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HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionkUL,k:j- 0 K) File Co"Py NOTED MINE ISubmittals are youloviod to, U11t0fillifluO %lb". design 1111eflt and general compliance %A1 ivie CwWrk Docummits 1)*. WAM-DADE COUNTY -DEPARTMENT OF AL, GULATORY i6vappulft. A i1a t 11 . .. Its. -b *5-25-90 . COATRO SECTION V 6Strdq1,-RooM208 SN 2 T('786)-315-2599 )BOARD AND CODE ADM for C40 �DWJO'� NOTICE OF AC P lql(m ---------- ------ jamtd. d o om M '%Mf 19, VGT Ifudustrids, W. 6MOMIRY of lual-vllals "'ad -u L 197'0'* T" eplinold yPrIve Wt Wlih rillier J:W6 611d vi S:,", 9 Novtli Venice).r, 04275 With fn a. we rmi 0, H LU, SCOPriu. with the ogntrujit 00011amils, a;. PC: - .0 TW NQA is being issued iindar., "��i ®Mules Wq- I h 6 use of coll6truction !-Dade Cou t RM- 'I a n materials. The dootimenta.t. subjr� h Ift ftt to inaterii 4lierd,allowed by the Authority 'ion to be used Product Control Sect i W. Saving Jurisdiction (AHJ). This NOA shall not'be valid after the expiration date stated WOW. The Miami Dade Qdupty'Product Control SbotibA (hi Miaml-Dade County) and/or the AHJ (in areas: other than Miami Dade County) reserve tiro right to have this product or material tested for quality assurance putposes, If this product or material.fails; to perform in the fice9ptedmam will incur 0o ox ior, the, manufacturer .poiftse of sudli testing Ofid the �Alff t4gy immediately revoke, modify bin their jurisdiction. � , or suspend the, use of such product or material -*,Vlt i - rjukisdiction. "M rdgervos the, tight to revoke this acceptance, if It Is determined by Miarril—Dh4 County Product Control Sed ttQn , 1h thl . product or material fiiis-to moot the requirements of -the applicable building code, This product is approved its described horicin, and has been designed to comply wifli the Florida Building Code, inctuding4he High Velocity Hurricane ZQ!10.- DE,SCRIEPTION- Series ITGTI-1 Clipped E, xtruded AluniWitm Tube Mullion —L.M.I. APPROVAL DOCUMMIM; Drawing NO. 6300JIt, titled "Impact Resistant Aluminum Tube Mullions", sheets I through' 25 of 25, preliar6d by manufacturer, dated 09/29/11, with revision B dated 10110/14, signed and sealed by Anthony Lynn Millet; PE., bearing tho lyflomi-Dado County Product Control Revision stamp p -with the Notice of Acceptance number and expiration date by the Miarfii-Dade --c-0.1inty-product-Control-Seotion. - LANE, LINO: Bach unit shall bear a peromielit label with. the manufacturer's name or logo, city, state, modeVseries, and following statement; "Nami-Dado County Product Control Approved", unless otherwise notedherehi. . 1W. NE.WAL of tills NOA shall be considered after a. renewal -application has been filed and there has been no ohange in the applicable building codoriftWvoly affecting the performance of this product. TMOMATION of this NOA will occur after the expiration date or if there has been a revision or change tjufagtdre qfthe godq9t or process, Misuse of this NOA as an endorsement in the materials, use, and/or rW1, of any produot, for sales, adyertjsing or any other, pilipbso; shallautdnlatkafty this NOA. Failure to qorripjy. 'ith any section of -this NOA-shial be w tox)oinafi6ii iaqd -toW6Va1,d.-i46A:. ADV0iMkhW-NT.- The NOA hUffiber pieceded by- the words Mainl-Dade County,Florida, -o, ii, and .. followed by the expiration date may be displayed In advOtle.ing literature. if any portion -of the NOA is displayb4, ihon. 'It shall be done in Rk Witirety, SPECT N 10 ': A copy of this entire NOA shall be provided. to ft user by tbb mohi!f0Wyot or its -6-od *di be -aysihiblo for inspection it thejob site, at the requestof thOB - u. 0 1. This NOA fevis6s. and k4i**75 , KQA# . X41105.01 1 and qqns, Istg of this page I and evidence pago t4 and as well as approval do opmont above: The submitted documqji!*60n was reviewed by Manitel Perez, PX1. X 0A1 'q o. 0-0210.0 MIAMt-DADE COUNTY LepiratiOnDati-* MyU�20A Jill& A-pprov,!j.Age-. �iprft 14 20i6 Page 1 PGT Ixxduises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIJ]BMITTEYD A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmidded under NOA No.10-0819.0-5) 2, Drawing No. 63om, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revisioii B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1, Test.reports on: 1) Ail Infiltration Test, per FBC, TAS 202-94 2) Uniform Static.A3r 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 02/28111, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.B. (Submitted under NOANo. .10-0819.05) C. CALCUIL 7C1®lVS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5f11 Edition (201.4), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. Q1UALITY ASSURAN"' 1.. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERTAL -CE+ RTIFICATIONS 1., ' None. Manue a -ex, P.E. product Cont oY aminer NOA Mo. 6-0218.03 Expiration Date: May 26, 2011 Approval Date; April 14 2016 D-1 PGT industries, Inca y NOTICE OF AENC E SUBMI7E" IED F, STATFMENTS 1. Statement letter of conformance, complying with 1[+'I1C-5,1 Edition (2014), dated February 15, . 2016, issued by manufactw:er, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated February .' 15, 2016, issued by manufacturer, .signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1L, Notice of Acceptance No. 1.4-1.105.01., issued to POT Industries, Inc. for their Series cTGT" Clipped Extruded Aluminum Tube Mullion— L.I�aIo, approved on 02/12/15 and expiring on 05/26116. Manuel : 7�•L• Product Contr i 1 miner N0A X0--0218.03 Expiration Date. May 26, 202A Approval Date: April 14 2016 E-2 ILE FORALLLOCAMONS REQUIRING N-IMPACT OR LARGE AND SMALL ILE IMPACT -RESISTANT PRODUCTS ,URE 11: ILTIPLE OPENING WIDIN FOR1!RiISEEDETA CAL MULL ILLiONS / IL6 A-0,G.N; 7SHEEL52.3 ItItt1171TT� / 51 ETASLS / ETS iTS2T _ 1�1EN yf l lr I JsEEOEraLs p•O.GN; SHEETS2J f{OR120HTAL MULL LENGTH LHORRANTAL MULL. LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: EAULL F---OPENING WIDTH-•�i UNSTH LE IPET LEN 'f11 HEIG Py SINGLE MULLION SINGLE MULLION DETAILS. BYPGT. GENt� N+I N' I i) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOP THE 'FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATION6 ARE SHOWN, EACH SITUATION 1S UNIQUE AND SHOULD BE EVALUATED BY AN ONAL MUST BE NCHORED PROPERLY TINSTALLER FOR THE BEST INSTALLATION METHOD. O TRANSFER LOADS AND ARE BE DESIGNED BY OTHERS- 1X DR DC WOOD BUCKS IF llSEO, E OF THE MULLED ONS 2j pVEBEENTESTENUMBER OF DAS FRF FL.OAT01NGRS lANDDiONOTHEEDTOBEDIRECTLCTURAL PY TACHEDDTOTHEMULLIONCUPSSHUTSIHALL NOT HAVE AGAP OF MORE THAN 1/4: FROM THE CLIP. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN OESIGNEDTO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED INTHISANCHOR EVALUATIONS ARE CALCULATED TO THE S LOAD DURATION EFACTORWAS.US CT No MORE ORiTHE EVALUATION EOF WOOSIS INCREASE SCREWS. USED 4) PROPER SEAUNG OF ENTSREASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND l6 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COM6INED W ID7H OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEEP 24. FORMULTIPLE UNITS, CONSIDER ONLYTWO ADJACENT UNITS A7 A TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGE7ABLE5. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SFiALLAPPLY. S) W HEN FINDING YOUR SIZE N THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7)ANCHOREMBEDMENTTOBASESv)ATERiALSHALLBEBEYONDWALLDRESSINGORSTUCCO.WOODBUCKS BYCORROSION OTHERSISTANT MUST 0 OR AS APPROPR ATE�ORLU8S7RATE MATERIAL DI &)MHLAR MATERIAL6 SHALLB PROTEGLED AS REQUR PREVENT REACTIONS. t S) REFERENCE TEST REPORTS: FTL.5443; —0 ULTRACONIAGGRE-GATORNONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED 70 COMPLY W[THTHE REQUIREMENTS OF THE FLORIDA BUILDING �pCODE. A140 ARE APPROVED FOR IMPACT ApPROVEpFENESTRAT(ONPRO➢U ASHAMNGC RRENTAPPROVALS.ND NOWIMPACT APPLICATIONS- MULIONSAREONLY70BEUSEpW1TH 10) MULLIONS ARE IN COMPLIANCE FORUSE UJ THE RVHZ, WIDQTHMEIGH'TOOF SACH 1ND V10UA MULL ON C MPLlES WITHTHE REQUIREMENTS OFTH SNOA,ASSEMBLY IS UNLIMITED E SPAN AND OPENING INSTRUCTIONS . 1) OETERMINETHE DESIGN PRESSURE REQUIREMENT (LBS!FT-) FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCPS FRAME DEPTH. j—HoRTL MULL LENGTH-^ j mull y MUL " P MULTIPLE MULLIONS �_ SEE FROIA FICORRESPONDING RE I ABOVE STANDARDS USED: 5TH EDITION F.2014.ANSyAF&pA NOS 0") RORIDA BUILDING CODE (FBC), NUM DESGN MANUAL, ADM-201-&P _2012 FOR WOOD p�RUGTION S100.071S2-2010 n n GENERAL NOTES....,,.---,. --i 'INSTRUCTIONS._.....__.._.-_. 1 u1, ELEVATIONS.....-..-..---- 1 MULLT02XWOOA_„.._._-,-,.2 cx MULLT0IX&MASONRY....._,_.. 2 - NSTALLATIONNOTES.-�..-� 2 IAULLTO MASONRY•,—_._.._._ 3 MULLTO STEELSTU0.-:..__.-.-.3 ° MULL'fo MULL--.-..___..-�--• 3 r ANCHORSPECS-.-_—....3 m`r r'c ALTSMTATE CLIPS._---.....�4 0 BAY MULLINSTAUAnoN.�_._..a 1X211 '6 MU'-SPECS-..-._..._5 1 X 2X.375 NIULLSPECS_r.,r,_.5 1X2.75 X.376 MULLSPECS.-.-7 1X2,75X-WMULL SPEGS._...-8 Z c X 3.12SX'0o MULL SPECs�_s MULL SPECS._--.-.-10) m O o F- i X 4 X.125 X4X-375-MBE MULL SPECS..- 11 )- j i X4X.375'PMULLSPECS,___71 1�5 X 3.188X=5 MULLSPECS..12 lI im X3,26 X.100 MULLSPECS__13 1.25X325X.624MULLSPECB-.14 p i.26X&94X.824MULLSPECS�.,•1S Z 'Q 2X4X.26,MULLSPECS _.i6 2X 8X2S MULLSPECS_.__.....17 4 W 3)REFERTOSHEET25TODETERMINE IFTHE WIND LOADINGIS-RECTANGULAR' OR'TRIANGULARTTRAPEZOIDAL'. (LBROUGH 20 RESPECTIVELY, ING THE MULLIONHTYPEN,, LENGTH FNDPENNING WIDTH0 Hm CAPACITY EIGHT(DEPENDNG IFTH MUWON SSPANNWG VEFROM TABLES IA T14ROUGH 16A, ON SHEETS 6 RTICALLY OR HORIZONTALLY)- THE .THEMU CAPACITY(LDS OBTAINED SHALL MEET' OR EXCEED THE DE SIGN PRESSURE REQUIREMENT (LBS/FT-)FORTHEPEN114GOBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE. FIND THEVALUE IN THE NEXTCOLUMN ANCHOR CAPACITY REQUIRED PIES). THIS VALUE REPRESENTS THE W INOLOAD TRANSFERRED TO THE SUBSTRATE BY7HE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULION CAPACIN. GFROM THE ANCHOR CAPACINlLI TABLE ON THE SAME SHEETANDUSING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORISUBSIAATEIANCHOR-CLIPPATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IFTHEMULLION CAP CRY 8 1 OBTAINED IN THETABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT iLBSM FORTHE OPENING, YOU MAY USETHE "ARCHOR CAPACITY ADJUSTMENT FORMULA^ 70 OBYAIN THE LOWER ANCHOR CAPACCiYREQUIRED- WITH THIS VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEOFORTHESAMESUBSTRATE pp O1TY1LBS1Ft=)OBTNNEDFOR�THEMUlNGRLUONSYBTEM.THEOWEROFTHETWO NALOLAPPLYFR iHEENTIREMUl1E0FENE5TRATIONN PRODUCT ASSEMBLY. 9) HiGHIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA70 APPLY FORA PERMIT. 2bv ONi LYNN A4/�I .•'CEWS lF v F �` ',,qq ND.50705 A. I". FL DET MULLION ,2XwoOD'BUCK ORWOODFRAMING( (oFFsE'r.CUP SHOWN1 j .EDGE., FRONT VIEW INSTALIAT1614 r:NTTo:EME.N(ATr;R!At--�sRALLBEBFYONDWALLIjR"t'NGORSTU'CC)- 1),ANCHOR EMBEOM All e4TATIQN " TL OV 2 A CHO 4"ED I'Al �8 y RCA O"'� oo�Cg O�F�� PAC"'5 8 U E E OH.R CA 0 ,L, r U V 6�0�10M ?FMWORS MU_ 85 IRR�.Q a ET4� 0 D C L EITHER THFT Fl t n o rL, l .4) Wobb ialjCI(S ARE opTICNA !qBE DETAILA SHEETS. 5):FtiR.MMORRY,i%pF.11CAiloMa.)N MIAMI-DADEZOUNM USE ONLY MIAMIVAtis b6UflTy-A.FpKoVRD 1360 &TRACON OlItELCO i[4' &S, AGGREGATOR MAS091RWRMORS. DEWL B: MULQONA7rACHEDT01X WOOD BUCK AND MASONRY Wl ) ;(STANDARD CUP SHIOV..N�/ -MULLION Z.UFORHOLE LOCATIONS EXTERIOR DISTANCE' FDR - MASONRY YHEOFFSET CLIP IS ANCHORS WINOOWFS� MAY TYP.ANCHOR SEETAKES I5-169 Sulc STFqr- AND ATTACHMENT NT Ily , OTHERS, S. SHEET I. mg.%? KSI CONCRETE CROW _FRONT VIEW MULUON BUCKWW TYP,ANCIAPR PERSUBmATR, AND ATrA SEeSSETABUSIB-158 BY SO T SH Erl. I _DISTANCE, SESSFETABLES shGEDISTANCE 1s-16a F09MASONRY ANCHORS SIDE VIEW ?R0DTJ&RWRSrD By hit 1911 Zl Z or FL F.t.#-58705 DETAIL C_ MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EmIFRmE STANDARD OR OFTBET MULL C41P MAYBE NSTALLEDBY THIS IAESHQP 1B43B AND MN 2.7 HSI CON CREIE OR CMN FRONT VIEW SEETABLE51t EDGE . fORl ANCH J11N Z7KS1 CQNCREtEOR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEOMENTTO BASE MATERIAL SHALL m B6YOND WALLDRESSING OR STUCCO. 