mh 11.34 210 &4Im 11.11 213 all ITo 23D 213 29.tl 719 2t] ST.O 1T3 T38 2fa at fro tfle T70 34x7 1W 166 213 232 mi tlb 2fa II.O 1m 1t6 211 II6 Re Z QDN.• a• +.�, Ttit 266 fn aaM1 168 9D 116 No t02 Saf iN IIo iN R.t, MIM.2A3 iQ 169 t1➢ 167 foo — �} } ]eh 341 1m 2fa 1m a3 tet . i]J 17A tet 1H9 1V 1l] Mt i7A 133 J r11T 76n x26 161 2x6 131 the iB2 iD9 i0i 161 163 ita f2o Q itI r Q O " ABLE 14 '• ANCHOR CAPACI7YAOJU9iF9FlfT FORMULA: Atuli�Ce9 T9eN k AtiG}tOR CAR,.,., 4H 21R .. 6Ak t>s. Ibb6e2tU FltlWi P M6Y �� (D w)X.t- .ANCHOR CAP.o �i4 YD r N10"Eko fMmEkO 0lIC EkO fN'9a Eke 9t0Uef 9R31¢I 9U0M FORMULA LCTOOBTA if 8 MdrofC{tpP9wm. AUIII Y1D'EkoUwm L'rF2e18tRm ikx>un a•10'EkOVYe[On IRPEtoUY6m N ApDeCab tweet A♦QNAttM saegm}aer 9aa0 pis USE Titi$FOOUIRED000 CORRESPONDING f,)„J+• X N ?L El9e9kuce P 212 r stir. str i• avr t• a1Q z syr z aa7 oa4• nau CAPAOIT'RE4UIRED'CORRESPOtiDWGTOAN t0$!, EmnO1aN tma 16M tyr 1S•r z. tar tvr uvr tya• wr tvf z tar fs'r t.wf ACTUALPRFSSURE REQUIREMENT FOR THE fAec4at Sun. ..t 1a t }aoUf 7Ww maw t5mm tOl6u Eau m9a taA t®m raeb mam 10oz6 Imo m OPENING.WHEN IT IS LOWER THAN THE MULM CAPACITY(FROM THE TABLE)OFTHE SELECTED �Q MILLION.IT WILL YIELDA MINIMUM ANCHOR E Q, a CAPACifYWH1CN MAYBE t1SEOT4QLW2lEY ADDITIONAL ANCHOR OPTgN$FROM THE AN.DN CAPACT"T/bLE, TABLE NOTES: f}SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AN,SHEE72D['DRINFO}ttUATI0.-4 Oci LOADING, SEE$HEETS 24 FOR GENERAL INSTALLATION METHODS. - I•-1288•—f PRGf}Ut7n`EYfz'SD - re e6mgP6i wile o6 FiQA3a FIGIAiE 1: 2}LINEARINTERPOLATION eEfWEEN MULL LENGTHS ANDRBLOPENING WIDTHS ISALWWABtE T DuNlug Ooee.1 1 mt+.,602fa..�ZI, � 3)MULLION AND MULLION CLIPS SHOWN ARE N0TT4 SCALE.PER EXACT DIM@(910N9;'9EESHEET$21-23. .. � — * FlOURE9 SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.RESTRICTIONSSHOWN QN SNEETS2i-Zf. 2.118• a7 M ANGLE OLP MUST BE USED WPAIRS. t1t 11111! a)&lBSTRATES CONCRETE SNAL!CONFORM TO ACT 301 SPECfFICA7Xk18 HOLLOW AND GROW-RUM 126• I ed0 ODNC YELLOW UNITE WITH N3 CONFORMTOASTM SHALL BE D8f4ULBD BE A INIMUMAT.1 YELLOW 6DBXTS OAtX3PHDBLCTURA STEELTOB THtt2{.3TEEt5TilD3709EAMIN1MUaORADE 33AND.eab'TH1Cft(1$CLA1XiEy.STRUCTURALS7EELTO BEAT LEASi.f2S'THIC}f AND A38.ALL ANCHOR9INTO METAL SHALL EXTEND AT LFA;R390REV77HREA09 BEYOND 72o'X2tf'X.f18MCALIDN 4';'• THE MATERIAL.0106012 ANCHOR INTO WOOD MAY BE STEEL 18A8A OR 410 e.S. (INTEGRAL FIN MULLION) - ^: No.SB'f06 _ l� S��tQNAL FL P.E.066706 TA18LE TNA � - Mullion Cap.ft Cap. TabM Ott '} D"Dtmmth(fwv timifapu3tt4mlLnn}arODMtnpkekMQartorf]Me4�3DHriry aN wb Tab wb woo iwb 1mb twb twb toevlal• ApmeYy tbarplr ROA01r4. 17x1001• TWIVAtq. A--V`Ar vion-it na<t•ar itpmup ROmeow lb.9. llrAmm mamma. f.*. w101 Q �g 731']0 Ia4eIA 1a01$$q to44�m lana td3$$L $LOema 1vJN L-ft U." tAaana Lwi$B tAMV $laa�i I+d"Qa t+sb'• ts44a totly !p�$• 6 111111 cnrEM6wu. d I if i 1111 R If 1111 ff if 11 if 11 if it f R 1111 111 if 11111111 11 11 If 111111 .m 436 trOA 4]D MAY IM 1104 ru MAY Ora 174A 604 Imo 9J6 110.0 M trao 610 170.0 flu IDA M/ 110.0 174 tra0 alt IiOA rue 1100 wl IDA fro Im.D MI 110.1 lIu IDA I BI ,J � Ash 1mA ra Imo 621 /mA 460 IAA 4N 110.0 m1140 2! IDA tin 1mil at Dao Rm Imo art imA 1117 ima ma val 1623 ima RC 1544 IRS I= 4w H42 im Imo NO 60=b IMA 7. OYU mi fmA W,I of 1100 1011 smA mA W 17" tin 1ITS IMO I- DILO 741 101.5 1443 1mW ma A IN IMO 3OYU 1173 1445 IDA no IMO Ha Me tae CO lib TMA rt7 ima 412 imo He 110.0 aim l a HDBA 754 la4 IDM11 W A IM tM4 UM ima LD1 