|
SECTION A -A
<br />sc#u 3/1s---+'
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />MICX,PANEL LENGTH
<br />L (ff.)
<br />MINIMUM SEPARATION
<br />.PANE[,
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONOFL
<br />4.55A -72.0
<br />V -61
<br />2 3/4°
<br />UNBOLTED
<br />�E
<br />I, I149A ANIX1 $ ARE ONLY VAUD MR SUM44S WIN A.E.D. IESWPI WAGS
<br />OP TQ +WA -72.0 PSF AND PAPiEL'S UNCTH UP To e'-s".
<br />2. FOR NEW WOOD n0JR CONSTRUCIROW WOOD MMEMBERS. TO BE SOUTHERN
<br />Pall NO, 2,. W/ SP£OW'ID WARTY OF 01% OR EQUAL
<br />--h3,14a• (TOTAL Wo
<br />--12,500' (EFFECTIVE
<br />l y,I -
<br />210 Xf
<br />I IYP.
<br />HEMMFEO _
<br />"'EDGE
<br />1 AD. A
<br />4�T .g
<br />r!'
<br />ILA 'S E" UP`"-
<br />W/ HEMMED FACE,• Ay,
<br />HEN
<br />-"i
<br />wl1aRtc Yt w DETAIL
<br />ROUNDED CORNER Y ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE:.
<br />(N.T$)
<br />+E �
<br />OLmML � y
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<br />ass' On.)
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<br />6051-TS Atum.. ALLOY
<br />JNT.0 =STING POURED C_ _ 0R COMMETE BLOCK STRU C S
<br />4
<br />lye. umm ANCHORS ITTAPCON ANCHORS '- t{4• TAPOOM ANCHORS 14 TlPCON MkH01�
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<br />W SHEN
<br />3/3e *NO NUT � , d '"" T x V.12" Film + i 72 I/2" O.C.
<br />1 AS.HEW i 12 L Ur WARNER (iiEYONb) j. r
<br />i 1J+k" TAI'ON ORS ii 'RJ4' TAPCON ARCNORa f ':___. //48 " 7MOON ANCHOR£ 7APC41M
<br />...<...e`� A i/R•.O.i7.
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<br />1tFD CDNCNE7E CONgREIE I,__.iN4LIREO' C;ONCREiE ,_,. CONCRETE
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<br />WALL UffltgING D ALYATIGN t
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<br />RECitILAR P,EL
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<br />i/44
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<br />FOR atgAILAn�lb wro 100IC
<br />TIRANE
<br />WHIN +V -10!! VACwiM M w III �. AN%WR T �,y•�c.�..p'..4� .
<br />0xz INa'Tw" ARE aMA'Am ON THS "mPT.arun TI.,..w Mi 3 `SRC VYms
<br />SmUll PAR ED um vm IarYAVI dal aepWwt Mwaa j ;` v `. - �- _ D` FLORIDA BUILDING CODE }N h VEtmiit NLsrrtcsne bona
<br />Isom a AMa'WA SPAOwO B!
<br />M AT PLYaIG sPAL Pc W1dYN ON sCtMOULE AWty1 EA (®e[ wf IDR ? z NG. 41 20 DACE MVANREO STEEL STM PANEL FP.
<br />L PRo( CTIGN :PRODU
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<br />AM
<br />s OR ,.«...i;,-. "y'r O - R, 3a314
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<br />SECTiffii 58
<br />1� LIFE SLEETY .PANEL
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<br />Hurricane
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<br />INTO Ei{IIQN JZ W08 STRUCTURES 1, M + T
<br />1, E-2 FIAMG STORM, PANEL SHOWN ON THIS PRODUCT EVA"MON DOCUMENT (P.E.O.) HAS SEEN VERIFY FOR COMPLIANCE IN 9.1) MINIMUM EMBEDMENT OF TAPCON ANCNARS AND PANELMATE FEMALE ID Ec PA OVATE PLUS. INTO CONCRETE'
