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HomeMy WebLinkAboutSTORM SHUTTER (5) Florida Building Code Online Page 1 of 3 RECD"-D =AU3 02 1016 YgM6 . ® -onda Deparnentcf BCIS Home ? tag In f User Registration Hot Topics Submit Surcharge Stats&Facts . Publications ( FBC Staff SCIS Site Map i finks Search f F usi es �# Product Approval )rofesSi�a') ja�� ./ USER:Public User regulation Product Approval Menu>Product Qr Aoglicakion Search>Application List>Appllcatlon Aetall coal • FL# FL12856-R5 Application Type Revision Code Version 2014 Application Status Approved 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@engexp.com Technical Representative Thomas B.Johnston 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 ad Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank 1.Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L.BLANCO,P.E. ',;?i Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R5 CAI_Indeo 2.odf FL12856 R5 COI Index 3.odf FL12856 R5 COI Index 4.pdf FL12856 R5 COI Indep.odf Referenced Standard and Year(of Standard) RandardL ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 haps://floriclabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDavEmlfWvK4bERhu__ C/IROWA Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12856 R5 Eaulv Eouiv 2.od FL12856 R5 Eauiv Equiv 3.r)df FL12856 R5 5ouly Eguiv 4,pdf 802856 R5 Equiv Eguiv,pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FISC Approval 05/04/2015 Date Approved 06/22/2015 Summa ry 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 RS 11 Dwci.od 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.N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Eval.pd Missile Level"D"as defined In ASTM E1996.See installation Created by Independent Third Party:Yes instructions for specific Design Pressure Ratings by size, a itional use limitations and installation instructions. 12856.2 Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022" 1 Alum(Pert and Non-Pert),Clear Polycarb(Full and Half) Limits of Use Installation Instructions a ' t'ona'use limitations t ons a "Safety installation* �t I t' I S 'e'Y Ed e' Limits of Use Approved use pproved for use in HVHZ:No FL12856 RS 11 Dwo 2.yd Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Resistant: �s 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. FL12856 RS AE Eval 2,12d See Evaluation Report and engineering drawing for Created by Independent Third Party:Yes additional limitations and conditions of use. ------------ 12856.3 124ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ:No FL12856 R5 II Dwo 3.pd 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 R5 AE Eval 3,Dd Wind Zone 4.See Evaluation Report and engineering