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(w SECTIONS on $Him 17, Is. Is a 2Q)__
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<br />79 PANEL LD4TM
<br />CM SCHEDULE)
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<br />T T F I I
<br />_1 I T I
<br />i I I iM I I 'POLO"" I Eli*
<br />F Z. GOAL 41va, We. r WIN
<br />it * ON/" Mum awls, mov/se & ENW/26
<br />NINE
<br />($Ef SOCTIMMEE ON SMEM 17. 111, IS & 2O)-------_
<br />QPTION #2 FOR 1jFE SAFETY STORM PANEL(I ELEYMON
<br />SCALE 3/16'-l' w
<br />SECTION A -A
<br />WAU 311r-l-
<br />1! UA 17 111TW-w-A I)IN b] *-Ilel I NJ �i 41 ZIA III, Ififfff"
<br />IMAXWUNI A.5,0.
<br />Max. PANEL LENGTH
<br />M1141MUM SEPAPA71ON
<br />PANEL
<br />DESIGN PRESSURE
<br />RATINIG (p.s.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />COMMON
<br />+55.0. -72.0
<br />81-8.
<br />2 3/4'
<br />UNBOLTED
<br />Ir 06C
<br />Now
<br />1/27
<br />r
<br />M SORVJM
<br />M "AME -
<br />off SMO"
<br />PAM UNCTIM
<br />ONCE M= I Sao"
<br />to am
<br />OR
<br />CORY.
<br />V*4 MR
<br />- 71
<br />12 1/'T O'c
<br />W/ Sow
<br />or KATE
<br />W" Mpg= MAI I ATM WAIJ
<br />MWARIM
<br />0 FREG"ULM FAMM
<br />MVAIAT" ARE ONILY W&C FOR PAJVM WH 0610. ' LOAMS
<br />UP TO ft& -72.9 PW AM WXU'$ IJX= UP TO W-Jr.
<br />2. no WW 100) MAIN CONSTRUCTION` WCOO MANOR$ 70 SE SOUTHERN
<br />"ME No 1. W/ SPECIFIC wwory OF M On EQUAL
<br />CD
<br />PAM LOOM
<br />(am Num I SLOW)
<br />114*0 WOMM 0 r O.C.
<br />N.
<br />, L
<br />PANEL LIDMCTI
<br />(SEE MR I am"
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-l)
<br />(MAL
<br />7-1- sw
<br />T414
<br />PAW
<br />DEM
<br />_Iiruv� A 40.ff
<br />----- 11 ------------
<br />T 3102M ENSIL
<br />W/ Www" MINE.
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<br />ISOMMIC VMN QML A
<br />ROUNDED ODOM 0 am Of AAWLIS
<br />END UP W/ "DO= EDGE.
<br />(NIT-11)
<br />125'
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<br />INSIALWION DETAILS FOR OPTION
<br />#2 FOR LIFE SAFM STORM
<br />PANEL SYSTEM
<br />W. TAM= M404M
<br />f. Q-C
<br />INTO EXISTING POURED CONCIRETE
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<br />Oz
<br />OR CONCRETE BLOCK
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<br />SCALE 3/r-1*
<br />MO
<br />'. !INSTALLATIONS ARE ONLY VALID MR GUKDOM WITH X" ' MM LOW
<br />UP TO +56b. -72.0 PS' AND NW09 LENGTH UP TO
<br />& MR NO IMMUNE FRANC CCNSfWJCTOL WOOD MEMBERS
<br />TO K SQUIVIE)"'I
<br />PINE NO. 2. W/ SPECIFIC DOWN OF OJIG OR WAL
<br />a
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<br />�'Ar WA aw owc aw j OW Lw ft. wl
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<br />HIDDEN 7RhCKS AT UT4220.,man Is. Low
<br />0). atrumm or sican M. C - Z HAND STORM PANL SYSTEM CONSISTANC OF PMXL Vi SCITIOM w/ PANELMIATIES.
<br />c4pnt. TAACKS TOP 4k 1101 0 PANELS SHNILL ALWAY11 K C"'WrIp TO BILL WALL BY MEANS OF
<br />SHALL ALMAYS K CONNECTED, 70 GOTHOM TRACK OT14OWK A STOP 80 ' Z'1F USED Ly IN .END PAN"
<br />(2) ZMET CC TED TO
<br />(r=LKS PROVIDEC AT TOP OF SUCH PAWLS. TO %
<br />I X WD T AS
<br />4), Lj������SWALL CONSIS OF '�M-3 IN.
