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<br />__- __.- ___ - ..ANCHORS (SEE SECTIONS ON SHEETS 17, tR, 19 & 20)- --- __.__. __. - -
<br />9PTIQN 12 Ft�R LIFE SAE�TY STORki PANESQ ELEVATION
<br />SCALE 3/16'-i` I/a- MAY. w
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<br />MAXIMUM A,S.D, DESIGN PRESSURE RATING (;t.st_ ,n """A. Itz
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<br />CORRESPONDING AXIMUM PANEL LENGTH L" SCHEDULE ,,* ;NCENS !'
<br />Na. 44167 -
<br />*: A :
<br />a FLORIDA BUILDING CODE (High Velocity Hu 'cone zone)
<br />F a r3!rAD m?Ero. wD. rA
<br />,sf� ., tQNICr#,.r.` I 24 GAGE GALVANIZED STEEL STORM PANEL DRAT m
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<br />DESIGN PRESSURE j %- (tt,l TO GLASS ] CONDITION RATING (P.S.TJ 1 (SEE SECTIONS) I
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<br />DETAILS FOR QPjIQN #2 FOR LIE- SAFETY STfJRM PANEL SYSTEM
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<br />£ No. � i fc � n20 GAGE GALVANIZED STEEL STORM PANEL QUIRK
<br />2. FOR NEW wOPO FRAAtE CONSTRIACTX)N: WOOD MEMBERS TO 9E SOUTHERN_ :
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<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
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<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
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<br />I D I S OR PT O LIEE SAFETY PANEL
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<br />0 9' D.C. 4 ¢' O.C.
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<br />MALL IJQi!( INS INSTALLATION
<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
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<br />OR CONCRETE BLOCK
<br />REQUIRED
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<br />9.RE.S.tlil.+R PANEL
<br />SCALE 3/8'=1"
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<br />SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$
<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
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<br />EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3
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<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
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<br />No.44167
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
<br />I xrxi --w.-n)a
<br />G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No;
<br />.TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w �
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<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
<br />- jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It,
<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
<br />. �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ °
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<br />- � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./
<br />_.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r.
<br />_. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s
<br />W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw �
<br />.. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•�
<br />r'9 __.R.aD)3• sue: , 2•
<br />- ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x
<br />, OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I
<br />� r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g
<br />./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G
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<br />// � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# -
<br />d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__'
<br />�a zz I ! _.. I
<br />f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f
<br />' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I
<br />,✓ � - i ".�"- - � � }�
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<br />2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $
<br />ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1
<br />END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � �
<br />(N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �-
<br />t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i
<br />i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _
<br />(1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L
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<br />- __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,.
<br />�ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,:
<br />{I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3'
<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
<br />'�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED
<br />fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�'
<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
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<br />n N T50" � �R55' (Typ.) A.".v,
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
<br />I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q
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<br />�, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL
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<br />DETAILS FOR QPjIQN #2 FOR LIE- SAFETY STfJRM PANEL SYSTEM
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<br />,. INSTALLATIONS ARE F.aLY VALID FDA BUILDINGS T5?W AS.➢. OESKUt WADS _ '�:' `' '' BUILDING CODE (High Velocity Nu cone Zone :
<br />UP TCi a5515 -720 FSF AND PANEL'S LENGTH PTO B'-e• - - 3➢rG iWECO, an.
<br />£ No. � i fc � n20 GAGE GALVANIZED STEEL STORM PANEL QUIRK
<br />2. FOR NEW wOPO FRAAtE CONSTRIACTX)N: WOOD MEMBERS TO 9E SOUTHERN_ :
<br />PINE MO 2. Wj .!'RTC QENSTTY � 0.55 OR EQUAL � iT : ''-� � 1'
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<br />f4' YMOON ANCHO!TS
<br />6
<br />(STAOGERED Wr STDOj
<br />- .POURED C'GVaRETE
<br />DR CONORETE aLOP:K
<br />REQUIRED
<br />WALL IL#OUNTIN • INSTALIATI N
<br />SECTION
<br />REGULAR PANEL
<br />SCALE 3/8"=i"
<br />I
<br />C' 1' NUT WASHER Cf'd£FGt#0)
<br />yr+" TAPCpN ANaNaRS
<br />_. O 4 TJ2" O.0
<br />(sraADERED w( SFtIiT}
<br />POURED DDNCTtkIE
<br />DR CONCRETE BLOCK
<br />REQUIRED
<br />1 �+O�tN11dS ltISTA 'I dL;TlON
<br />SECT__1_Ol�i 3R
<br />2_R(EE SAFETY PANEL
<br />SCALE S/9•=i-
<br />OR
<br />N%°llpE tYlE tµ1-
<br />SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t ..
