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<br />I- - - - ANCHORS (SEE SECTIONS ON SHUTS 17. 15, to A, 20) - _ _-
<br />OPTION #2 FQR LIFE SAFETY STORY! PANEL(LELIEVATION
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<br />SECTION A —A
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND pR �:.! � 4
<br />. . .P,��4.\ 1
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<br />CORRESPONDING MAXIMUM PANEL LIENGTH "L" SCHEDULE :* � "t.)CEN jL'., , ,
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<br />) FLORIDA BUILDING CODE _(High Yerlocity, Hurricane Zone)
<br />.
<br />MAXIMUM A.S.D. Ml PANEL LENGTH MINIMUM SEPARATION *p ". . - - 02M VIM% iix. rp
<br />DESIGN PRESSURE L (ft, ON PANEL 0 1pt 20 GAGE GALVANIZED STEEL STORM PANEL
<br />) N. ---.�...�RIDI',--'
<br />RATING (P.8,0 (SEE SECTIONS) TO GLASS CONDITION �. Dom ft -1
<br />�4 - — /m/u"
<br /> I 5I __ _�. GLOBAL PROTECTION PRODUCTS, Liz. 0 bm
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<br />INSTALLATION DETAILS FOR __ A UFE SAFETY STORM PANEL SYSTEM
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<br />SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I
<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
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<br />WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia
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<br />1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l
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<br />EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't
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<br />STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL.
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<br />I 4M80,I06 �
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<br />� I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT
<br />STRESSED. A ,SA INCREASE =2 - 1= = :111<
<br />, 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n
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<br />VERIFIED IN ACCORDANCE wr!)� 0 ,
<br />I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY
<br />AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �-
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<br />ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w
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<br />. 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL
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<br />INCIIII 1" W I wT NOTE I KID" �
<br />MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0)
<br />L' BELOW) XXSEYFS� Ir =1 � , . 6,
<br />j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u
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<br />CLASS To MAM LL ; 1'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST
<br />PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I.,
<br />LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I
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<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
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<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
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<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
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<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
<br />,* . .1 ................... ,_ ____%1 - "'.
<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
<br />- "
<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
<br />�
<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
<br />3. ,qD= =C��
<br />SHALL CC ML
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<br />CLASS To MAM LL ; 1'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST
<br />PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I.,
<br />LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I
<br />1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9
<br />.. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x:
<br />Is M.: I , - I I 6.
<br />OM NOT PROVIDE
<br />� � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in
<br />I -0 ! I -- ; I XCT. I =
<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
<br />i . ovo - I NU 11. - - :
<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
<br />1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . .
<br />ONG , I I I W4131
<br />111 L
<br />M Cl _ L': --
<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
<br />I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al -
<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
<br />: z
<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
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<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
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<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
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<br />SHou 2W t3l & It L mr/ -T MQUNTINa
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<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
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<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
<br />ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj
<br />I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS
<br />S
<br />..., TO BY Y M TRACK �L= INSTALLED -
<br />ri w Obs' (Typ) . 10,1VIIIIII I,. %,
<br />IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3
<br />4 _S �Jfl 11311V6 ,
<br />.1 . Jods N tit THEIR OVERLAPS RETAINED By .
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<br />: NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone)
<br />j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA
<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
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<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
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<br />� � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in
<br />I -0 ! I -- ; I XCT. I =
<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
<br />i . ovo - I NU 11. - - :
<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
<br />1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . .
<br />ONG , I I I W4131
<br />111 L
<br />M Cl _ L': --
<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
<br />I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al -
<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
<br />: z
<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
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<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
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<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
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<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
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<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
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<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
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<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
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<br />I , .1 3/w . I' 11 **S , I
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<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
<br />- "
<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
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<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
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<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
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<br />SHou 2W t3l & It L mr/ -T MQUNTINa
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<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
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<br />SHALL CC ML
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<br />EXTERIOR FULL FILAAGES OF D40 PAWL
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<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
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<br />I - to BOTTOM TRACK MAY OCCUR
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<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
<br />,* . .1 ................... ,_ ____%1 - "'.