<br />PAW" w
<br />(3). FOR CASES WMN
<br />EXTERICIP FLAT nANas OF END PAWL BUT END PANELS ARE NOT wayTiOi/ ISATIP so
<br />M BE PROVIDED AT TOP OF SUCH PANELS.
<br />TRACK P.M. A STOP BAR (4). =ALUATIONS WHICH TWO PANELS AM SOW WIN
<br />EKC0W4BCTEb TO BOTTOM TRACK TO nmmo SILL
<br />ON NOTE �&)AM =CASL CONNECTION OF PANELS MAY K LISE&I JOWLY Er"'A"C"
<br />9"21 =31=10, TWO 04= I'm 30 54M ON CUE10to
<br />OCCUR At 'olf, ;-
<br />(5), SEE $WnON 11. T 'r ON OW 24. SEE ANCHOR SCHEDULE ON 04EET 25L wa
<br />IUNNI NOt WITC_ TO K 1= 4"'M INSTALLED
<br />SUCIMI THAT A" TRIE LEFT IN NW SEE OF 11111113111011 PAWL) HAVE
<br />T,
<br />NEW Mjftr
<br />A=
<br />DA PUILONIG OWE (fth "oft N ZOM)i
<br />f No. 4 167 L, am TERM M 20 aw GALVANNO STEEL 9709 PA)a fJk
<br />OVA W.
<br />OF aaamn=w mmm LLc.
<br />3341,
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<br />F-E, .. 11100POW
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<br />4
<br />N
<br />lingo 1"1 11
<br />IIM- _0111111111, IN 1111, 11111MIN101111
<br />LOA
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />tw.CON OCHM
<br />'.IT
<br />6 114 ar.
<br />WALL MQUIM IWAI I A?Wku
<br />11b ff_r
<br />iff ANIEL
<br />SCALE 3/gr. I -
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<br />11-!mt,
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<br />Nk omm vWwws fq
<br />-
<br />3
<br />011/1
<br />3
<br />FWAE UX&ML
<br />hOl" ANCHOR VA=M AM MINIMUM
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<br />We ra FOLLONM F4Llm PER -
<br />" -'TC, K VOSS" IEDLI=
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<br />BE UNIT THAN MooM SPAIMME 01004411)
<br />FOR 09" *am TOM! am ?ft SCHEMES
<br />"to
<br />1AD
<br />Itr
<br />- +1
<br />L-4
<br />ZIA
<br />G
<br />LOA
<br />114-1" PAWLMAIX
<br />-T/11116 . 3/w MIND wx
<br />REQUIRED
<br />WAIL M9UM ITIIATMN
<br />0 p
<br />WAE 31si
<br />1, E-2 HAND STORM PANEL SHM ON THIS PRODUCT EVALIAT" OCCANNEW HAS KIM VIRIFIED FOR CQWUWE 00
<br />0. 0) W^" EMSECIMINT OF TAPCO4 AVOICAM AM PANEUMATE fDAE 10 & 1INIELMMin PLUS WO DICHIMM
<br />ACCORMONCE WITH 1141 = (Ain EDITION) OF THE ROMA PAV.W. CODE.
<br />ft= SKALL K 1 1/4'
<br />OMP WIND LOACS;rl %XTE1ftT4WWCj PER SECTION 11120 Of THE ABOVE NEWTIONED ME.
<br />1111-2) MINIMIUNI OdInMEW Of 1/4*0 9 TOW CALK -IN ANCHORS WALL K 6 7/r INTO COMCAEM
<br />" A Now SAM RED IN,
<br />FOR A OUtECr4t4ftM Ww IN T-461"ARM
<br />NO tMKMW WO AW FKM MATERIAL sKALL K PVWM.
<br />Mw
<br />1/4' 0-20 SS WEVAX BOLTS USED SHALL K LOW ENOLICHMICUU11 ANY FINISH 16411111104. ONT) TO
<br />CUM PRERRM RATINGS 1114010411111111 ON SHEETS 25 & 26.
<br />04W Ve MINE) oc�.
