|
.--L I I. L -I- ___ _.. I N J , L_ _ _ - ___ !1 III 1 1_l. 1 'I
<br />111 )1 _ 1 I I I i I L __ _. 11 P 11
<br />. ----/..._ ANCHORS (SEE SECTIONS ON SWEETS 17, 18. 19 t 20)--- ---.--
<br />U' MAx. ]AIt7, 44/17. 1W14 UA7. W17. 6e/1R
<br />,' MIN�9AW /B, TAW/TS a 6Yr/20 f*ONIS6, 76N/le a am/=
<br />0 0 0 0 0 0 b
<br />mil- l 1 I
<br />0... WM fi0.. PWll -..' ! _.l._ RDMAR AA. `,1�, V �'
<br />GII
<br />11
<br />44 Y;Tan Wi/7 w �1- i 7 i , - LE7gTH
<br />yyr 1 A
<br />Wy .I wa WR NNN4R1 AY � - - -« I (PA 9CUEOULf.)
<br />1 PAID SORW
<br />-
<br />_pqy_ M MA' O LINT A me A6. _
<br />p• IUx.
<br />1• MIN 7y/7, Awl?. U/1IL X/17, WI7. WIS. W/Tf 70/tJMM.9�w, o I•
<br />W,1'
<br />- - - _-- - - ANCHORS (SEE SECTIONS ON SHEETS 17. 10, 10 At 20)... - - -- -.
<br />OPTION /2 FOR UFE SAFETY STORM PANEL(I ELEVATION
<br />SCAM AN,
<br />EMM
<br />� ............�.,.r•-..,... ... w....., w. �,. ..__�..._ c0r,s�i.x�r.... .•,s.,.u...ie,. �bt.Ni:=,.n...- '
<br />SECTION A -A
<br />SCALE 3/IP-,'
<br />MAXIMUM A.S.D.
<br />Max, PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />SIGNPRESSURE
<br />L
<br />TO GLASS
<br />CONDITION
<br />RATING
<br />RNG (ps.T,)
<br />(SEE SECTIONS)
<br />+55.0, -72,0
<br />a' -a"
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION /2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1(4• TAPCON ANCHORS _.- .'/4' TAPCON AK/LOGS ,[4TMCp1 ANCHORS -.,(•• TAFCON MIPIORS
<br />9• D.C. ar D.C. 9• D.C. i r D.0004
<br />POURED CORCIE1i POURED CORC+ETL POUPO CDNMETE : POURED COCon on CONCRETE: REiE
<br />am Watt$ 0 {J R K ROAMED 1 OCR [D 1 eLOdt
<br />�. ) b-. \" ; tile.• I� ~ 1iA,_ E{ \ 1/4•
<br />..IS
<br />0,0
<br />: I
<br />Yw� W '� L. ` IN' vwIRO�RY m -CD ',s 1 rr� pro ; � _ j y,� p ' o
<br />r oY +" waNi ar ,�.�11 I gRplri ON ' .�ij± r RI 1-Y e
<br />G am IQ 7 � �S t R¢, IR N E>�J "AR ,• 1 R � �EO.J � I I
<br />•
<br />CD
<br />�7
<br />[D �.Y t.O4'/ i
<br />/ ED i
<br />i
<br />1/41A-2OY3(4%s. Ms w/ �t/r ! t/sY-20.2314-E.S. V.S. W/
<br />•[/e'63/32 04 NUT WYISKEA N .,, ^J/6•rd/32 wNO NUT WArrW B It 1/2. O.C. / (a'/OIO)
<br />'� veti 4 3/32' WINO NUT ®®�7 ey . 3/32t•�,Rw,1G�r `:
<br />WASHER W 12 1/2- DC. �1 4 TAPCON ANC110115 1 4' TMCON 1 4• TAPCON ANCHORS 1 4' TAPOOI ANCHORS
<br />--4 T/r O.0 ...._. f 4 1/2' D.D. ...-�4 I/2• OC, __-I�aa�• o.c
<br />($MGM �y W/ TPA) (StAOOCIt'.D w/ SAW)
<br />RED CONCRETE
<br />OR CONCRETE TRACK .... COONCRETE ! OCK opt COMO" BLOCK roupw CONCRETE on CONCRETE BLOCK
<br />REGARDED "MO" oLoto
<br />WALL1ALLATIQl1 WALLMQWNT !4(I IMALLATION WALL IMiN n IN4Eru i ATE "tQ
<br />�$� LIFE SAFEpTY�PAN[L $ - MP..
<br />SCALL 3/B'-1 • SCALE 3/B-.I' SCALE J/B'-, • SCALE 3/B'-r `
<br />Fa 94V 19 dr >p ANCHORS TYK f
<br />In
<br />wmll -
<br />ro w
<br />NOR 9NiV41J11RRt NIO W00D
<br />i WIWAW LAIN Ow)
<br />f
<br />TRY[ A AND .
<br />"tat
<br />II off DI TIRCT E Me"NDCA AID 1WIWNY
<br />DISTINCT TW ON HAI
<br />Or4Y 9A)
<br />•M7.-
<br />)
<br />so ED LESS
<br />904tow FOR [E lift TWA YIOIGIm w
<br />MATIFL E Rf PAO C *0 SON SC M
<br />NYTwLTM O CTORx tTHaMIEE
<br />FUIrH wr.WA 4A 0.)
<br />r
<br />AMA t1
<br />WOl0l1
<br />OWING FOR
<br />9Y THE FOPENATIOOLLOWING to u ONOICFACTORS. FOR THIS nwim
<br />m
<br />Sit U= 099WIIMo LIMO {'KING 91ML1 NOT
<br />M L� W1ft MARRY SPACINGI*Tw FIOCATm
<br />NOR EACH /IIC71OR iYP[ W1 TIIt 9CHIEON[
<br />Y I/i•
<br />-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1[4' TMCON M1pgR5 t[I' UPCON ANCHORS
<br />i 9• D.C. tr 6. O.C.
<br />POURED COM:F POURED CONCRETE
<br />OR CONCRETE92DcX J •. on CONCRETE DLOCK 1
<br />REOLO
<br />11/4'
<br />f 0.• ED.• 4 T I
<br />1
<br />I
<br />I Rsn IO
<br />1
<br />1
<br />I I
<br />1
<br />WPA
<br />/ ' 1
<br />I:
<br />_. �,h 10'P PANILMA11 IWS W/
<br />)6.. woo NLR WASHER
<br />EDulttD coNeRETE
<br />REQUIREDWALL
<br />SLOG
<br />i:GTJl4il�i' AALLAIBIN
<br />e R2ECULAR PANEL
<br />SCALE
<br />INQ7 19 • m MR A OIS T,K •
<br />�� i1RB
<br />114'•
<br />WPmI
<br />1/.•.
<br />IN
<br />VA •EIAAA7101S INTO NDD
<br />YR AMROR WrOW OnJ
<br />2
<br />7
<br />nowMR
<br />IMMIE «trAM
<br />com O ANCHOR O l4006 AO NI no
<br />OSTNRI IRE ON no
<br />• W W NARrNO ��
<br />7-
<br />r
<br />�
<br />7 p ...
<br />SOA LESS Tm
<br />90"" FOR FD. la THAW NN0CAR9 ON
<br />IRLT Af Rmoe //IGIOR SPA71W r
<br />LVC91O SHORN ON 9NImIAr
<br />THE
<br />vA•H 4NN.r 9M W
<br />AaK d J�
<br />IIICIOR
<br />BY FO
<br />O THE FN 10 K9 FACTORS, FOR INDUCED
<br />OPINION TA K POSSIBLE.
<br />_.___ _.- - '. '_ _ -..
<br />..
<br />... _.
<br />JA TOR SMALL
<br />K CNIMLESS OBTAITHAN D us"rim FACT G 00 NOT
<br />NDXIMTD
<br />FO LESS THAN IIY•r ON
<br />FOR rACN AWIPM 7Y►[ tw W« SuwDLAi
<br />7 1/Y ..._ _
<br />r
<br />-_
<br />Tm
<br />IN
<br />1jr
<br />I
<br />`LONE
<br />jNAa ovA++gP a
<br />_0
<br />_
<br />19
<br />Ip'I-EONS
<br />r�
<br />i
<br />•I�9 NI,RtP � I r
<br />_ _
<br />I`
<br />I
<br />1
<br />i
<br />ED• ,,
<br />i
<br />r 14-1^
<br />PANaMATE PLUS W/
<br />_.-..�/6'/ . 3/7r
<br />wm NUR )MASHER
<br />(BEYOND)
<br />OR NID CONCRETE
<br />CONCRETE kow
<br />SCALE 1/3*.1*
<br />f-0
<br />CIO
<br />O�
<br />U
<br />L
<br />N
<br />a
<br />O
<br />CO
<br />O
<br />-co
<br />in
<br />O
<br />c
<br />O
<br />O
<br />W
<br />ICU
<br />O
<br />O
<br />LL
<br />O
<br />>
<br />.�
<br />Cn
<br />E
<br />iOe
<br />2
<br />-1`
<br />F-
<br />M
<br />-a
<br />. _
<br />U)
<br />INSTALLATION DETAILS FOR OPTION A2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM �IQGI MDr6s vu3D E-2 wwG srawr PnNEi ss7oE
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1 E-2 HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ILI) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELYAIE FT NLE 0 k PAWLMATE PLUS INTO CONCME
<br />• �•-,, r7 _ -'I 1' ACCORDANCE WITH THE 2O20 (71A EDITION) OF TILE FLORIDA BALDING CODE. BLOCK SHILL 9E 1 //a'.