<br />+aCCOikffiRPA,E WTIM THE 2020 (*Ah .EDITION) OF THE 170811#a BUILDING CODE, BLOCK SHILL BE 1 1/4',
<br />..R " DESIGN "NO LOADS SHALL, BE DETERMINED AS PER SEE:7ION #62q qF THE ABOVE ME1rl'YpNEb CODE B.2} MINWALIM EMBETIMEHt OF 1Ja'b k 7/a" CALtL"IN ANCl1g125 $HALL BE IS 7f8• kNTO CONCRETE,
<br />MR A ,WTHD SPEED AS REO1iRIDI EM THE Afts crTDN WHERE T#IESE SMIUTTERS WILL iNBTALLEI} AND NO EMBEDMENT IHTO ANY F"SH LNTERNL SFtAII. BE 'P RNDT'ED,
<br />FOR A:INRE011OMLLITY FACTCMR KarO.a5, USNG ASCE 7•-1B AND SMALL NOT EXCEED THE MAXIMUM (hS.D,) i/4• Y-zo 5'w 2�I.TS U�'Fa.0 51dALL 8E IONO £N{IUON(SHOULD FOiY FINrSii MATERIAL EXIST) Tt7
<br />' 1 A"R TAPCON O B" GC: j F: i 4"R TAY00N Y 4" O.C. DN PRFSStdi PA"97M1R,.`5 IMOIGCT'E4 SSK SHEETS IS is `d6. lT -W 3/4, INTO ANL'HOR5r
<br />i T 2' MIN. THRFAED• ¥ j I T MN, 1MAEADED IN ORDER TO NERDY THE ABOVE CONDITION, ULtima DESIGN WND LOADS DETERMINED PER ASIDE '7-ts
<br />t NFADER.now AT WDDO 11 £ �.�' �tl1O1 AT WOW SMALL BE FIRST REDUCED TO AS,O: DESifWN WIND tOADSBY.` MLRTLPL.YIN6 THEM BY O:6 IM OROM Tfi 0,31 IN CASE THAT PRECAST STONE, 0R -ECASt CONCRETE PANELS BE FOUND ON THE I:-7LT:ldTFltl WALL,
<br />;. TO COMPARE THESE W/ MAX. OLS,O) DESIGN PRESSURE WNCS INDICATED ON SNEERS 26 tr 26, ANCHORS SHALL. BE LDI}O ETMQIiGii TO REACH THE MAN STRUCTURE UNDID SUCH PANELS. ANc RAYaE +
<br />SMALL BE AS MENTIONED IN 4.1) AM N N.2).
<br />'4�r if N ORDER TO VERIFY THAT COMPONENTS MID ANCHORS ON THIS P,ED. AS TESTED WERE NOT OVER STRESSED, A °3U INCREASE
<br />{2` I/4' IN PLLEANABLE STRESS FOR WIND LAWS WAS CAM USED MI TMM ANALYSIS. FASTENERS SPACING TO WOOD HAS ICI
<br />TUFT{ I N ACCORDANCE WON N.O.S. 2015. {C) ANC�F BE INSTALLED FgLLOWMG ALL OF THE RE.COMM OIDAr NiS AND 3'ECIFLLWTIONS OF THE ANCHOR'S
<br />WDW ONAGER " f t } WOOD "CAM ,Y• 12�Le i STORM. PANEL'S ADEQUACY FOR IMPACT AND FATICUE RESISTANCE PAS BEEN VERIFIED IN ACCORA MCE WITH SECTION 152E OF
<br />INFDUtlTED THE ABOVE MENTIONED CODE AS PEAL FENE."+fftATION TESTING I:AOMTORY, INC, REPORT / 2032, AS PROTOOCLS 7AS-201, 11. IT SHIM]. THE RLSROMSOR.iI't-OF '+TIE. CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />f
<br />TAS=202 AND 7AS-203. Is TO BE ATTACHED TNT IPIBILM PROBER ANCNOFA;E. THIS SHUTTER SMALL. ONLY IE ATIXCNEO TO CONCRETE. BLOCK �, W r " •. " At 2. THIS `SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE' OUTSIDE OF THE OPEHNNG MWG THE -OPENING FROMTHE OR WOW fRN1E BUILDItCM,
<br />' - ' ` i INSIDE W Q TF1E it OF A LADDER OR LIFT. -INS APPLICATIM IS VALID WHEN INSTALLATION 15 ONTi9/DED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR is TO SiJ BAULK ALL S*I' wmm COMPONENT EOOm YAIIDII REA" IN owwous
<br />' V ._0 f ` FROM THE INSRLE. QF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WI D N
<br />j /RAN IifTRU41ON, MIX AND 5€JW SNLITi€R TRACKS ALL AR1NIt10 FULL C?
