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HomeMy WebLinkAboutProduct Approval (2) �f y U a p ! ��^1 aProductSCISHome . LogIn ' UserRegistration 1: HotTopics ' Submit Surcharge ' Stats&Facts , Publications ContactUs ! BQSSiteMap links Search Utl Approval low%r USER:Public User Product Aoorovar Menu>Product or Application Search>Application List>Application Detail • FL# FL12856-116 Application Type Revision Code Version 2017 ski . •� F4 Application Status Approved Q Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.3ohnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ,., Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank I.Bennardo Evaluation Report Florida License PE-0046549 4i Quality Assurance Entity National Accreditation and Management Institute r� Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. > Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R6 COI IndjRLj ,pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12856 R6 EQuiv Egiu vl.odf FL12856 R6 ulv ulyZ.pd EL12856 R6Eg iuy Equ'v Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use In HVHZ:No FL12856 R6 II Dwol.odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Otter.Shutter meets requirements for"Wind Zone 4"and FL12856 R6 AE Evali.p�f Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party:Yes S Instructions for specific Design Pressure Ratings by size, ! additional use limitations and installation instructions. 12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"Alum (Pert and Non-Perf),Clear Polycarb(Full and Half) Limits of Use Installation Instructions Approved for use in HVHZ:No FL12856 R6 II_ Dwg2.2df Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ.See FL12856 R6 AE Eva12.Pdf Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes limitations and conditions of use. 12856.3 24ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels I Limits of Use Installation Instructions Approved for use in HVHZ:No FL12856 R6 II Dwgl= ! Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:+100/-100 Evaluation Reports Other.This product is not valid for use within the HVHZ or FL12856 R6 AE Eva13.12df Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes for additional limitations and conditions of use. i iaH4.:t iF:k-".t Contact Us::2601 Blair.Stone Road.TalmoEL 32349 Phare:850-487-1824 The State of Florida is an AA/EEO employer.Coayrtaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publio-reeords request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaits provided may be used for official communication with the licensm however email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine U you are a licensee under Chapter 455,Fs.,please dick tMLP_. Product Approval Acoopts: Credit Card Safe 24GA STEEL STORM PANELMAW L FOR USE OUTSIDE THE HVHZ &WIND ZONE 4 a� 1/2' UNLIMITED WIDTH "L: NO PEO046548 (PERP.TO PANEL SPAN) Typ 12'MAX.ON CENTER PANEL -'O: - 0 N W/8" ATTACHMENTTOMOUNTINO HARDWARE OR DIRECT MOUNT. ,O STATE Ofi 'i $$QQ ALLOWABLE SPAN SCHEOULE(8TEEL KEYHOLE PUNC"DETAIL PANEL8 ONLY) ALTERNATIVE HOLE DIA.OF PANEL ALLOWABLE DESIGN 5/8'IS ACCEPTABLE. SPAN PRESSURE TABLE 1 t{OTPSz 7d,y 120' +36.0PSF -3&0PSF • LINEARIHhPOLAriON QAI (ti 114' +38.2PSF •41.1 POP BETWEENSHUTfERSPANSIS 108" +44.2 POP ,44.7 PSF NOT PERMITTED.FOR SPANS p N BETWEEN THOSE INDICUED �0 100' +40.7 PSF •48.0 PSF ABOVE,THE DESIGN PRESSURES '{ .17 yt,� 102' +48.7PSF 40.7P8F FOR THE NEXT HIGHER SPAN 43, g8' *6gi PSF •60.1 PSF SHALL BE USED. in 00' +63.0PSF 83.BPSF • DESIGN PRESSURIS NOTED 1 B4` +73.4IzSF -73.4PSF in'fABLEIAMY TOAM 78• +88.2PSF .gg,2pgp MOUNTING AND ANCHORAGE f n CONDITIONS AND SHALL NOT BE y 72• +t00.OP8F tOCOpSF EXCEEDED.I �l 1I Mlmll� W{ 3E F � N NOTE:70P MAY BE SLOPED OR RADIUSED 70 MATCH GEOMETRY OF - NO NOTCHING OR MOUNTING HARDWARES pIE�VESHAPTES IS ALLOWEd. TYPICAL ELEVATION WITH HURRICANE PROTECTION STEEL PANELS ONLY MAX PANEL SPAN PER TABLE 1 � g+ N.T.S. EXTERIOR ELEV GEN1. THE ERAL NOTES HAS p g �p�p� �'Q' I 2:�N0 3 1�%IIO iN�G �NW WTFC IN BOE�USf DTNEDDE�I OFP'1 YE H FDE THE MI,WIND LORD DURATIOHUNW.01 FACi Cd 6 H2A8 BEEN usZ EMT S 3PRl DU EVAL [ttiE pU ULATE FNp� g 5y�� p p� gEpp A7��N��N��q� ACCOR4E E h NE VSE pDESIDPRE1 RBE A USE WITH THIS ti ACMIX,I$S�W17HE�b"GRAN CHAPTER 064OfN, iN Qi yy�7��}CM ANG b Uii IA ME AS DETERMIN D l 7 f D lACITY f O DA B JR 11�ppG NNDyyE S D 051 yyp?17 5 AiL LE TH NOR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAP VALUES b0 EGNNPREU EY9HtRNEEWARi?' ED OH MTAiXIMUMOTMESGT�D PRESSURES DIVSOED BY A 1. FACTOR. xl l 55g, �{ H lE EREIGGGN ISD ENgS�Poo S NNpTFVROVI E IINNFG/p�Mgb7uOINFpNRpD WR IN Dp SON 1N NQLyry.S O! RENT FROM o jt1 �77��{D ��y D A LiNND[EpTJRGTNaEp pO�ApRf�GITSTpEpp AROC�NyIgTE�CpT7S�HAiL P g��A{gA�p�y�g� FgI�CITEDGK��MSNryCF�DpR�UIN E g� . EV IUAT! SR SU OE�PPRODULTAPPROYAI,i}SEOFI�TiESEAPPROVAiNtTDOCUMENTSSHAt1.UCOMPIYWiTHUCWIPTER iG1 23 OF I¢dI . . 