<br />IN DINNER TO VERIFY THE ABOVE CONOTTIOW, ULTIMATE PESKIN WIND LOA14 D[TERMNW PER ASOL 7-10
<br />WUL K FIRST REDUCED TO AL". DESIGN WND LO" #Y "TIPLY06 TNIDA ENT 0,8 IN ORDER To
<br />L3) 01 GAU THAT PRECAST VONIL OR PRECAST CMMW PAWLS K rOUM ON THE EXINIETING "L
<br />TO COOPER[ THESE W1 MAN. ".0) OEM M33M RATINOS INIOCATEID ON SHCM 25 AN 24,
<br />ANCHOIRS SHAUL K LOWS ENOUG" TO %EACH THE MAIN $fR=M Woo SUCH PNNELS. ANCHORAGE
<br />SMALL N 43 MENTIONED IN 2.1) AND IN 9.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND AKV4M ON THIS P.E.C. AS TERED NINE NOT MR STRESSED. A 3111; mat[ASE
<br />IN AUAWM STRIERS FOR WIND LOAM *AS MM USED 0 THEAR ANALYM FASIENEIIIS S%Cft TO W= WE KEW
<br />OEtCAMP" IN ACCORDANCE WITH W.C.S. 201S.
<br />CC) ANOOM SHALL BE 0WALED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />kwwAtnwRl
<br />STORM PANELS AOfQUMCV FOR WACY AND FATIGUE RESISTANCE NO Kth VMnW IN ACCORDANCE WITH =11011 1426 OF
<br />THE ABOVE WAITIONEO COW AS PER rEMESTRATION TIESMO LABORATORY. W_ REPORT 1 2032, AS PNMOMS 'TAS-2011,
<br />it it SkAL1 TH VERIFY THE SOUNDNESS OF THE SIVILICICUORE SWM=R
<br />BE t4%=%00rPEn1t%=0W�TO
<br />TAS-202 AND IAS-203.
<br />3 TO K ATTACH SmUTTER SMALL ONLY K ATrAC"EO 0 NOWEIL X
<br />ONSIDE OF SYRUKinft
<br />CONTACT WITH TW BUKDINK; 10 PRIEVENIT WNQ/NNN WITUSKSHL CALLK ANO SEAL SHUTTER TRINCHS ALL, ANICLAID FULL
<br />LEINGTH.
<br />3. SERIES 1000 INSWILLAVION IS APPLCABLE TO SINGLE AND DOUBLE HUNQ STVU WINIXXIIS WHEN INSTALLATION 6 RECKONED To K
<br />PERFORMED FROM THE N*M or STRUCTURE.
<br />t3. STM PAMEL OWALLXYION SPAL CONIPLY *NrH SPEM #40=10 IN T" ONANINNO PLUS ANY EILMUDINO AND JOW4
<br />RE"I"TIDAN PROVIDED SY THE JURISDICTION MOM POW 3 APPLIED TO
<br />4. SERIES 2000 0WALLA11104 6 APPLICABLE 10 SMICUL AND DOUBLE H" AND HOWMAL SLUM STYLE ININCIONS WHO
<br />INSTALLATION 4 REGUMM TO W PERF NEED FROM THE MOM OF VRUMft
<br />14. MUM WINOM AMID DOM 14C. 9 - Z HAM WOrM PANEL SYSTEir IS PBRW NNOW
<br />5. ALL ALULW" ESTRUSIONIS TO K W63-TO ALLOY AND 70". (UNLESS OTHERWISE NOVIEW
<br />is. (a) THNS PROD= rAAuUA1*N
<br />PAW. &0;), PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROADE
<br />WORMATON FOR A SITE Mr WHERE THE WE COACK11CING DM7E FROM ?141E PLO,
<br />9. ALL AUAWJM SHEET WAL USED AT CLOPJM SHAU PAVE 3105-414 410f.
<br />A
<br />(b) QD~OR TO BE 0MV04W FOR THE SCUUMON. PURCHASE AND INITUILLATION INCLUDING In WPM OF
<br />7. ALL 11111. SHEIET METAL PANELS SHALL HAVE STRUCKPIAL QUALITY STEEL. AM A -SW GRADE SO Min, CALVANETIED STIE11
<br />THIN PRODUCT ON THIS P,LQ. P111100000 HE/W DOM NOT Won FROM THE COMENTIONE11 DUANUEEO ON
<br />OMOOTIM Wl" U3 AM WTCM RDUM).
<br />THIS 00cumm CONSTRUCTION wM AT sm Is Tee ICONISACTOws KsanOMSOM
<br />L ALL SM" TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION R99STANT COATED CARBON !MEL AS PER DIN
<br />(0) THIS PRODUCT EVNILLIATION OOMAMW WILL K CQMENNM NNAUP IF MODF;ED.