2)QUANTITY OFANCHORSAND MULLION SIZE SHOWN ABOVEARE FORPICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHORCAPAC(TY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE oLLoWED, REFM To THE TABLES MUST BE F FCORRECTOLLOWINGSHAEE S.FOR DETAILS AD EITHERAND La CATION OFRTHESTANDA OR INTERIOR CUP MAY BEUSEDONTHE 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXH PAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. . 5)FOR MASONIFff S.S.INMWAII- ATOR COUNTY, UYAONLY CHDRSAM'.DADEOOU�APPROVED O ON.ORC Ut I AIL C- MULLION TO MULLION -{INTERSECTIONNOTFs(U•CLIP) I1) MAY NTERS CT N.LLEOIN'TF_E"OR"CROSS" iNTERSECT10N5.WMS 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. La. in 3) SEE U•CLIP DRAWINGS, SHEETS 21-p3 FOR CORRESPONDING MULLION. W � MULUDN I I i ' TN OFFSETCUPIS RECOMMEHDIDFOR F1N*WMEO WINDOWS"811TMAY pL50HEUSEDFOR OTNERFRAt3EYYPES. I TYP. ANCHOR 'PER SOBSTRA-Iti:. STABLES i84J6 EDGE nlsrpNCE SEETABLES ' 1B•13D I I i i I FRONT VIEW EXTERIOR FRONT VIEW EXTERIOR \� 5EES11MT52123 FOR NOLELOOATIONS EDOE a 013TANCE SEETABLES 1Hd3B SIDE VIEW DETAIL D. MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHI usEw000 MCHORWEG5 SIDE VIEW NOTES: 1) FOR 7X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED- 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5 20, FOR QUANTITY OF SCREWS. PR6DUCT RHVISBD m eompiyiogm'ilt toe FlOcidn Bai{diagCade ��_ _„ �e �l LYNN NIZ . ......... �F -i: � DIo.56f05 ''P.�.SYL,V�IMI4�LEF}� P.E. FL P.E.# 58705 DETAIL F: FIELD•MQDt�EDIM, LL)ON CLIP SEE DETNLSA-E. 7oSPECI C SUBSTRAYES�AnDN O O O O S{DE VIEW SHOWN MuLtION X.125- EXTERIOR INTO W000, STEEI. ALUM, CMU ORMASONRY EXTERIOR O NOTES FOR INSTALLATION OPTIONS F: STANDARD CLIP70 BE MODIFIED Dl+lFLD. 1) DETAIL IS NOT APPLICABLE FOR THE 13AY OR 12u. X2.11° X.12s, MULLION. 2) SEE TABLES 1 B•18B FORAKCHOR QUANTITIES AND SHEETS 21-23 FORHOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) •MULLION TOP VIEW i TTP.ANCROR -PER SUBSTRATE, SEETASLE5111,140 ' a•xsx.tzs ANCLECLm, 2 PFAMIB.LION END, MUST BE INSTA11E0 I � MSIDEOF MULL DETAIL )•I: BAY MLILLI CSLTA LA I IUN tlAT MV,A. i1 O O O O TOP VIEW EXTERIOR TXS'ANOLECUP, r2 PER MULLION ENO, MUST BE / LRSTNIED 7NS10E OF BAYMULL Rz LNTOWOOD, STEEL, ALUM ORMASONRY EXTERIOR PRCOUCT REVISED as comilYingwilh Iho Florida YNLCE �61;OL'�LyOR � pFgNt building Code 1Ca•-D'b18 p i rt� AcwMwttcNo 3 pxpimlioB Dole 245�L) EDGEO 1 Mienii aPTPducL DISTANCE By PER AN DR L`1a� LYNN O NOTES FOR INSTALLATION OPTION d & H: • i.Z 1 G t) USE 2 ANGLE CLIPS AER MULLION END. CLIPS MUST BE INSERTED INSIDE OP MUL O \ ,� ; 4 L ' 2) DETAIL G: SEE TABLES 1 B•t48 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE � ;N : 110. Ci8705 '• LOCATIONS. _ T //( 41 I 31DETAIL HT SEE TABLES ISS OR'16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;l"' N's �1?•�`�2(/� LOCATIONS. ����,(� '•., rLOR1t?;` FL 8705 x.125 I. Tubs illlon FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURE$ FIGURE 6: i TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENWG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, BEE SHEETS2123. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-m FIGURES SHOW SUGGESTED, APPROXIMATEHOLELOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3" SPECIFICATIONS, HOLLOW AND GROUP FILLED CONCRETE BLOCK UNfT (CMU) SHALL CONFORM TO ASTM C•30. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUTHERN P[ME WRH AN SG OF 0.65. ALUMINUM SHALLBES063 T6 AND BEAMINIMUM -0F A2B TH[CK. STEEL S1•UDS TO BEAMINIMUM GRA�E33 AND ,045'THICK (18 GAUGE). STRUCTURAL 5TEELTO BEAT LEAST .126" THICK AND A38. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4" & #12 ANCHORS INTO WOOD MAY BE S7EEL,1&6 S.S. OR41D S.S. PRODUCTRtViSEO as complying with gm I'l ilh Building Code h AaeptaAm No •C"w0* f••Nl E 6 n Deb By M.iwni cPmduct :�/Z�• ��CENSE• -1 t$: ./fir r No-j670� /A. LYNN FL P. 4 O� rs be In 17au ln i27.6 507 13 25In 103.7 4% tt Lin 65.4 400 5 71A S%3 224 6 3 h SLb 264 5 Sin 4G5 260 4 21a 35A Vi E %t¢ $0.6 202; rain =3 162 MI,, 1&6 144 091n 162 47 :213 — atchor Clip Paitems TABLE NOTES_ Building c04c FIGURE 2' Acccpl-m No -CIS -� FLGURE i_ � � ®7)SEESHEETIFORINSTRUCTIONSONUS1NGTliETABLE5ANP5HEET25FORMFORMATIDNONLOADING. � 1,000• FxpJ,m;O¢f7.1e i ® f� SEE SHEET$ 2h FOR GENERAL INSTALLATION METHODS. By 2) LINEAR INTF-RPOLATIONBETWEEN MULL LENGTHS ANDIOROPENING WIDTMISALLOWASLE. Miami eY4edLLd' 4ttrr FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE N07T0 SCALE. FOR EXACT DIMENSSONS, SEE SHEETS 21• 2➢➢� HOLES TO BE DRILLED IN THE FIELD FOLL.OWINGDIMENSIONALRESTRICnONSSHOWN ONSHEETS 21-z3. \� t�Or „•, A>j�� i,� ® FIGURES SHOW SUGGESTED,APPROXIMA7EHOLELOCATIONS. `� i`•.• �cFlasS''•.Ep �� 37S ANGI.ECLIPMUSTBEUSED INPAIRS, 41 CONCRETE SIJBSTBIOCKUNIT(CMU SHALSHALL LOCONF SPEC'nOA GROUT-FILLMTO •� 7� ' No. 56705 yE,LOW SOUTHERN PINE Wr7H AN SG OF us ALUMINUM SHALLBE 6063•TS AND BE A MINIMUM OF .126 1• X 2 X a7s MULLION_ FIGURE4: FIGURES: FIGURE6: THIOK,y~ ELSTUDSTOBEAMINIMUMGRAD£3SAND.04"HICK(18GAUGE).STRU=RALSTEELTOBEAT �-0:• u 115w •L�LEAST.126-THICK ANDABU.ALLANCHORSINTOMETALSHALLEXTENDATLFAST9SCREWTHREADSBEYOND A• ® THP-MATERIAL#10&#12ANCHORSINTO W00DMAyBESTEEL, 18-6S.S.OR410S.S. ; •;FLORIDP••' G�.`. IONAI A. L�NN MIEVA, P.E. FL P.E.#5B705 481n o,P231n St In w In �N • 66N 72 b 76 N 7B1n 861n �E 1061nIn 11f In AnchorCllp Patterns FIGURE 1: FIGURE2• FIGURES: Q ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: � FIGURE IN THE EXAMPLE ON SHEET 24. TABLE NOTES: •--f 1.000` f- INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. 1) SEE SHEET 1 2.4 FOR SEE SHEER FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 27-23. 