1441 17]1 170A 6w Iminmo MUn 4 s tL tom Lina ww1 1 1W in* W O wb Dao 01 ima.701 SAA twit,'no 7W lou 1.4 tMO ON101 Ira Imo ." =A DD I," 4w ttsl tau flit WHA Mt 101 off 1216 101 617 M1 1114 101 01- Mb Imo w0 I= 744 IMO 0111 IDA MO 1642 1150 16611 W IDA Udo LMA H 01 4 1114 itw Ilia 417 1Hw t3L3 IM H 054 13 A 67 u/ Mt itw tr41 am 611 Ha 1241 610 W j ab 1-0H4 ima 318 OVA 1044 foe 6H 1344 IWa 100 M! ItU 1044 1311 w0 IOIA toIna 46 HA 1014 111186w M! IOIa 1BIA 711 05 ION 1062 410 67.1 1044 1052 au Ing T Y Mb las 4w /17A 7H 111.4 6w +m0 To to" no tin m1 00 No tomo ria 742 W wA ria m4 460 wo 105 07 W MY bn: as W no 466 140 1m 7" m 5 � T� mb 1ta7 7w imi offaaa TOO tai Om si4 m W W 712 ISO A" W Mot 7w 75A W WO 7w "1 ew AU ip w.t 631 al 7w 411 410 AM M 614 617 M 8€$ $ 716 110A 7m 1166 Ml a3 TOO 44.1 60 1 mt mt 04 W 141 1 740 711 al Illi IM me HS NIA 760 w3 606 411] 7w 04 N4 314 750 Mo 6Y 30 Na S" 6a mm Mt W NA w0 0t W azo 411 HA .Mt xo 103 411 W 4LB 410 01 W AAA W 0t W 440 -AM XO W M1 Ili 214 .rm 15.3 W 7Al m 714 m wb M.{ 400 H.1 443La" 456 blA 4a 174 /H 441 437 ul Im 3"1 421 310 40 w.i 110 2017 106 '171 Ia w Las mt' Iw 211 .4Bs 364 3H taA IH 15.4 am W �$v loon ul 331 ul 317- X4Ja 0s 3ta Sas 5H 3111 344 At 5H STI 39 331 3H 314 M3 704 501 w 176 VA W 10.7 171 IU nt 1rl Ste 117 8 flfb Mt 310 341 517 514 510 150 330 i7A 310 ]sl 37s 214 310 145 no SIA 510 234 1711 fai 510 341 613 IND' 310 0i to tmN w.i 617 wA 26i 113 f0 104 Su H1 itt 234 1w 110 tit IaD fill !aB nr DA 210 1M b Irl 110 ILA 2H Q.6 M 3 N TABLE 158 $ AacborG TabN ANCHOR CAPlICDYAD3tki7NENT FORMULA: 170 1234170 54171010 lloeoe u - ANCHOR CdP.,,,..,• dd Nee rr 3wu (DP)%� �.ANCHORCAP....- tYir2te We4F.ce Y4.OIw WW4 sla 4S2aHi H2 alw MULLIONCM....d. AnMorCID F41Nm• AlttnBot otf4'6bWxm lA•t3u lwmtm UOIa•1 sfrE4o1A1oaz1 114.3totbxm Ao•p W, Huerm Amadel•5,-Ott)8-(G3) 6•wfm USETHISFORMIM TO OBTAN'ITHE'ANCHOR FAOe 041.4411 r 1Im r tam Sur r atm r I•fm r sur r aa• aa• o.M1^ CAPACITYREOUIRED'CORRESPONDINGTOA4Y' enitoac.4 tSw• taw• tJ4' f-W r t-W u1M• i-W >•nr f-lir tale r tar las• leael ACTUALPRESSUREREOUiR9AENTFOR THE. . 1Npi1•nO rtN GIW- lrL o7 Jwb 7Yeb 4aq OBOb 1mOb 2mb 3006 3746 .As .141. M. sub 6116 u]b amb OPENNG WHEN ITL4LOWERTH4NTHEMULUON ' _ 4Mtm 4aYMn OAt WlWMf tSprDh ra Cs 764. rwb m m. 26236 w0 to 6wb WA Umb Hob -- -. Wb 8e3b ttAb 64PACITY{FROM THE TABLE)CF.THE SELECTED OA-AA 1ri•t4n.G.C.A ]ed M•• r .5K limb tomb 3eeb R4ab lnlb taA 91ob WA /Ow as WA trmb W,l la73b n37b tewb M111.(tON.7T WiLL YIELDAMNIMUMANCHCR CAPACITY WH]1 MAY BE lI3LT3 TO Ol41LIFY AIX7TTpNALANWOR OPTY7NS FROM TIRE ANCHOR CAPACRYTADffi .,• rrRAIDUCTREVISM FIGURE is malYa2t Wi16 t10 Flollda TABLE NOTES: ndmin4Ood4 AoxPmm Ira ib-cXZ18.E7� SEE SHEETS Z PON INSTRUCTIONS ON UBNO HE ETHODI.FS/W0$HEE725 FOR INFORMATION ON LOADING. �o $DLI $EESHEETS 84 FOR GENERA.NSTAtlATIONMETHODS. :.er FIGURE`2: 2)UWAR INTERPOLATION BETWEEN MULL LENGTHS ANDACR OPENING WIDTHS IS ALLOWABLE, MI h1 . 1111111 117 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM FOR EXXITDVFNSIONS,SIM SHEETS 21.21 •12F t L 4j,!, b, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLCWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,73. t) •""' FIGURES SHOW SUGOIESTED,APPRG)(10TEHOLELOCATIOW 30- 4) 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPEGFICATIONSHOLLOWANDGROUT.FILLED 50• `t�/• �17,4.SyBTtl�S 7�Y FIGURE 3: CONCRETE 00L7L UNIT(CMU)SNAL(XNHFORM TO ASTM 090.WOODSWYt.DE PRESSURSTREATED ^l/�/"'� (>:� • • • 4 YELLOW SOUTHERN PINE WITH AN SG OF 1161.ALUMNUM SFWI BE SOGiTSANDBEAMNIMUM OF.126' /""THIOL STEEL STUDSTO BEAMNIMUM GRADE 33ANDAW THICdL{1B GAUGE}STRUCTURALSTEELTO BEAT LEAST.126'THICLANDA38.ALL ANCHORS INTO METAL SHALL EXTENDATLEASTSECREWTHREADS BEYOND 30OINU • • THE MATERIAL.4106612 ANCHORS INTO WOOD MAY BESTEEL,1"$3.OR 410 S.S. �'t�•�•.