|
pw , jily ',I �� 1111 rff�� 1, � I
<br />-- ANCHORS (SEE SECTIONS ON smem LT. is. IS& 201---- -
<br />13- MAX. 307. 0/17. VAIL 411/17. RMIL 3: MAIL
<br />70m a w/2. W/to� 7WAs A WAIT
<br />C"i
<br />"�lxxx
<br />AWx;IAA4
<br />Li AUG.' MAX.
<br />PANEL LENGTH
<br />(SEE SCNEDUW
<br />Ir
<br />7 T
<br />T
<br />CAL@
<br />wa mur a up a we 1*& 3 MAX,,
<br />;19 IW/AD a ON/30
<br />I. MIN
<br />------ -ANCHORS (WE SECTIONS ON SHEETS 17. 19. 10 & 20)_
<br />OPTION #2 FOR UFE SAFETY STORM PANELCD ]ELIEVAT10ki
<br />WALE 311r-l- /r toax. GAP
<br />�<DGAQ LOW
<br />Gamur -_4
<br />(i)m sAn"
<br />p"ll ww
<br />SECTION A -A
<br />SCALE 311r.1-
<br />ITINN zi I $)N lc�m "TY41! 111"EJ-1-Z 14 M I C let 9. M I 011
<br />MAXIMUM A.SZ.
<br />DESIGN PRESSURE
<br />Max, PANEL LENOTH
<br />L (ft
<br />MIfDMUM SEPARAMON
<br />1
<br />PANEL
<br />1
<br />RATI14G (p,m.f.)
<br />.)
<br />(SEE SECTIONS)
<br />TO CLASS
<br />CONDITION
<br />+55.0. -72.0
<br />a' -a'
<br />2 3/4-
<br />UNBOLtED
<br />vu
<br />VS
<br />vpm Is r D.C. .7
<br />114"Am
<br />WOW
<br />WAM No= mum
<br />Ile
<br />I
<br />r
<br />MA,
<br />(D CD
<br />*L, Mo. CLASS
<br />an W;4"wm
<br />PANEL UDIM I'm I@) V MIw
<br />tur NOR, I KLOW) Imal LENGTH "'Isms -
<br />cm "m I KIM 0 GLAN
<br />ammom--
<br />06 ow 19)
<br />04 NUT
<br />7
<br />G
<br />cow. COW.
<br />3/32- VIM NUT 3/3e OW
<br />i WAM 0 IS I/r D.C.
<br />-(-oRv)
<br />TAPIM"s 11 cc,
<br />STUP)
<br />THRIADED THREADED
<br />OF PtA3r or PLAn
<br />PLATt PLAW
<br />AL
<br />AIMN
<br />I All
<br />0 RIEGUILM FANIFI 0 Wp%% WILL
<br />SCALE 3/6*-1" SCALE 3W- I*
<br />I. NWAUAT04 Allf OWT WILD MR WITH A.&C. DESIGN UORDS
<br />UP To ." -7ZO PW AND AAMMIL'S LOOM UP 10 W-Ir 140.
<br />2. MR NEW NOW MW COMMITRUCTION� - ODOM 70 K SIXIMAN
<br />POW NO 2. W/ SKCFIC DENSITY OF O-W OR (QUAL
<br />0 a, O.C.
<br />F WOOD
<br />Ile
<br />UK
<br />CD
<br />V ANN, GLASS to
<br />PANEL LOOM
<br />(Su "=I I KL&4
<br />PANEL LENGTH
<br />(Su NOTE I nummin
<br />-A
<br />Imowam OF PLAnl
<br />_0
<br />.0,
<br />MA W/
<br />NUT
<br />At$ W/
<br />1 12 lIr O.0
<br />W. NUT,
<br />WASHM (KIOND)
<br />APOON 0 Ir O.C.
<br />r MAL THOLACIO
<br />kU* AT MOINDIN
<br />it L
<br />RAW "GO MATE
<br />WALL MW Vkja MMIAMN
<br />a UFIE SAFFff F
<br />Be" 3/6-.1 .