2,750` HOLES To BE DRILLED'IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE SL.00KUNIT (CMU) SHALL CONFORMTO ASTM 090. WOOD SHALLBE PRESSURE TREATED AN SG OF 0.55. ALUMINUM SHALL BE6063-TSAND BE MINIMUM OF.125' 375' —{ YELLOW SOUTHERN PINE WITH THICK. STEEL STUDS TO SEAMIN[MUMGRADE23AND.045`THICK(18GAUGE).STRUCTURALSTEEL70BEAT pX2.75"X.375 MULLION LEAST.I25• THICKAND A36. AU:ANCHORS (INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, R10 & IF12 ANCHORS INTO WOOD MAY BE STEEL,1"S,S.OR 410 S.S. i n7 SLY a e PROUIICTR£VISED u comlllYinB'wilh rheIlMids � \ty��; • �10ENSC '• F� i hio, 55795 •• 7'f p'� 1 c�6 4u S . F l��'l�!4Yr3A(j�piF�R P.E FL P. 5B705 Anchor C9P Palln70s IGURE 1: FIGUREM :IGURE3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: ml, FIGURES: FIGURES TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON UStNGTHETABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENG liSANDIOR OPENING WIDTHS IS ALLOWABLE ETS HOLESTOBEDRILLED NTHE FIELD FOLLOWING�MENSIONALRESTRICTONSSHOWNONSHEETS2.1.23. FIGURES SHOW SUGGESTED,APPROXIMA7EHOI:ELOOATONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE l3LOCK UNIT (CMU) SHALL CONFORM TO ASTM C•9D. WOOD SHALL Be PRESSURE TREATED YELLOWSOUTHERNPNEW(THANSGOFO.S5.ALUMINUMSHALLBEG063-TSANDBEAMINMUM OF.12S THICKLEkg:. STEEL STUDS TO BEA MINIMUM GRAOE 33 AND .045' THICK (18 GAUGEj STRUCTURAL STEELTO BE AT 1SMALLMUAL 40CREWTHRFIDBBEYOND THE MATERIAL&0&#12AIqD ANCHORSINTOWOO- ALL ANCHORS D MAY BESTEEIMS.SOR1 i PRPIOi1CTREUISBD .s acmplyi0 s with tho F3laial BundinSCode %6e%1b10s emouuW „y...-.,,. _ Le¢dn9 Loading ImMD uo 79 - Loadn9 l.oadn9 t0edac LOaS1U 2. 2• D � b � � _ x �_ £ � � F � � �' a a � 14um Mall y zg• 7T `� 2'� @' S`�• �gf a [k S �� I�3 Uv ci t�i9~ G••e 3 qa �_ u$ fii b$ u c� VSv F� se c� �^Cr €� Be GN �, �$ L� � }��. lo�,�w•er� €� L� s� ���., g� 2 z eL d' m 111. 770.1)) B20 170M 475 1:O.o 7t4 'f70.o 478 t70.0 am 170.D 5m 17d0 9B2 S70.D 549 170.0 l7t8 470A 521 ST0,0 1240 !f70.0 52l flap 148a 170,0 521 17d0 4aln S74a 7m 170A B4 770A LSQ 7Ta.0 581 >'ioa OB2 57aa 83a tT0.0 f133 17a.0 661 170A 1275 170.0 BR 570,0 1477 i170.0 880 15T.7 15R 170.0 Lea 105.t 0.6]5N 170.0 74T 170,0 5B3 17a0 8D8 174a m1 fl0A l048 170,0 884 fl0A 1495 Mg T23 t70,0 1J{5 170.0 747 flap l4B4 'tta0 76H t<1.7 1485 1T40 7l'S 121.5 N11 flap 797 470.0 612 170-0 o5B i740 act TfOA 2118 1749 2-170,9 1275 170.0 503 [8It1 7101 fTOG d17' t48,5 1401 f7B4O 056 i21.a iJ0[ flap a81 1oBA BOIn 170.0 885 170.0 701 170.0 !m3 l7aD 787 is lim ]70A aTa 13a.7 t+da 1aT.o 828 723.7 1158 tiB-5 ef7• !]7.0 ]758 14BT 910 BX.S fi6a 1N.6 903 743 Inn 17511 930 170A 745 1-M S9f8 170.D 950 T37,0 1040 t55S mD 119.8 1040 t41.7 849 fOBb 1649 132A 636 9S9 1048 f2L6 828 74B t04B 119a 820 mA min 1mA 955 tt0A 78B 108.0 955 151.3 8D1 iiei 965 23ZT 7aB (0L2 855 124.4 7T6 B28 0.55 112.E 78S 874 fE55 408.{ 797 88.5 955 9c.8 74a 68,8 o t 72 12a5 BW 136.0 507 107.0 803t14:9 882 91•a am 10/.i aT0 68,3 003 012 B58 71A a03 83.9 849 612 m1 70.B 6(2 Ca,6 am 722 83245.9 7In 10D2 721 214.1 a79 910 721 87.0 6f6 780 72f Bfii a05 BB.D 721 lab 5Bi 80.7 721 70.1 58B 54.6 721 e5.4 579 45b 721 59,4 S8B 38,0 78fn 101.0 684 105A 699 842 5% a6A da7 722 164 78A 4,79 lL?.i 664 70.4 687 SB.t 884 84.5 SSB 50.5 m{ SB.9 551 421 884 51.E 541 341 go hi BS.O 514 81A 4S6 d4.a 514 57.3 _445 4TA 514 fA,O 440 41.1 514 44a 433 38b 514 40.5 427 D29 5f4. 37.3 42i 27A 614 lip 412 235 B6 In 542 10 56.7 404 452 '452 47A 89B 3817 46Z {0.8 a" JJA 4M 38A 394 Sat 02 J2B 376 2T.i 452 '40,0 37J 228 45:t Z8.6 3B5 19.4 1m 10 38.1 J57 38.9 322 3f.7 8S! 327 317 272 367 2L4 M2 23A Own 252 306 2f.f 357 227 3m 18.0 3571 20,a 2B9 ESA 357 18.0 293 I3.8 1111n -A J3a 359 30a 2d2 338 38,i 301 2WS0 338 241' 29a 21,0 J3B 23.7 1PL 19b 338 2oA 2B8 17.5 336, t9A 284 i4.B 33a 145 27a t25 �.. .... .,.. �.. ena 1u ns 2m 18f 252 15.{ 26B 183 249 13,D 2a91 14.9 218 1f.e 2aB Eta 240 aB �+ "3 .� � � '3 ti .. O_ U U c�� �i Fs ,.qq� �B+� &� < �� 17J5 17a.0 521 154A 1802 170A 1577 t70.Q 9a0 17a2 t57i 17aA 149i f70A 758 im.3 i195 170D GOt tt40 E8t 93A U91 770.0 lt6B 1N.i 0m 68.4 1158 1N.5 1048 116.9 81B 5BA t049 11&9 B55 Ha,7 .748 52t tf55 88.7 am 69.8 02B 40.5 8m 119.7 a .. Un`e �'_ 527 880 758 eat B03 ef9 716 8.2T 721 6a.8 581 34.t 721 60.1 add 51,3 590 07.6 881 60,8 614 Oa4 4m 20.0 514 2A.a 452 24.2 359 111.E 452 228 357 i82 297 1i.0 35Z i5.0 J3a i4,e 273 11A 3Ja 19.8 7aB tlA 23a B.7 280 10.4 G8S iN 4D3 355 ZB7 28B ?32 �L.�IIGSQt•IIr3i'� la,i✓i'�tlfili ■•n�r� FIGURE 1: FIGURE"-O-= ' FIGURE 3: ANGLE CL2P MUST BE USED IN PAIRS. FIGURE4: FIGMIS FIGURED URE& Is I 4NCHOR GAFACLTYAD.IUSIM[J4I rUx Uu ODE-) X ( ANCHOR CAP.,,,,,,,., =ANCHOR CAP.,,, MULLION OAP., oaa., USETHIS FORMULA TO OBTAIN THE•ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSUREREQUIREMENTFORTHE OPENING, WHEN IT IS LOWERTHANTHE MULLION CAPACITY (FROM THETABLE) OFTHESELECTED MULLION, IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLB. I TABLE NOTES: 1) SEE SHEET 7 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 23 LINEAR INTERPOLATION BETWEENI MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT70 SCALE FOR EXAOTDIMENSIONS, SEE SHEETS 21 23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE MOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACl 301 SPECIFICATIONS. HOLLOWANO GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALLeE PRESSURE-TRF�ITED YELLOW SOUTHERN PINEWSTHANSGOF0.55.ALUMINUMSHALLBE8D63-'ffiANDBEAMINIMUM OF.12S' THICK STF EL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK(1S GAUGED. STRUCTURAL STEEL70 BEAT LEi157.125' THICKAND A36. ALLANCHOR5 IN7 0 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 17•]E MATERIAL. #10 & #E2 ANCHORS BST,1M1f000 MAY BE STEEL,18.8 S.S, OR 41D S.S. PRODUC'1:=lsED u c0tnlltying lvdh tSoI7brida Building Code ms o-s AceeptOucc 'a te"t Emt an Date By Mi DadO PmOUcI 5�\1f ll lrf fll 3C • No.6B705 fATC 'ZL: A LYNNEM�LLER,P.E. FL P.E# 68705 AnchorCUPPatt4mg ffARD CLIP. , TASL�ENOTF. 1);SEESHEETI FOR INSTRUCTIONS ON USINGiHETABLES AND SHEET25 FORINFORMATtONDN LOADING: SEE SHEETS 2-4 FOR GENERALINSTALLATION METHODS. 