<br />$FAUNG MR !tE'fAMASiPK a1TO WOOD
<br />FRAME &ILDHG, tAb umtm aMC9tO {M.) )
<br />uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �)
<br />EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ ..
<br />dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..-
<br />sctanLxs sE➢ixe ANcrga sPAGINa BY
<br />MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION
<br />do THE FOLLOW" FACtORa. FOR THIS
<br />GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.--
<br />SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam '
<br />&E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__---
<br />..__....
<br />FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD
<br />POURED
<br />�,CONT
<br />". - ___,%C - 4- - 4
<br />I
<br />CONCRETE, PWREYr CONCRETE I
<br />_4G�AG.HMREb�1'�+�.4��ENtiO�-[_
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<br />' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER
<br />:' O T9 tf2" O.C, ',% (REYOEfO)
<br />I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS
<br />a a 112' DIG
<br />: _.__POURED CONCRETE __,F'cnJRED CONCRETE
<br />OR LXriM.REtE 8L0aR OR CONCRETE BLOCK
<br />WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI
<br />SECTION '.}8 SECTION 48
<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
<br />THREADED
<br />W�T;
<br />O T O FOR IF SAFETY STORM PA E SYSTEM
<br />INTO EXISJING WOOD STRUCTURES..
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<br />4 APLO 6•.O M O 4"Pt
<br />�I i APCON w 6" MD..
<br />>
<br />2 M7N TH D ,� /
<br />f ( :.."Y! 1 / T 2 MIN.
<br />j
<br />PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO
<br />€€ 4
<br />HEADER
<br />FADE HEADER
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<br />WOOD HEADER w00a HEADER _i�1U_ fl�Mn
<br />ACQUIRED REQUIRED REa
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<br />W.. FhPrealil4i
<br />- � sLTKDLA.E �.
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<br />& FxiSTk*K`i ON srtE,T ia) i '.
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<br />'L" WsA.
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<br />T➢ wA45 3
<br />PANEL LENGTH ":-. ';" PANEL LENGTH
<br />{K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW)
<br />GfAtt I 5.5 M.S. wP , { - .,. , _ ___
<br />7 8 m a / 32 3r
<br />y WettO NUT '
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<br />2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I
<br />�'7/8'a x 3/32' W!NC NUT
<br />REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND)
<br />/14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _
<br />a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B
<br />n MIN. THREADED PENERU Qr! �;`
<br />P MIN. mRFAOEa E/NE1RAnav
<br />i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O
<br />WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON
<br />AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V
<br />Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L
<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
<br />%FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76
<br />"/lrltl N A �., CENT apt-,m, bLM'NO fb.
<br />NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� -
<br />- 44567 _ -91 _ wet 3H4T M M 2b
<br />POURED
<br />Qc*ETE
<br />DR CONCRETE %LICK
<br />REWIRED
<br />E.[
<br />0
<br />.
<br />I D I S OR PT O LIEE SAFETY PANEL
<br />INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS
<br />0 9' D.C. 4 ¢' O.C.
<br />I
<br />POURED COItLYtEETE . `.
<br />OR CONCRETE BLOCK �' _
<br />i
<br />E.D
<br />REQUIRED
<br />r
<br />1
<br />i
<br />Y I I
<br />Cat]
<br />I '
<br />- SD,AAiKav to 4 0 [� : �_
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<br />.. ,{i a-5D'r RA CUmTE PLUS W/
<br />fa"r v 3J32' W84G NUT WASHER
<br />{8EY o)
<br />POURED CONCRETE
<br />OR CONCRETE BOCK
<br />REQUIRED
<br />MALL IJQi!( INS INSTALLATION
<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
<br />I p14»tO'r PAWELMATE PLUS Wd
<br />'..... '9/8'a : b/32' WING aiUt' wh9r1ER
<br />O d 114" OC,
<br />paMaEQ CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />i+#_A13 MOUNTMNi #NS?"ALt jTiON
<br />$ECTiON 5A
<br />9.RE.S.tlil.+R PANEL
<br />SCALE 3/8'=1"
<br />,J4 s ifar
<br />SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$
<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
<br />Ar Alttl MlNtatalM � o�) ) )
<br />EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3
<br />SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f=
<br />scHeaA.E REDUCE ANCHOR SPA; IN -
<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
<br />rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja'
<br />SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' .,
<br />9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D
<br />t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. .