<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
<br />- "
<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
<br />�
<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
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<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
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<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
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<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
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<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
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<br />INSTALLAIMN DETAILS FOR OPTION #2 FOR
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I
<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
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<br />1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l
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<br />STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL.
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<br />STRESSED. A ,SA INCREASE =2 - 1= = :111<
<br />, 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n
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<br />I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY
<br />AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �-
<br />� On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg .,
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<br />. 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL
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<br />L' BELOW) XXSEYFS� Ir =1 � , . 6,
<br />j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u
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<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
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<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
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<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
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<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
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<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
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<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
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<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
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<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
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<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
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<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
<br />,* . .1 ................... ,_ ____%1 - "'.
<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
<br />- "
<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
<br />�
<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
<br />3. ,qD= =C��
<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
<br />ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj
<br />I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS
<br />S
<br />..., TO BY Y M TRACK �L= INSTALLED -
<br />ri w Obs' (Typ) . 10,1VIIIIII I,. %,
<br />IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3
<br />4 _S �Jfl 11311V6 ,
<br />.1 . Jods N tit THEIR OVERLAPS RETAINED By .
<br />. . . , �.; ... ...... . , M cgo"MM" a AWJM .
<br />� v
<br />I �N .
<br />: NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone)
<br />j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA
<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
<br />-1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP
<br />1 7 T D I __ .
<br />-- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20
<br />PANU ;z
<br />i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A
<br />, - r DOM MY
<br />� , - - - (_ - .;01
<br />COW& w- . *. :
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<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
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<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
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<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
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<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
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<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
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<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
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<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
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<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
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<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
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<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
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<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
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<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
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<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
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<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
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<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
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<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
<br />3. ,qD= =C��
<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
<br />ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj
<br />I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS
<br />S
<br />..., TO BY Y M TRACK �L= INSTALLED -
<br />ri w Obs' (Typ) . 10,1VIIIIII I,. %,
<br />IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3
<br />4 _S �Jfl 11311V6 ,
<br />.1 . Jods N tit THEIR OVERLAPS RETAINED By .
<br />. . . , �.; ... ...... . , M cgo"MM" a AWJM .
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<br />I �N .
<br />: NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone)
<br />j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA
<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
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<br />PANU ;z
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<br />INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I
<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
<br />-11 "I'll - - 7 -! -
<br />94AU K I 1/4 - . . ,- - L �', ,I1 Y " =
<br />'I - I � , '. L, - - � T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I!
<br />4
<br />1 � . j_�_,i. ... � . l, 1, .
<br />WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia
<br />. I ! L I ,
<br />1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l
<br />I � . I rOcArM .1 i I
<br />EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't
<br />.1 .,�� --, 9,
<br />,
<br />1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS
<br />ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70
<br />I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - -
<br />ANCHORS. I w ILAJ . . � � -
<br />.1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t
<br />ASCE 7-16 - ts =
<br />I , , 'I liff TAPCON a Ir D.C.11 r 0 Or
<br />,,, ,7 _ I" 0
<br />1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED
<br />ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . .
<br />I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT
<br />STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL.
<br />L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I
<br />FARM ANIONI)RAGIF 6 ,
<br />. il I I . ii
<br />I 1 , 1i = ca tj �z
<br />.. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA
<br />I 4M80,I06 �
<br />, I
<br />� I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT
<br />STRESSED. A ,SA INCREASE =2 - 1= = :111<
<br />, 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n
<br />" w . I 4 1/4 IN ALLOWABLE
<br />SPECIFC41XI OF THE ANCHOR' -
<br />/4� --- I 1/4* 147 114. , -
<br />I T loop. - 41"�
<br />, I j MM_ _ , . . � i. I S. .!a
<br />1 L 1!eN_
<br />i i I sicenow tells OF MANUFACTURER - - 2: -%
<br />I I I 2; , I 1 7 1, � ! 2., .