�FLDRIOP%{jam~.` ANGLE CLIP(FIGURES 1a)MUST BE USED NPAIRS t{7Nt�ti-111 A.i>I14N 6V1.kEtR P.E. FL P.E.B 68705 TABLE TB.R � MBIBo1ih to TibW SS 78 WMlNtlarterBBm@y�igsamliptea6as)ar OpintaONa ht(� m�ffan) 77r7 asN Cb TO WN rod iCb 120 IS tad IWin R}e45S/e AIBVM•6 lS3A,aN vigim p bc�• a4m,o. R3d3^Plr TmaAm Rl,*gr Twm o BId..w TlgDhid. WoI393r T4Pn•o R3et•iPl• Tt3I/M•p R3Mp3P TP9ffea80 R CMAL i5Bm4pog} I+g>.dpmyg trgu•+v t+gaAyB tam3oji Tamm gad�yW imapV }Iaa4§V ictltny0 /mZ tg v t�1 1 fill I h I it y9 Ftga.p11 tgnanpBg iFmdr. p, ,- taam pY is If 13AYMULL S k3 8 i& 6 8 X 3 id d 8 aT i i 3 it i d Y A8 i 8 YS ii 18 90 11 Y N m [! ZN ad imil aB DOJ m mol 747 Imal as tma 0M MIS hoe Imo IC I= em 17"1 file I 1m* Wt 1702IMO I 17U621 1m0 Sias I"AD WI I t?ool 1736 1m0 sr "" 1m frail m � Sob 17"1 Toe 1mA sa 1mD ST0 MO 6M 7mJ 9M fma 610 naa ifW 170.0 ai im0 5475 1T" m iron fill Mo m 1n7 t6D 1100 MD Hai iW S10J m WA Im 170,0 tC mlmd imo 7R Rao 103 Imo em Imo 031 1mA foas fma sol Ina 1195 1100 776 110.0 ISS DIUI 747 170,0114H Ima 7M 147.1 SM2 I7ao no 1W.J Ro2 17oA 7M ISMS 1662 170.0 ma Mb frail im tm,0 I iD 47t0 479 1760 601 r7aD Hi9 1748 751 1100 1276 t70A W 1mit flat ma, W 11421 USS iia* iia I213 MS I STU Of i14J NM IMAJ an I WJ 1160 IX* obi to rpa� Q Wd 10.0 m Imaj ml Imo IOW Roh 707 ImD t2ol Imo W mi I3(• 11*A am 477.7 ISO 1768 m DW 1310 tau ill IMD 1301 137.1 102 4" I3os 147.1 92 718 I 1100 I iW.t.phi t/7 •�+ i�^ Ch fma Im fma 746 Imo 1118 170.0 450 IUJ VIO 1100 Bio H23 1347 tµ6 DW 1201 127 Ian`OM IHJ 1247 1443 92 940 t27 t312 M PA tM 1365 W 719 tU7 137.7 g Cb imop4 170,0 7W 110,0 lisp 170.0 m HOA Sim 1µT BW DU HC 147.0 so 1104 •illi 1647 028 IUD 1110 1241 071 CA How Holt on 71; 11C 110.7 IW µ0 Ila! 1141 W ;b mh i/li 1010 180.. m my fdo Stu Mo ItSA Iola DT; ea lol.0 101* 110 Wi oU0 two low 017 tat two Oka asp W9 tole no 710 W.7 1010 WJ 110 sail tA10 W.7 7!47 ' ] a ilSi rob IVA NO "" TW 1110 908 1220 710 C.1 SCOIW.1 ml ail Om 102 711 ria 1X8 68; 7W MS 1011 WA 729 479 009 71.7 NB 11.1 IM 712 710 120 910 ma Tal _ Z � Y rob 147.1 Mt 132,0 TSI 106J MI 1126 710 roil as/ µa 126 RIA WI 84! H3 108 tai 81.0 MCA OM n4 oM 640 W Ott $31 ISA IN OU 013 S47 #$Ia? en �- .Cd 027 /W 06,1 674 at Ula rot 001 0.1 647 as 656 61.7 as µf M6 47.0 m MJ W 41A BW 67.0 em Sia ON 413 610 WS Ma 612 MI 25A M/ 10.0 0477 mm BI9 6W 10.1 C6 540 6C µi 410 161 6M atA at 120 6M IUA 473 320 970 <l.i Im 31.1 606 361 <m 2/A SM 63.1 4$9 249 W8 345 19 2t.3 006 2LT F7 IMd 47J ld ail 410 30.0 " MMIUW 10.. >W 70.1 M9 311 SD 2aA 319 ITA4782 230 l/O 241 147 roil W 221 3M 17.1 MB 211A 3W �1 Ab 47.0 Das MB 37! W 328241 107 21A tl 473 m 221 /W 240 ]Se ie.o 1]0 107 3M I0./ tl SUB SW ill131 241 SMM 25.6354 720 317 144 iM 246 313 DA 1M 11.7 301 -- - � Q2US1013 70.0 363 O a 3ap7 TABLE 185 Aua cttvTehb ANC1fORCAPACRYADR7STMENTFORMULA: S-` ate ANCHOR CAP., m. �' "3 awlinir inWo,ss 1gS Com floNr03W fMgOU PrtMlp* held (OP,,.)X( )rANCKCRCAP._ Y1rEtx IMOS Div 6tN5•p5a iR•88�o s108M smat•i 3DBU• M1/11lONCPP.,,,,,,, Amor776s 31C Ea0tIG3Wr Vi•DoOURca1 317 Ept3baGva W Eptbim AnnmrClp P4Btm6 *hron AOWva3�a 1410010 ,0903036 lwmlro519anolml ay..Im7 �, USI:THis FOIYtiM.ATOOBTAIN THE ANCHOR eaw tb•.0 tnY P 4vr r Till' sW t• 471 P 3-vt r NIC r 0.