<br />COMP NENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />-mmol (EFFECTIVE WvTw)____
<br />l3w
<br />2244-
<br />0.0"* bin Timm
<br />GALVA"MIED 8?m
<br />AITIM AlW it
<br />TYP. GPM so
<br />0-0 of".
<br />_�JIIITAL A
<br />48X
<br />MUM 'h" TR=
<br />IT/ "Dow OK
<br />IMUMIC Y" WTAIL A 2.� CC-
<br />R"DIED CONNER 0 ENDS OF PAWELS -4
<br />END UP W1 MEMINIED tDOE.
<br />(N.T.S)
<br />ftJ* TUCK
<br />r 125" ONI-76 MUM. ALLOY
<br />.......... .
<br />7w
<br />: NO. 44167
<br />is:
<br />ON= mum mt
<br />OF
<br />3*vj%!(Mam.) ALUM, ANGLE STOP MR ......
<br />111" LONG
<br />OF-M
<br />6063-75 SM. ALLOY
<br />�-2.591'- 1-
<br />2.M' -7 1
<br />Tm
<br />2.244'
<br />16-
<br />REVEnm "u" JUCK
<br />51 Max.
<br />2"m:3'(Upm.) ALUM. ANQLr
<br />POURED
<br />OR .=I" �
<br />am fjoum �
<br />ow to
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFEN STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />;7~ Ame"m Q4; YAPODM AICHONS VAPCON ANCHORS
<br />; TAPCON APIONORS
<br />D.C. O.C. CC
<br />A
<br />BLOCK WALqm 1 12 BLOCK %vUmw AM RIALWW
<br />114-
<br />T
<br />L10 L Lo,*
<br />SIT.
<br />_0
<br />OMME - *
<br />itCLASS
<br />A
<br />C,
<br />vwi- v G,
<br />IT
<br />(D
<br />ECO
<br />L
<br />41ss. ws, w/ 4"s.& M& G/
<br />on Nks"Em /a Wm KIN WASHER
<br />71 0121/2-04 1 i:vomo
<br />3/32, woe NUT
<br />TA -CON APOIM 1/4- TAPODN AN04M
<br />I/I, o,c A t1r CC
<br />(VAGUM W/ SM)
<br />POURED CONCRETE CG`K"m momem
<br />OR CONCRETE @I= O"R � am COMM LOCK
<br />REGUNIM ACQUIRED REQUIM
<br />WALL MQUUM IWAUAM I IN Alihm mu malmno-A "P.-Am w#11 mQLjJw mi j ATw%M
<br />a Main 8 JUMAKIL a ZmAm
<br />K 0 uff PmfL
<br />SCALE 3/a--I- WALE 31r-l- SCALE 3/r.1, SCALE 31e.l"
<br />Sot SHUT III a so valt ANN= "m k
<br />Now 7m
<br />WOOM FOR AWMAN1004 AGO WOOD
<br />ist. now Wom GO
<br />A
<br />oftem BUUW&
<br />upow Ako" IPm"m 40 Mufto
<br />GKIK INGIAMIX AM WPIAM ON INS
<br />*.a
<br />3
<br />NO ED U= TIM MOCAM ON
<br />MIA901111) SPACING SHOWN ON MO"
<br />alkml
<br />mma as sm woo
<br />IBM
<br />ITT 14 FOLLOWING FACTOR111 - 1_
<br />wmm To K "a" omm
<br />as
<br />VAONG OPINION U1111011 PZM =IM111
<br />K um Tm OWN 910001;
<br />FOR IMON ANOMOR TM 0% TIM CNIA,
<br />r
<br />ISO
<br />r
<br />r& if
<br />- - - - - - - - - - -
<br />70 MAIN,
<br />fm *�ML, -
<br />: I PANEL UNOTH
<br />04
<br />.AM*-
<br />ISEE 4= I KLOW)
<br />r.41 WOOD"
<br />��79 3/32 WIND NUT
<br />;/A-
<br />Kall"Iso
<br />0 6 CC.