<br />. , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS
<br />VERIFIED IN ACCORDANCE wr!)� 0 ,
<br />I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY
<br />AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �-
<br />� On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg .,
<br />ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w
<br />I I I
<br />— � I . I ; I '. . ; I
<br />i (P.. � I 11 L
<br />� I .
<br />; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE -
<br />I ; : , , =
<br />1�1 �, - A I I ,..� =
<br />. � 11 , J I r -
<br />. 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL
<br />COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 =
<br />a 0 � ! : : 1. co i (3 I 017
<br />cc :t: I a q, ,-%OZ -Lic
<br />EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u
<br />W To CAM w MUM � LEMG'131
<br />!X va
<br />, , , , , I I `� , I `� ` r I` L
<br />��i - )I'- -
<br />I o
<br />I
<br />, __ I "I
<br />, I r
<br />� 2i — -
<br />--- r_ . ,
<br />�
<br />'r I
<br />,
<br />Mr, , � �
<br />- �
<br />, , tl` rp� I
<br />I
<br />"I �, "I L, i , I
<br />01,111"/ I I , "_LI `
<br />I
<br />.L ",
<br />1:� - � �
<br />! I , � - ,
<br />Dor ! ; 1-
<br />1. CLASS 901"Litr : I ! I 1. M =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE
<br />SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K
<br />� ,
<br />, I I $a C"WM I �
<br />=
<br />PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3:
<br />INCIIII 1" W I wT NOTE I KID" �
<br />MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0)
<br />L' BELOW) XXSEYFS� Ir =1 � , . 6,
<br />j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u
<br />- - I �� , I , � i I I v W. All ZA, = =
<br />- So*"M. - sEr"'M ,
<br />OWING I I , . (SEE 'NoTl "Tom-1 - — I
<br />I
<br />CLASS To MAM LL ; 1'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST
<br />PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I.,
<br />LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I
<br />1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9
<br />.. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x:
<br />Is M.: I , - I I 6.
<br />OM NOT PROVIDE
<br />� � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in
<br />I -0 ! I -- ; I XCT. I =
<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
<br />i . ovo - I NU 11. - - :
<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
<br />1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . .
<br />ONG , I I I W4131
<br />111 L
<br />M Cl _ L': --
<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
<br />I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al -
<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
<br />: z
<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
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<br />—2 000'
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<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
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<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
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<br />OW SMALL BE
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<br />SHou 2W t3l & It L mr/ -T MQUNTINa
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<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
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<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
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<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I
<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
<br />-11 "I'll - - 7 -! -
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<br />WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia
<br />. I ! L I ,
<br />1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l
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<br />ANCHORS. I w ILAJ . . � � -
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<br />STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL.
<br />L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I
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<br />I 4M80,I06 �
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<br />� I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT
<br />STRESSED. A ,SA INCREASE =2 - 1= = :111<
<br />, 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n
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<br />. , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS
<br />VERIFIED IN ACCORDANCE wr!)� 0 ,
<br />I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY
<br />AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �-
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<br />. 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL
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<br />L' BELOW) XXSEYFS� Ir =1 � , . 6,
<br />j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u
<br />- - I �� , I , � i I I v W. All ZA, = =
<br />- So*"M. - sEr"'M ,
<br />OWING I I , . (SEE 'NoTl "Tom-1 - — I
<br />I
<br />CLASS To MAM LL ; 1'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST
<br />PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I.,
<br />LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I
<br />1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9
<br />.. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x:
<br />Is M.: I , - I I 6.
<br />OM NOT PROVIDE
<br />� � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in
<br />I -0 ! I -- ; I XCT. I =
<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
<br />i . ovo - I NU 11. - - :
<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
<br />1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . .
<br />ONG , I I I W4131
<br />111 L
<br />M Cl _ L': --
<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
<br />I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al -
<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
<br />: z
<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
<br />,* . .1 ................... ,_ ____%1 - "'.
<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
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<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
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<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
<br />�
<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
<br />3. ,qD= =C��
<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
<br />ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj
<br />I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS
<br />S
<br />..., TO BY Y M TRACK �L= INSTALLED -
<br />ri w Obs' (Typ) . 10,1VIIIIII I,. %,
<br />IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3
<br />4 _S �Jfl 11311V6 ,
<br />.1 . Jods N tit THEIR OVERLAPS RETAINED By .
<br />. . . , �.; ... ...... . , M cgo"MM" a AWJM .
<br />� v
<br />I �N .
<br />: NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone)
<br />j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA
<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
<br />-1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP
<br />1 7 T D I __ .
<br />-- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20
<br />PANU ;z
<br />i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A
<br />, - r DOM MY
<br />� , - - - (_ - .;01
<br />COW& w- . *. :
<br />3' Mo.. --J .. . . - L-L I <
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<br />- . . ' F - 1. ON
<br />LLC. '",""No VIEW GLOBAL PROTECTION
<br />3"WiMax.) AL
<br />1, few I / ILTECOm \ _ 1-T � 51 FAULT
<br />_ _
<br />(2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A
<br />v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI <
<br />11063.43 NUNI
<br />IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j
<br />O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 !
<br />PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ;
<br />I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT
<br />.196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"?
<br />E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176.
<br />. A�.:.M_61 F., Woo A, ,f I LINI . , _j
<br />WULM .� PC 2E , � .S�W ILL or 21 . " OF III
<br />- -- - -11
<br />1000
<br />7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />• _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V .
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<br />'BEE
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<br />San as '
<br />-
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<br />HEMMED EDGE. ',",,�- __ - . ". SECTION
<br />of
<br />L.
<br />�'::
<br />?me: E - Z NAND
<br />BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r,
<br />BOTTOM
<br />CONNECTED
<br />WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '�
<br />INST.
<br />CONNECTION SHALL
<br />MOUNTING
<br />INST. BUILD-.01ft MOUNTING INST.
<br />(4)locyrow NaIF RarO OI ,
<br />ONE
<br />SILL
<br />DISTANCEFOR
<br />Al
<br />BUILDING
<br />GAGE GALVANIZED STEEL STORM
<br />..-�~.
<br />lil ATE ,
<br />PRODUCTS.
<br />UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R.
<br />ALLAY
<br />SHEET NO.
<br />SH 1.2
<br />Z
<br />Z
<br />W
<br />J
<br />I
<br />-
<br />INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I
<br />INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on
<br />-11 "I'll - - 7 -! -
<br />94AU K I 1/4 - . . ,- - L �', ,I1 Y " =
<br />'I - I � , '. L, - - � T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I!
<br />4
<br />1 � . j_�_,i. ... � . l, 1, .
<br />WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia
<br />. I ! L I ,
<br />1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l
<br />I � . I rOcArM .1 i I
<br />EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't
<br />.1 .,�� --, 9,
<br />,
<br />1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS
<br />ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70
<br />I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - -
<br />ANCHORS. I w ILAJ . . � � -
<br />.1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t
<br />ASCE 7-16 - ts =
<br />I , , 'I liff TAPCON a Ir D.C.11 r 0 Or
<br />,,, ,7 _ I" 0
<br />1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED
<br />ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . .
<br />I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT
<br />STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL.
<br />L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I
<br />FARM ANIONI)RAGIF 6 ,
<br />. il I I . ii
<br />I 1 , 1i = ca tj �z
<br />.. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA
<br />I 4M80,I06 �
<br />, I
<br />� I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT
<br />STRESSED. A ,SA INCREASE =2 - 1= = :111<
<br />, 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n
<br />" w . I 4 1/4 IN ALLOWABLE
<br />SPECIFC41XI OF THE ANCHOR' -
<br />/4� --- I 1/4* 147 114. , -
<br />I T loop. - 41"�
<br />, I j MM_ _ , . . � i. I S. .!a
<br />1 L 1!eN_
<br />i i I sicenow tells OF MANUFACTURER - - 2: -%
<br />I I I 2; , I 1 7 1, � ! 2., .