2) LRJEM INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING VYIDTHS IS ALLOWASLE S)MULLIONAND'MULI.IONCLIPSSH6WNN`AR QONiiCALE.FOR XA SHOMONSHEETS.21.23TFlGURESSHW 18•S S.S. OR 410 S.S. W ic:N�,58705 Sr T fill 1'X4',X.12V A. LYNN �71�ER P.E. MULLION FL P.E.#'S8705 .376 robs T" Ion 121, 40 in A.8261n n In fA inln BSin 661n 7zN MN yE In 101, 96 NN i031n Anchor CIIPpa@ems ANGLE CLIP (FIGURES 5&6) MUST Be USED IN PAIRS. ANCHORS INTO WOOD MAY 139 STEEL, i8.8 &S. OR 410 S.S. m, el0loc WA ian �— —.. — --— _._ 1 p WA WA WA WAi WA WA WA N!A '1430 ms PRODUCTRL•V]SfiD !A 2801C A 3151b1 WA! 440 ma WA 3411ns 4421ba 560me As eomplYinB WIl64wFlOrids. fA 360I� WA WA WA' WA WA 0031bs 9 h 11.. Bti1d018 Code ANDARD CLIP. 1.asz• f—• —{ 1.000" f-- AwceNo 16"°21$21 E pW DDTe By TABLENOTES: I Mi 'Dmdorrudud 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION t t 1 I I f r 1 ON LOADING, SEE SHEETS 2-4 FOR GENERAL WSTALI.ATION METHODS. ``� ,� LYNN 2)LWFARINTERPOLATIONSEfWEENMUILLENGTHSANDlOROPENWGWID7HSISALLOWABLE, �,. ��GEMSg ••,�+ 33MULLION AND MULLION CWPs SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE 4,000" 4.000'ax Nn. 58705 SHEETS21-23.HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONS _ SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. �6 :U 4) SUBSTRATES: CONCRETE SHALL CONFORM TD ACI 301 SPECIFICATIONS. HOLLOW AND T ;YE 0. ? GROUT -FILLED CONCRETEBLOCKUNIT(CMU)SHALLCONFORMToASTMC90.WOODSHALLBE (�'. C` PRESSURE-TREAT£DYELLOW SOUTHERN PINE WITH AN SG OF0.65.ALUMINUM SHALL BE �LOR10L`•' 4 � 6063-TSAND BEAMINIMUM OF.125'THIMSTEELSTUDSTOBEAWNIMUMGRADE33AND.045" 375',`THICK (18 GAUGE). STRUCTURAL STEEL TO SE AT LFAST.125"THLCKAND A36. ALLANCHORSL p{JI,JN MILL F�, P.£. 1" X 4' X.375" L! INTO METAL SHALL EXTEND AT LEAST SSCREW THREADS BEYOND THE MATERIAL #f0&#12 IT, -MULLION MULLION FL P,E#58705 A -E 813 AneborCllp PAMBne FIGURE4: FIGURES: O UE NDANU cur. i TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION cups SHOWN ARE NOTTO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS21-23. HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2& FIGURFSiSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL ICONFORM70 AC13Di SPECIFICATI0N8.HOLLOLD AND GROUT-FILLEq CONCRETE BLOCKUNIT (CMU)SHALL CONFORM TO AS UI* WOOD SHALL BE PRESSURE TRFATkb YE[ LOW SOU HERN PINE WITH AN 6G OP G.sS. ALUMINUM SHALL BE 60G375ANDBEAMINIMIJM OF.12s '6'11CKSTE> LSTUDSTOBEAMINIMUMGRADE33AND G4S THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.I2S TH.ICICAND A36. ALL a n R 2 ANCHORS AL HAL NTO W OOD M E STEEATLIALr188 SS.OR RO sS. BND THEMATERIAL °i PRODUCTREVISED ns samplYMbwithtl�o F]pir'm Buildiub Cade 16.. 6'LI4 IGURE I: FIGURE2: 0 :IGURE3: —~"—' ANGLE CLIP MUST ® © > BE USED IN PAIRS. FIGURE 4-. FIGURE 5: FIGURE 6: nl.9 ff 70 11: 1 X If. - ANCHORCAP.- USETHIS FORMULATOOBTAINTHE`ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENTFORTHE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TABLE NOTES: I i) SEE SHEET I FOR INSTRUCTIONS ON USING 7HETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOTOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ;IjEws zj-2s. To BE Dmuiq IN THE FIELD ONS SHOWN ONSHHETS EOLES 21-23.FIGURES SHOW SUGGESTED,AP ROMMATEHOLELOCA7TIIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM. TO ASTM C•9D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE mTH AN SG OF 0.5r, ALUMINIUM SHALL BE 6083-TSAND BEAMINIMUM OF.1D0°THICK. STEEL STUDS TO BEAMINIMUM GRADE 32AND A451 THICK (1S GAUGE). STRUCTURAL STEEL 70 BEAT LEAST.123' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEI4D ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 $ M2 ANCHORS INTO WOOD MAY BE STEEL.18-B S.S. OR410 S.S. 1250• 325D• ,100• I 1.25• X 3.90 X.1OT MULLION �z 0 wlib tha 0`; ��• Na 50705 �� liA'' s•iAE r• �.r; 10Nll\ • `:1�� A. L'S•NN OLLE , P.E. FL P.E.058705 Toln GOtn so In al loot. 129 SO in Pr P � 6- RoctrdWim TnpRdanO. Meloa4olm Trn� & a Aoelaoqulm TiePRiunP. Rnabnpo6t TmpfTnanp: Rtctm60ht Tdp1fn10A. RICItn90im To A:n . AoQa lat TIL .. ,P' Larding L-6-9 Lw611 Lac6n➢ Loa6 lnaduq LadAP lnadm0 SnaCmP a6m0 Ructmpvly TtcdfrinnP. Racla m Yid t6 nA [mdkv load'a,P Iaadn0 °Q >. +- LPadnA la6dve 1m b. 1 S oo cp�i@� Sb Sv u a °� E9 a. S: 5 'R°. s �' r•x- a -RR-ya m 5�c 5 fit. d�� Zra �. ter. kk & 5 e �• g' '9 r�.fb+, ga R�, �z �3 �� f< �� & $C.'�� GIP 170.0 1110 170.D 5R1 117mi1P10 770.0 ,6P1 fT0.0 1f8P 1f0.0 6Rl AOA n.e fm.A �n e.5 199 1770.0 GA m rs 210 nin 07n IGIo 00 N ilia 20R Min IGURE 1: FIGl1RE2 FIGURES: ANGLE CLIP ® ® BE USED MUST ® IN PAIRS. - FIGURE 4-. FIGURES FIGURES: me— ff 7m T—,DDl O )X fANt:nON 1t+r.,,,„,.,,�� eANGKOR CAP.µ, \MULLI 1SETHIS FORMULA TO OBTAN THE "ANCHOR r" APACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THEMULU07 MU LUON_ IT WILLMELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE TABLE NOTES i) SEESHEET 1 FOR INSTRUCTIONS ON USING-THETABLES AND SHEET25 FORINFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. S) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS. SEE SHOWN ON SWEETS 21-23. FIGURES SHOW SUGTO BE DRILLED IN THEEGR_STED. AP ROD FOLLOWINGOXIMATE HOLE IMENSIONAL OESCA�7IIONS. NS 4) SUBSTRATES: CONCRETESHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.S5. ALUMINUM SHALL BE 60SS-T5AND, BEAMINIMUM OF.100-ITHIMSTEEL STUDS TOBEAMIMMUMGRAD933AND 045' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICKAND A36. ALL ANCHORS INTO MErCHORS LSHALL EXTEND AT LEAST EEL. 3SCREW OrHRFR41 Sg BEYONDTHEMATERIAL 126'X2.Y6".X.624' MULLION m �j �t\t1 i11!lrl�, RE F��):: �CL•IYSF''C��'I ��i 56705 C IN !!, A. CENNIYvS(CLR`P.E. FL P.E.9 56706 !jichnrCllP PAHOM11 FIGURE 4. FIGURE S: TABLE NOTES 1). SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE_ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED, IN THE FIELD FOLLOWING DIMENSIONAL SHOWN ON SHEETS 21.2.3. FIGURES SHOW SUGGESTED, PRDKIMATE HOLE LO 7 RESTRICTIONS SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55, ALUMINUM SHALL BE 6053-TB AND BE A MINIMUM OF.10V THICK_ STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045-THICK 118 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125`THICK AND ABS, ALL & # 2ANCHORS INTO METAL SMALL INTO WOOD MA HErSTEEL,LsT 3 SCREW R 4 READS BEYOND THE MATERIAL Iti �/ t1111[111 J�U 1��,•' 41CLNSF'. Cr No.56745 Ll a C� l ' �'',S910NAL A. LYNNIMIll&, P.E, FL P.E.