<br />} ...
<br />} I (' , 1 .: r '..�...•n ..7_ .....M1 - 111 i I DESIGN WIND LOW$ SHALL K DDETERMINED AS PER SECTION 16200E THE S � MENTIONED CODE, 1.2) EMBEDMENT ED INMT OF 1/4-0 X 7/6' CALK -IN ANCHORS SWILL R IS 7/0- INTO CONCRETE.
<br />llt
<br />` • , - - .. ` �' FOR A WIND SPEED AS RE HE JURISOIC'nON WHERE TNCSE ERS WILL BE INSTALLED AND NO 0 ANY FINISH MATERIAL SHALL PERMITTED,
<br />I!1 WNtU NFAOOI ( wOOD N[AOtR - W000 MAOER - "I .,. I' FOR A DOKCEIONAUTY FACTOR Nd-0.05, USING ISLE 7-16 AND 9LUILL NOT EXCEED THE MAXIMUM {A:S.O.) 1/4• 0-20 SS SIDEWALK BATS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />RICKAREDRr _ 1 4b UICON • 6' O.C. DE54N PREWWRE RATINGS INDICATED ON SHEETS 25 t 26. ENGAGE 3/4• INTO ANCHORS, �V
<br />�1 1/7 WN. iNR&Or0 T 1 �AN
<br />I `1,4'• DIPCON I M O.C. 1 4'P iAPCON t 4' O.C.
<br />I 1•1 T?KMM.•TWIEADED /M• TACON R r D.C. lAcwoIED /AKIN O � I / I' . .-- W 1 , MIN. 71NRAOEO I I t. _..,...'�1 1 MIN. DIEATHED IN ORDER TO VERIY LINE ABOVE CONDITION, ULRMATE ORGN WIND LOADS DETERMINED PER ASCE 1-16 p
<br />. _... f - W 16 _ 1 1 PE1tTRA • 5 PE71[TRA • SITYL BE FIRSt REDUCED TO NSA. DESIGN WW LOADS 0Y MULRPLrINO 'AEU 9r 0.6 IN ORDER TO &]) W CABS THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXKTMG WM1, .'
<br />I
<br />/ / r MIN. I1oNAOEO t1DN AT woo0 twN A7 W000 ...
<br />I P 7TDN AT WOOD PiK1NAWON A W000 T10N AT wOOO �' H iON At WINO I 1' HEADER HEADER TO COIAPAR THESE W/ MAx. (ALSO) DESIGN PRESSURE RATINGS RGI0VTE0 ON SNEF15 25 tr 26. ANCHORS SHIAl1 f# LONG FSNOl1C11 10 BEACH THE MAIN STRUCTURE BE+9N0 SUCH PANE15. ANONDRAOf "O
<br />I
<br />NIAM HEADER / I,' IrAorR 1 HEADER I N' StALL BE AS MENTIONED IN B.1) AND IN B.2). A- a W
<br />. 4 _ 1 IN ORDER TO VERIFY' THAT COMPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A Olt INCREASE O
<br />I\ J L 1 ) ,7 1 +n 1 1' i +/2' I/4' IN ALLOWABLE STRESS FUR WINO LOWS WAS OZ I= IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEER 7- -✓+
<br />1;0/4Y , 1 /
<br />T I N I �' ] 1/4' /2' I 1 4' + 1 11or DETERMINED IN ACCOROO CE WITH N.D.S. 2015- (C) ANCHORS SHALL BE INSTALLED MLLOW'NG ALL OF THE RECOMMENDATIONS AND sKol`1fA' TONS OF THE ►WHGR'S Z NZ n O
<br />uAA. ) L+0!. ... I RNA_ ---) '' 1 1 I r-N, I MANUFACTURER
<br />R. ,Q Ci
<br />r Cn
<br />2• ` ' - r ', F ) � • y'.. ( + M900 IRAGER ' 7' 1 WOOD HEADER / 2' 1 % STORM PANEL'S ADEQUACY FOR IMPACT AND FATTGU, E RESISTANCE 105 BEEN VERIFIED IN ACCORDANCE WRt1 SECTION 1926 or U
<br />Yin I BEGINS" _ MITI. `T9, ROIAR[D ' * - . AIR• THE ABOVE MENTIONED CODE AS PER FENESTRATION TEST" LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 R SH A L BE THE RESPONSIBILITY Of THE CONTRACTOR i0 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER `� X
<br />r ' TAS-202 AND TAS-20]. S TO M ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK C LL
<br />® ® ODM L`d/l Ip O
<br />� 1 .. `... � I CDNt. . '(�♦ COAT 1_.. I �. I EOM. L _ I .; � � (._ 2. 11d$ SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE ONSIDE OF THE OPEN6rG ACCESSING THE OPENING FROM THE OR HOOD FWAE BLAUNNGS.