<br />. , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS
<br />VERIFIED IN ACCORDANCE wr!)� 0 ,
<br />I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY
<br />AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �-
<br />� On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg .,
<br />ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w
<br />I I I
<br />— � I . I ; I '. . ; I
<br />i (P.. � I 11 L
<br />� I .
<br />; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE -
<br />I ; : , , =
<br />1�1 �, - A I I ,..� =
<br />. � 11 , J I r -
<br />. 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL
<br />COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 =
<br />a 0 � ! : : 1. co i (3 I 017
<br />cc :t: I a q, ,-%OZ -Lic
<br />EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u
<br />W To CAM w MUM � LEMG'131
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<br />Dor ! ; 1-
<br />1. CLASS 901"Litr : I ! I 1. M =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE
<br />SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K
<br />� ,
<br />, I I $a C"WM I �
<br />=
<br />PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3:
<br />INCIIII 1" W I wT NOTE I KID" �
<br />MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0)
<br />L' BELOW) XXSEYFS� Ir =1 � , . 6,
<br />j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u
<br />- - I �� , I , � i I I v W. All ZA, = =
<br />- So*"M. - sEr"'M ,
<br />OWING I I , . (SEE 'NoTl "Tom-1 - — I
<br />I
<br />CLASS To MAM LL ; 1'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST
<br />PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I.,
<br />LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I
<br />1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9
<br />.. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x:
<br />Is M.: I , - I I 6.
<br />OM NOT PROVIDE
<br />� � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in
<br />I -0 ! I -- ; I XCT. I =
<br />. I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_
<br />i . ovo - I NU 11. - - :
<br />� � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY.
<br />1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . .
<br />ONG , I I I W4131
<br />111 L
<br />M Cl _ L': --
<br />THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w
<br />I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al -
<br />I ,
<br />Not UWTL FROM THE CONDITIONS GET LED ON
<br />� I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY.
<br />I ; : I r O'C' W11 1/2- T . ; , I I �
<br />: z
<br />PENETRATION AT I".,r.' 'I', li!!j 1
<br />1 1 _ 4
<br />L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED.
<br />I . . 11 "� - 11� I l'.
<br />Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4
<br />: . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED
<br />OR ARCHITECT *HIC" WLk
<br />I I I—, I I I
<br />I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL
<br />AND *MO WILL BE RESPONSIBLE FOR THE F"wC"
<br />.%, : I
<br />SMALL.
<br />1
<br />.0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW
<br />-. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC,
<br />I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND
<br />or THE PRoFEssoNAL m"Eve, or
<br />I . .k . I .
<br />IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I
<br />I - 1* I . - - V/410 TAPCG"
<br />� 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,)
<br />I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "3112 P.J.,L)
<br />1,
<br />LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN
<br />_@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS
<br />BY ELCO CONSTRUIC
<br />I I I . I 4, V4. 1 1 �,
<br />. ,�4� - It
<br />I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION
<br />OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING
<br />. ....... , - 3/32, *ft WASHER 0 12
<br />2 OF THE FLORIDA BUILDING CODE
<br />/r QC Mo W'Skin i �! . HER (armid)) j I
<br />, ; �l I(Kleopo) i
<br />� ;,�_ �l . -_ I :,�. - -- ' L I I
<br />� YAFCON f` 0. I I ..
<br />4"0 1 I �77_ _1
<br />I � � � I
<br />PAWIMATE
<br />L
<br />� , ��, I *,,Apl M, to Fr` Cc '7% , __ I I
<br />! !/a f 3/3 Nut I , I= 3/32* ONG Mo
<br />. - I: V ,;=
<br />: STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL
<br />, FEMALE 10 A, PANELMATE PLUS.