# 58705 5 bo N In um m.hmrC9P Pntlems FOR JRE1: ® m IGURE7: FIGURE& FIGURE9: FIGURE10: i( �11 111`IIII Ilpl�l ANGLECLIP MUST BE USED (FIGURES Slrll I D AD m m O IN PAIRS. 4VALUESASTHESTANDARDCLIP. �CIRCLEDVALUESAREUSEDINTHEDC4MPLEONSHET24. TABLENOTES: GENERAL I1) SEE ET I FOR INSTRUCTIONS RUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR S. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 70 BE IN 7HEIFlELD FO LOWING OIMENs10NALREs7RICTIONS SHOE MOTTO WN ON SSFOR HE TS21•Za FIGURESSHOW SUGGESTED, APPROXIMATEOLE LOCATIONS. 4) SUBSTRATES: CONCRETESHALL CONFORM TOAC1301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETEBLOCK UNR (CMU) SHALL CONFORM TO ASTM C•90, WOIID SHALL 13E PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE6093-TSAND BEAMINIMUM OF.125"THICK. STEEL STUDS TOBEAMINIMUMGRADE33AND,045`THICK(18 GAUGE). STRUCTURAL STEELTO BE AT LEAST .125` THICK AND A3S. ALL ANCHORS INTO METALSHALLEXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL.18•B S.S. OR 410 S.S. — 2• X 4' X.25'?AULLIDN s= V ��1ll IIlL ffw i •i` = ti0. ISG705 S CA7E ' • a'. A. LY �JWAIOR, P.E. FL P•E.# 58705 pnnhor cup Patteme TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEI.25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN. MULLLENGTHS AND/OR OPENING W IDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES-MUrIONSSHOWNON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CDNCRETESHALL GONFORMTO ACI S01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 440. WOOD SHALL BEPRESSURE-TREATEO YELLOW SOUTHERN PINE WITH AN SG OFo.85. ALUMINUM SMALL BE6063-TSANDBEAMINIMUM OF.12S^ THICK• STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045, THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125^ THIOKAND A36. ALLANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL. #16 & 412 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR410 S.S. 1 PRODUCI'REVISED =complyin5 with the mtft F•--2.000^^-I BullangCods 1�0^O°�t$•O Anreplm,mNo 2�1 imti Hate Dy 1 NIJA l edo rmducc ��1lullrr� 6.000, IIp,68706 'rrr= �:��'•. • e ATC OF •.�'�: 2^xe•x2s A. L1/t5N'NiIP.E. MULLION FL P.E.# 68705 chorCllp Patterns TABLE NOTES! 1) SEE SEE 2-4 FOR GENERAL MSTON USON METHODS. S AND SHEET25 FOR INFORMAMON ON LOADING. SHEE 2) LINEAR INTERPOLATION BETWEEN MULt'LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. IGURE t 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 28, ® FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST HE USED IN PA1RS. 4) SUSSTRATM; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROAT -FILLED CONCRETE BLOCK UNrr (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF .125' THICK. MELSTUDS TO SEA MINIMUM GRADE 33 AND'.045' THICK (18 GAUGEj. STRUCTURAL STEELTO HE AT LEAST.125" THICKANDA36. ALL ANCHORS INTO METEN AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR410 S.S. 4 ARCJUCr REVISED ai =m.w erz wishlh-Tlmida �,Zj 1YNN ILf,(�'�i�� `•i �. I1p, 887D5 r� i UrroV NON A. LYU141FAILI E t. P.E. FL P.E.# 58705 k k ik ! In 4IM1 B In °IM1 mchor011p?aReme FIGURE i' FGURE2 FIGURE 3: 17, ANGLE CLIP (FIGURES 1-3) MUST REUSED IMPAIRS. TABLE NOTES: 1) SEE. SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND S14EET?5 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. _ 2) LINEAR INTERPOLATION BE MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE HOLES TO BE DRILULLDIMENSIONS, MULLION AND MION CLIPS SHOWN ARE NOT TO SCALE FOR SCACT LED N THEFIELD FOLLOWING DIMENSIONALAESTR1Cf DNS S14OWN ON SHEE 24 23. FIGURES SHOWSUGGESTED, APPROXIMATEHOLE LOCATIONS' ' 4) SUBSTRATES: CONCRETE SHALL CONFORM TOAC301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLGCK UNIT (CMU) SHALL CONFORM TO ASTM C50. W000 SHALL BEPRESSURE=fREA7ED YELLOW SOUTHERNPINEWITHANSGOF0.65•ALUMINUMSHALL9E6ae3-T6ANDHEAMfNIMUM OF.125` 7HIC}L STEEL STUDS TO BE A MINIMUM GRADE 33AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXCFTlOATLFAST S SCREW THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAv BE STEEL i&S S.S. OR410 5.5. 30`BAY MULLION PRMUCTREVISED u complying with Iha FIMUA SWISm2Cade — rp By ' Mi Dodo PiCdalf Lilt,41g4 t-rasf OF A. i NN MILLER, P.E. FL P,E.# SS705 6 L LL ,ti fln IH Dini 'In aN 2" ,ain )D In is N 01 In M In Ip In t4ll- ,nchmrcbp Patten - FIGURE 1: FIGURE 2 m ® e a FIGURE 3: m m @ b a ANGLE CLIP (FIGURES I-Z) MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHS AND/OR OPENING WWDTHS 1S ALLOWABLE. 3) MULLION AND MULLION CUP$ SHOWN AIRE NOT TO SCALE FOR EXACT DIMENSIONS, SESSHEETS 21 23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BFPRESSURE-TREATED YELLOW SOUTHERN PINEWITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125- THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .D45' THICK(18 GAUGE). STRUCTURALSTEELTO BEAT THE ATERIAL iti & #12ANCHORS6. ALL C INTO WOOD MAYBE STEEL,HORS WO METAL SHALL EXTEND &S. OR LEAST &S. ADS BEYOND m VON Af `� No.Se?oS A.�CYNPl"'4L FL P.E.# 58705 1111h - I 140D' 'f-- :125• 2 1•X2d6'X1375M1 I 808FIVALUM. %SECTION 1 I 2,2s. 1U•.CLIP 6 W3-T6 ALUM. *SECTION .1z6•T B' --i -74V STANDAROCLIP :6063-46ALUA TOMEW X5" MIN, I 1 1 I f OFFSETCLIP "t1063•TB'ALUM. 70pVIEW .338" MIN. Cu6U-CLIP3•TB,AIUM. TOP.VIEW zWr RrERoFANcHdRLEMUSTLIF,THIN THE DASHED.' BOUNDARY- SEE 'SHEETS 5-17.FORTHE •ANCHORO.C. DISTANCM AMUM ANCHORHOLE 'DIAMECER:ANCHOR DIAMETER+1110'. LE S 1-X2.75X.650' MULLION 0053•T8'ALUM. %SECTION 3.12a .126° 1'X 3.125' X.5• MULLION :60a3TB ALUM. kSECTION •--� I•'-•-12P , 2XSANGLECLIP 6063 T6 ALUM. '20 XSECTION 125- �5.OD0'—j L 77 _ _ _ _-1 2X5ANGLECUP 6063-T6AWM. 1'OPVQ W. CENTER OF -ANCHOR HOLE MUST LIEWITHIN THE DASHED BOUNDARY. SEE SHEETS 547 FORTHE 'ANCHORD.C. DISTANCE: MAXIMUM ANCHOR HOLEDIAMETER:ANCHORDIAMEIER+ 1116'. TAB Mullheet#). PGT Part � Mullion Std, Oil 'c Offset clip ❑ cllp Angle Clip (5) • 86605 666113M' 6661118M fi66243M 866511M (6) . 