Created by Independent Third Party:Yes drawing for additional limitations and conditions of use. 1 1 12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12856 R5 11 Dwo 4.Dd 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:N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4"and FL12856 R5 AE Fval 4,od Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party:Yes instructions for specific Design Pressure Ratings by size, ladditional use limitations and installation instructions. F____1 Next Contact Us::1240 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to https://floridabuilding.org/pr/pr am) dtl.asDx?i)aram=wC-rF.V)(()ulty)nvPrn'-FWrVA'kVnl,,, —1/110/INA 1—1 ASI %ow" wwv, 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ UNLIMITED WIDTH ol (PERP,TO PANEL SPAR) TABLOt TAIXE2 rip. 12'MAX.ON CENTER PANEL D!fir ATTACHMENT TO MOUNTING ALLOWABLE$PAR SOHEDULE(WTH 16UNIMUNIGILAZINGSEPARATIO"WITH HARDWARE OR DIRECT MOUNT. ALURNNW PANELS ONLY) ALUMINUM PANELS ONLY(ESSENTIAL D J16 PAM ALLOWABLE DESIGN FACILTFIESONLY) ; SPAN PRESSURE PANEL INSTALLATIONS INSTALLATIONS 144' t3&0 �-35.opsr $PAR SwAsm -WABOVE 136• +35.0 PSF •38.1 PSF GRADE GRADal E z IEWS EgMQLE FUNDETAIL 132` *30APSF -41YPaF 36" ALTERNATIVE HOLE DIA.OF 126' +43.1 PSF 45.7 PSFPSF +47.GPSF 50.4 PSF 13S, &4- 3.8" 518"IS ACCEPTABLE. lie -;JSZ7­PSF 13r &V 3.Tor WG&T­PSF 62_2PSF 12Ir &-r 3.W 12V w 3,V %D :14+65.SPSF -B9.8PSF 114' 8.4" 33, .40 +742PBF -76.0 PSF ior 3.r gr +60.0 PSF -00.OPSF w ii• -2.9"' SV +05.7 PSF -85.7PSF w 30 -_Tr 70, t SZ3 PSF -82.3 PSF w .- 4' 3-V 7r +100.0 p8p ioD.OPSP 7w 3.V !2 or +IMI PSF -103.1 PSF TY 3b• 2.6` w _;120_0PSF -120A PSF Lu A n 10 !ABLLIEI WE I RPOLA71ON F_ BETWEEN SHUTTER SPANS IS FROM GLAZING IS REQUIRED 'A f!R NOT PERMITTED,FOR SPANS 0.2. ONLY IN ESSENTIAL FACILITIES. ov_I BETWEEN THOSE INDICATED 0 LINEAR INTERPOLATION BETWEEN ,857PSF ABOVE,-THE DESIGN PRESSURES SHUTTER SPANS IS NOT PERMITTED.FOR FOR THE NEXT HIGHER SPAN SPANS BETWEEN THOSE INDICATED ABOVE, NOTE:TSHALL BE USED.OP MAY BE SLOPED OR RADIUSEO TO MATCH GEOMETRY OF THE SEPARATION FROM GLASS FOR THE NEXT OPENING. • DESIGN PRESSURES NOTED HIGHER SPAN SHALL BE USED. NO NOTCHING IN TABLE 1 APPLY TO ALL • SEPARATION FROM GLAZING NOT =• or MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS pRo-rjtojjot4 CONDITIONS,AND SHALL NOT BE JNDEPENDENT TYPICAL ELEVATION WITH HURRI EXCeEDED. URISDICTIONLY ADOPTED BY LOCAL rl-,\ALUMINUM PANELS ONLY " j N.T.S. EXTERIOR EUEV ' GENERAL NOTE 11 1. THE SYSTEM DESCRICEOD RE AHAh BEE DESIGNED AN%.TEf ACP E eTA I F ATIONAL E Lo- I-RiECOSVIK So 0 Erk D bW C)Ftar MID HBUILDING NIGH LO %ZNE ON to 19 C2 10 THE NTE,& INTT.NA X SaONAL BUILDII ZOV,-No 1? -,I.rTN%WETJ rAV5.jTf-E RWHcA"SAyE"E'NffD'INTHEDESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR Cd=1.6 MAX PANEL SPAN ffi US ,7g, ANCA M H BEENUS FORWOCOTAIWNC DESIGN- BLES CA�C SMALL BE DETERM I jrD . ,IVE SYSTEM ;071ED%fERIFPARATE PER TABLE I EEFkjMl EG 1 '0 TC IN C P"O PP CO .PRESS . r CE RH& 0 l D Oyj AME RA USE 17H H S A ENI R DESIGN "411RETMEL 11 E Fb?,RIDA ILOING lrffif�1 (111 I i "ILE t.,S ITIVE OR E &D &WHE A Iffl 4ITa IN 7A D.D It PRESSUR&IS AFETY Fk0rOR. PR %I OF OC E1996W ABLE 5 C D INF ION MPON%R,& NO ONS pgo ,TER Il C SWC FIC tWIN Ij,ffR%lR&I AN TP V E DA RENT PR T C, DET VAI E o VI 3SS Fit E Y# R S. THIS SYSTEM MRS BEESNVPE6S�E IUENDL&ff%l P CRIVORRJA�NMRENNGD EDIT?WAHI TS S, NEW HIM ED WITH DO St M ED F Ml ffill 6DNDITI I k?GOES ffl! NOR t ITE< PSARE SITE ON WITH Fiji 11, T�, N f%(rjURLCR% N COUN ON T 0 1100RHU %A Rk lo I IN SYNNAll WSMA M& D0f.UM,, E I THE EV RE F E.TDl KID APPROVAL. -ET-P'W- AS MCHAWR 61KI IN llel LA Inv CODE VIE Ol MPOSP LOADS.BRICK VENEER PER S 1'ritl C T STRUCTURE. U Y TEW NEPSTSMA"', EXIST V f,ffit 0 LI ffl:j� I AtiI j,M TH PANElf,SETV'll��H312LOiRr?OW41NGSTRUCIAAfoDaDiEEWS.T ACTURIE&I TRANSPAO%n PRdWCrIO I ss ED Lym RESI (UV STASI ZED).TYPICAL TENSILE EMS ft Fby IT SYS' C So-ANE 14 BE EX 0 E FITH TH B#.-r.L.X U�ffl !WNDIROSWEEK opm Mr AtUl EASHALL BEN, C (L C t T U l�'D0 LA SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE.ALL TOLERANCES SHALL BE IN ACCORDANCE WITH 'b ANLL L RIL E.1.1,1S .E. ADM 2010. 15-2336 13., SHOWN 14AY BE INTERCHANGED AS FIELD CONDIYIONSDICFANE. PANELS MAYBE MOUNTED VERTICALLY OR "OEPOSENSM- fiE,TPmL-L-ML.EfMYIABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE EXTERiXgl(aff, �N A YJLE R ND%ZPUOWING*- I RS E LEVEL D jT ERD U ILAESPOA III ERS� .K IffiNDATE STEr;6&Vil,,ZJDg -76ALUMIN MALLOYWFMA LEJ E&STAINLESS STEEL,OP.2024 feUM L6 L TD E . / 2�OPTIONAL HORIZONTAL OUNT Ml C LAR MATERIALSTO PREVENT ELECTROLYSIS. • BHA USED ON CH AS L VIERWRISM.I.I. N.T.S. EXTERIOR ELEV 17.S DEW,RJ�D S;CTdIl WERNWAV. BE q� & 12-00'(COVERAGE)— —6.00•(COVERAGE) }--2.50'—j u loor I t-2.0r-i '--2.00-1 .0.0495, 1. P 0.0495* 4 —6.00* "1.17" i.or -- —-ir PANEL COVERAGE 14 175-(TOTAL WIDTH) 8,33r HALF 1 —15 1/4*MAX TOTAL PANEL WIDTH ALUMINUM HALF STORM PANEL 1b POLYCARBONATE STORM PANEL ALUMINUM STORM PANEL NOTE:HALF STM PANEL SHALL ONLY BE USED AS AN END FANKTO CLOSE THE REMAHUNG OPENINGTHAT MAYBE LESS THAN FLU PANEL WIDTH MAX.5.238" 1/4-20X3/4 KNURLED STUDS W 1/4-20X3/4 KNURLED 1/4-20X3/4 KNURLED G9 m .062" WINGNUTS SPACED AT 12'O.C. STUDS W/WINGNUTS STUDS W/WENGNUTS 0.12s, SPACED AT ir O.C. SPACED AT Ir O.C. 2.250-1 t (DIRECTION MAY BE REVERSED) 2.2SO' 0.12W (DIRECTION MAY BE (DIRECTION MAY BE CS UA z (REVERSED) REVERSED) ID 0' .I0 95* O,U_. 