@ 0.M• 0]24• CAPACffY REOUIRFI7',CORRESPONDINGTOAN SmS•MtN t•3R' iSr ISV' I.SV• r 5-tIe MN• 1-tn• t-w TSH• Ffti' r 1sa 11£ 1•id ACTUALPRE9St7RE REQUIREMENT FOR.THE 1A 436.6ma IPIY33A�5 /P7311 b SaOb SMb Web I700p Op 7tl SMp q DI 720p BUp 1p W2p OBOp OPENDOG,WHENDISLOYIERTWNTHE MULLION {AOCIM¢SY1rn.aC 717i0rlAr5p Ml zt 7306 7606 tD3p U7pp 33mp OrOb 6Mq WA }}996 23p epq 1-2 Mop Mip taap CAPACITY FROM THE TABLE)OF THE,SHECTrD aAd1p0 zr1• aar 733 r 0.37 11106 nmb wp zR9q r0c>q M65. Mob wA Isaq WA 1n9p Iva toWb torp Is3p MULLION.IT WILL YMDAMINNUMANt'M CAPACfT1t WHICH MAY BE USEDTO QUALIFY ADDDIONALANC8DROPTX7N3 FROM THE FIGURE is ANCHORGWAC7TYTAISE. PRObttCrtis um TABLENOTES: =vying WIh alFivi! 1)SEEAmT0a�u074176.1>219..03 SEES SHEEEFTS.FOR INSNERALIN AON LLAH NTHETABLE9ANOSNEES26FORINFORMATIONONLOADINQ E5 IBnOad 2021 SEE SHEETS 2.4 FOR GENERAL tNSTAl1AT10N METN00S, Sr FIGURE x 2)LINEAR B4TERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Mi F S)MULLION AND MLtU57I CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SrE SHEETS 21.15. 55 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRZTWNS SHOWN ON SHEETS 21-23. ,120 ,W. FIGURES SHOW SUGGESTED•APPROXWATEHOLELOCATIDNS, �� 1�_:�1t;t�^7sc'••.fi v: 4)SUBSTRATES:BLOCK MUT(TE)XILSHA CONFORM TO ACI T1 C40,,WOODONS.L BE PR AND rRTRE TED 3,200• NO._,2705 •• F{CURE& CONCRETYELLOWS THER PI (CMU)SHALL CONFORM TDASUM C40,WOOD BEOSS45 ND BEAMINIMUMOF.1 • • • • YELLOW STEEL LSTUD PO BEA NSO OFO.is.33 ANDlA1 SCULL.LBEBMIT6ANO RUCTU IMUM CFTOB ` iQi THICKLSTETKICK STOSEAMOANHORS GRADE O METALSR'THICK(16 ENDAT SALT $CREW THREADS T I Vl 8,� tEAST.I2STiilpcANDA38.ALCANCMORS INTO METAL SHALL EXTENDAT LEAST33CItElWT}BtEAD38EYDND 45843 j '•O ,_t $ .•i_t� zz THE MATERIAL 010 8 412 ANCHORS INTO WOOD MAY BESTEEL.18-8$A OR 410 S.S. MILOON .,,( � '�+C` N.URIUP C9+� ANGLECtm(FMVRES 1-0)MUSTeE t/SIDiN PAIRS, A CYN LER;A,E. FL P.EJ 6870S -.1 Loos�-- y tow "(I- r'-,286•-•1 ria 8 -•)tow r' -(1.000')-- I � .125' .125 2.7150' .125 3.126' .125• 3L 2.760' .i2S 2� .126' 20(� .1Z6' .265' 2.118' a■m 125 ZN& r 126' .560• .600' 1 1 L .976' '.375 0 ...LLL r -� -r -r r M°' i J = I-XrX.125MUUADN 1•X r X.375 MULLION VX275•X.376'MUL110N VX2.75X.6'A'MULLION f'X3.125X.WMULLION 115%1160%166'MULLION tWX2.1TXAwMIILLION y 500}TIIALUM 6061.75 ALUM. 6053.76ALUM. 808}78 ALUM 60S'H76 NUIL 6069.76 NUM. 3"ECTILINl ¢ O %SECTION %SECTION *SECTION *SECTION %SECTION %SECTION XSECiION m $ F 2 {-{ .12S• {�{(�.1z5. �.{1-.,25 in 7 J TA13LEA z w,� E• 2 STpNOMOCLD 16 ALUM. 0.76 KP Dlm nylon Value Qn) For MWllon: W 2 W 2125 %SECTION ..i Z 6Y.STE'CTION I 1608]-76 ALUM. 2I .126' B 255 1' lwftn5 a 0 .125 XSEC7ION L AWMnm Z Q rn o GZ= rr D 0.740.C OM Tllha N.uSbn ~ Z z o 1.,26 N z !c 4 740 % 8 B 2401 1•X2'%.375 C 0 4 Y S.ODD• AlUnd6un J N !n -3.1251y CUT HHNEIO .975 \ 1-----5Tp5 C' 0'� 7116s 6AWm V ¢ •375- _CREATE FClD.BEE MN {< I ,376'MRL- F� D OABO Q � 2 O MIN. T oUAILF SHEET4 A 1.815 1 -._ B 3.000 1•X2.75•'% K �r DCLD V.E=.R� ---- C 0,757 376 AI 60(MT6NUM. V3 ANGLE CLIP TOPMEW. 6063-TRALL M. D 1.HB �MUObn STANDARD CLIP NCfgR1KKEMU7.1N IH@7THE TOBC63.T6 NUM. BOUNDARY. 617FOR1NE A 1.312 1'%2.75% CENTER OFANCHORHOEMUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXWUM ANCHOR _ WRHINTHEOMHEDBOUIB)ARY.SrE HOLE MUST Iff HOLE DtQAMF:ANCHOR DMMETER.1118•. 