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<br />,`'��~''y�GfNSF'
<br />No.44167
<br />f!i
<br />S4N>f."AGHxIUREJOATE
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
<br />I xrxi --w.-n)a
<br />G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No;
<br />.TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w �
<br />4dr
<br />WILL
<br />IT
<br />6
<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
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<br />- jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It,
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<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
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<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
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<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
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<br />SECTION '.}8 SECTION 48
<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
<br />THREADED
<br />W�T;
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<br />�'7/8'a x 3/32' W!NC NUT
<br />REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND)
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<br />AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V
<br />Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L
<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
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<br />- 44567 _ -91 _ wet 3H4T M M 2b
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<br />REWIRED
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<br />I D I S OR PT O LIEE SAFETY PANEL
<br />INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS
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<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
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<br />OR CONCRETE BLOCK
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<br />$ECTiON 5A
<br />9.RE.S.tlil.+R PANEL
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<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
<br />Ar Alttl MlNtatalM � o�) ) )
<br />EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3
<br />SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f=
<br />scHeaA.E REDUCE ANCHOR SPA; IN -
<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
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<br />SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' .,
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<br />,`'��~''y�GfNSF'
<br />No.44167
<br />f!i
<br />S4N>f."AGHxIUREJOATE
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
<br />I xrxi --w.-n)a
<br />G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No;
<br />.TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w �
<br />4dr
<br />WILL
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<br />6
<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
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<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
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<br />- jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It,
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<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
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<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
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<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
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<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
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<br />: :,�_.__..75c1"_ ,._._ :-:�`-
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<br />_ 2 ' DRAWd er.
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<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
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<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
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<br />I D I S OR PT O LIEE SAFETY PANEL
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<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
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<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
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<br />No.44167
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<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
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<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
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<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
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<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
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<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
<br />_��` �L/ �y
<br />n N T50" � �R55' (Typ.) A.".v,
<br />CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j�
<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
<br />I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q
<br />: :,�_.__..75c1"_ ,._._ :-:�`-
<br />9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA.
<br />�, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL
<br />------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z
<br />_ 2 ' DRAWd er.
<br />M GRID - � _. '„� /, * :,
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<br />t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c
<br />Sj GTL ��Iw �+r �y
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<br />I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,. dMaae,. ttPANr #I :vE:' !T: )a31a
<br />«.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q
<br />B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm,
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<br />DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r.
<br />a
<br />SHEET N0.
<br />SH 1.2.
<br />3j32` WIND NUT
<br />Q 12 ifs.
<br />I
<br />f4' YMOON ANCHO!TS
<br />6
<br />(STAOGERED Wr STDOj
<br />- .POURED C'GVaRETE
<br />DR CONORETE aLOP:K
<br />REQUIRED
<br />WALL IL#OUNTIN • INSTALIATI N
<br />SECTION
<br />REGULAR PANEL
<br />SCALE 3/8"=i"
<br />I
<br />C' 1' NUT WASHER Cf'd£FGt#0)
<br />yr+" TAPCpN ANaNaRS
<br />_. O 4 TJ2" O.0
<br />(sraADERED w( SFtIiT}
<br />POURED DDNCTtkIE
<br />DR CONCRETE BLOCK
<br />REQUIRED
<br />1 �+O�tN11dS ltISTA 'I dL;TlON
<br />SECT__1_Ol�i 3R
<br />2_R(EE SAFETY PANEL
<br />SCALE S/9•=i-
<br />OR
<br />N%°llpE tYlE tµ1-
<br />SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t ..
<br />$FAUNG MR !tE'fAMASiPK a1TO WOOD
<br />FRAME &ILDHG, tAb umtm aMC9tO {M.) )
<br />uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �)
<br />EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ ..
<br />dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..-
<br />sctanLxs sE➢ixe ANcrga sPAGINa BY
<br />MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION
<br />do THE FOLLOW" FACtORa. FOR THIS
<br />GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.--
<br />SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam '
<br />&E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__---
<br />..__....