66m.. 666114 6661i19M 666244M 666512M "(I)' 6666/686115M0 (8) 666D8 666116M' 6661427M 666246M 666514M Y' X3.125" X.SW' (9) 65637M 16681116M 6661114M 666242M' 866515M 1.251X3.188" X265' (12) 86841M 6861117M 6661113M :86644iM BUS16M 1.28'' X2;111 X.425" (18) 69370' WA I NiA NIA I 666517M NOTES: 1) HOLES.TO:BE12RILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS GNETI ONTHIS SHEET• 2) SEE' SHEET$5 20 FORSUGGESTED. APPROXIMATE HOLELOCATIONS.& ANCHOR O.C. DISTANCE 21?6' 1 .,25' .600• fi 126'.X2.11'X,12S MULLION 6083-TB ALUM, XSECTION TABLE A Ailnen6lon U'nl m.,o } For MuElont A 1.625 1' X2' X.125' Aluminum T4be Mullion B 2% C. 0.8951 D 0;74D .A 1A25. i'X2'X.375' Aluminum Tube Mullion B 2.404 C •O.635 D 0:49V A 1;875 1" X2.7b- 'X i376A[Uminum Tube Mullion B 3.000 C 0.757 D 1 1.118 E .45D Min. A 1.312 1'X2.75'X .650° Aluminum Tuba Mullion 8' 3AD0 C DA76 D 0;836 A 2.000 1' X3.12S'X SDp+Alum Tube Mull .11 2.517 C 0.863 D ii137• A 2625 1.25' XG:1B8 X.265—Alum B: 3.262 C D 0•B6Z 1.762 Tube Mull A 1.813 1.28' X2:11" X .121" Alum Tubo Muil' 3)SEESHEETS94FOR GENERAL INSTALLATION METHODS. I FL 1.600. `+-1:Osr 7A0` :a83+.. ` .365` � �F+(� 125• t 43S DARD CLIP4.DOD' 2125°. 2X5ANGLE'CL1P 20jjj] -TBALUM. 2000'ECTION U,CUP_sop_T6ALUM.0082 %um- 1 '1(SEb'RON.125° 25` .125' . I XSECTTON L 12W .631 .125•J CEN7EROF ANCHOR HOLE MUST UE VATHINTHE • DASHEDEOUNDARY.SEE'SHEETSS-20F0&TNE .126 - .375, fl55' .3Zfi" ANCHOR O.C. DISTANCE )"mum ANCHOR _ - HOLE DIAMETER: ANCHORDIAM67ER.+1/76•. x:h•X,1is rx4"Xars rx:4�ka7s.. `P'-MULLION MULLION, i3•T6�ALUM. MULLION �608378ALUM. .608376ALUM. .97If, :-SECTION XSECTION' XSEC310N MIN. 1.2sD' 2375 3256° 3:84" a..a .100' o0' 624" °. L25'X9,25+X.l40• 1.25'X325'XA24' 1:25"S(2:84•X.6241 MULLION•,. 800ST5,ALUM. 'MIULUON �6005-TsALUM. rAULupN e605T5ALUM. XSECTION _ XSECRON XSECTION- t-..---�, 3A66 w1 nc�" .375' 2CF:FATEECLIP,.SEEDETAO:P,SH MF 1-� i . STANDARD CLIP U•CUP .6o63-TB ALU M. 6053-T U ALUM. FA;CFANCHORHOLE.MUSTUE TOPVIEWI i—ua.necuEn BOUNDARY.'SEE TCPVIEW 0.Y'MULUON I nvvrlvntvm. LTBALUM. I: XSFLTfON , SECTION . ' I ' ;228-1 1-.8t3P'-4 ES: TOLES TO.BE ORILLEl3 IN THE'FIELD FOLLOWING D)M)ENSION&IIESTRICi(ONSGNEN ON7HIS SHEET. IEE- SHEETS 5.20'FOR SUG-dESTEO. APPROXIMATEHOLE LobATIONS: MESHMS.14FOR GENERAL WSTALLATION METHODS. SHEETS5;20FOR MMANCHOR O.C. DISTANCE MAXIMUM' 'ANCHORHOLE DIAMETER: ANCHOR .DIAMETER+ 1116'. ^ Mullblmeneion (sheath) Mul"on PGTP.att71 I Std.:Cllp OHaatdlip .tl Up AndloCUP 1'X4' X.12S (10), '683K SWIM 888l422M I 886241M M6518M 1'X4'X.37W(11) 66MD I 88•,6112M SM1123MI 666242M. 666518M 1'X4-X:37S-r 01) 66653 666112M 806i123M 68fr7A2M 880518M 1.2S X3,25'X 100 (13) 20180. WGI127M 880112AM 6,802410M 8865115M 1.25TX3.Wl X 624 (14) 21181, BW1128M 87"IM ' 8886t16M 126'X3.94'X.62h`(15) 2D182 1,881112'M 8001117M 6661128M 886241M 686517M1 3oDevea (111)- 8fi648 . NIA WA NIA 6%5110M Asommv(20) I SM50 _ NIA _ MA I WA 'SM111M .8 :2o'L 3 a '•. i �-c No.50705 '4rYN S. FL P.E. 56705 E lmeni PGTPart9 9 leet4)MUM.- Std.CIIP U4rliP*6.665J12M X.2W 66602 666261M 886271M ' 686D4 566262M 666272M 5665113M STANDARD CLIP X .25" I 0063-T6 ALUM. 2.000' X-SECTION i 12S 7-5 TO BE DRILLED IN THE FIELD FOLLOWING SIONAL RESTRICTIONS GNEN ON THIS SHEET. SHEETS 5.20 FOR SUGGESTED, APPROXIMATE -OCATIONS. SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETC 3.500' CREATE F-CLIP. .376" 2,000' .375" _ 6EEDETAIL F. MIN. 5HEEr4 MIN. ----- _-_.-- L--_----- . I I I I I I F 1 I I I 4.000" i _-I- 3,438" :50' 2'X4"X.W j MULLION 6063TSALUM. i X•SECTION I 1 L- STANDARD CLIP CENTER OFANCHOR HOLE MUST LIE 6063,:M ALUM. .250' WITHIN THE DASHED BOUNDARY -SEE TOPVIEW SHEETS 6.20 FOR7HEANCHOR O.C. t-2.000--I 6.0DT 2'X 6'X25' MULLION BD63-TS ALUM. XSECTION MIN. SHEET4 SEEOETAILF. MIN. i � i 1 I 1 1 I 1 I Ill I 1 I I 1 It 1 I 1 1 11 I 4.688" I 1 I � I I t I I L.. STANDARD CLIP 6063-ALUM. TOPMEW U-CLIP 6063•T6ALUM 2.126, X-SECTION I .125' I TER OFAKCHORHOLEMUST LIE 41H THE DASHED. BOUNDARY. SEE EIS 6.20 FOR THEANCHOR O.C. ANCE. MAXIMUM ANCHOR HOLE AETEM ANCHOR DIAMETER • 1116'. rL .376" I i f i U•CUP 6053-TG ALUM. USED FOR I. X 8- MULLION SHEET 17 TOPVIEW --i F'-.125' Ap5 ANGLE CLIP 6083•T8 ALUM r . XSECTION 2XN .125' $438' L MIN. 2X5 ANGLE CLIP CENTER OFPANCHOR HOLE MUST LIE 6063TSALUM. WITHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS S-2D FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOFt DIAMETER+ 1116'. 2X5 ANGLE CLIP 6051-T6 ALUM. TOPVIEW MIN. (11 Plm-da YL=8.03 E. 20-o} � . Uitllnu� 0 KIN le, �•' i•Jo. 58705I '{ ' slS Eop� ; 4,,`� ;l�� A. LYUWAILLER, P.E- FL P-E-# 58705 P1:Et'SINGLEVERTIdALMULLION- - THE BUILDINGSUBSTRATEisKNOWNTOBEWOOD.ONALL FOURSI➢FS.7HEWINDOWFRAME DEPTH 152.11R.THEOPEWNGREQUIRESADESIGNPRESSUREOF+60.ol-m.OPSF. 1) WITIALLYASSUMING7HATAi"•WIDEMULLION IS'SUITABLE,THEMULLIONLENGTH IS72-ANDTHEOPENINGWI6TH IS3Y+32+1'=O.S:RI FERENCINGS}MEf25,THECOLUMNUSING NOANcif08s_WNEAO RECTANGULAR LOADING MUST BE USED: SCAN IIJEMIJUJON TABLES FOR A MULLION THAT ISAT LEASTTHE WWDOW FRAME'DEPTH OF244' AND WILL MEET OR�I](CEED7HEREQUIItED DESIGN PRESSURE OF+60.01.60.0 PSF. IFTHE TA9LEDOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LARGERS¢EAVAIIAELE. SEEE FROM. TABLE 3A, SHEET7,7HE IJXZ76"X.376•MULLION(LENGTH =72", OPENING WIDTH=701)MEETSTHEDEPTH .REQUIRED;HOWEVERTHE DESIGN PRESSURE It 41-0.3 PSFAN13WOULU FENESTMTIOH DETAIL# SHE S NOTOESUITABLEFORTHISAPPLICATION. ' PRDDUDTS .AYP.ROVAL-1 .FROM TABLE4A. SHEET• B THE 1'X+Zl5'X:650• MULLION (LENGTH =72 , OPENING WIDTH-70')HAS ADESIGN PRESSURE OF+1727PSF WHICH EXCEEOSTHEREQUIREMws FORTHE AND MAY.BEUSED INTHISAPI'LICATION. NOTETHEANCHORCAPACITY REQUIRED OF 698 LES. TrOPENING IWoN jJpfj{ - 2)USETABLE4BTOF.INDMEI+NCHDfiTYFE, ANCHOR QUANTRYANDCLIPTYPEREQUIRED FOR 'fHEW000SUBSllRATE,9OTHTHESiANOARDCLIP WITH{4)ir12'ANCHORSAND`THE2X5 4 ANGLE CLIPS WITH (4)#12ANCHORS'HAVE A CAPACITY 0F.885 L BS. THOUGH. EITHER ONE COULD BE USED,THESTANDARD.CL1.P 1s EASIERTO INSTALL HEDE$IGNPRESSUREOF:7HEFENESTRATIDNPRQDUCTS.USEDWRHTHISMULLIONSYSTEM.THELOWERDEsIGNPRESSURE,OFMUW4NSORFENESTRATIONPRODUCTS,WILL 3)VERIFY7THE OETAtLSI. SHEETS OVERALLASSEMMY.19NAL DESIGN PRESSURE REQUIRES THAT THE 807H THE MULLION APPY.TO'ANDTHE FENESTRA7ON PRODUCT EE INSTALLED IN ACCORDANCEWITHTHE L ' '2J INSTALLATIONSPEGF1CAiioNSINTO'AE$PECRVESUBSTRATESANDFENESTRATIONPROOuOTSTOMUWON: AMPLE, TNE-DESIGN PRESSURE.REQUIRED blAS *J-5D.O.PSF.THE OVERALL MULLION SYSTEM WAS'DETERMINEDTO SE727.PSFVMHAN'ANCHOR CAPACITY OF 635 LBS.ALTE.RNATIVELY, I4.