<br />1 70 , j 3. SERIES 1000 NSTALLATKIN IS APPLICABLE TO SINGLE " DOUBLE HUNG STYLE WINDOWS WHEN NSTAU ATIO! IS REQUIRED TO BE LftJGiii, � � e ; 3 J 90
<br />PERFORMED FROM. THE INSIDE OF STRUCTURE, 13 STORM PANELS INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS ORAWNC PLUS ANY BULLONO AND. ZOMNO ..r C 66
<br />j .REGULATIONS PROVIDED Ell"THE 4URISDICITION WHERE PERMIT IS APPLIED TO; to
<br />c i 1' Me4 T 4. SERIES 2DOD INSTALLATION 6APPLICABLE TO SINGLE AND DOUBLE HUNG AND Ii0RIYO NTAL SLIDERS STYLE WINDOWS WHEN. • � Q
<br />1 PANit LOOM --'- ' ,.,_.„., 'x,..,d 1. PANEL MLENGIM INSTAUAROH N RIMMED TO BEPERFORMEDFROM THE INSIDE OF STRUMFIE. 14. ATRIUM WINDOWS AND OCHRE, OTC. E - Z 14AW STORM PANEL SYSTEM" 3 PWTENY PA , CA'TJ cu Q
<br />(SEE NOTE T BEtgVf): 1 G2SgIn1 y.w i 1 .. (SEE NOTE 'L BELOWj S. ALL ALUM" E9(IRUSIOHS TO BE 603-1D ALLOY AND TEMPER. ,(UNLESS OTHEMISE NOTED) I5- (a) THIS PRODUCT EVAt,itVN DOCUMENT (P,E.O.) PREPARED BY TORS ENGINEER IS GENERIC AMID DOES NOT PROVIDE Q W �
<br />INFORIAATKIN FIB A'STM SPEOTE7G PRG)ECf; IAL WHERE' THE. SITE CONw"s OMTE FROM THE PZD. ,� N
<br />. ' -s 7 y P 2•LL j c - 6. ALL ALUMINUM SHEET METAL USED 0 OLMR SHALL. ?NAVE. 310S,RI4 ALLOY: •.p
<br />^•---^ a.,....". B' (I,) CONTRACTOR TO SE Rk�PQNSTDLE FOR THE SELECTION, PURCHASE AND INSTALLATION INOI,UDNO UM SAFETY OF
<br />7. ALL STEEL SHEET ,METAL PANELS OWL HAVE STRUMFIAM ALL Y STEEL.. ASNI A-833 'ORAOt U Mih., F MRTEO STEEL THIS PRODUCT BASTTD AXM TMgS P.E.Q, PROVIDED IME/SHE DOES Nqr OEVI iTE FROM THE CONDTDOMS DETAILED ON
<br />k fx��..e.�
<br />t , ____,..� DESIDtiLT1OH w/Fy- dBE ITT i,.r,�-'+ROILED), fW3 6QCSLMENT. i:WNSMRUCYION SAFETY AT SITE t5 THE ODNTRACIOR`B RE9PDht51.LIFr. co
<br />@. ALL SCREWS TO BE STAINLESS STEEL 304 DR 318 ASI SERIES OR CORR051OMi RESISTANT COATED CAROMSMEL AS PER OIN (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE C5L0FEHiAO IF MODIFIED, 'Ca
<br />50018 W/ 50 k*i. YIELD STRENGTH AND 40 W TENSU STR£NDTH A SHALL COMPLY W/ FLDRU BUILDING CARE. SECTION 241 L3:3.4.
<br />jj I I i ' 4� 94 BOLTS TO. BE A°.TM A-3Qi RALVMNXEO STEEL, OR AM 3@a..5ERiE5 STAINLESS STEEL YRiN ]D kM MINIMLIIA YO1.D AE#RSTH. {6) BECOME THE EG BEt;DRD, PREPARED A FLORIDA 5T£REb ENGINEER OR,ARC 'KHKH W1k
<br />Rp
<br />USE OF TILE P.EO. ENGINES DF DEC IRO. )AC"IING AS
<br />A DELEGATED ENGINEER TO THE P.[iI. EHGMREER. SHALL
<br />lI j 1 ANM40RS M EXISTING L I� FOLLOWS, SUBMIT TO THIS TATTER THE SITE SPECIFIC pRAVANSS FOR FW Ew
<br />P£O, 5 DATE AND ORIGINAL SEAL AND 11044TIA& OF THE PROFESSONAL ENOTIM OF
<br />L�T G
<br />RECORD IT
<br />A) t/4'a TAMON ANCHORS AS MANUFAC URED BY IT-W„ BUILOM INC. MIN. rtw3192 pm) T}16 THAT ,Sy
<br />` s - t' 4 e X. T{a• CHIC-M ANCHORS, As MMIUFACTURED BY DLWAti INC. (MN, 1'w,3=
<br />fA-10 PA ELMlTE FEMALE t0 A PAINALMAAM PLUS MTCHORS. AS MANUFACTURED 'BY ELCO CONSMUCTKN Wmou m, 16. STORM EL ~ A=REFYS LNM SMALL BE IOCATEO ON A READILY VISIBLE LOCATION AT STORM PANEL IN ;>~
<br />i - SECTION 17093'Z OF EIOTOOA BUILDING CODE ONE LABEL. SHNL BE PLACED FOR EVERY OPENING ICs
<br />' _�_,..___..._�l L '`F .__.__..1_-,.__.i ii c�3350 F,sd• LABELING TO COMPLY WOW SECTION 1109:8.2 OF THE FLORIDA NUUM CODE "aa•
<br />j
<br />t � I
<br />RBOT D ) ' , 1 {j7 a 4--3/32• WING Nut REPOt� � � I I j2 I t ! {�/Bra A 3/32• Wm belt A:1) MINIMULE M
<br />EMBEDMENT OF TAPCON ANCHORS ROD TOURED CONCRETE SFWl BE 1 3/4• AND 2' � PANELUATE
<br />L F WEN o 6 1{4 c.c ( .g wrsHm a (aeronEs)
<br />14'-ld AANELMATE Y 1 t .{ w" 11 B 0d QC WT1 7 6 F € it .AA) MINIMUM EMBEDMENT OF 1/4'0 K TjA4' CALX-IF ANCHORS SMALL BE 15 7/4' INTO CONCRETE_ NQ EfR INTO
<br />i 6414 " D.C. WJJt a " "-w //�� // 1' j p' ., ANY FINISH *TERW. SHALL BE PERMITTED.