<br />i ` '* WIND
<br />I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA
<br />I � * (BEYOND)
<br />=:I� J, ,. � � . or PLATE 1 ,. 14; u
<br />l - REOKORI �
<br />1-1 ,-
<br />to
<br />I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE %
<br />FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN
<br />OF PLATE � Of PLATE ,
<br />,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : �
<br />- ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0
<br />3/4-
<br />PLATE /V . ,ft. " I
<br />- . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK
<br />X. :1 . � "'l 'i
<br />19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS
<br />I -
<br />--- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i
<br />J1'1.___ _-
<br />AM MWATION WALL Mg 0 - I .1�
<br />13 ._=.a 'W'j"INTHM SCALE 3/4--
<br />PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR
<br />9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR
<br />ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _*
<br />SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN
<br />) AND IN A.ZL
<br />ji, TI a RIEGLILAR
<br />A " _E=jM_Q=WE.ftLQ.t�,
<br />�... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1-
<br />W.
<br />"" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone)
<br />/*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill
<br />. .
<br />1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l .
<br />Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w
<br />UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE
<br />SFORMI PAWL Rn Sw P �.. F.
<br />3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to
<br />FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or
<br />2, MR
<br />FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. --
<br />ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm .- . .
<br />1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL
<br />. z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN _111P T1 LTECO, -M I.. at 11LIECOin
<br />S,, . _.���_ Vt.. 00 z I/ 4
<br />��;-.. FL R1 . WAL FL 33314 PINE NO 2
<br />W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176
<br />A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n
<br />s, "I"All.).M.
<br />. r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"?
<br />- , . - -1 Ion."Wo- aelon- - - ze=_--ur-
<br />%,,',,,3,rF1 ii%- -
<br />am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at""
<br />- IN a . a='m ... 1-11.
<br />, -, — .0 - AN 191�sm i CA-0,30117 M
<br />, . 1% IF — - , — P
<br />MALO.MiAn."M *_ ,
<br />, a*-wats "JOIWV'WAL. ; - Wow "
<br />06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war '
<br />or to I — I -,w I*-# w-iIU 44NI, I -
<br />I
<br />.-
<br />SYSTEM
<br />' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK
<br />`.:i
<br />DESIGN
<br />.,;
<br />FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT
<br />USED SHALL K LONG
<br />INTO
<br />! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4-
<br />I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER
<br />O.C. 1 1/411, TAPCON 0 #* O.C.
<br />HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST
<br />di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH
<br />OVER
<br />STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1
<br />. _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
<br />COO
<br />- L " � - I � , - _veI , 2. —_ 11' 2 1 1 IMF
<br />BEEN
<br />, INC. REPORT 0 2032, AS PROTOCOLS 7
<br />LW,.'
<br />i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL.
<br />II Vtu,:
<br />SHUTTER
<br />STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL
<br />FROIA .
<br />Yin.
<br />HUNG
<br />I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01
<br />Z.
<br />ORM
<br />PANEL
<br />'
<br />ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND
<br />'
<br />'a..-.
<br />,�..... I - . 1. " I , 1 4 �..
<br />,� WNW
<br />., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR
<br />'1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES
<br />,
<br />i�'
<br />.�'„
<br />30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH
<br />ENGINEER
<br />, 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT
<br />. � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER,
<br />,
<br />10
<br />SIGNATURE
<br />CONT. I - 0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S
<br />MANUFACTURED
<br />_L-
<br />170R.93
<br />1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099.
<br />D.C.
<br />1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR
<br />I,;
<br />II '
<br />(
<br />.
<br />. . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE.
<br />ANY
<br />.
<br />BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE
<br />1rL A-3) IN CAM THIIA' PRECAST STONE,
<br />,
<br />AI.