�•Nz4 N:70HoRsTNw!N?Ow .INTHISEX THE•'ANOHOk CAPAOTTYADJUSTME.NTFORMULA'000LD HAVE'BEEN USED TO CALCULATET7IE ANCHORCAPACITYREQUIRED FORTHEEXACI'DESI.GN PRESSURE OF 60 PSF:' LnU➢•tHtoiH •(BOPSF}X�S36LE5�_524BL&S (MAYBEUSED'TOO.UALIFY$10'STEELSCREWSFROMTABLE4B) DPEtOHalA7tiiF1 727. PSF _ 7HEBUILQMG SUBSTRATE IS KNOWN TO BE CMU ON 7HEJAMBS ANO USESACONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH 152i310lTHE OPENING REQUIRESA LWpLE2: muuh0LEMUWCt4S MULLION (LENGTH ='106',OPENING WIDTH =80')MEETSTHEDEPTH .REQUIRED, HOWEVER THE -DESIGN PRESSURSIS 0-15.1 PSF w fl_ ILFROM.TABLE3A,SHEET'7,THETX2.75"X.37W 2 U ANDWOULDNOTBESUITABLEFORTHIGAPPLICATION. I U 8 FROMTABLE'12A,SHEET16,7H15=41•:X250'MUWQN(LENGTH-10W.OPENI.NGWIDTH=80") HAS ADESIGNPRESSURE OF+L64.7PSFWH(CHEXCEEDSTHEREQUIREMENTS � Z y 0 FORTHE OPENINGANO MAYBE USED IN 7HIS'APPLICAXION. NOTETHEANCHOR:CAPACITY REQUIRED OF971 LIDS' >o gS uo BECAU$EITISNOWKNOWNTHATTHEMUWONWW.AOD2"TOTHEWIDTHOFVEMUUJMPNIT.THEADJUSTEDOPENINGWDTHI536•+36•+2'=7q",N0TT3"AS PREVIOUSLY g ASSUMED-VERIFY74ATTHE DESIGN PRESSURE I9 STILLAPPLICABLE FORTHE ADJUSTED OPENING.ALWM4ATNELY,7HE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN iHE73' DIMENSION (351iP+35=S2•+Y=737- 2)USETASLEI2510FINDTHE:ANCHOR:TYPE, ANCHOR QUANTTIYANDCLIPTYPEREQUIREDFOR7HE•CONCRETESUBSMtET IN7F0 MMPLE,ASSUMETHEPOURED CONCRETE HEADERAND SILLARE.8- WIDE.IFTHE MO WON CUP WERETO BE CENTERED -WITHIN THE r, CARE MUST BE.YAKENTO MAINTAINTHEFASTENER'S EDGE DISTANCE. USING THE'STANDARD OUP%Nn (6)'311.6'ULTRACON'ANOHORS ATAN EDGE DISTANCE OF2.112" GIVESAN ANCHOR CAPACITY OF 1650 WS WHICH IS GREATER,AND- THEREFORESUITABL.:E; FORTHEREQUIRED ANCHOR CAPP.CTR' OF871 LBS. FORTHE HORIZONTAL MULL IONS: SECAUSETHE VERTICAL MULLWILL BE A'2• X 4' X,250" MULLION, IN THISEXAMPLE WE WILL MATCH THEHORIZONTALAND'VERTICAL MULLJONS, ALTERNATIVELY.ANOTHER MULLIONTYPE COULD BECHOSEN. PRO➢UCTaGVISED '1lTHEMULLION LENGTH IS36"ANCZHEOPENING HEIGHT 1532472•+2`=106':REFERENCINGSHEET 25, THE COLUMN USINGI"..EZ01DAUiRRIMIGULN2•L.OADING'MAYBE Ivcomplyiit yilh(My1mfda 6.0218.0,3 'USED FROMTAB1:E12A,SHEET.1s,THETX4°X250`MULLION(@LENGTH=42••OPENINGHEIGHT"207HASADESIGNPRESSUREOF+M70.0'PSFWHICHEXCEEDS'THE AMCc* REQUIREMENT.5FORTHEOPENINGAND MAYBE USEDINTFIISAPPLICA710N NOTE7HEANCHORCAPACMREQUIREO'GF521LH5- pimuonD-Ab a0$( -2)UsETABLE'128TO P1NDTHEANCHORTYPE;ANCHORQUANTITYAND CUPTYPE REQUIRED FORTHECMU SUBSM.TEIN7HIS'EXAMPLE,ASSUMETIIECMUJAFdIBSARE 8" Dy. WIDE,IFTHEMULLIQNCUPWERET05E'OENTEREDWITHINTHEB",CAREMUSTBETAKENTOMAINTAINTHEFASTENER'S!EDGEDWrANCEUSINGTHE2XSANGLECLIPSWITH [4) ZRIP ULTRACONANCHORS ATM EDGEDISTANCEOF I' GIVES AN ANCHOR CAPACITY OF'540 LES WHICH Is GREATER, ANDTHEREFOREs,U1TABLE, FORTHE REQUIRED KJ;nm DoaehoaaaCo + 1.tl1I Ill n. ;�r2, LYNN 4,r"//le ill ANCHOR CAPACITY OF 521 LA.S. 4)FoRTHE.U-CUP1NTHE HoRI20NTALMUL40NTOVERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF521,LSS:TABLE128FORTHE U=OLIPSHOWS THEANCHOR ` .. �1GCIVSF'•;F/Ij � , APACRY IS1074I RS WHEN USING3 ANCHORS, WHIM IS GREATER, AND THEREFORE SUITABLE, FORTHE•REQl11iiED ANCHOR'CAPAGTTYREQUIREMEw F521 LB5cTHE _ ANCHORTYPEISA#12SMELSCREW. FROMTHEABOVE'S'TEPS;OURMULLIONDESIGNPR.ESSUREIS: -_ � •'� •1.64.7PS5FROMTHEVERTICALMUWON;: +l.i70.OPSFFROMTNE36"HORIZONTALMULL1Oh771TT'ACHINOTOCMU; -'3 N � 1� ` ! �� +/,-170:O;P$FFROMTHE.36°HORIZONTAL+MUWONATTACHWGTOTHEVERTICALMUWON(INTERSECTION). (� S'iAfGO- tea; THE.LQWESTtiESIG(y.0RESSIIBE)S+(44.7:PSFAND WOULDAPPLYTOALL OFTHEMULCIONS % h ••, F(0[LypP;: VERIFY7HEDE816NPIiESSURE,OFTHEFENESTRATIONPRODUOTSUSEDWITH7HISMULUONSYSMM.THELOWERDESIGNPRESSURE,OF.MUWONSORFENESTRATION DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FESTAATION'PRODUCTSE INSTALLED IN PRODUCTS, WLLAPPL•Y TO THE'C.VERALL ASSEMBLY: FINALNE ���SS"�QjVInL �C1�� A-LY(VI1•MIL1112A-P.E. ACCORDANCE WiH THE INSTALLATION SPECIFICAMONS'INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO -MULLION: FL P.E.1F 58705 EXAMPLES OF RECTANGULAR LOADING' l LOADING OF VERTICAL MULLION LOADING OFVERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MUWONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILLOFWINDOWSNOTANCHORED WITH INTERSECTING VERTICALMULLION 01 L PW PW LOADING OF VERTICALMULLION LOADING OF VERTICAL MULLION 4EL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTALMUUdONS. No �- alI LOADING OF HORIZONTAL MULLION i L-L.---Il /Y - PW PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OFVERTICAL MULLION HINGED DOOR 0111 If / l LOADING OFVERTICAL MULLION 3 '' LOADING OF HORIZONTAL MULLION Q LU & .,-. r Z ¢X� Q Z N O PW O Z N O e' p � X O O O_ z mOxO SHIDHs` - "�� s0 m� / LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: ;42G4UCTREVJSED S) bRAWINGSARE s campty[als sriihilo I'lo::da GulldrsrgCade RERESENTATLONS OF TYPICAL AealaancnNo p PW CONFIGURATIONS. ;raft Duo 2023 CONFIGURATIONS NOT SHOWN Dy MAY BE EXTRAPOLATED FROM THOSESHOWN. Mien Pmduct 2) IF THE LOADINGTYPE CANNOT BE DETERMINED. USE ```1T LYNAr r�4, �,1 AlN RECTANGULAR LOADING. ``� *Otay,......... `.�' L\CENsF '...;Q 3 SEE PRODUCTS' APPROVAL FOR \: No..+070a •. ACTUALANCHORLOCATIONS. �•` ST ii OF .� LOADING OF HORIZONTAL A. NNIy Aw�F,":o,. MULLION FL P.>= # 58705