<br />AT MANOTH OF PLATE
<br />umkm JNWAI I ATm
<br />SCALE 3/8'.1"
<br />1, OVALLAII016 AM ONLY *= MR DULDINGII WITH Asa. OEM" LOAN
<br />UP TO 450-5. -72.0 PU AND PAMUS LENGTH UP TO W-V
<br />2. FOR NEW WOOD FRAW CONSIVIUCTIM fAMPERS TO BE SOUTHERN
<br />PIWC NO 2. W/ PWM DENSITY OF O.0 OR EQUAL
<br />*4
<br />um L 4 mum
<br />CAL
<br />I= L I III I
<br />W H 4-HH_i4i Hii RH 11HRIlill.-I 11111
<br />L.3,4 t I SM MUM 4 WOOD PON ANCHM sm
<br />UNCOM 8ww ft To
<br />OW/ OR wve-0
<br />TVr_4L ELMTM FOR SERn m opml=jlow w m
<br />IMANZWE To cKof Immu
<br />E-Z HMO sm A, AT C FROM
<br />-0 P"!;L M mmm Pdw 0, !T�
<br />_&/41 V.. GAP
<br />X-/ \_/_ \ _/ \ /- \ _/ \ OW
<br />(r-mov OR we (0-0
<br />SW A-1
<br />NOTES
<br />0). E - Z HANG SIM PANEL SYSTEM CONSISTING or pmft
<br />Com. TRICKS TOP & Bottom.
<br />(2) (gD,=3;:WYlS BE CONNECTED 70 BOTTOM TRACK OTHUMSE A STOP 80
<br />A TOP OF SUCH PANELS.
<br />CONSIST Of
<br />Min THUMBSCREW
<br />EITHER OF TWO
<br />DITERIOR FIAT rLANCES or Do PAMM
<br />LS NOT To InNoi (sA. A STOP SM
<br />=9r, z Top Ar al, TO BOTTOM TIM
<br />SPECS Iwom Nm (3) AD&& IN Sue" CmL co"cr" or PANELS
<br />TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION.
<br />C5) SEE SECTION 1', 3' & A- ON SHEET 24 SM ANCHOR SCHEWU ON 54EET 25.
<br />Wow
<br />IAPCON 0 411' O.C.
<br />12* MIN, THALAM
<br />MTION AT WOOD
<br />can's am am 10)
<br />V kft..
<br />Pwl UNGTH
<br />�Sff NOTE I ecum
<br />SIL IN
<br />.-A
<br />21.4* WOOD P�AM _J 3/32* WING NUT
<br />"raw=
<br />li4-10 F*MMWTE Pg.'
<br />0 a
<br />ON. TIM
<br />AT MIONIDTH OF PLATE
<br />0 WF"M 1ALL
<br />sc., 3/s.."
<br />2724 10, V/24111 tm mm J KLOO)
<br />cocom Amommm
<br />-($a Immu a" Next
<br />P%_ PIT! F4
<br />pwar go Iwo 11
<br />40 x L.