98�7�PPE� IT OLDER SSpNp R11 E ET TRANS UACgYpOgF� EArylTH G STRUy�Apry�REpT�pW N�STAN p�}{M {SJ�CD LOADS.BRICK VENEER PER ASTM Cbl (By f1 ALLS BENATTy�Pg�Ep�ETBRGEp�yJyF�A7C{TT{D{ED YASS�_SP NFPROTE�ON�YSTETCNAESS0t.�0p32"p� pQyy �}{ D_i(,ALL PO L P RERESLN( STABItl2ED).TYPIC 1011LE FY�EQ K515 U NGIN FbY IN KSI,B Fl.DOIRAi 13 AL1 EST` BE N63 TO ALl Ia"ALLOY.UNI ESS NOTED D AWiSE,ALL.TOLEANrtSCES S�f�ill WCORDANCE WITH ADM 2015. HOR1COpTr Y SHOWN MItY ti7ERCHANGED ws FlELD PD ADM WEN EIS MAY nt MO vEItTLCAU Y OR z OPTIONAL HORIZONTAL MOUNT llmtlsrt EXTE>'tIOR NNIAT iA�7� NRNGITN LI4BflS SPACED NOtF MORE THAN EVERY THREE LiNEAI FEET PER PANELANO SHALL FACE THE 1 N.T.S. EXTERIOR EIEY 14-2031 1g qLL ER Ei �^E191<g LELCYEI.D q�Z .1,ENSIICEpYfEtO.D �pp i O � N�L E �EREINED STEEL.�S�TA�INLESS STEE4 OR 2024-T6 ALUMINUM ALLOY WTtti A MINIMUM .. 1 S SHALL SE i 7TtA RATER SEEPAGE ISSSIBLETERIALS TO PREVENT ELECRtOLYSIS. a98 K L NENNAROO P E 12.00•(COVERAGE) 6.00"(COVERAGE) 2.sa' 2.50--1 �t-2.02• i {--2.02•-i f-2.02'- 0.0232' a� 1.00' �• • 40• a I.aO•} x E6. I. t I '1� N ��• I I Meq, 1A .No } 6.00• -�.011 41.0r8.332•HAIFPAItEL 1.07•} V 12•PANEL COVERAGE 75'(TOTAL WIDTH) 151/4'MAX TOTAL PANEL WIDTH18 STEEL HALF SiTORM PANELSTEEL STORM PANE Q NOTENEEALFbrow PAHELSHMLONLYBEtWASAN ib POLYCARBONATE STORM PANEL ENDFANELTOCLOSSWEREHALHTNOomme7EEAT AFI MAY EE LESS THAN FVLL PANELwom a a 0.062• }----MAX.5.238• 1/4-20X3/4 KNURLED STUDS W/ 1/4.20X3/4 KNURLED 3/4-20X3/4 KNURLED ' F-62- ? WINGNUTS 5PACED AT 32.O.C. STUDSW/WINGNUTS STUDS W/WINGNUTS0.125'2•� 0.320' t (DULECTION MAY 8E ETETUERSED) SPACED AT 12'O.C. SPACED AT 12'O.C. 2.250'I k y (DIRECTION MAY BE (DIRECTION MAY BE 0.094' �r 0.09 - 0.094' I -L 0.094" II 0.091' REVERSED) 0,091'-- REVERSED)0.094• 0.094" 0.101' r x.325• 9 .0..06� - 0. 2',3•,4.OR 5•_ " .091' , O'MINI0. 4-2.W 0.375' 0.062•-$-2.006 , 2.06• 1.000 LEG 2;0 .� 1. �--�632M� " . � 4 STUD MOLE (C r'IV "HEADER Q"U"HEADER a BUILD-OUT"U"HEADER Q �STUD ANGLE �STUD ANGLE SEE COMPONENT NOTES SEE COMPONENT H07ES SEE COMPONENT NOTES 0 sl 1',2` }-}0.378• In 1 t�ML 0.19w(r (0; �1"3- 4 lL� OR 3' 9 0.188' 0.315' 9 090` 0.315` -- ^�' ..4 TYP. 1/4.20SQ./NEX0.090- 4'0.465 0.465 ,1 HHW/W1TT DS0.125' 0.125•0.186' II1/4-20SQ./HE% j f 1/4-20 SJHEX � SiNACEDAT 12 OC4. 4 HEAD SOLI STUDS MEAD BOLT STUDSS>� £OA7112 OC ( ) St�ACED AT12 S,TCG DIRECTIONY BE REVERSED) V,2,3',4'OR 5'BUILD-OUT'F"TRACK (B)"F"TRACK "F"ANGLETRACK �6�TUBE S`A COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL THE FIRST AND UST ANCHOR IN ALL TRACKS SHALL BE INSTALLED WITHIN THE FIRST 3-AND LAST 3',RESPECTIVELY. INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. 0.069'-{ 0.125' -�- 0 4' t---t•0.873' �/(�(( 0.563' ....u.m.p -"��-0-.-2g� �' V x0.333' "x+,l+�_ 0.05• 0.25" "U- Aum 0.30` tsEO�t WASHER WIN NUT 10 KEYHOLE WASHER 11 114-ZO SQ./HEX Q 1/4.20 316 SS MACHINE 13 # 114-20 1/4Z0 NON-RECESSED FLAT 20 GA GALV.STEEL<t-bw) HEAD BOLT BOLT WIN 4 SIDEWALK BOLT TRUSS HEAD80LT EIpY1dREEENiMLd1ANDErs RFACE TYPE ONLY GRADE 40 OR ALUH MLOSO• SDS SMS SCREW alar M8*-TE3a3 w OIREOT QUO MOUNT AFAMCAEIIONS ER 14-2031 eeL+a.1LLeL 90 go"NECITON TV"C22 OUSTING CONNECTION TYPE C2 ANCHOR PER ANCHOR HOST ANCHORPERANCHOR SCHEDULE STRUCTURE SCHEDULE OUSTING CONNIE-cma" M C2 012'D.C.R!N HOST 0.327' ANCHOR PER ANCHOR 0.43r g t3 STEXISTINGG MAX. CTURE q) SCHEDULE Ems HOST MAX tw N4 0.437' STRUCTURE MAX YV MAX 0 h1 i R v F llkF ALT.LEG DIRECTION ON lb CONNECTION T"m C3 GLASS;SEPARATION GLASS SEPARATION AMCHORPERA�Mcft GLASS SEPARATION NOT REQUIRED HOT REQUIRED SCHEDULE NOT REQUIRED LLCi it (:A)-W MOUNT SECTION ©BUILD-OUT-U-MOUNT SECTION @ALT.BUILD-our-u-mouriT sEcno" GLASS SEPARATION ALT.LEG DIRECTION GLASS SEPARATION NOT REQUIRED CONNEMgmlyno NOT REQUIRED GLASS SEPARATION --Ilrr ANCHOR PER ANCHOR NOT REQU RED SCHEDULE COO EXISTING dOST 2/4-20(3/4 STRUCTURE 0. ad lb KNURLED 437 ad STUDS SPACED 12*D.C.MAX HOST STRUCTURE N ED. --IL 13SI 4 0.437' 41, MAX EXISTING A EOULE. HOST CONNICnam WPM C3 • FASTEN*VocoR mc,evrw CONNECTION TYPE 51 STRUCTURE N TYPE Cl ANCHOR PERANCHOR NOT EXCEED O.C. SCHEDULE ANCHOR ON 2 MEMP—E R ANCHOR SCHEDULE SPACING. 