<br />Y�7� INSIDE 0 TIIC USE OF A LADDER OR LOT. THIS APPLICATION IS VOID WHEN INSTALLATION S INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHVritR COMPONDO EDGES WHICH REMAIN M CONTINUOUS � C '�•'
<br />G �.Y , I LV FROM THE INSDE Of STRUCTURE- CONTACT WITH TIE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL w CV
<br />[AB1Y0 r`ro DLA« i,Rf1ING ,O W� "GIs qm J. SERIES 1000 INSTALLATION IS APPLICABLE 7D SN1UE AND DOUBLE HUNG STYLE WWOOIr4 WHDI INSTALLATION R REQUIRED IO 6L l H. CJ Y
<br />(SR 9YA[DIAI 'L• 11MY. DL/BS (i 9CIMIAf - (wi rOWDIAa 'I PERFORMED FROM THE IL9t0C Of 6TRtlCRAIE. 13 57ORM PANEL INSTALLATION SHALL COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BU6OWC AND ZONING .�.. ai
<br />PANE LENGTH w IQr IO 1• y,. PANG 12110TN a Aar lD - !QT 19) C
<br />(BEE IIOIE 1 BELOW) NOTE , I 1' Iry I REGULATIONS FRONDED iM THE JURISDICTION WHEN( PERMIT IS APPLIED 70.
<br />(scE OR) OL/SS PANEL 1f2/oM i 4. 1 T C 1 PINE LENGTH BEL IAn lQAIAW SPECS 2000 INSTALLATION S APPLIGAFRE 0 SINGLE AND DOl1B1. HUNG AND HADN IONTA SUDFR$ STYLE WINDOWS WHEN .0
<br />Y.. HOWMIIOI Mn. YNIINIOR O
<br />CAD,
<br />OUi7MIC f rV '' . SCE NOIT I KLOW) GLASS
<br />a 91RU ,N ! 1/4'h2TM1' ' -. N'-..-.. _'(M .. .. ' �� m •� I Z• Mm -' 'v_ i, hY - PANLL LENGTH IN51AL1AION S REQUIRED /0 BIT PERFORMED FROM THE INSIDE Of STRUCTURE. 14 ATRIUM WINDOWS AND DO(NRS, INC. [ - 2 HANG STORM PANEL SYSTEM- S IIAIYR P[NOBq,
<br />CLASS W 91R SCHMq , 1• •_, ( 1 m NAAW _ ,_Y a 3 32' -.. _. _ �9LrH NOiE a LE[T 1 rO { (SCE NOTE 1`�BEL.ON) t/4y-'VDI+•. ' ($CE NOTE 1 BELOW) '3. m
<br />' ,/4•h /WI/NPD _ ' S. ALL ALUMINUM Ex1TTUSgNS TO BE BOBS-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED ,5. (co)165 PRODUCT [VKW71DN DOCUNEM (P.ED, PREPARED BY I*$ ENOINEM S GENERIC AND DOES NOR PREAADE
<br />A CUSS A S. oil
<br />-. 1WORMA70Y FOR A SITE SPCCMIC PROJECT: I.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PED Nv M _CD
<br />$.E. M.S. N ' AS. Y S W .. //00) ) )
<br />Mn10 MR3�r .. ,� +•R .. ;.. 1 WINCyNN3 I 4. AL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-H74 ALLOY. '� u R)
<br />•J _ _��` - h --� y. (b) CUitRAC7DR LO BE RESPON578U FOR ME SE1LCtgN PLIRGJIASE AND INSTALLAOON wCLUD1NG UFE $AiYY Df CJ r-J
<br />4� `... ,j, _11 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASrM A-653 ORADF SO Sin., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O WIONDED NE 00E3 NOL DEVNTL FROM THE CDMORIDNS DETAILED ON
<br />1. _ l��-.. I i •I i _ I ' I �. _ _._ __.. OE9KNNTgN W/Fy- 60.5 xPt (Af'TEA ROLItO). THIS OOC1WENfCONSTRUCTION SOTTY fVALUA7tON DOCUMENT WOLATB[ ISTHE CONSIDEACD ICONTRACF05 RESPONSIBIUIT.