<br />FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD
<br />POURED
<br />�,CONT
<br />". - ___,%C - 4- - 4
<br />I
<br />CONCRETE, PWREYr CONCRETE I
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<br />I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS
<br />a a 112' DIG
<br />: _.__POURED CONCRETE __,F'cnJRED CONCRETE
<br />OR LXriM.REtE 8L0aR OR CONCRETE BLOCK
<br />WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI
<br />SECTION '.}8 SECTION 48
<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
<br />THREADED
<br />W�T;
<br />O T O FOR IF SAFETY STORM PA E SYSTEM
<br />INTO EXISJING WOOD STRUCTURES..
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<br />PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO
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<br />ACQUIRED REQUIRED REa
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<br />{K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW)
<br />GfAtt I 5.5 M.S. wP , { - .,. , _ ___
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<br />�'7/8'a x 3/32' W!NC NUT
<br />REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND)
<br />/14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _
<br />a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B
<br />n MIN. THREADED PENERU Qr! �;`
<br />P MIN. mRFAOEa E/NE1RAnav
<br />i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O
<br />WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON
<br />AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V
<br />Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L
<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
<br />%FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76
<br />"/lrltl N A �., CENT apt-,m, bLM'NO fb.
<br />NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� -
<br />- 44567 _ -91 _ wet 3H4T M M 2b
<br />POURED
<br />Qc*ETE
<br />DR CONCRETE %LICK
<br />REWIRED
<br />E.[
<br />0
<br />.
<br />I D I S OR PT O LIEE SAFETY PANEL
<br />INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS
<br />0 9' D.C. 4 ¢' O.C.
<br />I
<br />POURED COItLYtEETE . `.
<br />OR CONCRETE BLOCK �' _
<br />i
<br />E.D
<br />REQUIRED
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<br />fa"r v 3J32' W84G NUT WASHER
<br />{8EY o)
<br />POURED CONCRETE
<br />OR CONCRETE BOCK
<br />REQUIRED
<br />MALL IJQi!( INS INSTALLATION
<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
<br />I p14»tO'r PAWELMATE PLUS Wd
<br />'..... '9/8'a : b/32' WING aiUt' wh9r1ER
<br />O d 114" OC,
<br />paMaEQ CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />i+#_A13 MOUNTMNi #NS?"ALt jTiON
<br />$ECTiON 5A
<br />9.RE.S.tlil.+R PANEL
<br />SCALE 3/8'=1"
<br />,J4 s ifar
<br />SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$
<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
<br />Ar Alttl MlNtatalM � o�) ) )
<br />EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3
<br />SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f=
<br />scHeaA.E REDUCE ANCHOR SPA; IN -
<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
<br />rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja'
<br />SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' .,
<br />9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D
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<br />No.44167
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
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<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
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<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
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<br />END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � �
<br />(N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �-
<br />t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i
<br />i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _
<br />(1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L
<br />T
<br />- __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,.
<br />�ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,:
<br />{I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3'
<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
<br />'�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED
<br />fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�'
<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
<br />_��` �L/ �y
<br />n N T50" � �R55' (Typ.) A.".v,
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
<br />I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q
<br />: :,�_.__..75c1"_ ,._._ :-:�`-
<br />9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA.
<br />�, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL
<br />------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z
<br />_ 2 ' DRAWd er.
<br />M GRID - � _. '„� /, * :,
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<br />a a 112' DIG
<br />: _.__POURED CONCRETE __,F'cnJRED CONCRETE
<br />OR LXriM.REtE 8L0aR OR CONCRETE BLOCK
<br />WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI
<br />SECTION '.}8 SECTION 48
<br />R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL
<br />SCALE 3/e'=1` SORE 3/8"=t"
<br />CODE
<br />INSTALLATION
<br />THREADED
<br />W�T;
<br />O T O FOR IF SAFETY STORM PA E SYSTEM
<br />INTO EXISJING WOOD STRUCTURES..
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<br />{K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW)
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<br />�'7/8'a x 3/32' W!NC NUT
<br />REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND)
<br />/14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _
<br />a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B
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<br />WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON
<br />AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V
<br />Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L
<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
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<br />- 44567 _ -91 _ wet 3H4T M M 2b
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<br />I D I S OR PT O LIEE SAFETY PANEL
<br />INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS
<br />0 9' D.C. 4 ¢' O.C.
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<br />POURED COItLYtEETE . `.
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<br />POURED CONCRETE
<br />OR CONCRETE BOCK
<br />REQUIRED
<br />MALL IJQi!( INS INSTALLATION
<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
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<br />'..... '9/8'a : b/32' WING aiUt' wh9r1ER
<br />O d 114" OC,
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<br />OR CONCRETE BLOCK
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<br />9.RE.S.tlil.+R PANEL
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<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
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<br />SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f=
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<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
<br />rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja'
<br />SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' .,
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
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<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
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<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
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<br />END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � �
<br />(N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �-
<br />t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i
<br />i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _
<br />(1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L
<br />T
<br />- __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,.