0 R REQUIRED SCHEDULE IF ANCHORED W TRUSS HEM BOLT. SCHEDULE &STUD ANGLE WALL MOUNT SECTION nE �UILD-OUTF-TRACK SECTION (�F)Dlftcr MOUNT SE01014 COMMON TYPE C2 EXIS71NG GLASS SEPARATION OUSTING ANCHOR PER ANCHOR MOST NOT REQUIRED HOST SCHEDULE -SCHEDULE -STRUCTURE STRUCTURE lb MAX LEG OIRECTION MAY It 0.625' id Ib ANCHOR PER ANCHOR 14-2031 GLASS SEPARATION SCHEDULE ALT.LEG DIRECTION 1 1e Ib NOT REQUIRED C0NHWuOmTmc* ANCHOR PER ANCHOR GLASS SEPARATION OUSTING SCHEDULE NOT REQUIRED HOST o. STRUCTURE (§)-f-TRACK MOUNT SECTION tz-ANTRAP-U-HEADER SWn0M @TRAP STUD ANGLE SECTION ITEM#13 pp IT O.C.MAX. 21XS1x1/S"x CONT:6O63-T6 ALUM. >>L t 'k`L IN BETWEEN TRUSSES, ALLOY ANGLE WITH(3)1/4"(4 W ti tt�J ,. COINCIDENT WITH ANCHOR LAG SCREWS WITH Y NIH.EM E tip ROW CENTERLINE INTO WOOD A EACH RAFTER T70STTNG WOOD TRUSS,24.O.C.MAX.HfIT111 43 MIN.END DIST.AND3/4•MUfi $ GLASS SEPARATION TRUSS OR RAFTER 1.5" I.V DIST.WHERE ANGLE EXTENDS N NOT REQUIRED m 24'O.C.MAX THAN 6"BEYOND LASTTRLiSS,{jXjEtVp CONNE (G.0.42 MIN). ANGLE TO NEXT TRUSS. Q a- GLASS SEPARATION ANCHOR FERANOWR NOTREQUIRED SCHEDULE :��'' E a 8S EXISTING WOOD iii' •. P ` •O OR STUCCO FINISHt/ts CONNlCTIAM 7YP!C4 ii ea i ��� t T ANCHOR PER ANCHOR ++ is 1•-} y�" �1' W-4•MAX PA NEL SPAN a SCHEDULE 1�� OO tc O MAX MAX DESIGN PRESSURES: litu y b TO G.0.42 WOOD MIN: $ +1-50 PSF FHi �p I EXISTING lU C! inEgig m STRUCTHOST EXISTING DiS'TE 12 m 6'O.C.MAX HOST ALT.LEG DIRECTION RATI IGASS NOT REQUno N STRUCTURECONNECTIONTYPEC6 ANCHOR PER ANCHOR SCHEDULE 7�"F"ANGLE TRACK MOUNT SECTION QREVERSE"F"ANGLE TRACK MOUNT SECTION ©CEILING MOUNT/BUILD-OUT SECTION WE a F SI! Za 3 AIR GAP BRICK VENEER PER ASTM C62 LEG DIRECTION GLASS SEPARATION CONNlCIION TVP!C2 GLASS NOT SREQUIRED N MAY BE REVERSED t NOT REQUIRED ANCHOR PER ANCHOR SCHEDULE .— y 0.443XT �6"MAX---j 3 §Q i Vf � N to 5t �! WW EXISTING WOOD p 30 MA 1 O STUDS SPACEDad` nT 024.O.C.MAX ® EXI HOST --6"f!1AX--4 EMBED. !1 . (G.•0.42 MIN) __.�. STRUCTURE �+W tt GLASS SEPARATION }8 EXISTING 1-0-4.125'6063-T6 ALUHINUM TUBE (2)014 WOOD SCREWS OR V4 LAG SCREWS NOT REQUIRED it HOST 'uR GAP CONNlCTION TYPE C2 L OR 2•x6`PT WOOD BEAM.WHERE BEAM WITH 2`EMBEDMENTL3'.i MINIMUM EDGE STRUCTURE BRICK VENEER ANCHOR PERANCFIOR EXTENDS MORE THAN W OVER LAST DISTANCE AND 1-3/4 MINIMUM END PER ASTM C62 SCHEDULE STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD tlOvpl(lIiHMMItt�9lNoc�L STUDS SPACED 24'D.C.MAX. 24-2831 Q STUD ANGLE BUILD-OUT MOUNT 0"U"HEADER BUILD-OUT THROUGH VENEER OVER ®DIRECT MOUNT THROUGH VENEER OVER STMUCFURAL SECTION INTO STUD WALL STRUCTURAL RASE SECTION BASE SECTION No i aL.B[4NAUG Fc. GLASS SEPARATION ALT.LEG DIRECTION ```tj11t 311111 /FL0a14I+p /.f,�y BRICK VENEER NOT REQUIRED CONNECTION TYPE C3 EXISTING AIR GAP PER ASTM C62 ANCHOR PER ANCHOR ; 1}CEN SCHEDULE ". N05T 4: NO PE0046549 STRUCTURE °+b �-6'MAX—} 1 ;7t; * _ n+bI �+ %C+ STATE OF ~ {{+�terr �" � • ® � .��rs':',t'taRiOt;,.•"• ` g(� to 0. tt '''�s+�MALI ii ii�3 a CONMJTCMN TYPE Ci 114-20X314 3 CONNECTIONINPECI j---b-MAX— ANCHORPERANCHOR KNURLED 0.437' Q ANCHOR PER ANCHOR SCHEDULE SCHEDULE Ir 0 C.MAX D EXISTING M t la ib HOST AIR GAP CONNECTED TYPE C3 3 GLASS SEPARATION t to ib SfRUCTUPE BRICK VENEER ANCHOR PER ANCHOR UI O NOT REQUIRED PER ASTM C62 SCHEDULE f�ly�/jjlddifjj11//)/ A PU STUD ANGLE THROUGH VENEER OVER STRUCTURAL ©BUILD-OUT W TRACK THROUGH VENEER OVER BASE SECTION STRUCTURAL BASE SECTION EXISTING 8 Host ALUMINUM ANGLE CLOSURE STRUCTURE PIECE:1"x2"MIN,INS,MAX, I- 0.0625•MIN.THICKNESS. MAX. i( I to ib [MAX. MAX. j€L EXISTING EXISTING �' EXISTING HOST HOST t is 1b 3 Ia Ib HOST ' i s/4• STRUCTURE STRUCTURE STRUCTURE MIA) 9 !+a 2+•DC 1 to Ib 11 IS TRAP MOUNT CLOSURE DETAIL t2 WALL MOUNT CLOSURE DETAIL DIST. y EXISTING s 114• HOST MAX. STRUCTURE 1/4"�{ ALUMINUM ANGLE CLOSURE MAX i DISTANCE PIECE:1-x2'MSN,1-x5`MAX, i Ia ib BUILDOUT 0.0625•MIN.THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, EXISTING SPACED 24"O.C.MAX FOR DESIGN 12 ALUMINUM ANGLE CLOSUREOST tt iS PIECE:1"x2•MIN,1"x5"MAX, g STRUCTURE FOR DESIGN PRESSURES>62 PSFF.. 14 4 PNG 0.0625-MIN.THiCKNE55. a 2+'Oc capN,sgrt t.Lelwroo►a 1 la ib I/4. f2 14-2031 �Y MAX. v 1+a 2+•a 9 i4 a 24•CC 4- 1115 9 /4 a 2+•Oc UIS I la Ib Mme' OG5Q"E3004.34,3003-H34,OR t Ia ib 1!15 12 I2 5052•N34 AlUM1MIM; 9d �T BUILD-OUT MOUNT CLOSURE DETAIL ALTERNATE CLOSURE DETAIL CORNER ANGLE DETAIL OR 20 GA GA1V A36 STEEL . {{{{{{i{Ifil FRANKL 9xxlpm��+hi occllan Z*.' NO PE0046649 •s"+ OF S"LONG HANDLE �,i�t ctORI4A,,• i RTVETEDTOPANEL JJJJJ111{i{\{t �y"' !S PUNCH Wxl•HOLES IN < ga ADJACENT PANELS TO m RECEIVE THIS BOLT W/PM NUT.PLACE PANEL OVER EACH Q ii ADJACENT PANEL AND FASTEN WINGNUTS FROM INSIDE a Oy U H W O12 O K p 4 0 Xll xLlS WIDE NOTCH vl F$MS a C�*ti�� (7YP.847HSIOES} � y WALL MOUNTED S x2'x}"a @@@ STUDDED ANGIE iia•-20 x 1'MACHINE SCREW STUD WITH WASHEREO WINGNUi Qi12-D,C: (CONNECTS TO ADJACENT PANEL) 1/424%3/4 KNURLED STUDS W/ 1�� t-1" 3/4" WINGNUTS SPACED AT L2.O.C. 0 HOLE FOR F�TENINGPANEL EXISTING HOST WALL MOUNTED 5-x2-XW STRUCTURE STUDDED ANGLE �T MAX CONJJ[_CTION rip!C3 ANCHORPERANCHOR Ino CHEDULINTERIOR FASTENING ANGLE ASSEMBLY 1TH E DETA2 DEPI E Nk ON OF ANY PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN 'H-HEADER OR'U"HEADER TOP MOUNT. UNLIMITED WIDTHLL�Llili�ll!!