<br />YY 304 DR B SEAR O R CORROSION RESIST COATED CARBON ) TINS PRODUCT C
<br />. ,. e. ALL SCREWS To BI STAINLESS STEEL st A151 s RESISTANT c STEEL As PER 01N (c �
<br />-- - I __v,,._ 1 ]OO,t W/ 50 w YIELD STRAND) AND 90 AM TENSILE STRENGTH t SHALL COMPLY W/ FLORIDA BOILING LYIOE SECTION 2411.3.a1 ( SPECIFIC SHALL PR[
<br />v04ETwmGN AT d) SINE PRMCTS ■ PINED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MILL � O
<br />1NDLwmH OF TUT[( 6
<br />//��,, I /'r7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL WITH 36 MN MINIMUM YIELD STRENGTH BECOME THE EIWNEER OF RECORD (E.O.R.) FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER '-
<br />r V ( ®•' _w USE OF MC PED. TT13RNTHE OF R ACTING AS A DELEWTED ENGINEER TO ME P.E-D. ENGINEER. SMALL
<br />lY i l0. ANCHORS 7D WALL SWLLL FIE As rLXLOw3 tillBYli TO THIS uTTFA THE s1iE SPECOX DRAWINGS MR REVIEW
<br />-.' .. 1 _... '' ). _1 �O, Ii i p, -N .I ! O 1/1'P TIC - DHORa As MANUFACTURED er ITw BULDEX. INC. (MIN. Yc.J192 RED AHATT SMALL
<br />�E DATE AND oRglNa sr/LL AND $IOMATLAGE OF THE PROFESSIONAL ENGINEER Of
<br />- 4� caNr L- tzNr �. - _ , N Y/1•.-roaH'as. Y.6. WiQ _ - t s.
<br />f"-T I-i A
<br />/4'►- IY i. Y.S- w/ W IL-�J CO. I j I 1/4. 1 X 7/6' CALL IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MN. fe-1000 P.RI.) P
<br />• 1 1 iW/ L 1 1. -_._ ' IA 10 PAWLAN7E FEMALE O A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRIUCr*N PRODUCTS.
<br />'.'I 1' ' N I [6•w7/3Y BRAD NUT 1 i/6•PA7/ar WW10 MR ACCORDANCE WSTORM PANEL ITH SEC $70FACTUREWS 2.�3 SMALL
<br />FLORIDA B` BUIL�lGUCODE�`ONEY LABEL SHALVISIBLE L L BE LACEOCATION AT D �PMRY IN
<br />q/69 3/32, VINO TAT a a2 WIK 7 i
<br />. 'WN6111w • t7 1/2' O.0 ` '/ 3/ r 1, WOMMER 0 17 1,2. O.0 WAW(R (BtYONO) _ _ 1 v LIB[LBNO ro COMPLY M71TI SECTION 7096.2 Of THE FLORIDA OUILOING CODE.
<br />NUf WASH" (BEYOND) .� ' , •I TAPCON •tHwrAD[p - , t EO EO I , --- .I -- _ - Arc-5130 .. I) ,
<br />1 'IY /APCON • Y OC _ 1 1'F TMCON W 6. O.C. I� I' I� At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWLLL BE 1 3/4- AND 2• FOR PANELMATE
<br />JJ / / �7/6'• . 3/37' wm wit, I7/9Y r ]/32• WINO NUT
<br />(I?f/R0lA[D W/ SnG)' - �1TA000� w/ STING) :I I PTRAWON AT MIpYXITN (i rrt• W000 Py.TC , A'rA• MOOD ,PSTE ,� _ I; FEAVYI to t PAELMATE PLUS.
<br />OF
<br />•W 1 , YY. 71«U0m - WOOD �PLAi •- s_-2iN�wOOD PLATE �1A- AIIELMA7Eof
<br />-,O PAAnAWrz P 1'I I R'AUEtR N► (BEYOND)
<br />°, .: •- wa I�Tr fewer - I OF PUTT -,- IRE 10 P . *J I / ' O.c. • 6 1/4 O.CAW�, 7 6 -1 I A2) MWYLIY DABfDYENr U' I/s•. x 7/8• CKK-W ANCHORS SHALL BE Is 7/6• INTO CONCRETE. No EMBEDMENT INTO
<br />11DM AT IROW/D1H 71DN At YOMIH WASHER • 6 I 4
<br />PLATE _. ... Z.4 WOOD PLATE • 6 1/.' O.G. W 1 7/6 T ,. I ANY FXkSH LATERAL SHALL BE
<br />RADIOED R[WM[DWAII I 1/4• I-20 SS SIDEWALK BOLTS BE LONG ENOUGN(SHUAD ANY FINISH MATERIAL EXIST) TO f .ACE 3/4.
<br />WN. THREADED 1,DN \ ON, TIHPEW[D T7oN \ '1 l; - WM MCHDRS. A"1'N
<br />AT MIOWIDTH a PLATE L,. AT MIOM1DiH of PLATE% _ _L. i- •.
<br />904E J/r-1'IWL2A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON NE EXISTING WALL OR
<br />Memo
<br />SCALE 3/6•-,' FLOOR, ANCHOR$ SHALL 0E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �A•VCENS
<br />AllNH 4N4M+++MNNN R A5 AENONED IN Al) AND W A2). �' ••
<br />scAf 3/e-1' WALE 3/8'-1' `rE A.Tk[/> �rA'"GAPA TILL/l -, NO.44167 t
<br />4� I 't"...•••••. ,/ (B) 70 fY._-.INO CQ)L�RETF.BL �A IMFI -
<br />rmEs ' 'CAN SCALE 3/6-.1 P� CEN SCALD 3/e'-1' * * * FLORIDA BUILDING CODE NI h Voloa Hill One Zone
<br />FLORIDA BUILDING CODE NI h VNNIeI NU come Zon6 3': FLORIDA BUILDING CODE (High VelocityNu cons Zone - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY IOW. BUILDFX, INC
<br />,. INSTALLATIONS ARE ONLY YY4Q FOR BUILDINGS WITH AND. DESIGN (DADS ■It7a am W,11A m rs. - 1/A' • X 7/0' CALK -IN ANCHORS, AS MANUFACTURED BY DtVAALT INC (f' -1500 P.w l.) •rmo RimO. NCrp
<br />UP TO .53.5, -MO ►SF IVD PANELS LENGTH W 70 B-6• 4 PiPY ILWO6, NO r. p No 44167 20 GAGE GALVANIZED STEEL STORY PANEL �.e'•. 'OL P 20 GAGE GALVANIZED STEEL STORM PANEL
<br />NO• ; * 2D OAQE GALVANIZED STEEL STORY PANEL NMMN AT. k �_ . oRWW IN - Ito-,0 PANELNATE FERAL[ O AND PANELMATE PLUS ANCH0115, AS MANUPAC7URID BY Et CO CONSTRUCTION ^? 9 ,:�. M- Ir
<br />2. IN NEW WOOD FRAM{ CONSTRUCTION: WOOD L430M 70 BE SOUTNGN 1. NETAiLA1ION" ME ONLY VA ID TOIL RIALDIGS WITH AS.O. DESIGN LDAADS * � * (`"'�- _ -- PR DUC73 (I'n1-2071 P.0 -
<br />PSR No. 2. W/ SPECFIC DENS" Or OM OR tWAL i * : gT GLOBAL PROTECTION PRODUCTS, TLC. "/"'/fO10 U► TD .55.5. -72.0 PST AND PANEL'S LENGTH UP TO B•-6•. $ATE OE"� �'- A � L PROTECTION PRODUCTS, TLC. erlal/tea NruAt. PROTEC110N PRODIUM, TLC. a/DAM
<br />I L E C O I«a. 2G ..m Aw 3I 3rR`L J 21'
<br />o 1 ` -' AwY �WACA`11.s'313'",a' .AIM. PONT NO 7 W/ � IOWGG0MN [ 10 SOUTHERN! o ••. o({Io I L E G O E«C. wAE it 32211 _� / ••"J "" I L E C O EMC WOK". /L'1T.T°RZT -1[
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<br />.55
<br />QUAL
<br />u sw +ti,► rr R,FRc 20-176
<br />Nr.• , am WI-Iq _
<br />2D-176 ■IrA (wA)RrfT4N4, rAc IM.)FM.YFR rr� WaR rr O M
<br />A FS 'E N.•'. e. ,�.. rWw A ANY MASAL� py FINALMA. TAR w.N A_M7 4• SS '.•E Y. 04R m-Na "'we ••� �a
<br />p'•... ` a rW •rsW n W PIWw.