0.09V ro-94" r101 - 0.094' 0.094' ro-125' �__2',3%4'OR 5_�_A MINIMUM 0 062' 0.06r I.Ow mINIMUN4 0.06r 2.06* 0.375' 0.05wr 2.OV 2.OWW r LEG .63r LEG 4-, t4l I I -H,.HEADER "U"HEADER Sa LD-OUT"U"HEADER 4 STUD NGLE STUD ANGLE STUD ANGLE eel SEE COMP T TES SEE COMPONENT NOTES SEE COMPONENT NOTES OL 9 oil 0.37r 0.190, 11�3 0.125' Le 0 315* 0 Bar, f.315- _,.@ OR 3' O.Ow 4' r 0' BV o' 52'f2.1 042 0,3" T 4-20 SQ./HEX 0YwSK I I TVP. 0,125' 0., 0 6WS' NEAD DOLT STUDS .46WINGNUTS P127 ,q W 0. io .000, SPACED OC ILI ;j 0.1 M& EAD BOLT DS 0• 90, W WI N S�AV"NG ,CEO 'OC MAY-0-0.086- 1-,r,3-,4-OR .4 4L20 SQ4 X SQ EX ff, 4 W V/INGNUTS G DI ON S ACED AT SPACED AT 12*O/l al" 7 BUILD-OUT (9 (�)A BUILD-OUT OF"TRACK "F"TRACK _AGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL, THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL BE INSTALLED WITHIN THE FIRST 3'AND LAST 3-,RESPECTIVELY. INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE 0.069T'-, 0125, ANCHOR SCHEDULE. B 01.44" -F-+0.873- lddA 0.25` -1- 0.56r (.0.2ST 31r lb 0705, jO.25' -T— FEW 3 . 0.3V (Si/4-20 NSriUT HE @.1/4-20SQ./HEX ©114-20 316 SS MACHINE @#14x3/4316SS @ 1/4-20 lel WAS 8 NGNUT KEYHOLE SIDEWALK BOLT Mal I NOWN.-RECESSED 20 GA.GALV.STEEL(0438 HEAD BOLT BOLTWNUT SDS/SMS SCREW SS HEAD DOLT 00SAWARAWL py SURFACE ONLY GRADE 41 OR OMV ALUM EVOLIMS USE OF KEYHOLE WASHEA ALLOY 0004-H34) W DRECT MOLINT APPUCATIONS 15-2336 73' 63' .3_* 0 W p HE ' ";._ bum TYPE -A, .4 10 FRIINKL.OENNARDO,P.E. CONNE TYPE Cl EXISTING CONNECTION TYPE C2 hp ANCHOR PER OR HOST ANCHOR PER ANCHOR EXISTING SCHEDULE STRUCTURE SCHEDULE Tp u� •• �.. HOST I 0.32T CONNECTION TYPE CR 0 437• @12*O.0 C*` ANCHOR PER ANCHOR // Ta STRUCTURE M •,r`® SCHEDULE EXISTING MAX. ® ( ,/;MAX = vFr� ye MAX 0.437' STRUCTURE fh Q�B MAX Y4'MAX ED Fill" Ed Ed lbco Ul ALT.LEG DIRECTION rt r. 1 u a CONNECTION NECTION TYPE C3 69 5 9 GLASS S ON GLASS SEPARAAON NOT REQ U PER NOT REQUiiiED PER ANCHOR PER ANCHOR G[A55 SEPARATION ;q ASTM E19 ASTM E1996-09 SCHEDULE NOT REQUIRED PER fin' ASTM 81996-09 "H" ON nBUILD-OUT-'U-'NO NT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION ` GLASS SEPARATION GLASS SEPARATION REQUIRED PER ALT.LEG ON GLASS SEPARATION --4TF �- ASTM E1996-09 CONN ECS NOT REQUIRED PER NOT REQUIRED PER ASTM E1996.04 ANCH PER ANCHOR ASTM E1996-09 p� SCHEDULE m' g$ s I y EXI G • .. H $ 1142 KNURLOXYED STRU HRE / 0.437• KNURLED E D. 1a f a STUDS SPACED % MAX fO z 12'O.C.MAX D Q E STING SIR CTURE -� a t r-. 