/ ►tp06J�Y. � (PERP.TO PANEL SPAN) TYP. 12'MAX.ON CENTER PANEL ` GENSg i ATTACHMENT TO MOUNTING 8 HARDWARE OR DIRECT MOUNT. ' k: No PE0046549 pp 2 %p•' STATE OF it lu~ POLYCARBONATE PANELS /SjjdNAL j FASTENED TO ADJACENT STORMpt � 6j PANELS WITH 3;'-20 SIDEWALK lip BOLT AND WASMERED WINGU` AT MIDSPAN,TYPICAL TABLB.t g ALLOWABLESPAN SCHEDULE(STEEL TABLE 2 NOTfSt D i WITHPOLYGARePAN") • LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS io PANEL AtLCPRESSURE8tON NOT PERMITTED.FOR SPANS P. SPAN PILE88UTtE BETWEEN THOSE INDICATED t06' t 313 PW •33.3 PSF ABOVE,THE DESIGN PRESSURES for +36.7PSF -36.7PSF FOR THE NEXT HIGHER SPAN, %' +39.6PSF -39.3PSF SHALL USED. 90 +447PGLT 417P8F • DESIGN PRESSURES NOTED E ie TN TABLE 2 APPLY 70 ALL NOTE6t D TYP. 84' +60AP8F -6obPSF MOUNTING AND ANCHORAGE In 2. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. 76 +67.0 Par -67.8PSF CONDITIONS AND SHALL NOT BEMOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO t2' +67.0PSF -67.OPGF EXCEEDED. NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES ISALLOWED.2. STORM PANELS MAY RE MOUNTED VERTICALLY OR HORIZONTALLY. 3. STEEL AND POLYCARSONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL SE STEEL PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING 1 STEEL AND POLYCARBONATE PANELS yy N.T.S. A EXTERIOR ELEV PRIOR GLASS SEPARATION NOT REQUIRED Ib I . END PANELS SHALL BE POLYCARBONATE PANELS STEEL PANELS ONLY FASTENED TO ADIACENT STORM EXTERIOR POLYCARBONATE PANELS a PANELS WITH YO-20 SIDEWALK FASTENED TO ADJACENT STORM °� BOLT AND WASHERED WINGUT PANELS WITH Y4'-20 SIDEWALK n AT MIDSPAN,TYPICAL BOLT AND WASHERED WINGER AT MIDSPAN,TYPICAL awmwm"L !a 14-2031 TYPICAL SECTION WITH ALTERNATING 2 STEEL AND POLYCARBONATE PANELS 7 N.T.S. MORIZ SECTION g� ANCHOR SCHEDULES: (SEESHEET 9FOR ANCHOR NOTES) �rllr�to EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED Seans Up To 8-0" sum Up To 8-0" S(ta(ts Up Ta 10"•0" Spall Up To 6'-0" Spaa9 Uq lb 8'-0" aro Uo To 10'-O" LOAD CONN TOE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONHTYPE o ANCHOR ( Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 _:-t*.: x ( C2 C2 C3 C4 CS Ci t2 C3 CA CS CI C2 t3 C4 CS AHCISOR 114"ITW S.S.TAPCON WITH 35 16.0"16.0"16.0"10.5"16,0"16.0"16.0"16-0"17-9" 16.0"16.0"16.0"16.0" 63" 164' u4'ITLY S.S.TAPCON WITH 35 56.0"1440"Sao'1610"16.0"16.0"26.0"1&0"1440"16.0"1&0"16.0"16.0"ISs.16. 1-3/4'EMBED AND X'MIN. 46 16.0"i6A"26.0" $.0" 160"16.0"16.0"1&0" 6.0" I60"16.0"16.0"160" 4.0"" 26.0" 1-314'EMBED AND 2-7/2" 46 16.0"i&O"160'116.0`4160 1&0"16.0"16.0"24.7"1440"16.0"26.0"116Z 11.4" EDGE DISTANCE(3192 PSI 57 16.0"16.0"'160' 6.5" 16.0"1&0"16.0"16.0" 4.8" X6.0"16.0"13.9"Sao" 3.8" 11.5" MIN.EDGE DISTANCE(3192 57 16.0"16.0"16.0`1115.6'1150 16.0'16.0"16.0"f 1,5'3&0"16.0"16.0"1641 9.0" 3 �'T 0 ' MIN CONCRETE) 67 1&0"1&0"160" SS" 1810"24.0"15.3"16.0' 4.0" 13.1"26.{1"10.9"26.0" 3.2" 65' psi MIH COIKRE7E) 80" 18.0'•26.0"16.0"13.3"16.0"16.0"16.0"1&0" 9.6" 25.3"16.0"12.8•f&6. 7.6" 10. V11II) 78 26.0"160"16.0" 4,7" 16.0"16.0"X2.1"16.0" 3A" 9.7" 14.3" 8.8" 14.3" 6.r 78 16.0"16.0'16.0"11.2"16.0"16.0"14.2"lad' 8.2" 11.4"16.0"10.3"16.0" 64' 7.8 �LP 89 18.0"15.4"16.0" 4,1" 13.2"15-7"110-V 15.7" 3.0" 7.7" 12.6" 7R' 12.6" S.V 89 2440"26.0"26.0" 9.0"" 15.5"150'11.7"1440" 7.P 9.1" 14.8" 8.7' 24.8' S.6" 6.4" JTi/ 100 16.0"12.8"18.0" 7b" 10.4"24.0" 8.5" 14.0" 6.4" 23.2" 6.4" 10.8" 4.6" l00 16.0"SS.1"16.0" 8.5" 12.3"18.0"10.0"1&0" 6.3" 7.5" 13.1" Z5" 12.0" 5.0" 5.4" / 4 2/4'ELCO ULTRACON WITH 35 16.0"16.0"16.0"1&0"1&O"16.0"36.0"16.0"13.0"160'"16.0"160"16.0"10.4"16.0" 1J4'ELCO ULTRACON WITH 35 160"1&0'160'16.0"160'16.0"16.0"16.0"16.0"16.0'16.0"16.0"1&O'15.8'15.0" a 1-3/4'EMBED AND 1'MIH. Off 16.0"16.0"16.0"13.1"18,0"26.6"26.0"18.0" 9.8" 16.0"16.0"16.0"16.0" 7.r 16.0" 1.3/4'EMBED AND 2-1/2" 46 16.0"1&0"16.0"16.8'16.0"16,0'%Jr 1&0"14.9"16.0"16.0.2440"1&0"11.6"16.0" � 4 EDGE DISTANCE (2700 PSI 57 16.0"16.0"16.0"10.6"16.0"16.0"160"16.0" 7.8" 16.0"16.0"13.7"16.0" 6.1" 11.4" MIN,EDGE DISTANCE(2700 57 1&0"36.0"160'16.0'16.0"1601 18.0"2440'11.7"16.