<br />h SIO Al RIW .L.-tv , a.N .1-.m oMRPIF Ir. N FA-/ooiTu r MIWNo ft r.c rw-,=?,. +A
<br />�1/1111 1 ►L L<AL/WNWIAM/-iE HALM A�IO P.i • Y 1-W r - ti NALip A 1xIR Nr. ►3, sA I> _ _ wAL/>.�ryTr�R Mtlq A AlR Nr. rl - HHM-/Sy TWA: (M41PM-O9L
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<br />PDA
<br />67
<br />MR• Wm
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE t/2-I'
<br />--- - -. 13.166' (TOTAL WOTH+)-- _ _.. 2.2W I
<br />-- 12.900• (EFTECTM WIDTH)------- -
<br />W T �\�p 2.600-
<br />''t I 269r ILOMI mot.ZIED STEEL rft � -i ,T 3900' y zau-
<br />J.000' .7�p• t TrP. ASTY A-6S3
<br />GRADE 90 MINIMUM DETAIL.
<br />LSTAIL A ,•; ud 0-60 DEW.
<br />.. _. .._6230'...-- _.. _ .250• © STORM PANEL I_ •---2.470-
<br />REVERSED "h" TRACK
<br />PANEL'S OD 11P / -�•�
<br />w/ VEILED CODE. '
<br />12
<br />1 - P Q. ].7]0'
<br />I
<br />ISOMETRIC VIEW DETAIL A 2 000
<br />ROUNDED CORNER B ENDS Of PANELS 123 4
<br />END UP W/ HEMMED EOGE.
<br />(N.T.S)
<br />--z0oo•----J RIP•)
<br />Q RL" ABACKEN
<br />114
<br />6051-T6 Alum, ALLOY
<br />750 056' v» I d' VCEN, l4
<br />n
<br />J E_ NO.44167
<br />_ *; L•ru
<br />---.7so --- ATE OF ; @ •�• mumNc
<br />O7 3"x3'(Max.1 ALUM. ANGLE 0SMP MR
<br />sSI NAI'- - IL �.` O EMc 01
<br />I i' LONG �'N'N NnHNFNN /'-L63c�•'!�
<br />6063-T3 Alum. ALLOY l Ai: �'1iWp•t'sI Iw''o9Nq""n"�-u M
<br />P1. st./RONARNNJOMt 1p1G•�ryLFLiiN •
<br />'RATION Alh 1 MIR7t
<br />-2.591•-- P.
<br />---2.250•� �'
<br />07V
<br />b►
<br />2.900•
<br />7.7H'
<br />Nr'
<br />O3 REVERSED "U" TRACK
<br />125'
<br />f
<br />2.00D• L - I" 2W
<br />UB 22"O"fMax.) ALUM, ANGLE
<br />Y/24rV/24
<br />f•a NOR 7 110.0"
<br />4 W/ OR • (set NONE 2 WIM 2'/24 1• 24 ► 4 (w NOT[ 191LOW7
<br />0 SA W1L5 t'/24 MR 0orncn "Aft 7Ir 3 1. / ryRA }RIp
<br />• SCM0114E W 9pNQm� 2% FOR W005 SCA01: r-1 �• WTI. TnNtl" ARHOa DI•.J 3• Yw.
<br />;4 9R 91 = ON OMIT m 41p. AT 7 I l9a 9b[DLAi 71 WART mR -1 1• WY.
<br />�' - • �•' rN8 IAA• Bo a�
<br />In•
<br />I me PAIR) ' (INRAOR MWGI lRI m" PAQ) tIWwm PANG) 60 x Y' . w x L.
<br />9Q MR i D. 4 9tDR I (� P'R+4 �(/JNO MNtL)T_I' (MINORS 6NREAIDR PMBL) (MfAPI PAiI) KENO PMEL)�
<br />9a Now�-Iwf
<br />SEE ], e[Low rQ N01[ r. 4 ML01t
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<br />-r ----r •s-- - - T-. -- 1 1�111 ...
<br />SSLETr _ • fAlE1MAtE R»)
<br />`3 : TILE NOIi • MlOW -• FOR COIWRIC ANCHORS m 9EORJr 7' - - IY--�- •. - ML7111NAIt Lp r"
<br />1 Nn SCNEGW ON N4QT 13, IIOIr wo6o SCREW 1•�1gt �4 1/Y 11/r' AT OID PAwy!)