<br />PANEL
<br />GALVANIZED STEEL
<br />AND
<br />NEW WOOD
<br />,
<br />uxNl
<br />• 44167
<br />r
<br />yA ,
<br />t
<br />s
<br />—
<br />RIES 2000 &
<br />E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l
<br />I.
<br />- - zbot- - Of"r , - " Do I
<br />a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M.
<br />\ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I*
<br />p_1_N.?__ ,j) .
<br />- - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1
<br />=11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, ,
<br />- - 1�1' 96,14 A,___ .,
<br />- I - i 1. .. r A-.�--4t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I
<br />-
<br />� q.'� V-�4 � .MKIRM N (4) _�_ Cn -6-0
<br /> 1lot _\ L
<br />v . I zar_P,
<br />� ,,, 11 L L !In ; �T ."01~0 .'NL -
<br />_ILL A -9
<br />- I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif
<br />12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I
<br />� _T , _ �� "I
<br />TLY IL
<br />: : ;,, - ! I I , I jj�
<br />.. - 073, � 2 SOO, - - 075',, -4) - � I
<br />* 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD
<br />. 4
<br />�. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"�
<br />A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_
<br />0%_ I i / " A -- :
<br />_711%1' , I L I . I 11 �
<br />, _r 1 ]L] �, - J H ,
<br />� 'I I 1!' I.. L.L.11111.1 ;A- 1 �
<br />I , �
<br />,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' -
<br />." , , I - , (b.)
<br />"I I MEAMM, 1"IFF. ASTW 4653 � �L!Iilt I I( `466 �
<br />�f awo : I
<br />:
<br />L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I *
<br />1, i i I I I I — """ 4.- I
<br />, EDGE - ____ . � I I I , I : I I . I I S M" _(�)
<br />l.1, , I 1 W '
<br />I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 14 v+=j U)
<br />11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1
<br />- _ __ . . - -.-
<br />- .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - _ _r . I : �
<br />.ise - - !. I 1 1
<br />- - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID
<br />I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i
<br />L_1,3�0- I I I il - T"T �1, 1.1 � I �--�
<br />-- - 4.230' - - - ,*-2.470* #to. !
<br />I 1 1w -, / , I iii
<br />Iw - L, --A,- --kl- - — -
<br />1 -2.470' -- _L_ .k-- - A i — -0 =3 >
<br />1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � �
<br />I I I
<br />- 14V I i . 70. , I ... ii I 1] I—_ i , I
<br />i Il'l i i I I I !, I I � -1 i[I .1 ! I I I
<br />(1) STORM PANEL i . I i � _1 1 - , -
<br />-] IJ I -_ -
<br />� I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I
<br />1 i I in.i,i t I )
<br />I I `1 I i ! I i ;, 0
<br />: I
<br />L i I 1, I I I 11 I i I CBBBB L_
<br />��, , _�' 4: i� �,-, - � .A VIOW , I . a
<br />ii. 1 I I
<br />(1) RMRSED "h'
<br />7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -,
<br />__,_. ,--"---.F-"-.-L"-,----.-I---,-"-
<br />.,. / ..-
<br />I= - I y1.1 . MAl
<br />1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "'
<br />I . - I- cryp ) MR W. - 11-w ft � __ , ---
<br />� . I
<br />MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL
<br />. I mo� L I
<br />. ,.= . 20-0/
<br />- . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I
<br />rViNfLL*S '" Lj!P 1,
<br />�, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a -
<br />I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I
<br />W;w K OVERLAP I 4=14w. a I
<br />11_� ."Z'
<br />� I ". 1 ator 31 PAWLS-6. i I ; I I X U)
<br />�, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I
<br />"",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ;
<br />"
<br />� � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T
<br />If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL
<br />T e I 11 I 1 4-j
<br />,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91 (D SYSTEM - -
<br />,� ,� j I' if
<br />�� , .