0.437 D. � MAX ' � CONNECTION TYPE Cl � a tHEDULE. a EXISTING to tb NECTION TYPE CS HOST CONCHOR P E FASTEN E 6°Q.C.OR 12'O.C.,BUT pO ANCHORPERANCNOA STRUCTURE CONNECTION TYPE ANCHOR PER H NOT EXCEEDANCHOR SCHEDULE ANHEDULE PER Epp IFANCHOKEYHOLE WASHETRUSS HEAD REQUIR T• � SCHEDULE SCHEDULE � IF ANCHORED WITH TRUSS HEAD BOLT. STUD ANGLE WALL MOUNT SECTION @E BUILD-OUT"F"TRACT( SECTION nF DIM MOUNT----ION CONNECTTO TYPE C2 EXISTING EIST , CONNECTION TYPE C4 GLASS SEPARATION E%[STI ANCHOR PER OR HOS, ANCHOR PER ANCHOR NOT REQUIRED PER SCHEDULE STRUCTURE SCHEDULE ASTM E1996-09 5TRU RE � -T8 Eilk 'O tn B, Q MAX LEG DIRECTION MAY p BE REVERSED 1' 0.625" Ilk to CONNECTION TWA C4 E OOPWWRMLOvera OP.6 SS GLASEPATLATION ANCHOR PER ANCHOR s7 15-2336 SCHEDULE NOT REQUIRED ALT.LEG DIRECTIO ASTM E3996-09CONN ON TYPE C2 GLASS SEPARATI - ANCHORPERANCHDR NOTRE ER EXISTING ' SCHEDULE E1996-09 HOST °f STRUCTURE �0 ©-'F"TRACK MOUNT SECTION OH TRAP"U"HEADER SEMON l'JTRAP STUD ANGLE SECTION aft` i 314-MIN EDGE DISTANCE 3/4'MIN EDGE DISTANCE w'. LOAD CONN TYPE CONN TYPE CONNTm Spam UP To V-01 spans U TO 91-91 7011-01 ftm Up,To 51--0! sow UP TO 12- T, LOAD CONN TYPE CONN TYPE CORN TYPE ANCHOR (Psf) ANCHOR Cl C2 1 C3 I C4 CA I C2 I C3 C4 CS Cl CZ I C3 C4 CS_ (04) cl C2 I C3 I C4 CS Cl C2 I C3 I Ol CS Cl I I C3 C4 16.0" 1/4'LAG SCREW OR HANGER 33 I6.0P 116.D-1 16.0-116.0"1 16.0r I L&o"_C9" 1641 16.0"16.0"16.1y, 6.6" 16.0' 1/4'ELOO PANnmATE 33 16.0"16.0"16 0 16.0"16.0"16.0-16.0"116.0"126.0'116.01'16.0"166.0"116.0"12.0" DOLT WITH 1.5'KIN THREAD 48 16.0" 16.0"16.0"16,0"16.0" 6.0" 16.0"16-OW"12-r 16-.0-P 4.4- 10.1" (FEMALE,MALE,OR PLUS)W/ 48 160 16.0"16.0w'16.0"116.0"tik*16.0"116.0-110.9-16.0"16.0-16.0-160- 8.0" ISSM QV n PENETRATION 62 16.0'16.V 16.0- 8.5"' 116.0"_16.0"12.0'16.0" 4.6" 10X"13.4' S.4" .4" 3.4-"- 1-7/8*MIN EMBED 62 16.0'16.0"16.0'115.5'16.9'16.0"16.0"116.0"18.3" 16.01'16.V 13.3"16.0" 6.1" 10.2" IZ 16.V'16.0"1601120 16.0"1&0'14.9"116.0"16.7" 11-7"ME 10-1-1.16.0" 40' 7.5" U IZ 16.0-16.0'16.& K_9" 160 14.V' 9.4- 14.W 3.7- 7A"-10.9" 6.4' 10. ' Z.7" 4.7" w3 1�3_ A76 8.9' 14.V 8.2" 13.7" 4.2!' 5.9" 90 16A'16.0"160" 5.7" 16 V';jK 75 12r 3r 56' S.V' 2.r 3.7' so 16.0'16.0'tr"')" .'16.0"16.01 11.8"16,0" 50 -.-- 74" 4.3" 7.0" 2.0" 3.0" los 16 i:g-. 16.0-1 11.0" 3-5" 4.8" 105 16.0"14.1"16& 4.9" 12.2"10.6" 6.1" 10.5" 2.&' 4.5" - T�6_.T 1. 6.0" 9.7" 16.0" 40' 7.1" 12.5' 60' o -r -F T-9- m mw ll.W'16.0- T-2- 9.3" 9.2"-i.r 2-V 120 16.9'15.0"16.0' 7.7" 14Z'14.6' 0.2' 13.7' 4.2* S.v 110' 5.8" 9.2" 3.r 4.1"1 16.0. 6.0.1 illllioo; !Cc--16.0-16.0"16.0' B.Z. 16.0- 0 111 814 WOOD SCREWORSMS 5.1"16,0!AG=10.0"16.0- 8.4- 16-0-jW 16.0"160' fiX 16.0" 1/4'LAG SCREW OR HANGER 33 16.V'16.0-16.0"16.0-160'16 - WITH 1.51 MIN.THREAD 48 16.0 �6 o" 6 L6E V 5.�V 13.8"12.T' S.w 12.r' 4.1" .7.V DOLT WITH m-;F-16-- 6.0*13.7"16.0'16.0"16.0"]6.0" 7.5" 16.0'1&0"1&0' & S-V 15-r .0"16, 1.5!HIM THREAD a W W-1 16 - Ig I PENETRATION .0�g 4.3- - 9.4" 3.1" 4.5" PENETRATION 62 16.0"1(.