<br />UCTO,
<br />TO K AT EACH
<br />ALIMS
<br />We 70 rACLAJm
<br />TYPICAL ELEVATION FOR rLS low IF 7* K AWAILUED FROM
<br />E-2 HAN STORM PAN& S=M I or vlRwTURL
<br />mu Alw - I"
<br />GAP VA. N.. CAP
<br />0 AIR
<br />\_7 \_7 \_7 - S.7
<br />n" 3vw - I-
<br />(I� AV5NMQk.QLAC&%LJ= t - 2 KAM STORM PANS. PSTEM CONSISTING: OF PANEL
<br />iTRACKS AT TOP A PAN10.14ATE PLUS OR Ir LOW
<br />rli BOTTOM w/ PAI9LMlCm
<br />(2), END FAN" SMALL ALWAYS BE CONNECT
<br />TLY W/ 15Y TO 04MING SILL WALL BY MEANS OF
<br />PAMELAIIIIIES Ok No PANELS
<br />RMILL BE CoWerto IF W/
<br />=OR la?w Mw %.Llg-li AS
<br />3 1
<br />ON ) I
<br />(3) FOR CASES WHIDI END PANELS APE At
<br />END PANELS Aft W sm
<br />PROMOV) AT TOP OF
<br />(4). =AV70or END PAMDA AND SOME OW Y
<br />a 0, , =WM*XTA IQL
<br />^VrLY ja MEANS FIA
<br />MAY K USED norm JiiTA-6Q BOTTOM TRACK To WALL
<br />TWO PANELMolins 32 SNOM ON u"TO. W/
<br />M" OMT;%,m. '-*,M Law Aso -
<br />NOT NEED To TRACK % "WAI&NST
<br />SUCH THAT AILKENT RAN" (87 L17T k RIGHT SIDE OF
<br />THEIR OWMAPS ROAM By
<br />INSTALLATION DETAILS
<br />INTD EXISTING POURED
<br />ANCHORS
<br />FOR OPTION #2 FOR
<br />CONCRETE OR
<br />UFE SAFM STORM PANEL SYSTEM
<br />CONCRETE BLOCK STRUCTURES
<br />upcom ANCHORS
<br />VIAIVOW
<br />.-
<br />r.*. D.C.
<br />a
<br />f4mumm
<br />REQUIRED
<br />It
<br />19
<br />fi+-1016 P"Uwc PLUS W/
<br />'_'r16*0 . 31/32' WINO NUT WAGNER
<br />prounn
<br />WAU WykM NWA"TM
<br />a ftmm
<br />hm PANa
<br />SCALE 311r-l-
<br />m ow If a to MR &,CAM Tv" A
<br />Twnt
<br />WPM MR IMMALLAGINS INTO WOOC
<br />16L Mo" womm, 04
<br />3
<br />E
<br />WAS SUILDIMIL
<br />AMMONIUM AICHOR WAMM AND WPWW
<br />WK OOMM AM GODARD ON THIS
<br />'UNIAWAINIT
<br />0
<br />3
<br />3
<br />3 1/1
<br />IIOHlZMlJ FUR L0. LEIS THAN ININXIMP .
<br />sollibl" owco ANCHOR! WAGON; of
<br />MULTIM."m 111109" *am ON $pan"
<br />FAI-3
<br />low 111A.
<br />ON=
<br />IN INC VaLLMN FACRIft FOR -
<br />~101m 10 IS POMML stoum
<br />I
<br />a
<br />WACO MAP= us" rACIOR
<br />K UISS THAN WAMM SPACING 00" NOV
<br />AD
<br />0 am
<br />FOR VCH Aloell" Tm IN 7411 904ow
<br />!�� - --- ----
<br />IAM
<br />I E-Z HANG STORM PANEL OHM ON THIS PROMICT EVIMAMI)ON DOCUMENT (P.E.D.) KAS KIN YERIFIED FOR COMPLWOC! 01
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORICA GUILDMIC CODE .
<br />DES" WIND LOADS SHALL BE DETERMINED AS PER SM"" 4620 OF THT ASCAN MENTIONED COOL
<br />FOR A WPM SIM AS REOUNIED By THE "ASWnON;" THESE =11 Kh=Alf&AN0
<br />AND eMr
<br />MR A DIREC110104.11Y FACTOR K0.0.85. USING ASIDE 7- SHALL THE LIM D
<br />0010001 PIICSSUK RATINGS INDICATED ON SHEETS 25 & 26,
<br />IN ORDER TO VERITY THE ADM CONDITION, ULTIMATE "ON WINE LOADS DErIOURNED PER ASCE 7-14
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM SIT 0.5 IN ON" TO
<br />10 COMPAK %UE W/ MAX. ",D) DESIGN PRESSUARE RATINGS INW-M ON SHIEETS 25 & 26.