<br />WO'S W/ SO hei YIFUT MDCTH AND 90 AN IMILE PROW" IN SMALL COMPLY W/ FLORIDA KKWW CODE SICTM 2411.34.4
<br />(4) SITE SPECIFIC PROJECTS ShALL W PREPARED BY A FLORIDA REDEEMED CNMNM 00 ARCIM= WHICH WILL
<br />0. INDITS TO SE ASW A-307 CALWAINKIED STEEL. OR AM 304 SUM STANLESS STEEL " 34 M11 MINIMUM YnD STRDWH.
<br />BECOME THE DOWN OF 11WORD MOIR) FOR TIME P1NOJ1= AMID 00 WILL BIT RESPONSIBLE FOR rot PMM
<br />USE OF THE P.f D. CMNMR OF MCOM. CTM AS A DELEGATED ENGINEER TO THE P40. IDONEEIER. SHALL
<br />10. ANCHOINS TO WALL SMALL K AS FOLLOWS:
<br />SUBMIT TO THIS LATPOR THE SM VECIM ORWI04S MR NNVNEW
<br />(A) M
<br />(a) THIS PA.D. 94AU WAR THE RAW AND ORKMINAL SEAL AMID SIONATURE OF M PROFESSIONAL ENSIM OF
<br />1/4*0 TAPCON ANCHOR$ 4 ~ACTURED rf ITW. NUIUXX ING, (MIN. 1'e-3112 ow.)
<br />RECORD TWAT PF4&AOIM IT
<br />1 /4' 0 X 7/4' CALK-M! ANCHORIL AS MW.WAMM BY DEWALt PIC. (MEN, V�3NO p�;.)
<br />014- 10 PARELMATE TOOLE ED * PANOMATIE " ANCHIM AS ~ACTURNED W CLOD CONSTINAC11ON PROOLICM
<br />10, Srow PAWL =W A VISIBLE LOCOM AT STOW PANEL un
<br />NU
<br />(ra-3w
<br />,,4"00L
<br />COOLM',
<br />S=" ,UCM=0N
<br />ACCORDANCE LABEL SMALL K PLACED FOR MAY OPEAMMO
<br />P-4,L)
<br />L*SUM TO COUKV Win SECTION 170.9.2 OF THE FLORIMA OUILDW CODE,
<br />061) WW" DOMMEW OF TWCDN ANC14ORS WO PDAW CONCRETE SMALL K 1 3/4' AND 2' FOR PAINELMATE
<br />"JANUE ID & PAINCIAMITE PLUS,
<br />All) MINIMAJIM DMEDWff OF 1/4-0 1 7/8- CALK -IN ANCHORS WALL K IS 7/r W10 CONcam 140 Dgvxdw WID
<br />ANY FINISH MATERIAL $HALL K PERMITTED.
<br />1/4' 0-20 56 SMWAIX 11(i USED SMALL BE L04 E"Mgl"(SHOtAD ANY FRASH MOEWA EXIST) TO IDICACII: A/4*
<br />INTO ANCHOR&
<br />1A.
<br />.....
<br />A.3) IN CASE THAT PRi SIONE, PRECAST CONCRETE PANELS. OR POWERS K FOUND ON THE 1XIST114 WAL OR
<br />PLOW AWHM SMALL SE LONG. ENOUGH TO REACH THE MAIN STRUCTURE WtND SUCH PANEUL ANICHORACE S�l
<br />.
<br />K AS WAITINED IN 41) AND Of A,2),
<br />.
<br />f No. 44167
<br />in Exdnw CONCRETE NLOLk INALL,
<br />t/4- 0 TAPM ANCHOR!$ AS MANUFACTURED BY 1.TJW, Wi INIC
<br />841p*p. no nimtkA Know CODE (High Velocity Hurrice"
<br />1/4* 0 X 7/8' CAJUK-44 AMMM AS ~AC"M BY DEVIALT INC psl)
<br />unift ow
<br />20 aw GALVANaw STEEL am PMM
<br />114-10 INUALMIAn nwAx 0 AND MMJAAX PLUS MOCK AS MANL#WYUM ITT ELCO CONSTIRMION
<br />PROOMYS (t'-wil F'01)
<br />I
<br />Min;
<br />INSTALLATION DETAILS FOR SERIES 2000 2HANG STORM
<br />PANELLI)INTO POURED CONCREJE OR CONCRETE HILOCK
<br />4 rA F
<br />5
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