8 3.000 ,BFO' SHEETS 5-17 FOR THE ANCHOR O.C. WITHINTHEDASHED C 0.478 AWm41urn DISTANCE.MAXIMUM ANCHOR HOLE BOUHOARY.SEE Tube MWAm DIAMETER:ANCHOR DM6hTER•IIIW. .SKMT05-ITFORTKE D 0.838 ANCHORCLC. TABLES .mBTANCE.MAXDAM PL1T Part! A 2.000 rRWUCr RBVIS8D ANCHDRHOIE Mug Dlmanslon(shoat ll/ B 26.77 1•X3.125% Nr""M7m4wihauFY1Y 6.500'--i .975 0MMErER:ANX9LaR Mullion Bfd.Clip 101101 Clip .!.Clip M016 Clip. MRC 0.683 �Mug A� MSN. lb 1(o_Oy 43 ,376- I oIAMEtER.1n5. 1"Xr X.125(5) 58806 USI13M 6881115M 868243M E685t/M D 1.137 Pin' Ow �2I'. ,. --- ______ ,' T___________� %r%.375 8008 58 868114M 6681116M 686244M 868512M j 1'X2.75 X.375(7) 68507 666116M 6861120M 668246M OM13M B 3'� lu XMS'An1.25 SAW im - 562 f X275 X.850'(1) 68506 556116M 6881121M 666246M 666514M U �. TUba M141 �1�LYNN t17j( � J 702 ,•X3.125-X.500'(9) 66837M 68B„1SM 0861114M e6B242M 6655,6M 1.25%2.11• .•��.\t��_JGEH3E•'-.R 1 I 1 I 1.25%3.,88`%.255(12) 56811M 8881177H 6881119M 8862A1M 6B8618M ' A 1.813 .121•Ai1m ��:• . 1.26"X2.11°X.125(18) 69370 WA WA WA 868517M rho MuY _f.; ldo,5b'r05 S Q• LC= L. OFFSETCID NOTES: "", 6oe3•T6Awtl ='�'•• .125 1 TOPVIEW 1)HOLESTO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRX:TgNB GIVEN ON THIS SHEET. A E�. �IOPLOC•',C'V 2)SEE SHEETS 620 FOR SUCKiFSTFO,APPROXIMATE HOLE LAG7X)NS 6 ANCHOR O.C.DISTANCE A iTNM�M�WR:p.E. ])SEE SHEETS 2.4 FOR GENERA MS7NlATpq METHOD& FLP 68705 ,.000'f"' -`1 LOW r.» ,.Olirht 1 744` eyz ,(� .382 .067 436 4.044' 4.000• 4A 01 _125•STANDAROCLIP ;Ly� .126' 2.825 2,000" TOALUK I 2126 2.� 2X5AWMCUP x 6 i I 6013.TCAUAL WSSEBAURA. .,2a• .12s .12a• %SECTION xsFSTroN .oar 1 T25� N Z I. A. .ib6` gib' CENTER OFARCHOR HOLE MUST LIE WTrHIN THE OpgREO8OUNDARY,SEE571EETSS0FORTfE -T -i ANCHOR O.C.DISTANCE,MA MUM ANCHOR 1 1 1 HOLE DIAMETEMANCHORDPAAETEfi.vls. rxvX.f26 rxcx3T6 rXCX272 _ MULUON MUWO4 "IV.tULL10N ti609' 4TfTHFHE TO 3.007 m 11 t� O X-SECTION X�TION XSECTION .37T,�"3.12T----M_CREATERCURSEE 372 _.372 -2 O MK t DETAo.F.SHEET4 1.260' .372 z W `a . __-»..,t I r__---__� T CEMEROF t _ _ --_--__-,.__T .Sir � �. 1.260' 1.260' i I i 1 I I MANCHOR I USTUEVMHIN j i MR. a y t 1 I i THEOASHED OOUWMY.SEE F U o 2972£ --- 8_.811-211`.R 811-ro2Roa --------i £ z . 1W I I f I I F 'DISTANCEMAXIMUM 1 YO 3.250• 1257 .. i i I i i ANCCORRHOLE i I LNij _ bMA,ETF3t I 1 .J Y X. .107 .107 .707 p1+dtETER•711T. �_____________________t a .107 £ STANDARDOLIP UCUP, 80W.TeAUAL --1.027't-- --f.827{� CENTFR OF ANCHOR IDLE MUST Ufi 80fOT6A Wpt T TOiNffW WITHWIHE DASHEDDOUHOMY.SEE _ 128%322X.,0• ,26•%328X.824• 1.22X3JWX.Ur SHEETS 6.20 FOR THE ANCHOR OL' TABLEC LE C,CONT. MUWON MULLIO05.76AN OMAL DISTANCE.MAXIMUe4ANCHOR F1 V Dimond.V4fue(In FOt MuOlon: Dpnenolm Velup n)Fe,Mullf": 804STSaMM O4ECTION tlO---TM Dl4LE7FR:ANCHOR OIAS¢TER•ViS. XSECTiOH XSFCTION XSEGTION0 i ' d f.OD .125 O 4300 %,024` i H 280 Almy- N ,. Aluminum 2891' VIA 3.465` ,87a• ar�---� .376' 000 Tobe 4-x 5250 "Umm 1.372 '12 BYHL 3/Oi- 1'%4'% F 2425 125X8,84' d 0767 ,375 D 1125X.024•r___�___- - H 24W Aloe- H 16W Alueinun (:;OO()crRDVISFD- 3000 7W58TI F 2�0 1.22X326' F.725• 46.8 Meta3 DDp �1 1 1 H j i .rApn - .3-WA6•eAYli i 1 i i TABLEDFroA:q311HL1YML ON 008bT8POTPprttlnn0(53' 78£O "'___..__ Mullion H4 Clip Offae101ipi UGIp �S.WSIQ.M Co. pts..••••• 7�`Ari ^M1CIj( 1•X4•%.12SR0) OWN e58N1M 6wum 68824/. �tS�,,.�10ENSp•''•;Q.i(% .125•- O OFFSET CUP 0063-TOALUM. rX4•X.37S(it) 80010 098112M NOI123M 0O242L1 ,.a•t No �• -4 - � '4 247 TOYviEW rz4•X.77ST(t,} 868/12. 