<br />6BN, RIEADED PEKON ! fi g MIN. THREADED PEt4E7R0.Tl0N t l ` '{ 1/A' q 2Q SS SIDEWALK BOLTS USED sFM1L.s BE LOW FAIOtKTH(SM0UL0 ANY FINISH MATE6Al MOT) To ENGAGE 2/lN UHHN
<br />AT t,WWMOTHthF PLATEN e l ) INTO AtMCNOR5. .AT MiQWaIH 1 PLATE
<br />tW qq
<br />A3) iN CARE THAT PRECAST STONE. PRECAST CONCRETE PMW, OR PAVERS OR FOUND ON THE 8=1Mb WALL OR .i
<br />WALL Mp HLMMF FiDaT'. AND>KIRS $FFALI 8E LAST ERLiUGFI '6i3 REACH THE MAIN. STRUCTURE BEHIND SUCH PANELS. !SHAD.. "`"CEiiiy+(+�, k
<br />S'AMAIMIM. BE AS MENYINED IN 41) AND IN Al).
<br />crINrRETFLX:X. vW;l I. ;
<br />sGAL£3/B• 11MOM..._ ,. ..g .. !% b € ESA= AA ; No. 4167
<br />FLOSCALE 11W-I"
<br />AID BUILDING" CODE (WITIT Velocity NurriOans STEEL SIM PANEL i:ona _ 1 4 e TAPCON ANCHORS' LUNUFAxFiBNED DY T,T.W BnADESL INC
<br />FLORIDA BUILDING CODE' HI h YaIDcR Nu►rlcaIle Zane
<br />c i NG $418? 20 GAGE GALVA
<br />= s am TMI�a aw
<br />NIZED - RtA P X I/r CALK-N ANCHORS AS IiAN IACTUiEB BY DEVIA,T INC< (ff-Ism p.F:I) � Qrp/ � +>:Gz01a1Es0, PIG 20 GAGE GALVANIZED STEEL STGiNi PANEL M.P.
<br />ALI AT1 5 ARE ONLY VAUO FOR BUWXM WRH A.S.D. DESIGN LOADS W # s Tt ..._WAN t. , : ,.. daNw Or,
<br />UP ID 4 -5, -7:1.0 FSr IND PANELS LENGTH UP TO:W' Ir. * 'y AI �s {PV-22O7fF ID AND FwNE R14TE PLL Ate, AS MAAILIFACTUR® BY ELCD CONSItUCTIDN _ -y
<br />t FOR NARY WILCO FRAM CarsTRULTON; WOQO MEMBERS TO BE SOUTHERN ' a r �+��.��w Ir A PR07ECiiOM PRODLtCiSA E1 G. a' - j/IL 4L081i1 PR01ECFtG1N PRODUCTS. 1L0. °7�'a'mn
<br />: a iEl+t�i. +iris #Mc AMOD i1&Sh s1W¢r1f� i-•CPN4, a Oac
<br />DINE 140. 2, W/ SF4 OFMM OF Q63 OR EpILAL rr .• (iA - yeti •,, Vi1 4MOW ss. as srMt1
<br />.- a: a ¢""New ATIY CANE rL 1AX:f 1TLUT a FL Saa1A
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<br />Cant. M TIMLCK3 TC7P' & .SOTTO , PANELS A4 E CO H ). END SMALL WAYS B H ECTED TO WALL BY CM
<br />PAMMXYiATES ORS W USED Y w/
<br />{2}.ptO PMt.S SMALL ALWAYS 8E CCkINECiE4 7O 1OlTOAI TRACK'N?iHERWIBE A 3"{'OP BAR 1S" LOP#D TRACke'_AT ETM PANELS
<br />LBl �iMiALL BE PROVIDED A7 TOP OF uXM PAHES.S. SLiAtL. CONNECTED 70�Wf ,fA 1
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