(r 16.0 01E #-16.0-16.0-16.0- S.r.16m, L6.W' 4.2" 90 .0 8.0" 16.cr yrr 9.0" 12.6 7.5 9.4 5.9� -_---_A 8 76 16.0'16.0" I_ 0, 1 -.-- 8.6" - 4.V' Ill- 3A" 7.1" =60" .6p 10.2- 3Ar 15.2- LF' 4.5"4.5" 7.r 2.W' 3.3- c; 76 JCW 16.V 16.0 - 16.0"14.1'16.0 3.6 all "o.�16.0, 90 15.6"33.0" - 61 3.0- 4.9" 2.11. 103 !6.V'160'16.0" 6.1" 16.0' 15.81 15.V 001 7A" - 7.f' 2.4" S. '2; =N II.V 6.4' 10.4" 2.5" 4.&' 02- 8.7" 2.9-14.0"16.5- 3.6" 6.1'6.1- Tl' 6' 90 16. 16.01 1610" 7.21, 16.0" 3' .7 s.s4 .7 4==um io:s[ A5E::3 - 120 .0"i�E 16.0"_5 ' 14."13.0" 7. * 7' 12.9" 2.9" .0 3.r 6.5"16.5" 30 6.1" 2.r 2.6" 4.1" 8 _O M 5.6" 10A - 120 11.7" 8.0' 11.7' 5.6 4.9 jj3A 33 . 1 6.0"16. V-14 WOOD SCREW OR SUB 33 16.01 16.0'16.0' D, ._16.0"16.0"16.0111.5"1160'16.0"16.0'I&W 8.5"116.0" 1/4-ELCO PANELHATE - WITH 1.7 MIN.THREAD -a-16.0f,16.0'16.0-34.2"16.0"16.0'16-Or 16.0-17.6- 16.Ir 16.0"14.7".16.0' S.7 2. (FEMALE,Mak OR PLUS)W/ mv 16.1r.8.6r 16.V is.r.13.-IS. 4.7- 13,4-11-8" ex Ii.w. 6.9" ' J! 1-7/6"MIN EMBED - ��!:4 . 9.r PENETRATION 62. 160 16.w*16.w,11.0"16.0"16.0"ISA"16.0" S.V 2. L_ 160'12.2" 8.7" 12.2" 3.6' 7.3" 9.1" 5-7 9" 62 - .-- _1" - 76 16.0"16..0-16.0. 8.91 1 .0" 13X' 7.7" 13. 3. 5.71 76 16.(r 9.9" 6.4" 9.Sr 2.9" 50' 7.5" 4A S. .. 16.0" 7.� 3.2" 4.B" .8.9 6 6" 4*4" 3.4" or L'-O .0., 313 L'.o r�4 16 L'f L6.0" 1,6.6. .0" 12.0" 8.4"15.1" 0.4" 2.4" 3.8" 6.3" 3.5' 5.9" .5" 90 160 16.0-L6.0- 7.4-116,0-114.13'19.0' 14.8' 4.0' 6.6' ll.V 6.2" 10.4" 3.0" 4.5" Fd A SOS S.4" 9.5'95" S.r . 9.T 3.7" 13.0"1 9.6' O.Y' 7.2" 4.r 7.2' 2.1' 3.1" SA' 2.9' 4.7' 2.1' W'16.0'16,0" 6.3"114.fl!�!'j T2.7F-3T.-4F:-':;' los 7 .0. 3.1j .5' .7--i.5- 4.0" _5 -5- 7 T_ - 1 1 1 3�VV _LF 120 161"113.0"16.0" S.V 111.2" To.;�; 3i.v 4.5"' 8.3- 4.4" 7.0- 2.2 ANCHOR NOTES: 1. ANCHORS SHALL Of 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 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. Idol 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL SEAS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM BRICK,AND OTHER WALL FINISHES. & ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HERE-IN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)MALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. qp FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. It.MACHINE SCREWS SHALL HAVE MINIMUM OF llr ENGAGEMENT OF THREADS IN BASE 15-2336 ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(-SIDEWALK BOLT') U.N.O. 12 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT AOCEPI*ABLE FOR USE. 13: * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY HE USED FOR DIRECT MOUNT INSTALLATIONS. 14.WHEN ANCHORING TO HOLLOW BLOCK,SOB DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK @