i�il fi � •�„ �L � •L
<br />SECTION A -A
<br />SCALE s/is^�,•
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.t.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />4-55.0, -72.0
<br />8'-8"
<br />2 3/4
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STQ,RM PANEL SYSTEM
<br />INTO EXISTINGPOURED CONCRETE OR CONCRETE BLOCK STRUCTURES SYSTEM
<br />TAPCON ANCHORS __, 4" TAPCON ANp101B Ve TAPCON ANCHORS ��-(((�LLe TAPCON ANGWN§
<br />III._
<br />4. O.C: a 4"y--�F-9. O,C. Y' D.C.
<br />POURED *y P0IURED OONCRii'EI. POURFQ G0„J jj POURED COtWRkTE,
<br />REWIRED .( ORE RiQiIRED ! 3 am f4mu*EO d� �,{ +.
<br />t r 1f4•E.� if 4*- 1f4a Ile
<br />M4a. ,
<br />I r
<br />OUT 140y tea n
<br />iown w
<br />CLASScis 9
<br />It
<br />) � t/sAi-2ae,•T�. � { f Fr� 1'� `� .' f/s+3-mn•a.t ; 1 I ?�
<br />I {I(
<br />1 i I i
<br />. ER•^ ; EI+D.4Y,ED,•
<br />MSL l (1/2• } i 4Y-40xadess. Us, W/
<br />7/eYxa/32" WO>F, TAUT WASHERf9•YwT/32WIND NUT WASHER
<br />S ., a t2 I or o.G. I t (BEYOND)
<br />7 4 H A 3f32^ lr NUT 3 7 ♦ 3/32' WMo f[4!
<br />jL WASHER a 12 T/2' O.G. i �I / NUT WASHER (B£Y.ONDI I
<br />O 4 TAKON ANCHORS i „__." ._'.$ 4 fAPCON AN04M ._...._. 4 z 7 4` 7'A�PCON
<br />/2` O.C. !!! a 4 1f!' O-C.
<br />(3fA0tlFlEO W/ STD) (STAGGERED W/ sTtm) -
<br />-'-- roGQNt3iEFE BLACK L-CONCRETE
<br />IXp�URGOP ETE BLOCK OR GONCt 1E BLOCK CONCRETE BLOCK
<br />REQUIRED WALLREQUIRED
<br />IjftiiNG iNST LLAIM WALL � INSTALLATION R WALL L MOL!!ITI NST I I ATTa1d
<br />sEarloN sA -
<br />Q REail1AR PANEL O LIFE ra_AP_'FTY PANEL, O REGULAR PANEL O I�� jIAMEL
<br />SCALE 3f8"-1' SCALE 3/8'-,' SCALE 3/8'.1" SCALE 31ir- l"
<br />HTiT
<br />vom
<br />+IA
<br />'JGEN$s FLORIDA BUILDING CODE (High VelocityHurricanW Zane
<br />N0. 41 ; * = mmo ,N,li0. NC, Z0 GAGE GALVANIZED STEEL STORM PAWL rP. ONO 811
<br />= + • S U L C ci IN . GLOBAL PROTECTION PROMICTS, U.C.om
<br />''*r F fC Y•: fsEs ,s aw MW«f tWr4t n RAISE, OAt4KIN-18eI.. VAX (W4)BBB-tM 20-176
<br />h,H4 SJ N A NeY a iWs)tLifn>N«, w. I,.PM Nr-- .. ws aRwlNa Ne,.
<br />NrNlf1 IIIN. X. 8pA1 61:T 1TL ,� ' �°�BT5d4r.1 P.S. 4414FlM1LT tT of26
<br />aCE tI9R7 H4 i'N) #d! ANOIf6AS 1YN'E Ne
<br />comomm
<br />AI�IWt TVf[
<br />4/4'A
<br />IPAC«0 NOR ffi6TALLAR6NS TOO Wp4D
<br />fPAHE sInDIAN.
<br />ImnMuf/ ANGfaa sPAtslGrs AND Na+AALIY
<br />JUDGE DISTANCE A4 RDA'ATm IR TfAs
<br />.1� NWmR pvmn ls.)
<br />a
<br />'daPBAYa oMa1w 9A39�
<br />�
<br />Slxt:MAE 1�, E0. LESS 1HO1 RD11211E0 ON
<br />Sp1DmAP tarolf� ANCHOR arAClen 9Y
<br />MlLmY21D 9'ATCRIC Sa4N ON wrew.t
<br />#a.N41 CMrew wA.paj
<br />3
<br />A.IIH. FA ONCE
<br />BIGPIIN
<br />BY lii FOl1AW2K. fAGTOPB. PoR 11R5
<br />OPERaA7N 7O 1E POSSIBLE RFOUCED
<br />� '!'��._
<br />'�
<br />2 f
<br />-
<br />BPActu o9FANWD villa rACTOR RNNL NOY
<br />6E LLT15 ,INN AMMnJY:9PACN0 IY°CATW
<br />F� EACM H2RCFOR 7YRL ON THIS SCIWDINE
<br />,ap
<br />�al
<br />IN$'IALLATION QUAILS
<br />INTO EXISTING
<br />FOR
<br />POURED
<br />OPTION 42 FOR LIFE SAFETY
<br />CONCRETE OR COI,ICRETE
<br />STORM PANEL
<br />BLOCK STRUCTURES
<br />SYSTEM
<br />1 4 TAPCON ANCHORS
<br />i!4' TAPCON ANCHORS
<br />a I' O.C.
<br />tl--O
<br />9' O.C..
<br />POURED
<br />k
<br />OR CU
<br />ME 07
<br />t9L'�OeC
<br />.L
<br />RL`•GOBIED
<br />It.,�`+.{
<br />M> rt fE eWf Y
<br />«
<br />1 fI. t t"AAAA v
<br />am i4t
<br />1
<br />I WMn„R �
<br />2NFAT ,4
<br />1 ;
<br />-;
<br />I �
<br />l•
<br />�.!
<br />1
<br />I
<br />//I NIA•
<br />A.
<br />'
<br />t
<br />1 1
<br />! I{
<br />1
<br />.d ✓' �' � �
<br />j
<br />i.
<br />1 fly '.
<br />Ei• i
<br />6•
<br />i
<br />f
<br />�
<br />/14-10•0 PANELU4ATE14-10•6
<br />'F a 3/32''WING X.L.NUTHE
<br />PAHEIMATE PLt15 W
<br />,F TONG tNtT
<br />AS $ 14' 04.
<br />'3/32`..
<br />�-
<br />G 9LOC1(
<br />FWO
<br />CONCRETE BLOCK
<br />RINIVIRED
<br />SA
<br />O.j�E,��i�i�R PANEL
<br />SCALE 3/8'�T"
<br />SECTION
<br />O U
<br />f0"Ju ,
<br />N0,(� A
<br />SB
<br />PANEL
<br />SCALE 3/8'a1'
<br />,ir
<br />r
<br />VCENSF
<br />$r i
<br />ND.44167
<br />?
<br />*
<br />FLORIDA BUILDING CODE NI h VelocityNu can* Zone)
<br />SHOW
<br />`
<br />z of 4 x
<br />9'•.
<br />am WON), w-
<br />rD.
<br />20 GAGE GALVANIZED STEEL StORM PANEL I2VM1 B7
<br />-.cs. OR(
<br />"�"
<br />C
<br />GLOBAL PROTECTION PROWICTS, LLC.
<br />'�/A: ORAL
<br />ILL E O INa'
<br />Moo Sal II 511157
<br />II 4
<br />HM,MA l
<br />NY. aY. >LL ssr Aw4,A f+mf«
<br />IAa,.v Wlt-,t«
<br />G1GF. R. 33}I4
<br />RiOAEt (0lHj4Y-7516, rAUC (4B4MIF-D727 20-176
<br />-
<br />P:E 961W/aBIMiW¢/hA1E
<br />GN«1 . qe, posy m.+en
<br />WAOEk A 1Nldlib.. P
<br />+eQe.A+ w Rear - W MNG Na
<br />CM.
<br />4
<br />NNg1,a W "
<br />BEE iHEET f9 NR 20 > ANprWB 1YFE d
<br />,�
<br />._.L..,..._.
<br />wow
<br />BpAL:IH6 FOR OA0 WOOD
<br />F9tiMB sAL6Id0.
<br />L,IINIIA.ANROOR sPacAas Afm MfaNAN
<br />69GE d$FAM9i, ARE NIM7RED M/ 7,A6
<br />w NAAgA ®Hrao DeJ
<br />a
<br />a
<br />•«GAYIMNF Carew 4a%
<br />a
<br />7
<br />fTauEolas FOIN EO. LESS NINTH RIIrA/En ar
<br />6ctanuc ItIDUCE ANi3OA SPACING WF
<br />IIM.mYI1G $PA0[Y p1 SCIR01lLE
<br />RA.+n+a 11e..1. tAod pl=)
<br />a
<br />° ,n
<br />A9RK tT$ •1WC B.I�ii
<br />LamR
<br />9r tetE rtirws� rADruRT. FOR ,i25
<br />, ,(2•
<br />a? -
<br />2,/Y
<br />- -
<br />>PACNIO fWMINFf! UiIO FACTOR SHALL NOT
<br />BE tE54 l7YN iNM11Rii SAA(88:f INDICATED
<br />MR LOCH AxnDR TYPE Ob! nWs-SCNLBUIE
<br />r
<br />_
<br />tm 1.W
<br />s
<br />-
<br />-F.-A
<br />N
<br />CU
<br />>
<br />U
<br />0"
<br />Q
<br />2
<br />Cu
<br />(Q
<br />O
<br />t!3
<br />O
<br />C
<br />O
<br />=
<br />O
<br />nW'
<br />W
<br />I-
<br />Q
<br />u-
<br />Qco
<br />Co
<br />Q
<br />�-
<br />Cu
<br />-a
<br />CO
<br />Q
<br />INSTALATiON DETAILS FOR 0PTlON FOR LIFE SAFETY INSTALLATION DETAILS FOR OEBON #2 F��E SAFETY STORM PANEL SYSTEM r VUB1 F_i NOW W M- PANG M
<br />STORM PANEL SYSTEM �BN :
<br />INTO EXISTING W G RES INTO EX12IING WOOD MUCTURES 1. E-Z H4NG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VZ-JM FOR COMPLIANCE IN W) MINIMUM EMSE IMENT OF TAPCON ANCHORS AND PANUMATE FEMALE D N2 PANEIMATE PLUS INTO CONCRETE
<br />., j�6 $TI2U TU
<br />ACCORDANCE WITH THE 2020 (7th FA") OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4^.
<br />i r �,. : OE51GN V11N0 LOA05 SrWl BE OEM Y THE
<br />NN PEB SN WHIN 1828OF THE TABWE MENRONED CODE. B.2) MINM9tAA ENBEWIENT Oi' 1/4S X 7/$' CALc-OH ANCHORS SW{U. � 15 7/B" Ot7O CONCREtE.
<br />FOR A WIND SPEEDTAS REtKIIREO O. THE USING
<br />ASCE7 WHERE THESE S•#UTTERS WIHEADERLL EE INSTALLED AND NIO EAf8E0AGErNT INTO ANY FINISH AIATERW: SNINl BE PERIlTTEO.
<br />ouae f OURNE'bA DERRED) f/e 0-20 5S SI➢EWALK BOLTS USING SlA1t BE LONG ENOUGH(SHON.6 ANY FINISH MATERIAL TO
<br />s •, FORA OiRECTK)NAU71' FACTS I Kt1+D.D SHEETS
<br />ASCE 7-f B AND SHALL NOT EXCEED THE WAXIMUM
<br />"' 1 +*6 TAPCON b S^ O.0. I.4"° TAPCON a 6" O.C. 0E'S!G`N RATINGS INDICATED ON SHEETS 25 4G ZB: £NGAM 3/0 INTO ANCHORS.
<br />00 T�oN 6 6. O.C. i +^. TMCWH Ii 6• o.C. ',t' �•_7)f4•e tAPGOH p C o.C. Y�°: 1 4Y 7APCON f 6' O.G, j 1 f "MIN. TiiIaADEp r /, T)x`MIN. THREWFD IN ORDER TO VERIFY THE ABOVE ULTIMATE DESIGN YARD LOADS DETERMINED PER ASIDE -16
<br />,/2 1OL THREADED
<br />1HREAD@ W/, 1 2` 19N. T14AEN0ED , /1 1/2' MIN: THREADED aN P�rKWf AT WOW f PEfAT>UA,Oe AT WOOD SHALL BE FIRST A DUCII) TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.0 IN ORDER TO B.3) M CRSE THAT PRECAST STONE, � FNiECA5T� GXNNgtETE PANELS BE FOUND ON THE EXISTING WALL,
<br />�, TKW AT wow I wOH AT WOW 1f / AOpr A7 WOOD PENETRATION AT WOW 3 HEADER �, WNDER TO COMPARE THESE W/ MAX. lA.&D) DESIGN PRESSURE RAMNO MDICATEO ON SHEETS 25 3 26. ANf?IORS'SHALL BE LOtKi i7rIW0N TO REACH T!R MAN STRUCTURE BEHIND SUCH PANELS. ANCH(1RAOE
<br />i READER
<br />/ MEwER fffl SWdI BE As A04I1GNED IN 9,1) AND M B:2).
<br />N i t y( Tq - M ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED- AS TOTED WERE NOT OVER STRESSED, A 331L INCREASE
<br />,/2' •,/y �x/) ,/2' ..,/4• ,/2• _ 1 a r� 1/2' '1 1f2• 1Je jA�t/ 1/2" : 1 fy M ALLOWAmF STRESS FOR WRIT LOADS WAS MM USED M THEIR ANALYSIS, FASTENERS SPACING TO wCW HAS BEEN
<br />J1 / t� Jj ,` r/ � { TI / • / ! '. 11�If4• ?I / j 1 � � DETERMINED M ACCORDANCE WITH MDJEL 2015. (C) A MANUFC BE IfBfALLED FOLLOWING ALL OF THE RECOWAE MIK)NS AND SPECIFICATIONS OF THE ANCHOR'S
<br />a' , /t \ll ;r I % 1 ? 2' r is / 2i t ( i WOW HEADER - x12 1 I I WOOD HEADER f 2• i STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS'BE£H VERIFIED M ACCORDANCE WITH SECTION 1626 OF
<br />: , ,
<br />j/ i
<br />Mkt' I j". i i i t Mt° '• i ; REQURED I ( REIXAREO '4'' tf.. R SFW.1• THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUhDliE55 OF T!# STRUCTURE WHERE SHUTTER N-
<br />' =T _ _ DE AS PER FENESTRATION TESTING INC. REPORT 20.52. AS PROTOCOLS TAS-20 , PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHEU TO CONCRETE, BLOCK _.
<br />Lam. A
<br />( u 2 ARID AST Z03� T 1 Is S BE BE THE D TO INSURE V O
<br />i ,•.�. - OR WOW FRAME 9OILOIMGS. C7 .t..-.
<br />�. ,::- E e. 1 „'.,.... I ? • ' ' 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSNOE OF THE OPENING AC=S#VG THE OPENING. FROM THE
<br />{ i '. I I • INSTOE W/O THE USE OF A LADDER OR LOT INS AWPUCATON IS VALID WHEN INSTALLATION LIB INTENDED TO BE PERFORMED 12, THE "•� x . ( £ INSTALLATION CONTRACTOR IS TD SEAL/CAULK All SHUTTER OmmmEw mots *DCH WARN IN WATIAMETuS
<br />° II r ply i , p r _WRH THE BUILDING TO PREVENT MND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS AL AROUND FULL f.
<br />Q) r � i ' ' l!1 FROM Tf# INSIDE OF STRUCTURE, .`�" - ''r��
<br />' HIDING ._• . y
<br />I To am �> � i I ' m 3. SERIFS tW0 OJS'fALUTDN K APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS �OINREO TO BE
<br />r
<br />'L` i+m• (SEE Salami 1 , L" CLASS -`(s¢ samAE-- f ' (Ba2 rxA11D1A2 ,
<br />PANEL LENGTH LM s"m to) i 1 M , PANEL LENGTH ON Sw1w ,h i i ar DIET 1 i PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PAIR. INSTALLATION STALL COMPLY WITH SPECS MrncaiED M THIS DPAWING PLUS ANY BUILDING AND ZONING
<br />i r (SEE NOTE i BELOW) i PANEL LENGTH i (SEE NOTE I BELOW) i I 1• i ExiSi4NG 1 1 R£GUlAT10NS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. (- 'L to
<br />f Ara 2EFNMRp1 I r ,W,, gPrANpy , PANEL LENGTH VA. SEPOVIO N , GI.155 , 4. SERIES 2000 WALUTON IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN
<br />L.
<br />LASS -LMI BGE4fAE 1 GLASS ; -�t _. .- (SEE NNUFEI 1 BELOW) MTo CASS S0&MAE i i --!''^- (SEE NOTE 1 HELOW) PANEL J PANEL LENGTH INSTALLATION S REQUIRED TO BE PERFORMED FROM THE WSW OF STRUCTURE 14. ATRIUM WINDOWS AND ODORS. INC. E - Z HANG STORM PANEL SYSTEM"' S PAMW PL9Wa = Z:
<br />a MREi 1N1) 1 1/4•s-Tar • L ON eNEf 10) 1 1/a•.-2Nbr1• --- ( ON S-W is) + (S'fE NOTE f BELOW) 1/4'°-2Da1• N (SEE NOTE 1 B©-OW):
<br />I
<br />S.S. Y.S: W , ' r EXISTING- 1 r - 5: ALL OAUNkIN11M EXTRUSIONS TO 6863-T$ ALLOY AND TEMPER. (UNLESS O7NERW6E NOTED) 15. (e) THIS PRODUCT EY144WTDN DOCUMENT (P,ED,) PREPARED BY THIS £NU6LNEER IS b'ENERTC AND DOES tHIT- PROVIDE
<br />7/e'► A 3 72` �. ; Y i i �`. i i , 7 • 3 4
<br />3 MAS`+ r , 5.6. MLA W -,, •-- I MFORNATIMt FOR A SITE SPECIFIC PROJECT, 1.4. WHERE THE SITE CONW04S DEVIATE FROM THE P.m f /9
<br />MR A.. , � ._ i ? i WINO N4IT /�" °. s S. ALE. � SHEET METAL USED AT tS-G'S(HRES sNglt. HAVE 3705-HT4 ALLOY: ('7
<br />(b) CC)NTRACTOR TD.. BE RESPONSIBLE FOR THIN SELECT", PURCHASE AND fN3!'iJ.fATON.INCLUDINO LIFE SAFELY OF T
<br />7. ALL SHEET. SHEET METAL PANELS SHALL HAVE 5'IRUCTURA• QUALITY STEEL, ASTM A-651 OWE 50 Min,. GALVANIZED STEEL THIS PRODUCT IMSED ON THIS P.E.D. PROVIDED HE/SHE DOES NQT OEViMYE FROM THE CONDITIONS DETAILED ON �•-+
<br />d[ @ 0 W�N' ' - -- , -«-- i ! ' .�.__ DESM.NAiON W/Fy. yes lui (AFIER rtDI,L.CD). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS TIME CONTRACTORS RESPONSIBILITY. L
<br />f l l i _
<br />i + iMN. THREN7lTI ` A� y ! i �� , I I 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ADD SERIES OR CORROSION RESLSTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAIJD IF MODIFIED, • ! t,
<br />,PENETRATION AT , , r W
<br />iMDWOtN OF SWTB W/ 50 ksi YIELD STRENGTH AND B(1 bl TENSILE $TNENGTf, 8 SHALL COMPLY W/ FLORtlLA BUILDING CODE SECTION 24t T.3.3.A, ( -
<br />'
<br />s f I (� I I I ARCHITECT VARCH WILL
<br />4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIST 304 SERIES STAINLESS STEEL, WITH 36 k. MINIMUM YIELD STRENGTH. d) BECOME TLC ENONFER of RBSITE SPECIFIC PRO&CTS A (f PREPARED.j FOR TfAiE�PRwaUAECT D LT£WS> N fffi2 itiE PRo9ER
<br />I I , f USE OF THE rr C ENGINEER OF RECORD ACTING AS A DELEGATED ENGINEER TO THE P,E.O. ENGMEfR, SHALL
<br />M ¢j t jjT{�-- C
<br />l_1 :', € L i io. lJ/CFORS TO WALL BFW.L As FOilOWS: SUBMIT Ta THIS LATTER THE SITE SPECIFIC
<br />OPJrwli5 FOR REVIEW.
<br />- ( + 1 j (A) I E4571w RNVNRFn r• ar:r.
<br />' I
<br />It!
<br />� 1 (- BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF {`}
<br />.. ,.� .: ,
<br />' : 1 T/4 a TABCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. MG: (DIM. P'ca3t92. P.AL} li£CORD TMAT FMiEPARkID T.
<br />E0.--1
<br />t/4 e•'•20xa 4•SS. M,S W/ , e ' i 1/$" W X 7/B'. CALK-M ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. rca300D V-1.) fn ci
<br />Ccm, _ ,.. COAT:. Ep, ;« ,,l/+Y•-2O14tif4"6.6. MS. W/ ,�.. r i - E4--. P 1 F 1B. STORM PANEL N4INILNFACTJRER'S LABEL $PAL BE t.0011TEf1 4N A READILY VISIBLE LOCATION AT STORM PANEL M y W
<br />J 7 /000/w WM4 NUT t 7/M4 0 NANO NUT , i )0 ANELMATE FEMALE D & PANELMATE PLUS ANCHORS, AS MANU ACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE Ya61H SELTiON T7t>5.93 OF FLORIDA SLIMING LODE, ONE LABEL $HALL BE PLACED FOR EVERY OPENING,
<br />WOfG GAR , t A A 3/32. WINGCD
<br />\ i T i 1Y,A51ER • 12 T/2` O.C. k ? NUT` wAsxER {8Et0lO) i t a. I2 1/a• O.C. I I i 1 - ;:, WASHER (URIOND) i t 7 i (#'t+$335D aat:l.) LABELING TO G(>sAP4Y WITH SECTDN ,709.9.2 (Jf THE IRORIIA BUILORiG CQOE. a ,
<br />•� J qq , 4v TAPtXiN a $• ac. # , , r t , 7 ,a x • WMc tWfF A1) .MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2^ FOR PANELMATE y A
<br />1 ; T :, /, t/2' MIN. TtYBAOFD L-4-;,,� FEMALE ro c PANELS4LTE PLUS.
<br />TAPCGM O.E RC. _ 1 4•s TAPGM 0 6' O.C, 'f x a W1NG NUT ) 3
<br />! 11 2`A4' WOOD ,���� /3a 2 A4 WOOD_ PLATE ( /6 3/32 AtiIle W/ STUD) L_ 14 L N-TSTAaO Q W/SAD) PQEfWA110N Ai 10dFroM - A.� TfT,, 1 I W W
<br />W 1 1 2' M4L THUD I t W 7 , 2" tltl, iHIREUOlD ✓T t i QF PIA7F L REOLKED �`f-" y wA6HEa a s 1/4• o:c. D k. t j, �� I WJLSNfiR. s (BEl"nv) ` > P1/ S{/� r�
<br />,ON AT NV+YOTH AT 1Y01AOT1, , I it } \ 1•L,. X C
<br />Of PRATE - OF PLATi "'� i PLATE 4• W000 PU7E in. ; Ht' A2) MANY FINISH
<br />EMBEDMENT OF 1/4'P X PERMITTED
<br />CALIG-M ANCHORS SFWl IS 7/B' INTO CfXNCREIE. NO EMBEDMENT INTO a _ (y
<br />25sA' G00D PULE ( • WOW FUZE f ' 416 t�4 ANELMATE 7/8 - O' ° 1/4'AOC wT 1 7 t ANY FlHNSNI MATERIAL SMALL LNF PERLRTiID. FR
<br />RED I - j [ ; 1/4' 2-20 SS SIDEWALK BOLTS USED SHALL BE LONG E'MQUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4• sV C U 0
<br />REQUUED MM.WALL WALL Mg ze a 'EL ATOOF PLATE PELRAl10N ; I IBA, P110N MO ANICHORS.
<br />eR
<br />SUAVE 3/B-I*NEW% AT MONIM OF PLATE- ,. WA ONA3} CASE THAT PRECAST STL'ME, PRECAST CONCRETE aAUN£IS. OR PAVERS BE FOUND ON THE EXISTING WALL ORWALL
<br />111LeYNH SCALE 3/9 -1" MIkNfNNh - ' LAEN'HORSDE IN ALL BELONG D A 2) UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL ill ` SO y a .� O
<br />$GALE 3/E.i~ SCALE 3/a'sa' aA.Tllt� �aP ifCf/% O r!F€ A PANEL r :' No. oC't �a s1 - W
<br />tG ,••••• , d •• ••, ✓ 41• (B) A.D £f6iiHG CONCRFM_OC.K W#it• s
<br />' DEN ` GEN I' SCALE 3/r.l. S * L 1 A tlQ>tg ' • 9 FLORIDA BUILDING CODE H VAllaa Nu no Z4ns SCALE S/B`=T" :• i} •' FLORIDA BUILDING CODE (High V.loc(t Hu cone Zone) = 1/+` s TAPGQN ANCHORS AS MANUFACTURED BY Lr.W. Bu1LDIX INC. FLORIDA BUILDING CODE (High Velocity Hurricane ZanNN
<br />1. INSTAWTONS ARE DULLY AWLm FOR BUILDINGS WITH AST. DESIGN !AIDS _ . .
<br />w m +sss. -72 D PSF AND PANE S t Dfc)H Lw T€, s'-r. form. A C FA, B�IS NO 44167 ° 'x'° Nc 20 GAGE CALVANIZED STEEL. STORM PANEL rF' - Ile 0 X 7/8^ CAX-IN ANCHOR$. AS MANUFACTURED BY DEWALT I C. (rm.15W p sJ.) y ,r � »6 Na Fr.
<br />A ND. 4 1 * z 20 GAGE GALVANIZED STEEL STORM PANEL „1 �; ? k x ova W: - If 4-10 PAHELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED ITY ELCO CONSTRUCTION a� '• : •� 20 GAGE GALVAN4E0 STEEL STORM PANEL GROAN BY.
<br />2. FOR NEW WOW FRAME COM91A CTM: WOW TO BE SOUTHERN 1, INSTALLATIONS ARE ONLY MOLD FOR BUI D01% WITH A.S.D. DESIGN LOADS *.. •k • \�
<br />PRE NO.. 2. W/ SPWFIC DENSITY OF 0.55 Olt EQUAL i'k : I"`y_'"'S � rw. UP TO +35.5. -72.0 PSF AhDH PA/EL.s It71CTH UP To 8'-e. OJfM/m3y PRODUCTS <rfn>•2o71 P.I.L} ,Oi
<br />x ST BAIL PROTECTION PRODUCTS, l LC. xN ; BANE DUCTS. M1G
<br />d �. •'' sr /► afar iH' ao 4' L FOR•. NEW 2W:OODD FRAME c D€� D.WDW M TO BE SOUTGERN ,a } `• . OR1O i L .. C a txe. L PROTECTION SPRQDEJC75N U C. N N SAL PROTECTION PRO LLC.
<br />•.1 C,y I'� G V O ENa. '�,A` • IOW RW. WSW 1 /� NIT° 4R 3I 4R,iEA
<br />hy' (•+�•`1'••• .flat NWn. fb Als. MYTH A ia« NIRIIE- (II'f)EI9-16N4 NNC:MBfjlM-B7I7 aG•-176- - *$ C`� ' D&MID R'75N6,. FAAC' I iY C \l ANC_
<br />,,�SiG :Eft ,.-... wYe•,9«7�GYvt•N9,NerPap°a�,+as, w ,aerwr aYf w AM ORIWIIINN ,h! �••••• CA-Wp67,4 N,4r Ir« Ae.Ie N,e.Fr aAt txMfwwY: F Iy„40Ob7fg M sYaenrse «tr aY BRAKYaNr
<br />rAN WaT7 s INr NY. RN, Ma Aa, wx« e4at7a r AN« frfgNr 20-/ 76 R wfA ' n'1/ 20-176
<br />NDKR� f $i Aa y-,---- nw: aN-we , w. r pMa an-wN wr , An..1aF . F. s Gb9 «f-.YI
<br />Nit iMl �P.ri 2EN�&pNYTOAffi%WiC YDLYER A 12Nfi I•:, PL N - Nk11111 y BEAt/$N#GH1AWjRAfE AFr-. ff. fY 7P4,WEw. WA4RV4 n 7L« PIfONE. (°34)Y9-7LHIr PJJt: (4IN)�B"WI)
<br />FnI :... . _ 11KE't M m 1TALTPA A'Nla rr., P.d1tvE. em - - ,y - LR47'92 # $B WALTER A 1KtR Je,. F,F,
<br />-AWET al WF ffi
<br />Q "STORK PANEL
<br />)t
<br />PAINQ.'s N7D tI+ •�.
<br />W/ HEMMED EDOL
<br />d
<br />ISQUETRIC ViEW DETAIL A
<br />ROUNDED CORNER a ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE.
<br />(N.TS)
<br />-•(T•-••.125-
<br />L
<br />J3' Mox.J
<br />�T 3'x3M ox.) (�i,UTA. ANGLE
<br />f LOSS" (TyP:)
<br />76l0'
<br />I
<br />$ STOP BAR
<br />I t" LONG
<br />6003-�T8 AIurm. ALLOY
<br />�2s•
<br />J2.DWJ �
<br />*.r TRACK
<br />�2 REVERSED Nh« TRACK �3 REVERSED "U' TRACK
<br />7S4".R
<br />AL -
<br />125•
<br />2.OW'
<br />I
<br />:f25•
<br />a Q 2*:R5! Vgs.3 ALUM. AG=
<br />1 1 4
<br />6061-TB Alum. ALLOY
<br />3'/24 (sm MIKEE 2 "wo
<br />172A B► r e/240P Q "/ °t W/O t%' YJ 'm (SEE 1141E 2 mim
<br />BELOW
<br />40 X. 'L•
<br />I-r� i
<br />1• � �B,DUIE"1RON snET �� i�1aoR i 1Nn.
<br />!-�at QW/ � wl�. � sL°E sonl4Ys ON BTWE1 Nr -
<br />e LAST PAVF1 iHV TO BE NATALf:EO AT E
<br />OPEMNO SHN17 ALWAYS 8E PRONdED w�/
<br />REAR HAOLE TO FAlNNTATE HNSTAt1AON
<br />�,. - sou 3/ DEMON ME WO 200. INTENOW AU£0 FROM
<br />1+
<br />il0e, OAP yl/k' t6eA. O.AR
<br />Ali' T3U'� Ord. UUI�L•,r�jj
<br />BlY4E 3/aE' a i'
<br />(t). E - Z HAND STORM PARED SY-aTEM CONSISTING OF PANEi.
<br />Cmrtt. TRACKS TOP a BOTTOM.
<br />(2). AND PAHtlE'35 SHALL ALWAYS � CONNECI'£0 TO BOTTOM
<br />TiACN OTHERWISE
<br />A STOP BAR
<br />(8} SNA,L BE PROVIDED AT TOP OF SUCH PANELS.
<br />(3}.
<br />PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION S1ALL CONSIST OF
<br />1/4'h201rS/4" DES. W 7 8'ftrr3 WR°G NUT OR 1//4YR1/4" 6Grt. iHUHE85CREw
<br />INTO TAPPING BOTTOM tqq OF FASTENERS LAY 8E AT Et1f#R OF TWO
<br />EITA80R FIAT FLANGES OF END PAW-
<br />(4). M CASE THAT ENO PANELS ARE HOi CONNECTED TO BOTTOM TRAtaG (i.s. A STOP BAR
<br />S ONLY USED AT TOP AT LEAST 1wD PANELS SHALL BE CONNECTED TO BOT'(OM TRACK
<br />47SIkR SPECS ONDICA ON NOTE (3) AlHOVE. IN SUCH CARE: CONNECTION OF PANFS.S
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION:
<br />(9}.SEE SECTION T', 3` 8f. 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25,
<br />M
<br />,, 2'/24p 1'
<br />CptlCl¢,IE ANCHORS
<br />«,xa.. fx+ allEeY
<br />NOTE 3 EQ.OW7
<br />a• IA,N.
<br />4 D40W
<br />40 X 'L`
<br />LATE � yP)TYPICAL ELUQ0N Egg
<br />PANELS
<br />OW).
<br />ppOO � 7� 7 N/2'
<br />MOI�OR PAND,S�
<br />16' a (ANT PAIO:1� 10 BE INSYAMEO AT EACH
<br />OP57IO ALYLAYS BE FRONDED W
<br />REAR HIANOIE RU FACETATE NNBTAILA�
<br />IF INTENDED 7aBE iNSTAUEO FROM
<br />._ Ie1SOE of �.
<br />1/4• Yaa raP - V4• Rae. GAP L
<br />t
<br />��TI�B� T � PAI+Ec
<br />(1). QfFJNQ)pNN Ot SFraFs 1000: E - 2 1HA1C STORE PANEL SYSTEM �10 OF PANEL +
<br />AT TDP ��aM TRACKS AI PANELMATE PLUS OR 15" LONG
<br />SWiAT� BOTTOM W/ PANEEMATES,
<br />(2). END PANELS SHALL ALWAYS BE � TO ENDING SIR. WALL $i` MEANS fL4
<br />PANeL1A47E6 Of W USED AIRY W{ 15 LONG TRACK AT 80TFaA END
<br />SHALL � COINN�LTFA TO WI+' -INS,
<br />NUT �1/LNme C3�
<br />•m Mro rAP�Eo a (N�GGEpT As
<br />(3). FOR CASES T ENo a�csP�wE rrorof�lrrolA�m�Gr,�sroP BAR
<br />SWVL � PRWADEO AT TOP aF SIGN RAN115.
<br />(4). FOR NSTALIAIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />UAMO//UNiED�EOSNNCFOLIDM7�H MA SHOWN ON DN AND WTP.ACK Q 1Wti.
<br />tFO. EDGE IX.SI;MCE1 FOR TINS O1TiiINORR PANEL USED AND
<br />��ED
<br />NO'T NEEDCANMEChD T0� 8Y ANY MEANS.TRACK
<br />HEAR OVERLAPS RETAINED � �. i#T Af RIGHT
<br />SIDE of PANFxj i%AVE
<br />!
<br />_.... _.� it i i, _ ii i
<br />1�.iYYyi y;.B fl4 ■�.L
<br />i�,:
<br />yy.
<br />T
<br />1 A
<br />1
<br />I A t N
<br />IrY-I
<br />'
<br />i 10
<br />GLASS. H Wtn mfr', i i° fa"ss. i A7N. iOnErr
<br />( j ENEIr OVERLAP i °
<br />'°
<br />1 ( 1 1
<br />1 M I t
<br />AWiuee°
<br />), IfEf7T6IFD F
<br />'ni N WagO/s• L0 Eo TT
<br />WALL YOUNTIF� INST.
<br />IiA.€ori �IfCA�TIRaN�u f@q�]N0 AmOiARBNBWT(N�a�1LrOR
<br />4 � IL OF NwWL " IL,V
<br />® �AYFr� Mfr9 a/ IIW A! 2I7°°R
<br />WAY TO 71' IT==
<br />t+EDI+ ANrEurc ,w •
<br />�l IISTALIAtgIL
<br />/�"' E4.. E4� tia
<br />SCALE: 1/2' . 1" VIEW Y ISM ml
<br />I 5
<br />i
<br />f
<br />1 T
<br />1 i 1 1 i SIM wAowua
<br />te4E SafD1AE ( �NXI MWYF 25 1 j Can'
<br />n�W � 1 k�w• � , m, i � aaw°AP
<br />m afAsfL t fMl4 one € H ,
<br />1 O,WY O.WAM yWW f 1
<br />, 1
<br />1 2',
<br />,T/ XM� I ��
<br />r --a
<br />-
<br />M-
<br />OIL
<br />-
<br />ANCINA2
<br />ma aF
<br />OIL f1°1WcnN�°eNO
<br />Cn
<br />Cu
<br />�:2.
<br />CL
<br />CL
<br />f1!)OR TO MIl+jjj ifDUNTiNG INST. BUlLa-OLjj NOUItTING INST.
<br />�CT�N Yil'ite2lft�x'
<br />SN:AI.E S/B-1• SCALE 3/8
<br />7'
<br />O
<br />U
<br />O
<br />LLI
<br />Q
<br />z
<br />z
<br />Q
<br />J
<br />a
<br />SHEET N0.
<br />IS 1.2
<br />
|