0801123. Bntw 60519M 'S9T7i £ 1.22 x326'X.107(l3) 24160 8061121.68eI12411EE4 �. pr 1 r H: 1)HOLM TO BE GRILLED IN THE FIELD FOLLOWING DIMEMSIONALRESIRICTOH9 G)VEN ONTHIS&WET. 1.2rx326•%MC(t4) 2418/ 8681125.88eif25N BdHtlw =-O; p tR1.26'%3.WX-WIIi6) 201St 8001117M 58e71'!eM 12N577NS 1E F2)SEE&1EETS&20 FOR St1G62FSTED,APPROOOMATE,OLELOOA710NS. 90Depne(188648 WAN!A66061fOM3)SEE SHEETS Z4 FOR GENERAL INSTALLATION METHODS. 'M D•4+eeRD) 80654 WA WA888511,. S, ti AL•LPFLP 987 &547 AE. 43 TABLE E Mull Dlmeowon PGT Port# (meets) Mullion Sid.Glp ll�llp Anpb Cllp I 'II'�2c I ��.,2s -iF-.125• ��Np r X1'X.25•(18) 66002 060251M 008271M 8666112M a � rX6•X.W(17) 68601 6682B2M 806272M 6086113M I S063-6063 I -T—QAL —605=6LECLIP p EOB7.TBALUM. BOd}TB Alllbt BOBlT6AWM. Y 2.000• I %Bra 2.125 I XSECTION 2.000- )SECTION d ON TES: I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125 L .125 L .125N m F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LLI 2)SEE SHEETS 5-20 FOR SUGGESTED,APPRCUUMATE HOLELOCATIONS. 1.d80' W 3)SEE SNEETS 24 FOR GENERAL INSTALLATION METHODS. ES00• � �• N CIDNFAEm I.- 6.o0vMxw IL W O m O 2.OIq' &600• -i IP. a F 3T6• I - I cn cn ------- ---�-- ---------�'- ---- f--------------------, Z W j 3� I � W 0 Z 4.00P j I 3138• E f— 3.438' F }—_—_____i V .250• rX LION I 1 I 3.438' t 1 Q 3 6053TOALUN. %SECTION I I I I I I I .376' OY z _______� L____________ _______1 IN. �W7L p L_ ______ ______ rVi ECUP CENTER OF ANCHOR HOLE MUST LIE eW UM. FORM%1'N01LlgN 1 CENTER OF ANCHOR HDLE NUST LE 806SUTBAWM, a Z .250• WDWN THE LASHED BOUNDARY.SEE TOPVEW TOFVI WffNM7NE GASHED BOUNDARY.SEE mwEW M7 SHEETS 5-20 FOR THE ANCHOR OG MEETS 5-20 FOR TNEANCHOR O.C. - I F0.• R' INSTANCE YA%WHOLE CENR OFANCHOR HOLE MUST LE DISTANCE MA MUM ANCHORHOLE s OAMErm.ANCHOR DULETER•U16'. -- TEWITHINTHAVM"WBDUNDMY.SEE DWIETEW ANGNOTR DIAMETER.,R6•. .. SHEETS 5-20 FOR THEANCHOR O.C. 5�. IASTANCE MAXIMUM ANCHOR HOLE � .. Cllf llEitE TO OWMETER ANCHOR DIAMETER U16', b.00P _ - p.000. _ 9.60P� CREATEF4P, 37 ^) MW. F SEEDETALL F, Y F 376' 611EET4 -tMW. 1 3Ts -------- --- ------------I -= -- r--------------------'-I 1 I 1 :auouc7aeWsm I I I I j I mcanPlYivNtyiH UbFTalh . i I � I i � °nceyn6�,lb.o21 x.03 I I vnlbe Q.DC! DErR 260' 0I F -�- I- --5- 4.658• F"'. i 5.438' F - --------i M ..IIR IIIIIf I, I I 8.a3T 6.438' LYNN rxrxlr 1 I 1 1 I I `51.;•1)cENSE'••..'T`ii WAUON - % Te 0Nµ i i I I i .375• it No.56705 '.'r L_____________________� STANDARD UP UCLP 2x5 ANGLE CLIP %((` •�O....... .250• 6083•T6ALULL 6063•TGALUM. BOBYTBALUM. • i5`y/ �``�•� TOP VIEW USED FOR r r MULLION.SWET 17 TOPVIEWnl\IA(- TOPWEy7 0.LYFGSILL�R P.E. FL P.EII 68706 EXAMPLE it SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BEWOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-111•.THE OPENING REQUIRES A DESIGN PRESSURE OF+BQ(V40DPSF. - NOANpI0R9INHEAD 1)INITIALLY ASSUMING THAT A P WIDE MUW ON IS SUITABLE.THE MULLION LENGTH IS IAN.THE OPENRJG WIDTH 1832'-32H'=86'.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST MUST BE USED.SCAN THS MULLION TABLES FOR AMULLIONTHAT IS AT LEAST THEWINDOWFRAME DEPTH OF 2.1M'ANDWILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OFT•BOJ140DPSF.IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NEM LARGER SIZE AVAILABLE � Q SEE SEE FROM TABLE 3A•SHEET T.THE VX2.7S%.375'MULLION(LENGTH a 7T.OPENING WIDTH-TO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15-1487PSFANDW0UlD �> cfNF6TMT1611 DETAKS. NOT BE SUITABLE FOR THIS