&1.16.0"34.21 1&0" 9.1' 1X.8" MIN 67 16.0"i6A"28.8" 8.9" 16.0"160"IS.i"16.0" 6.5" 12.9"16.0"30.8"1440" 5.2 8.5" psi MIN CONCRETE) 67 16.0"16.0'16.0"13.S"16.0"16.0'15.6"16,0" 9,r 13.3"16.0.21.1"1&0' 7.6' e.r 6 N 78 16.0"16.0"16.0"' 7.5" 16.0"16.0"1x.9"160' 5.5' 9.6" 14.2" 8.r 14.2" 1.4" 6.6" 78 16.0"160"16.01 11.3"16.0'i6A"12.3"I60" 8.2" 9.9" 14.6" 9.0• 14.6• 6.S" 64" N 89 160"3S.2"16.0" 6S'" 13.0"1S.r 9.9" 25.5' 4.8'• 7.6" 22.4" 0".3" 12.4" 5.4" 89 1&0"15.7"16.0' 90' 13.4"16.0"10.2"1160 7,1" 7.9" 12.8" 7.5" 12.W 5.6" 5.6" � 4 I00 26.0"12.7"116.0' 5.6" 10.3"13.8' 0.4" 13.8' 4.3" 6.3" 11.0' 6.3" 10.7"' 4.6" 100 1&0"I3,3"160" B.6" 20.8"mr 8,7" 24.3" 6.3" 6.W 11.41 65" 2L2" 5.0" 4.r �y f J4'IT1Y SAHHYS SSC WJ .O"26.0"16.0"16.0"26.0'16.0'2&0"1&0"16.0"24.10`3&0"35.8"26.0" 1��4•ELCO PANEtA7/1TE 3S 16.0'26.0"16.0"16.0"16.0"16.0"1&0"1440"16.0'16.0"16.0"16.0"16.0 IS.&'16.0" 'O 2.1/4•MIN EMBED AND 46 16.0' .O"16.0'160"16.0'16.0'16.0"15.0'16.0"16.0"16.0"16:0"11.0'16,0" ((�BIALE MALE,Or PLUS))W/ 46 18.0"1&0"1601 16.W 16.0'1&0"16.0"16,0"XS.O"16.0"ICO"16.0"16.0.11.7"1440' i1 1.1/4'MIH.EDGE DISTANCE 16.0"16.0"16.0'16.0'I6.0"i&0'38.0"160"22.9"1&0"16.8'3&0'1610" 9.3 15.0" 2 MIN l54T8ED AND 2-%2* 57 36.0"16.0"16.0"16.0"16.0'16.0"16.0"160"12.8"16.0'16.8"16.0"16.0 9.2" 13.5" 3255 psi MR CO MIH.EDGE Dlb-TAMCE 50 ( P CONCRETE) 67 16.0"16.0"16.0"13.6"16.0"160'16.0'16.0"10.0"16.0"16.0"16.0"16.0" 7.0' 13.7" pg MIN CONC) 67 16.0'16.0"16.0"13.6"16.0"1&0"16.0"1440" 9.8" 15,2"16.0"12.7'16.0 7.7" 10.0' 78 160'360"16.0"13.5'36.a,16.0'16.0"160" 8.5" IS.S'16.0'14.01164- 4..7" 267" 78 16.0"I&W 36.0"21.4"16.0"16.0"14.2"1&0" B.3" SIX 16.0'10.3"16.0 6.6" 7.8" 89 16.0"16.0"16.0"10.0'16.0"116.0"35.9"16.0" 7.4" 32.3"16.0"11.8"16.0' 5.8' e,r SK 89 16.0"16.0"16.0" 9.9" 15.41 16.0'33.0"Sao' 7.2" 9.0" 14.7" 8.6" 14.7 Sr 6R' g SUB 1&0"16.0"16.W &$" 16.0"16.0"13.6"1&O" 5.5" 10.2"160"30.1"1&0" &1" 7.4" 100 160"I5.0'I6.C' 8.7" 12.2"Ia0" 9,9" 26.0' 6.4" T.S" 13.1" 7.4" 12.7 5.1" SA" xH IJ4-20 ALL POINTS SOLID- 35 16.0"16.0"16.0"'13.6"16.0`160"16-V 1&0"10.2"16.0"06.00 16.0"36.0" 8.2" 160" TTUII 1/4•ITW SANMYS SSC W1 35 16.0"16.0"16.0"16.0"16.0"16.0"160"160"16.0"16.0"26.0"16.0"116.0'16.0"16.0" 9 SET WITH 7/8'MIN 04SED 46 16.0"16.0"16.0"10.4"18.0"18.0"16.0'16.0" 7.7" 16.0"16.0"14.0"16.0" 6.0" 33.1" 2-114'MIN EMBED AND 46 1&0"16A'i&O"1&0"1&0"1440"16.0"16.0"116,01'16.0"16.0'16.0"260 15.0"16,0" W_ AND I-V4`MIN.EDGE 57 16.8"16.0"16.0" 8A" 16.0"16.0"114.r 16.0" $.i" 13.4"13.8' 9.8' 13.8" 4.8' 8.1" 2.2/2•MIN.EDGE DISTANCE 57 X6.0"16.0'160116.0"116.0"1&0'16.0"1&0"IS.I"16,0'16.0"16.0-116.W 11.8"26.0" DISTANCE(3000 PSI MIN 67 1641 16.0"16.0" 7.0" 36.0"14.7'10.8"14.7" 5.1" 9.2" 11.7" 7.7" 11.7' 4.0" 6.0' (3295 PSI MIN CONCRETE) VAMP!16.0"'360'1&0"36.0"16.0"25.0"2aC 22,7"1ffA'26.0"26.0'16.0`X0.0.14.3" F COHCREiE) 78 26.0'13.6 58.0" 5.9" 22.5'22,6" B.S' 12.6" 4.3" 6.81 10.V &2" 30.11 3.4" 4.r r---t___.,�,.�.,�� 78 116-0116.0"160"14.7"160"1&0"16.0"16.0'10.7'16.0"16.0"14.6"16.0" 8.5" ILS" 7 89 14.7"10.9"14.1" S.1" 9.3" 11,1" 7.0" 12.1" 3.8"15.4"' 8.8" S.2" 8.8" 3.9" *l�'""'�'""" 0 16.0"1&0"X60'12.7"1&0"16,0"16.0"I6.V 9.r X2.91 360"12.3"1&0 7.4" 9.1" a U 100 13.1" 9.0" 23.1" 4.5" 7A" 9.8' 6.0' 9.8" 3.3' 4.S' 7.9" 4.5" 7,P 3.3" 200 1&0"16.0"1&0"11.2"1&0"16.0"14.1"16.01 8.2" 10.7"160"10.6'16.0 6.5' 7.r z 114•POWERS TAPPI3X WIT" 3S 16.0"16.0"16.0'"11.3"16.0'160'16.0"1&0" B.5' 16.0"13.0"13.0"13.0" 6.8" 13.0' 1/4-20 ALL POINTS SOI1D- 35 16.0'16.0"1&0'16.0"16.0"160"ISA"160"160"16.0'2&0"16.0'16.0.14.7"16.6'1 1.3/4'MIN EMBED AND 46 16.0'1601 2&0" 8.6" 16.0"12.4"12.4"32.4" &4• 12.4" 9.9"' 8.1" 9.9' 4.9• 7.6' SET WITH 7/8'MIH EMBED 46 16.0"16.0'16.0"16.0"16.0"36.0'16.0"1&0"13.9"16.0"36.0"16.0"16.0.10.8'16.0" $$ 1.112"MIN.EDGE DISTANCE 57 13.3"13.3'"13.3" 6.9" 13.3"10.0" 8.3" 10.0" 5.0" 7.7" 8.0" 5.7" 8.0" 3.9" 4,r AND 2'MIN.EDGE DISTANCE 57 16.0"16.0"26.&'35.0"16.0'16.0'16.0"16.0"10.91 16.0.16.0"12.8'16.0'S.5" 10.6" j (3000 0'�MIN CONCRETE) 67 11.3"20.5'12.3" 5.$"-11.2" 8.5' 6J" 6S' 4.2' S.3" 68' 4A" 68" 3.3" 3.S' (3000 PSI MIH CoNCRETE) 67 26.8"36.0"16.0"12.6"36.0"36.0'34.2"16.0" 9.1" 32.6"XS.r 10.0"iS.3.7.1" 7.9" 78 9.7" 7.9" 9.7" 4.9' 7.3" 7.3" 4.9" 7.3" 3.S" 9.0" 5.8" 3.6" 5.0" 78 I6.fl"16.0"16.0"10.6"16.0"16.0'11.1"16.0" 7.7" 8.9" 13.2" 8.1' 13.2'6.0" 6.1' 89 8.5•' 6.3" 8.5" 64" 3.0" 3.2" 5.2' 3.0" 5.1" SK 7�f HI 89 16.0"14.2"16.&'19.17 12.11 14.4" 9.2" 14.4" 6.6" 7.3" 11.5' 6.8' 11.5 5.2" 5.0" 100 7.6" 5.2" 7.6" 3.7" 4.3" 5.r 3.5" 5.0" 4.6 4.4" 0 100 160"11.8"16.0180* 9.6" 12,8' 7.8" 12.8" 5.9" S.9" 10.3' 5.8" 10.0 4.6" 4.3" EDGE DISTANCES AS NOTED 1/4'POWERS TAPPER WITH 35 16.0"16.0'16.0"160"1&8"160'X6.0"16.0"16.0'116.0"16.8'16.(r16.0"13.5'16.0' Sgags Up To&-r Spans Up To W-0' Spans Up To HY-0" 1-3/4'MIN EMBED AND 3' 46 16.0'16.0'"16.0'36.0"16.0'"16.0"1&0'"1601120116.0"160'•16.0"16.0 9.9" 15.2" LOAD CONN TYPE CONN TYPE CONN T1TE N3N.EDGE DISTANCE{3000 57 X60"Xao"2&0"13.8'264"I6.0'166 1&0"X0.0'1515"36A'11.3"260'7.$" 9.4" ANCHOR (psfj PSI MIH CONCRETE) 67 16.0'16.0'26.0"11.5'16.0"16.0"12.5'1&0" 63" 10.7"13.6"'9'9"'13.6'6.5" 7.0" d Cl C2 C4 CS CS C2 C3 C4 C5 Cl C2 C3 CA CS 0"8 36:0"IS.B'1&0' 9.7" 24.5'24.6" 4.9 14.6" 7A" 7.9" 11.7-17. S.S- SS' f 214"MILLENSUM MILt7A9T 35 16.0"16.0'16.0"16.0"26.0"16.0"160'16.0'id fl'•26C'16.0"16.0'J�4� 15.3"i6A" 69 16.0 32.6"26.0' 8.4' 20.7"12.8" 8.1" 12.8" 6.1" 6.3" 10.2" 4..O" 10.2.4.8" A.S' WITH I-3j4"EMBED AND 46 16.0"16.0'16.0"16.0"16.0"16.0"16.0'16.0.14.5"1&0"16.0"16.0" "11.2"16.0" 2'1/2"EDGE DISTANCE 57 36,0"16.0"16.0"1517'16.0"36.0"160"16.0'31.3"16.0'16.0.33.0" " 8A" 30.8' 100 15.2"10.5'15.2" 7.3" a5" 11.4" 6.9" 11.4" 5.4" 5.2" 9.3" 5.2" 8.8"'4.2" 3.8" (3275PSi MIN CONCRETE) 67 160'26.0"16.0"33.1"160"16.0"14.3"16.0" 9.4" 12.2"15.6"10.2" " 7A" 8.0" 78 16.0'1&0'"16.0'"11.0"16.0"16.0"11.3"16.0' $.0" 9.3'" 13.4" 8.2" " 6.3" 6.2"' f� 1 89 16.0"14.4"16.0" 9.5" 12.3"mr 9.3" 24.7' 69" 7.2" 6..r 6.4' " 5.4" 5.1" 100 16.0".12.0"16.0" 8.3" 9,8" 13.1" 7.9" 13.1" 61" 6.0" 10.4" S.9" 1" 4.8" 4.3" 2/4"MILLENSUM MILIFAST 35 16.0"160'16.0"16.0"26.0"16.0"26.0"16.6 23.5"16.0'I6A"16.0' "SDR"1&0" WITH 1.-3/4"EMBED AND 1' 46 1&0"16.0'16.0"13.7"16.0'16.0"16.0"16.0'10.3"16.0'16.0"14.8" 0" 8.0" 13.8" EDGE DISTANCE{327SPst 57 160'260"16.0"22.2":16.6"16.0'15.0"16.0' &0" X4.2"24.6"I8.3" 6 63" 0.4." MIN CONCRETE) 67 16.0"16.0"16.0" 9.3':16,0"35.5"31.4"I5.S' 6.7' 9.7" 12.4" 8.1" 4" 5.3" 6.4"781&0'•34.3"16.0" 7A" 13.2"X3.3" 9A" 13.3" 5.71 7.2" 10.6" 6.5" 6" 4.S' S.0"89 15.6"21.5"15.6" 6.7"' 9.$' 13.7" 7.4"' 11.7' 4.9" 5.7" 9.3" S.5" " 4.1"300 13.8" 9.5" 13.8" 69" 7A" 1OA" 6.3" 10.4" 4d" 4.8" 8.3" 4.7" "012 SMS W/2"EMAIL 35 16.0"160"i6A"16.0"16.0"160"26.0"16.0"13.r 16.0"16.0"16.0' 0"11.0"1&0" 8 ARMOR INSERT W/Y EMBED 46 16.0"T160*16.0' 13.9'16.0"16.0"16.0"160"10.4"16.0"36.0"16.0"16.0' &1" 1&0" AND r EDGE DiSTAHCE 57 26.0" 13.2"160"16.0"26.0'16.0' B.2" 18.0'16.0"13.3"16.0`" 6.4" 21.0"(2000psl MINCONC) 67 26.0" 9.4" 16.0"18,0"14.7'160" 6.9" ILS"X6.0"10.4"16.0" SA" 8.2"$.0" 16.0"1154"ILW 160" S.8" 9A" 13.7' BA" 13.7" 4.6" 6A" 14-2031 69 16.0" 6.9" 12.6"15.0" 9.6" 15.0" 61" 7.4" 12.0" 7.3" 12.0• 4.0" 5.2"100 1&0' . 6.1" 20.0"23.4" &2" 13.4' 4.5" 6.2"lio.r 6.2" 364" 34.' 4A" 012 SMS W/2.75"EYEWALL 35 164"16.0"16.0'16.0"36,0"16.0"16.0"16.0"16.0'16.0"16.0"16.0"16.0'"15.8"16.0" ARMOR INSERT Wj 2.5' 46 16.0"16.01 260`"1&0"160'1164"36.0"36.0"14.8"I&0"I&8"16.0"16.0'11.5"16.0" EMBED AND 2•EDGE S7 16.0"16.0":16.0'16.0"164"18.0'X60"16.0"11.7"16.0"16.0"16.0"16.0" 9.1" 14.r DISTANCE(2000pS1 MIN lo 67 16.0"16.0"16.0"13.4"160"16.0"16.0"1440' 9.8" 16.0"16.0"13.4"26.0' 7.7" 10.5' 70 16.6"16.0'16.0"11.3'16.0"26.0'14.9"16.0" 8.3" 11.9'16.0"10.8"160' 6.5" &2" n 89 16.0'16.0'"16.0' 9.$" 16.0"116.0"12.3"16.0' 7.2" 9.5' 35.4" 9.1" 15.4" 5.7" B.r t7 140 26.0" 16.0" 6.3" 0".9" 13.7" 0".8" 13.3" 5.0" S.r ANCHOR SCHEDULES (CONTINUED): EDGE DISTANCES AS N07ED EDGE DISTANCES AS NOM Som Up To C-V So"UR TO&-O" SPant UO TO Iw-v Soar}Up 710 6'•4" Sons Uo To&-0* 541�lUoTe 10.4' LOAD CONN TYPE LOAD CONN TYPE CONN TYPE CONNIM ANCHOR CONN TYPE N"TYPE ANCHOR (Pd) C, I I CS a I I Cz I -A (Pf) a Cz 1 C3 1 C4 CS C1 I C2 C3 I C4 I CS CI CI I Of CS - CZ I C3 I C4 C2 C3 I C4 I CS C1 a a TAPCON 33 0,01 0.01 130 f S.W G.'r sm irm S.S.TAPMIJ WITH 35 14.6'114.6"114.W 9.V 14-V I1.0"12.0" S.W 8.8' 1/4*ITW S.S. ED io.raoxf 4.v 1-1/4-MIN.EMBODAND 46 11.1111XIII.V 6-9" 11-V &r I Q-r WtVi IV Nillr 6. 6.7" WITH 1-1/4'KIN.04RD 46 9.1r" 9.1"L8.1"j3.6' 6.1" W 6.1' 4.9" 2-312'MIN.EDGE OwAmca S7 9.0- S.W. 9.W 6.-P 1 sfir- S.r S.r AND V MIN.EDGE S7 6.6r* 4.6" wr 4.9' r 0- 4 DISTANCE f 7.&' 4.&' 7.5" 5.7'14.2"1 4.6" 67 S.V 5.2" 5.V 4,2' 11 U 7.1 1 Er 78 &V I S.3"i&V 4.9" 4.9- 4.9" UP 7$ 40 3.9" 4.0' 30 89 5.6"14X 15.6" 3.611 4.3" 4.3" 3X3.2" I 53' 3,5" sr W 1r r "F-. 3. too "i 1/4'ELCO ULTRACON WIN 3S 16.01111610"116.01, 16.0"12.0" 12. 9.6" 9.6" 2/4"ELCO ULTRACON 35 16.0"16.0"16.0"10.9" 22.0" Izv 671 1-1/4'HtN.84560 AND 46 12g223"12m, 12.2^ 9.1- 9.3* 73" IX MH WN MIN.E14SW -4F-12.2"112.2"i22.2"l W 9.r 4.N 9.r 1&1"1 9.r 17.3'1 Z-I/Z'MR.EDGE DISTANCEa" 9.0' 9.9" 9.91 7A- 7.4- 5.9" 4.2" 5.91 AND 1*MIN.EM 57 9.r r9:r-i 90 1 IS" 57 9. S.W, DISTANCE 67 8.4" W &4" ex G. r SO 67 BA" W 14.6" (4 9 78 7X SV 7X 5.4" 5.4" 4X�4,3" 78 7X 7.r 4.7" 4.7- 89 6-3" 4.r 4.r 100- 5.6" 5.6" gr Ile 6LCO PANERWHATE 35 16.0"IdAr 16.0" 16.0" 16. 14.4" 14.4' 7. 1/4"ELCO PANKMATE(me 35 16.0" . 160 1 x 16.0"IS 15.0"150p (FEMALE,MA-1.9,ORPWS) 46 16(r 16.0.16.0r" 13. 13.7" 11.0" ILwi$.r I OR PLUS)W/1-2/4*MIN 46 16.0"16.0"1&W 14. 14.2" Itor 111r] -W-rs-T. .14 ENDED AND Z'MIN.EDGE 57 1S.T,15.3"�15.3" II.r U.S. 9r I W/1-114'MIN EMBED AND S? 24,r 14.r i4a II.r Ill 0.81 e-V 14.0"1 e r MIN.EDGE DISTANCE 67 12.5"11-6`1 - 9A" 9A" 7X 7. DISTANCE 67 13.0'12.r 110, 9.w 7,r qw 7.01 7Z 78 10.8" 8.7" 10.81 0.1" 8.1" 6.5" 78 ILF 90 IlLr &4" 5,7" GA' 6.71 1 1 99 9-4" 7.0" 7.11 7.1' 5.71 89 gAr 7X1 W 7.4' 4.71 7�V S.V 9 UDZZM- 100 84" 58" $A" 4.7" 63' 3" S.W 100 8.71 6.01 1 ar, &S, 6.r sr, w 314'FEW TAPCON SG W1 _ 35 16.0'16.0' . 16.0'16.91 16. 16.1r 1/4'TTW TAPa)N SG w/ 35-1CW 16W.4r,1 moll 16.0' . 16.01 16.0" I6.0^ Sb' I6.V 1-1/4'MIN EMBED AND TG-V r6.0-'16,OW"12.1, 16.0'16.0"" . 16.0" 9.1" 16.0' 16, Icv, 1-1/4'MIN ENDED AND -'ii-MY"16.41"116-0-1 7-r 11610"1&0,16.0"160 I&V 16.0' 4.3" Is.rj .W. 1-1/4'MIN.EDGE DISTANCE Sy 160 16.0"16.0- 5.9-11MWQr'I&W.V 1�&w mul 14LV 16.911 9.v 2-1/1'MIN.EDGE DISTANCE YQW--160' 9.8" LCO'16.0*16.W'116.Wl 7.r I&S' 16-W 67 t6.01 16 'y' 67 16.0"16V 16.0* 8.r 16.0"16.0"ILS"1601&0" 10.9' 23-V 23.4" W'16.0" S.V 116.0'16.0"12.8-16.0"13.7" IXT 13.9V 7.1" 11-80'"1 is- 16.0"16.0'I6.W 6.9" 14.89 14.7 1G.V 14.9* Sr OX 11.0 11.9" 78 16A'E6 W 16.0" 4.2!'114.8'14.9-I�K 14. 1I.4, 11.7 16.W 12.W Kir 6V 11.01 13.V 8.r 13.1" 4.4" 6.4" io.v 10.5' ommmm. 89 16.0"12.;16.r 3.711 fli.v I3.r e.r 1xv, 10.5" -i-0-0 iss,Lox iss. 3.3"1&P' 110 7X 11.6* S.V 93' 5.3" 9.V 100 25.5!1 10.7*15.9' 5.3" ex 23.6" 7.v -SA-4 g.r 9.0"1 3X'13.9'1 - -- 4 FF6-.-V-I &V 1G0'14X 14.r 14.r t4.r 11.4'II.r 11.4' 4.1L' 1141 314-20 ALL POINTS SOLID- 35_260 16.0'16.0"13.4"16.0-16.W 16.W 16-0-10-V 16-0-16-V I IG.V11 9.V 116V 114-20ALLPOINTSSOUD- 35 16 0" SET WITH 7/8-MIN ENDED 46 16.0"16-0"16.0"10.2"16.0'16.0'16.0"16.0" 7.6- 16.0"14.9"12.2"14.9'l 5.9"111.4. SET WITH 71W MIN EMBED 46 145"14.5o 14-5" 6-1' I4-5'10-9"10-9"10-9' 10.9" W" 7.1" Sr AND 1-1/4-MIN.EDGE S7 11.7*it.r II.T* 4.V Il.r 8.8' 7.2' Wr 6.0' 7.0' 5.0' 7.W AND r MIN.EDGE -g7-T6.-w W 16.0 -W.-r-550'15.1912.-V IS.V 6.0" 11.7"12.11 O.r 12.Vi 4.r I 7.r DISTANCE 67 9.9" . ' 4.1" 9,W' 7.5" 5.5"1-F. 7.5" 4.7" 6.0* 3.9" 6.0 DISTANCE 67 167W-F1.1011161--:05F121. 16.0"12.5"1 9A" 12.6- 5.0- 10.3" 10.3" 9-r 90. 78 8.5' 6.9V" V W 6A- 6.4- 4.r 6.4- 3.S* SX XV SX 78 Rr lQ414.7- 10.9'11.0"17.4" 11.0' 4.r 8.0 jaci 89 r - IN 89 12.9" 9.V 112.9" 9.7" 9.71'13-7" 7.7" 7.71, 7.5" S.r 7.5" 30 4.7" _5,.6"' 3.V S.V' 4.9' _ 6 I 11,V 7.4- 11.5- a fkfi"13.3- G.V 00 6.7"IV_ 6.7-M-T77 .0,1-30;--1 S.0" 4.0' 317 " - 11.51 11.5"15.01, .2" 1/4'MILLENIUM MILLFAST 3S 15.4"TISA"1 .4 g.r ANCHOR W1 1-3/4-EMBED 4-6 IIY 11.7-11.7- 831 80, EM DISTANCES AS NOTED AND V EWE DISTANCE S? 9-4" 9.4' .4" 7.1" 7.1" S. Spm tio TO 6-0" SO4M UV 76 W�W' §Wns Up To 101V 67 0.0" 7.5' W 6.0,1 60' 4 LOAD CONN WE CONN TYPE CONN WPE 3259 5.21 S'r 4.V 90 70 6.91 50" 6.9' ANCHOR ( CI I C2 I C3 C4 I CS C1 i CZ C3 I C4 I CS CI I C2 C3 C4 CS 69 6.0- 4.4" GX 4.S" 4.5" #12 SMS W/r EVEWALL 35 16.0'16.0"116.0"14.9"114-V 26-V IGX ig ligig i&0'!&0'IS&94' 160. I, -FO-0- 5.4"W S 4.0" ARMOR INSERT wt r E14SM q6 16-0-16.0'160 11.4-116.0-16.0"16,0"16.0- 0,5" 16-.0"16.0'gtE 16.7'G.G. I5.111 1/4'14ILLENIUM MIULFAST 35 I6,0"16.0"16.0"10.0'.. 12.71117.511112.7"110.1" • AND 21 EDGE DISTANCE 57 mow 161,mw 9.2"Iteg No,igi IN" 6.7- 15.4 ism 31.3"i5-9. s.r 9.4- ANCHOR W1 1-1/4-EMBED 46 I2.4' I2.r 9.7. 9.7"1 SXI 19.7"1 7.71 -67 15.0-16.0-16.0- 7.71 I IG.V 16.0-12.S",16.0' 546- 10.6"I3.6' 8.9" 13.rt 4A' 7.0m '3" 7.1. - 7.1r'14.4"160 1& 78 16.0-ISr 16.0- &5" 14.5"L4.6- 90-414.6" 4.W AND 2-1/2'EDGE DISTANCE 57 1..1 R.-I lk-4-1 5 111.4" 7.9" i1.6m 7.2" me, 3.8' 5.4" 67 BA" all I DWwrl &r s.6- &W 4.11-15.3* 89 16.0"12.51 16.0" 5.$1 10.7"12.8' 81" 12.6" 4.2" 6.3" 10.2" 6.0" 10.7 3.3- 4.5" 78 6.111 17.6" 5W, 5.7" -io-o-is.v,10.4"15.1" 5.011 18.91 11.4" 64"_11.4" 3.7" Sr 19.111 S.r &W W 3.6' 89 6.7-P 6.7" 421 S.01 5116-rFWTAPODNXLWI 3S 1616.0' V IG16- 16.0"160 16.0"16,0'16.0-1W 0-16. 16.W 16.0' 100 5. - 2- 1 sx 4.4' 2-1/4'MIN,EMBED ANDr 46 16A0O 16.0"T600-fo-op 16.0"16.0"16.0"16.V 16.0"16.0'16.0"36V 16.0116.0"16.0'-' *Iz sms wi r eyEwALL 35 18.0"16.0-16-0" 1 16.0' W 9.2 16. 15. 13.81 EDGE DISTANCE 57 1&01 HLWI I&B*16.0"I&V 1&0'16.9' 16.0'16.0'16.0 13.6'16.0" ARMOR THSERTWJI,1/1 46 16,0"16.0-16,0' 1&0'15, a, 6. 15. 12. 12.0' 67 16A01 16.0"16.0-16.0"16.0'160 16,0"14.0"114.6",16.0"IS&16.0"I6.0'11A"13.9" EMBED wim r EDGE 16.01 16.01 26, 12.1 .111 5.4" 9! 9. 6.9r, 9. 78 2&0' 16.01 16.0"16. WX 16.0'.12.3" I 16.7 9-71 103" DISTANCE 67 13.71 12.8'13.71 X 10.3 7. 10. 4.5" ex SA' 0. -89 16-.0'-16.0'-F16-.0"140 16.0-16.0-16,0' 16.0"11.91 160 8.4" 0.9* 1 8.0" 8.9-16.11 8.911 3.011 4.V 11.1-_ 4,r 16.rl"116.0'12.V 1160"116.0"Uff-16.V 9,N1 1B.0'IOr I&W 7.V 7.V 78 11.8"1 9X 1I.&I TOD ag IO-r 4.6" 6.V 7.W 7.W 3- 1-6, 14.V- I&V IW 260 jI.r 16.0" .pog iw io 9116*ELCO WRACON W/ 35 16. I too 19.2-1 cy, 6- 5. 2.1/4`MIN.EMBED 46 16.0•'18.0'11g�Y42 25.0"16.01 I44'1 10.01 v mr mrar me142031 57 0.IZ_ I ; 11641 15.3'12.61;15.3" Ox 12.2" 8.6" 12. 7 6.0; 9.61 IGO"13.0" 9X 113.0" 6.91, 10.4" 4LV I RN!mr ts- is.r w -4. 14. ll§.7, fo 18.9, 89 I3.(V- 9.6- 13.�- 6.9* 21 9.01, 612" 9.8" SO" 7.8" lame 11.6w.90012.6 GArl !wP- 07r" 0 .. L @ENMIIR6L0J�F��sEsyyyy NO :004 3/4'MIN EDGE DISTANCE 314"MIN EDGE DWTANCE S �, Soars UD To W 0" S�arIL_'[o 8W" Spann U0 To 10'-0" sons U0 TO 6W" 0=1121 ot nsn Ua To 8'-6" Soaps UETo 10 LOAD CONNTYPE CONN 1VPE CONN TYPE �� CONN TYPE CONN TYPE CONN'IYPE ii �1•'. \ ANCHQ0. (PLO CS C2 C3 C4 CS CIL C2 C3 O4- CS Cl C2 C3 C4 CS ANCHOR (� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 0 C1 I 1/4'LAG SCREW OR HANGER 35 1&0"16.6"2&0"22.V'18.0"16,0"18.0"la 4.4" 16.0'16.0"16.0"10.0' 7.5" 16.0" 1/4"ELCO PANE MA78 35 16,0"16.0"18.0"1&0"16.0'16.0.3b.0"16.0'"16.0"1&0"16.0"16. '160"lar'10. 111 BOLT MIN THREAD 4b 36.0"16.0"36.0" 9.5"116.0"i8.0"16.0"18.0" 7.1° 16.0"16.0"16.0"16.0. 5.6" 16.0' (FEMALE,MALE,OR PWS)W 46 10.0" 16.0'1&0'1@.0"10.0"18.0"16.0`111&0"I3. 2&7'26.0"36.0'267'iQ3"10.0" PENETRATION 57 16.7'18.0"18.0" 7.7" 16.0"16.0"16.7'16.0" S.7" 16.7'16.0"12.4'16.0" 4.S' 10.3' 1 7/0"MIN EMBED 57 16.0"16.0"1&0"24.1"i&0"1&0"I&O"18.0"10.3"16.0"i&0"1601160`18.1" 16.0" ��E�A, 67 16.0"i&0.1&0" &S'Him,]a0"13.7"16.7' 4.6" 11.7"14.9" 9.7" 14.9" 3.8" 7.6" 67 16.7'16.0"ICO'11.8"16.0"1&0'16.0'16.0" 8.7" 1&0"16.0"SSA"16T &8' 12.1' 78 16.0"16.0'116.0'1S.5" 15.9"Sal'x8.8"1&0" 4.1";&7" ]2.8" T.4" 22.8" 3.2" b.0" .* J8 Sb tl'i&0"2&0"20,0"2&0"16.D"18.8'18.0"7A• 13.7"16.0"12.4"16.7' S.8" 9A" B4 1&0"13.8"16,0' 4.8' 11.7"14.0" 8.9" 14.0" 3.5" &9'111.r &6" 11.2' 2.8" 4,9' 89 16.0"1&0"16.0' 8.1"-1&0"16.0"14.1"18.0" 6A" 10.9"16.0"LOW'16.0" 5.1" 7A" W 200 1&0"13.5"I&W 4.2" 9.3" 32.5" 7.6" 12.5" 3.1" 5.7" 10.0" S.T 4.7" 2.5' 4.1" 100 16.7'1&0"16.7' T:7" 14.8"1&0"12.0"26.0" 5.7" 4.1" 15.8"9.0` 1S.3" 4.5' 6A" L' O i14 WOOF SCREW OR SMS 35 16.0"16.0.16.0"11.8"18.7'16.0"16.0"18.0" 8.4" 16.0"16"0"18.0"1&0" 7.1" 16.0" rs 3/4'LAO SCREW OR HANGER 35 1&0'1&p"18.0"15.7°1&7'16.0"38.7'i6.0"11.7"1&0"16.6"16.0"16A" 9.4" 16.0" WITH I.A MIN.THREAD 46 i6A"16.0'16.7' 9A" 1&7'26.0"1&7'36.0" &r' ]&0"35.2'12.5"15.2' &3" 13.6• S BOLT WITH LS MIN THREAD {g 16.7'16.0"16.0"23.9"16.0"16.0"164,16.0" &9"' 16.7'16.0"16.0'18p" 7.0" 26.0' ID O N PENETRATION 57 1&0"16.0"16,7' 7.3" 16.0"15.4"12.7"15.4" 5.3" 11.9"12.3' 8.7" 12.3" 4.2" 7.2" �' PENETRATION 51 16.7'16.0"1&0"19.6" I&0"16.0"16.0"1&0" 7.1" 1&0'16.0"16.0"Ia7' S.6" 15.4' '+ 67 16.0"114.0"1&7' &1" 16.7'I&V 9.6" 13.1" 4S' 8.2' 10.S' 6.8' 10.S' 3.5' SA" g 67 1&0"1&0"16.0" &P 16.0"16.0"116.0"11&0"16,0" 16.0'16.0"14.8"160" 4.7" Ii.S" 78 15.0"12.3'15.0" 5.2" 12.1"112' 7.6" 113" 3.7' 6.1" 9.0" S.S" 9.0' 3.0' 4.2" t7 78 16.0"16.7'1&0" 6.9' 16.0"16.0"16.0"16.0" 5.1"113.0"18.0"11.8"1@.OP 89 13.1' 9.7" 13.1" 4.S" &2" 9.8" '6.3" 9.8" 3.3" 4.8" 7.9" 4.6' 7.9' 2.6" 3.4" a 84 2&0"18.0'2&T 6A" 16.7'36.8"23.4"3&7. 4A" ]&3"i&0" 9.9" 169` 35' 7.3' 10D ]1.7" 8.0" 31.T" 3.4" 6.5" 8.8" 5.3" 0.8" 2.9" 4.0" 7.0" 4,0' 6.8' 2.3" 2.9" g 100 16.7'16.7'36.0" 5.3" 14.0"36.0"21.4"16.7' 3.9" 8.6" 15.8" e.6" 14S' 3.1" 6.2" 214''LCD PAHEIMATE 3S 1U'' .0 1 & 7. 1 .9 16. •14 WOOD SCREW OR SMS 35 16.0"16.0'1&0"16.0"1&0" co1 "1&0"1&M 32.Y'2&O"3&0"id.0"1dA" 9.7" 1&7' (FEMALE,MALE,OR PL1iS)W 4d i6A"16. 16.7' 7.5'']&7 6. 26,6"i& S. 2b,0'14,6"Ii.i"34. 4A" 32.3" WIM 1.5'NTN.THREAD 46 16.0'16.7'1&0'12.3'16.0"38.0"16.0"28.0" 93'" 16.0"16.0"16.7'169' 7.2" 16.7' PENETRATION 1-7/8•MIH EMBED 57 18.7'1&0"16.7' .1' 16.0"14.9"32.3 14.9 4A' 13.6"11.9" 0.S' 1. 3.5" 7.0" 57 16.0"16.0"160 10.0"14.0"18.0"1&0" 15.2 KIP To.-r 4.1 11 16 o. 78 14.5"11.7'16.5" 4.3" 30.0"10.9" 7.4" 10.9"TZ.&W- 4.7' 8.7 5,4" &7" 2.5" 4.1" 78 1&0"16.0"1&0" 7.1" 36.0"1 13.0"16.0" 5.2• 10.4"35.4" 9.S' is 4.V 4 1" 7.2" 8 aDsmyssm. 89 32.7" 9A" 12.7" 3 .0" 4.6" &]" 4.6" 7.6" q.S" T." 2.2" 3.3" 84 I&0"26.0"26.0"b.2." 34.3"36.0"10.T'16.0" 4.6' 8.3" 73.5' 7.4` 13S' 3.d" 5.9' 'e SOp 11.3" 7.8" 12.3" 3.3"'6.4" 0.5" S.2" 8.5" 6.@" 3.9" 6.6• 2.8" 100 26.0"13.8"16.7' 5.5" 13.2"15.0' 9.1" IS.O" 4.0" 6.9" 12.0" &0" ISA" 3.2" 5.0" Sr ANCHOR NOTES 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS y6. ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALLFINISHES. S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALLAPPLY. 6. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,EXISTING CONDITIONS MAY VARY. LI FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD, wLlaPPtR coPE il.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF TASE -THREADS IN B ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(`SIDEWALK BOLTS 14-2031 U.N.O. 12. 111111111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAYBE USED FOR DIRECT r MOUNT INSTALLATIONS. S$I14.WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRRL INa TO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS 1O TO HOLLOW BLACK ��`\