<br />�ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,:
<br />{I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3'
<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
<br />'�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED
<br />fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�'
<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
<br />_��` �L/ �y
<br />n N T50" � �R55' (Typ.) A.".v,
<br />CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j�
<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
<br />I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q
<br />: :,�_.__..75c1"_ ,._._ :-:�`-
<br />9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA.
<br />�, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL
<br />------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z
<br />_ 2 ' DRAWd er.
<br />M GRID - � _. '„� /, * :,
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<br />t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c
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<br />INTO EXISJING WOOD STRUCTURES..
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<br />PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO
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<br />PANEL LENGTH ":-. ';" PANEL LENGTH
<br />{K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW)
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<br />�'7/8'a x 3/32' W!NC NUT
<br />REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND)
<br />/14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _
<br />a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B
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<br />P MIN. mRFAOEa E/NE1RAnav
<br />i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O
<br />WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON
<br />AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V
<br />Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L
<br />SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.,"
<br />tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone
<br />d4167 =. WsmD TLT€tA. INC, F.P.
<br />' No _ ZO GAGE GALVANIZED STEEL STORY PANEL
<br />]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �`
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01��
<br />2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC.
<br />t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi
<br />PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4
<br />%FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76
<br />"/lrltl N A �., CENT apt-,m, bLM'NO fb.
<br />NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� -
<br />- 44567 _ -91 _ wet 3H4T M M 2b
<br />POURED
<br />Qc*ETE
<br />DR CONCRETE %LICK
<br />REWIRED
<br />E.[
<br />0
<br />.
<br />I D I S OR PT O LIEE SAFETY PANEL
<br />INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS
<br />0 9' D.C. 4 ¢' O.C.
<br />I
<br />POURED COItLYtEETE . `.
<br />OR CONCRETE BLOCK �' _
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<br />REQUIRED
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<br />fa"r v 3J32' W84G NUT WASHER
<br />{8EY o)
<br />POURED CONCRETE
<br />OR CONCRETE BOCK
<br />REQUIRED
<br />MALL IJQi!( INS INSTALLATION
<br />SECTION 58
<br />O UEE SAFM PANEL
<br />SCALE 3/8"-t"
<br />19
<br />I p14»tO'r PAWELMATE PLUS Wd
<br />'..... '9/8'a : b/32' WING aiUt' wh9r1ER
<br />O d 114" OC,
<br />paMaEQ CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />i+#_A13 MOUNTMNi #NS?"ALt jTiON
<br />$ECTiON 5A
<br />9.RE.S.tlil.+R PANEL
<br />SCALE 3/8'=1"
<br />,J4 s ifar
<br />SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$
<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
<br />Ar Alttl MlNtatalM � o�) ) )
<br />EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3
<br />SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f=
<br />scHeaA.E REDUCE ANCHOR SPA; IN -
<br />MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F
<br />BY THE FOLLOWING FAU'TGRS. FOR TImS 3s
<br />rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja'
<br />SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' .,
<br />9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D
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<br />No.44167
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
<br />I xrxi --w.-n)a
<br />G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No;
<br />.TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w �
<br />4dr
<br />WILL
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<br />6
<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
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<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
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<br />'�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED
<br />fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�'
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<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
<br />_��` �L/ �y
<br />n N T50" � �R55' (Typ.) A.".v,
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
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<br />POURED COItLYtEETE . `.
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<br />SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD
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<br />No.44167
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<br />rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En,
<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
<br />A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78
<br />I xrxi --w.-n)a
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<br />.TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w �
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<br />6
<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
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<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
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<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
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<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
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<br />No.44167
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<br />r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay°
<br />4dea S,w. As STREET
<br />6 ! ENetN EMNO COMPANY GUL, FL 33314
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<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
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<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
<br />)
<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
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<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
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<br />a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis '
<br />������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1
<br />/" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �.
<br />i u/xy_�td.
<br />lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i
<br />'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w.
<br />- � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./
<br />_.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r.