APPLICATION- pp PIMDUCI.6 ONEST8 6Y APRCV& as FROM TABLE 4A SHEET B.THE PX2.76'X.860'MULLION(LENGTH a72-,OPENING WIDTH•MHAS ADESIGN PRESSURE OF H-727 POP YMICH EXCEEDS THE REQUFMMENTS FOR THE d OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. am ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THEWOODSUBSTRATE.BOTH THE STANafA CUP WITH(4)812 ANCHORSANDTHED(S bL�m l.f ANGLE CUPSWITH(4)NLU 2ANCHORS RAVE A CAPACITY OF MS LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD C 'IS EASIER TO INSTALL. ) In Hd oETMs, 3)VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MILLIONS OR FENESTRATION PRODUCTS,WILL a 99 ��TS APPLY TOTHE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE B0TH THE MULLION AND TMEFENESLRATION PRODUCT BE INSTALLED INACC0RDANCEWITN 711E ? _ 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESANDFENESTFNTION PRODUCTS TOMILLION. tt1 N IN THIS EXA.IPLE,THE DESIGN PRESSURE REQUIRED WAS 4/.60.0 PSF.THE OVERALL MULLION SYSTEMWAS DETERMINED TO BE 72.7 POP WITH AN ANCHOR CAPACITY OF63BLBSALTERNATIVELY, IM o O NOAlIC1lO—Re{w�•v-A—o0—W 601 ' THE ANCHOR CAPACITY ADJUSTMENT FORMULA C0ULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE CA 60 PSF: DO m N —ITT.32Mm11--CJI ' J .. SNotv®M (6p PSF)X(�P >•624.BLBS (MAYBE USED T00UAUFY N IO STEEL SCREWS FROM TABLE 4B) .� J 2 y�� THE BUILDING SUBSTRATE IS KNOWN TO BE CMU CN THE JAMES AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH 13 24r.THE OPENING REQUQ7ES H 60 A _ -r!1 DESIGN PRESSURE OF OJV4PSF J Z FOR THE VERTICAL MULLION: FZ Q p 1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS UT Z'+IIIWAND THE OPENING WIDTH 183V.36-.1--73-.REFERENCING SHEET 25, Q p THE COLUMN USING RECTANGULAR LOADING SHALL BEUSED.SCAN THE MULLION TABLES FORAMULUON THATISAT LEASTTHEWiNDOWFRAdE DEPTH OF 2.V6'ANDWRL EXAMPLE2:MULTIPLE MULLIONS MEET OR EXCEED THE REWIRED DESIGI PRESSURE OF.50.W66.0 PSF.IF THE TABLE DOES NOT 8110W THEEXAC7 SIZE,USE THE NEM LARGER 612E AVAILABLE. 8 FROM TABLE 3A SHEET 7.THE VX ZTWX.376•MUWON(LENGTH=10C,OPENING WIDTH•W1 MEETSTHE DEPTH REQUIRED.HOWEVER THE DESIGN PFESSURE IS--/6.1 PF MVM AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Qx W a O O FR0M TABLE I2A SHEET IES.THE TX4XJW MULLION(LENGTH-IOW,OPENING WIDTH-8n HAS DESIGN PRESSURE 0F•/44.7 PSF WHICH EXCEEDS THE REQUIREMENTS d � U) U) T-� p E FOR THE OPENING AND MAY BE USED IN THIS APPUCATIDN.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS E� f .10 TM8,27' EETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2-TO THE WIDTH OF THE MULLED UNITTHEADJUSTED OPENING WIDTH IS 36'-38'-2'74',N0T73AS PREVIOUSLY 8- ASSUMEO.VERIFYTHAT THE DES W PRESSURE IS BDLLAPPUCPBLE FOR THE ADJUBTED0PENINBALTERNATIVELY.THEWWDOWWIUTHSMAYBEREDU'..FDT0 MAINTAINTHE73'DIMENSWH(36.IW*38.1(!✓J'a7312)USE TABLE 128TOFIND THEANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND BILL ARE VOWIDE.IF THE MILLION CLIP WERE TO BE CENTEREDWITHIN THEW,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANi - USING THE STANDARD CUP WITH(e)3116•ULTRA:ON ANCHORS ATAN EDGE DISTANCE OF 2-1?GIVESAN MOM CAPACITY OF 1050 LBSWHTCH IS GFEATER,AND RAADDN EE THEREFORE SUITABLE,F0RTHE REWIRED ANCHOR CAPACITY0F 871 LBS. IB& AIL E,A EET3 FOR THE HIORIZONTAL MNUIONS'HOWHFORBECAUSE THE VERTICAL MULL WILL SE A 2X4XIff MUWON.IN THIS EXAMPLE WE WILL MATCH THE HORVDHTAL AND VFRTICA,L MUWOH%ALTERNVLVELV.ANOTHIER wOMUWON TYPE COULD BE CHOSEN.Htt✓Q. �/ mODUCTPGVIS6D NUuroN - o.Flvi81 1)THEMOMTABL 12A.SHEETIS 35" NDTHEO X 4 X2NG MULION(0GHT IS LENGTH 6'.REP PENIN HSHEET25,TH1HAS A MN DESIGN PRSSUEOF-1-1DTW:GP LAR WHICH XCEMAYBEUSED.FR0MTABLE t2A SHEET IB,THE 2•%4%25P MUUION(®LENOTH X42'.OPFRINGHEI(nNT>+/20�HASADESI(1N PRESSURE OP--170D PEFWHICH EXCEEDS THE A �1REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED 07 S1 LBS vElimDne AjpQ(SEE ALS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTTTYAND CLIP TYPE REWIRED FORTHECMUSUBSTRATE INTHISEAMR�ASSIR.ETHECMUJAMSSAREB• B7 ETS WIDE.IF THE MUWONCUPWERETO BE CENTERED WITHIN THE C,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USINGTHIE 2X5 ANGLE CUPS WITH M Uo3A hudH (4)3/18'ULTRACONANCHORS ATAEDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF540 LBSWHICH IS GREATER AND THEREFORE SUTEASUL FORTHE REQUIRED IllllllN ANCHORCAPACITYOF521LBS. - �` `(LYNN 265 NORL�F---3I•,Iaaz� 4)FOR THE U•CUP IN THE HORIZONTAN AL MULLION TOVERTICAL MULLION.USE THE SE ANCIORCAPACITY OF 821 LBS.TABLE I2B FOR THE U•CUP SHOWS THE ANCHOR 'VIGEX3C"•.F.P i- RALLIENDTx NMAL IENDTH CAPACTYIS 1074 LBSWHEN USING 3ANCIORS.WMCI ISGREATER,AND THEREFORESUKTABLE,FORTHE R EQUIREDANCHOR CAPACITYREQULREMENTOFS,LBS.THE =�. OPENO6 WDIN I0RVFAIRCALYAL ANCHORTYPEISAH2STEEL:SCREW. _N: NU.63705 -FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS •• -44,7 PSF FROM THE VERTICAL MULLION; 1170.D PSF FROM THE 36•HpRQONfALNA1WON ATTACH@NWO TO CMU; �•--a•: fU= 4,M70.0 PSF FROM ME36'HORQDMAL GN PRESSURE MULLION ATTACHING TO THE VERTICAL W L MUON(6TEASECTWN} �O�•, ESA j` THE LOWEST DESIRE 18-141.7 PSFAND W0UL13APKY TO ALL OF THE MLILUONS. A. FLURtOP.�'fo`�fi VERIFY THE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USEDWITH THIS MILLION SYSTEM.THE LOWER DESIGN HS GN PRESSURE,OF MIWOOR FENESTRATION !S"10NA PRODUCTS.WILL APPLY TO THE 0VEMLLASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE BOTHTHE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED A.LYNN MB:Een,P.E. ACCORDANCE WITHTHE INSTALLATION SPECIFICATIONS INFORESPECDVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. FL P.E.P 68705 xAM�ES OF RECTANGULAR LOADING' EXAMPLES OF TRAPEZOIDAUTRIPNDULAR LOADINN S' gy�g1�� FIN 1 PW lYn _ ppY tl SHIDH SHIDH" SHNH SHIDH i PW PW Z m N 4 4 I 1 / / LLOFWIN OWSNOTANC LIONCRE INTERSLOADINECTING TINGOF RTICAL HORMUAL U I �O SYI OF WINDOWS NOi ANCNORETJ VM INIEfLSECTING ROR¢ONTAL MUWONS 1 DOOR �_ _ LOAOINOOFVERTICALbn1LLJON ,?II y�j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q Z V Q O PW Z L`I F /' - 1 F• LULL Y y0 O ! PW y PIN ORION &,I"" SWDH ZSHIDN I---W— /Z srual � gg�mtr LOADING OFVERTICAL MULLION LOADINDOFHORIZONTALMUWON SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j 1 PW FW _ I HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF WWizONTAL MULLION LOADING OF HORIZONTAL _ I - MULLION _ — I FUNDE DOORD PW FW 1 A'O, TES: :koou.TRSVLYED I MowingCode h1n RaAV ' 1)DRAWWATION NiNinSabe RERESENTATIONS OF TYPICAL Ampl�ce No - ,p3 PW CONFIGURATIONS.. �0 1 i Pw CONFIGURATIONSNOTSHOWN D MAY BEEXTRAPOLATED FROM Mfan Ilodutt / / / / .-_ ; THOSE SHOWN. A i 2)IF THE LOADING TYPE CANNOT BEDETERMWEO,USE �Q,,....•••...�lF.�. PW RECTANGULARLOADWO. g��I?y}CFIZSE'•.•/! �i PW pyV ; / •"k 3)SEE PRODUCTS APPROVAL FOR ; :; No.GSin.S _ ACTUALANCHOR LOCATIONS. LOADING OF VERTICAL.MULLION LOADINGOFYERTICAL PANEL OF HINGED DOOR IS NOT CAPTURED ORANCXORED WITH INTERSECTING HORPOMAL MUILKINS o G'= IU LOADWOOFNERTICAL LOADINGOFHORIZONTAL MULLION MULLION FL P.E.l16870.5