<br />fa frCIIONS ON OIQ, m
<br />3 OR ©w/ 01G W/0®. Ir • UST PAINS TO tK METALLED R Drbl
<br />{ PAR¢ o TO M 415TA11lD AT [ANN NDNG 71MA�ALIIIAYS 9E P110V0[D w
<br />P DPOAWD SMW ALW VS a MONIED 1T/ TYPICAL ELEVATION FOR SE ES 1000 BENT HANDLE 70 FACLRATE IN6TALA79
<br />REM IWalt TO rADUfAE N9TALWTW F INTENDED 10 ME WITALEM FROM
<br />- F NTfLGaFDs ALLED nGOM E-Z HANG STORY PANEL (fl SY31'EM e/w DF SrftLTUW
<br />MINE 041 sou 9/3r . /•
<br />r-1/4' YA. MAP [.' KAr RAP
<br />r/.' HIM. NAP VN• N4. 6W--I-
<br />SECTION A -A SECTION B-B YA4oTp1N"n "0M
<br />1BNL 3/Jr - 1• BQjg' SOIL[ VW - t'
<br />(1). DEFINITION OF SERIFS. 1000: E - 2 HAND SMW PANEL SYSTEM OONSSMG OF PANEL
<br />HGiES.: RACKS AT TOP A,PAAELNMIE PLUS OR 15" LONG
<br />Jy (I). W]ON„OfER SFS 2000 E - 2 NANO STORM PANEL SYSTEM CONSISTING OF PANEL • (jr�JA, BOTTOM W/ PANEIINTM
<br />Cont. TRACKS TOP t BOTTOM. (2)� DO PANELS SHALL ALWAYS BE CONNECTED TO NG SILL WALL BY MEANS OF
<br />(2) D PAN" DV" ALWAYS tE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM PANELMATES OI, F USm Y 1Y/ IS' LONG TRAM AT BOTTOM, END PANELS
<br />SHALL R PROVIDED AT TOP OF SUCH PANELS. $MALL BC CONNECTED TO W/ 1 4'•-20A3 4 A W/ 7/IrJ/J2•
<br />WING NUT OR 1//4'w-�R3 Wn. IIIPO TAPPED (�J (fkCCPT AS
<br />(3). IF END PANES ARE CONNECTED 10 BOTTOM TRACK, CONNECTION SHALL CONSIST Of DESCRIBED ON liar
<br />OW)
<br />t/4'1-20.3 4' Y.$ w// 7/5•q]//32' WING NUT OR 1/4•A3/4• MIn. THUMBSCREW
<br />NTD TM BOTTOM TR.Ck LOGTOM OF FASTENERS MAY ME Al ERNtA Of TWO (J). TROITRT� CASES WHEN END PANELS NK tSE JUNiLV W/ 19' LONG ®AT
<br />EXTERIOR FLAT FLANGES OF END PANEL IYJ BUT DO PANELS ARE NDT CONNOCIFD TO BOTid1 TRACNA STOP BAR
<br />(4). W CASE THAT CND PANELS ARE NOT CONNECTED TO BOTTOM TRACK O.o A $TOP BAR SWAT M IONSPROW E AT TOP Of SUCH PMELS.
<br />S ONLY THAT AT TOP)) Al LEASE TWO PANELS SMALL BE CONNECTED tp BOTTOM TRACK (4). TOR 11SIAILlrx7Na Wllp+ FJD PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USING SPECS 04XCAI[D ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TO EXISTeG SILL WALL 8'�MEAN$ OF BOTTOM ATTAMS.CHING ONE III RIORVW PAIR
<br />MAY W USED JOINTLY W[ TRICK PQ AT SHOWN N ELEVATION
<br />BOTTOM IRACN TO WALL
<br />TO BOTTOM TACK MAY OCCUR AT ANY PANEL LOCATION w// TWO PANfUN1ES f0(L01NM0 $PRt]NO SIIOMW on CLEVATON AND w� �1y3 1/2•
<br />Idn. EDGE DWANCE. FOR INS OAg, BRO11011 PANEL USED Y IRJ V OBIS
<br />(S) SEE SECTION r', 3' tr 4' ON SHEEN 24. SEE ANCHOR SCHEDULE ON SLEET 25, ,,��MY� LIIIINNy 4IY, NOT NEED To BE CONNECTED SUC11 TO -AT ADMCFNI PANELS (TARE LEFT t R10NF 9TRACK 3E O LWLPAEL)twvE
<br />:YEA A: T'�J 4( TH RN OVERLAPS RETAINED BY �.
<br />INSTALLATION TAILS FOR SERIES 2009 AND 1000 E-Z HANG STORM
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
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<br />WAIL AND OIiIEC1 YdT1NTNrfi INST. WaL mT D„N
<br />RALL.� �-? FLOOR TO CMNG I/OUNTINC NEST. NUILD-OUT YOUNTINB IN3T.
<br />sDYE 3/6-+' g SECTION 3 g f,�
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<br />® ANY Sww AN STATE OF .ems +urm PC
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