<br />_. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s
<br />W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw �
<br />.. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•�
<br />r'9 __.R.aD)3• sue: , 2•
<br />- ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x
<br />, OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I
<br />� r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g
<br />./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G
<br />{ f ' e13• I r
<br />SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I
<br />,� a tD.de
<br />// � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# -
<br />d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__'
<br />�a zz I ! _.. I
<br />f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f
<br />' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I
<br />,✓ � - i ".�"- - � � }�
<br />�f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $
<br />I
<br />r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V
<br />( t ��� i �
<br />'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �'
<br />1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C
<br />2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $
<br />ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1
<br />END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � �
<br />(N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �-
<br />t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i
<br />i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _
<br />(1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L
<br />T
<br />- __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,.
<br />�ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,:
<br />{I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3'
<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
<br />'�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED
<br />fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�'
<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
<br />1 1JA wh E (BD
<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
<br />_��` �L/ �y
<br />n N T50" � �R55' (Typ.) A.".v,
<br />CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j�
<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
<br />C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167
<br />I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q
<br />: :,�_.__..75c1"_ ,._._ :-:�`-
<br />9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA.
<br />�, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL
<br />------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z
<br />_ 2 ' DRAWd er.
<br />M GRID - � _. '„� /, * :,
<br />R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G�
<br />t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c
<br />Sj GTL ��Iw �+r �y
<br />TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir
<br />I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,. dMaae,. ttPANr #I :vE:' !T: )a31a
<br />«.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q
<br />B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm,
<br />A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne,
<br />j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J
<br />DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r.
<br />a
<br />SHEET N0.
<br />SH 1.2.
<br />[�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi
<br />1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE
<br />ACCO
<br />RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1
<br />r
<br />DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE,
<br />FOR A WIND R R THE
<br />SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO
<br />ANY FI. i$ MATERW. SHALL BE PERMR7E0
<br />PtTR A DfRE 1TY FA 7-
<br />CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D...
<br />j 4` m-
<br />1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO
<br />ENGAGE S/A" ETTT . 0 ANCHORS,
<br />ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $
<br />SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE
<br />M EM BY 0.6 IN
<br />k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA,
<br />TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27.
<br />IN ALLOWABLE
<br />STRESS FAR WORD LOADS WAS t USED IN THEIR
<br />ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN
<br />4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANL)FAC'.YIRER.
<br />STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE
<br />VERIFIEDORDArECE WTTtt SECTION 1 626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL
<br />SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH.
<br />PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13
<br />STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY-
<br />DRAWRiC PLUS ABUILDING AND ZONING
<br />a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN
<br />N
<br />REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO
<br />{rTALLATION
<br />5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE
<br />6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT"
<br />EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F.
<br />INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D.
<br />6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH
<br />E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />%. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A-
<br />OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON
<br />DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY•
<br />B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS
<br />PRODUCT EVALUATION DOCUMENT WIL
<br />L of CONSIDERED INVALID IF M (TrOiTE7.
<br />SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4
<br />m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH
<br />L
<br />5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER
<br />USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL
<br />10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT
<br />(A) TO EXIrnN:i�lII4LD._:T�;.:ioETE:
<br />(a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC
<br />- 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED
<br />1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�,
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<br />- EL MANUFACTURER'S LABEL 5MF11 UFi
<br />- J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F
<br />. LOTION AT STORM PANEL IN
<br />ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE
<br />FEMALE YD & PANELMATE PLUS.
<br />A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D
<br />ANY FINISH MATERIAL ` SHALL BE PERM'TTFB.
<br />TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr
<br />INTO ANCHORS. �pN*H
<br />A3) IN CASE
<br />THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„
<br />FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�%
<br />I BE AS EBrmr�rx IN Aij AND as A2}.
<br />° ND,44167
<br />(B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«,
<br />"_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna
<br />- 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = )
<br />- 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC
<br />FP.
<br />- jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It,
<br />PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 /
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<br />W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw �
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<br />, OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I
<br />� r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g
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<br />END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � �
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<br />t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i
<br />i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _
<br />(1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L
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<br />{I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3'
<br />a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„
<br />"�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF
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<br />e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm)
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<br />SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �'
<br />8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '�
<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
<br />� �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A
<br />, Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ
<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
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<br />-^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA
<br />CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i-
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<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
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<br />INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF
<br />OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1
<br />�i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J
<br />{BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y�
<br />j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR
<br />INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■
<br />{ )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5
<br />p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/.
<br />1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw
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<br />n N T50" � �R55' (Typ.) A.".v,
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<br />II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4
<br />I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ =
<br />11 � = NO. 44167 •'• •...1-1-
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