<br />IN ORDlDt TO VEINFY THAT COMPONENTS AND ANCHORS ON THIS P E.D. AS TESTED WERE NOT OWR STRESS11D. A AM INCREASE
<br />IN ALLOWABLE STRM FOR WINE U)N)S WAS MM USED IN THEIR ANALYSIS. WIENERS SPACING TO WOOD WS BMW
<br />DEl'ERMINED no ACODRDAMCE WITH N.D.S. 2015.
<br />STIORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1929 OF
<br />THE ASKRIE MENTIONED CODE AS PER IVNESITIVITION TESTING LABORATORY. INC. REPDRI 0 1032. AS PROTOOOLS TAS-201,
<br />TAS-20 AM ?AS-203,
<br />INSIDE INIO THE USE OF A LADDER OR I", THIS APPL"TION IS VIND WHEN MIALLAINDAI IS INT104M To K PERFORMED
<br />FROM TW IN= OF STRUCTURE.
<br />3. SERIES 1000 15 APPL� TO SOW AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS FdOUIRED 10 K
<br />PERFORMU) FROM THE 04SM Or STRUCTURE
<br />4. SERIES POO(I INSTALLATION I APPLXADIA TO SINGLE AND DOLW HUNG *0 HIOROONTAL SLOERS STYLE *104DOWS WHEN
<br />INSTALLATION 15 WOUIRED TO OF PERFORMED FROM THE INSIDE OF sTRUCTILRE.
<br />S. ALL XUMINUM DMUSNONS10 BE 60411-16 ALLOY AND TEMPER. (UNUESS OTHERWISE N0tEO0
<br />4. ALL MAUMJM SOW METAL USED AT CLOSURES SHwAU. HAVE 3105-474 ALLAY.
<br />DESIGNATION W/Fy- WA JIM WTER ROLLO).
<br />& ALL SC%VS TO BE STAISNUESS STM 304 00 316 AIS1 SERIES ON CORROSION RCSISIAMT COATED CARBON STEEL AS PER ON
<br />wa's W/ So w Z STRENGINI AND 90 bal TEM3111 STRENOT" k WALL COMPLY IT/ FLORIDA IIUILDIMC CODE SECTION 2411.3.3.6
<br />0. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL. OR AM 3" SERIES STNNLESS STEEL WITH 36 Lai MINIMUM YIELD SIREMOTHL
<br />10. ANCHORS TO WALL SMALL K AS FOLLOWS,
<br />(A) To mm" POURED CoNeffm
<br />i/4*p TAPCoN AmCHM As ~AcruRm vf oxv. vjqw. INC. (MIN. I't-M12 p.ii.)
<br />1/4 . 0 X 7/9' CALK -IN ANCHORS. AS MV#JrACnWD DY DONALT 04. (MIN, VC-41000 Wj
<br />014- 10 PANDA%TE FEMALE 10 h PAMDLIMITE PLUS AMCHM, AS AANNUFACTUM BY CLCO CONSTRUCTION PRODUCT%.
<br />crt-3350 P-.-L)
<br />A.1) MMIMJM EMBIDOMENT OF TAPCOM ANCHORS INTO POURED CONCRETE VOLL Of 1 3/4- AND 2- FOR P*NEUA%n
<br />FEMALE 10 & FANCLAIATE PLUS,
<br />A2) MINA" EMSEDMENT OF 1/4'0 1 7/8' C4Lk-IN ANCHORS SHALL BE 5 7/5" INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FORSH MATERIAL SHALL BE PERMITTED.
<br />1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LON* EMOVOWSHOULD ANY FINISH MATERML. EX15r) TO DICACE 3/4*
<br />)INTO ARCTIC".
<br />A.3) im CASE THAT PRECAST STONE MECAST COMCIIIM PAWLS. OR "RS K rOuNQ ON THE UNIT411I WALL OR
<br />FLOOR. ANCHORS SK44LI BE LOW ENOUGH 10 REACH TIC MAIN STRUCTURE KHIND SUCH PANELS. ANCHORAGE 11,ALL
<br />EX:: A.1) AND 01 A.M.