<br />-l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I �
<br />.,, � r
<br />I I, � ! I , �1' - I � I I - _.-IL-_ - I <
<br />- r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0
<br />D. - I 1-__jL,__ -
<br />,* . .1 ................... ,_ ____%1 - "'.
<br />I
<br />. Kwxq,_,,-
<br />I , .1 3/w . I' 11 **S , I
<br />I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' !
<br />1 3.750' I - III. 1 1F7117._. ; I If ,
<br />/_4 -1/41 III. - 1,4.
<br />I i t I I ;, I i VR� � i a) =
<br />i I # .
<br />ISOMETRIC VIEW DETAIL A , I 0 J1 -0
<br />-,
<br />!-"T " I *161�- : C
<br />I
<br />ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i
<br />1.;I ,I ,-It
<br />END UP W/
<br />A;A SECTION 0-8 MACK "i I� 1, - _
<br />I 2. L_ , I � T 4;r- q"'v
<br />.1 I 0 1 I L '�
<br />(N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3
<br />- "
<br />.�"."."
<br />IV , 1::
<br />(1) A0B[BM_2L3L20_=;
<br />- Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r,
<br />I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM
<br />—2 000'
<br />I i�r " : MILANX co-own I
<br />(1) MUTIQN-of SERIES
<br />STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 24 1 !" - 0
<br />BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�..
<br />C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO
<br />A i I 11 ", ..
<br />J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, ,
<br />I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70
<br />TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I -
<br />OW SMALL BE
<br />_2W/4 1��/tr 32;, - %AJtA%`*
<br />�
<br />(�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0
<br />j + 1 , VWA - _(9) .11.1
<br />SHou 2W t3l & It L mr/ -T MQUNTINa
<br />A 0
<br />7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U)
<br />3. ,qD= =C��
<br />SHALL CC ML
<br />1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL
<br />00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING
<br />" Cu
<br />EXTERIOR FULL FILAAGES OF D40 PAWL
<br />OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0
<br />1. BE PROVIDED AT TOP OF SUCM PANELS,
<br />(-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR
<br />=AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M
<br />I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI
<br />04VMR PANEL = 3PCC#CATON OKVAWAAIM no
<br />(3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW,
<br />1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4
<br />I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE
<br />IRS USED JOWLY IN 4 .
<br />. ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1
<br />I - to BOTTOM TRACK MAY OCCUR
<br />ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj
<br />I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS
<br />S
<br />..., TO BY Y M TRACK �L= INSTALLED -
<br />ri w Obs' (Typ) . 10,1VIIIIII I,. %,
<br />IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3
<br />4 _S �Jfl 11311V6 ,
<br />.1 . Jods N tit THEIR OVERLAPS RETAINED By .
<br />. . . , �.; ... ...... . , M cgo"MM" a AWJM .
<br />� v
<br />I �N .
<br />: NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone)
<br />j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA
<br />CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . <
<br />-1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP
<br />1 7 T D I __ .
<br />-- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20
<br />PANU ;z
<br />i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A
<br />, - r DOM MY
<br />� , - - - (_ - .;01
<br />COW& w- . *. :
<br />3' Mo.. --J .. . . - L-L I <
<br />Z3;".. ?!.Ia---- , =_-�'--, — z
<br />_-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z
<br />- . . ' F - 1. ON
<br />LLC. '",""No VIEW GLOBAL PROTECTION
<br />3"WiMax.) AL
<br />1, few I / ILTECOm \ _ 1-T � 51 FAULT
<br />_ _
<br />(2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A
<br />v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI <
<br />11063.43 NUNI
<br />IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j
<br />O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 !
<br />PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ;
<br />I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT
<br />.196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"?
<br />E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176.
<br />. A�.:.M_61 F., Woo A, ,f I LINI . , _j
<br />WULM .� PC 2E , � .S�W ILL or 21 . " OF III
<br />- -- - -11
<br />1000
<br />7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK
<br />Mn-
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