<br />(0) T13 OCK vwu�
<br />- 1/4- a TAPODN M04M AS ~ACTMO BY IT W. SULDEX INC.
<br />- V4*00 X ?1r QMX-4N AN04ORk AS W"ACTURfO BY DPW INC, (C-1500 Pei,)
<br />- 1 4-t PANEUMATE FEMMZ 0 AM PANDAMIT PLUS ANCHORS, AS MAMPACIURM BY LCO CONSTRUCTION
<br />PRODUCTS (F.-ml ".0 F
<br />"M"
<br />WINING,,
<br />ATM-1
<br />sm". j1r . I'
<br />A,
<br />d.
<br />'X
<br />_cDAll
<br />A
<br />=.$W 40
<br />i�:7 1=7 �,11:.
<br />cm.
<br />(,N's 313r WING, 0%
<br />mywq
<br />REQUIRCI)
<br />'MAU MQMM ItUALLEM
<br />ZLcmm W
<br />SCALE 3/,.,.
<br />9 1) W*lUM DAUMDR OF TAPCOM ANCHM AND PAPIXUA0119 MIALE 10 & PAMELMAU KAM INTO CONCREN
<br />BLOCK SKILL BE 1 1/0
<br />IL2) MINIMUM EMBEDMENT OF 1/410 X 71C CALK-4N ANCHORS SHIALL K 16 710- KID CONCItm.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMIM.
<br />1/4" 0-20 53 WEVALX DOLTS USED SHALL BE LOW DOOKSHOUILD MY FINISH MATERIAL COT) TO
<br />ENGAGE 3/4' INTO ANCHIM
<br />9.3) IN CASE THAT PRECAST STOME, OR PRECAST CONCRETE PANELS K FOUND ON THE DOM% WALL
<br />ANCHONS SHALL K LONG ENOUGH TO REACH THE MAN MmCrulll DET" SucH PANELS ANCHOP"
<br />SHALL W $5 MENTIONED IN 8.1) AND IN 8.2),
<br />(C) ANCHOIRS SMALL BE INSr&LLD FOLLOWING ALL OF THE RECOMMEM[MITIONS AND SPECIFICATIONS OF ME ANCHON'S
<br />MOWACRINER .
<br />It IT PULL BE ?HE RESPONSIBILITY OF THE CONTRACTOR TO VERITY tHE SOUNDNESS Of TOE STRUCTURE WHERE SHUTTER
<br />4 70 BE ATTACHED TO iNSUIRE PROPER ANCHORACL THIS SHVITER $HALL ONLY K ATTACHED TO CONCRETE. BLOCK
<br />OR FRMdE BUILDINGS,
<br />12. W INSTALLATION CONTRACTOR 4 70 SEM./CAUU( ALL VWM COMIADNEW EOM WHICH WA" NJ CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT WW/fWN INTRUSION CAULK AND SEX SHLITIER ITUCKS ALL AROUND FULL
<br />LEIWH.
<br />13 SIM W41. INSTALLMION SHAU COMPLY WITH SPECS IMOKATED IN THIS DRAWING PLUM ANY BUILOPIC AM ZONING
<br />REQUIA71001% PRIMED BY THE JURISDICTION WHERE MW IS APPUM To.
<br />14 At" WINDOW AND Me. I - z HAM Smft PANEL SYSTEM. is plow nun
<br />IS. (a) THIS PRODUCT EVINAKNON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROVIDE
<br />INFORMATION $0111 A SIM VVCIM PR0*CT; 14. WHERE THE Slit CONDITIONS DEVIATE FROM INE kLD,
<br />(b)
<br />THIS DOCUMENT. CONSTRUCTION SAFETY At sm is THE OONTRACIOYS KSPOMSftlry
<br />(0) THIS PRODUCT EVALUATION COCLIMENT WILL 0 OONBIDEW WWALlo IF MODIFIED.
<br />(d) SITE SP[aft PROJECTS SIWL BE POCANIED By A FLORIDA REGISTERED POWER OR ARCww WHICH WILL
<br />BECOME THE ENGINEER OF KCOft (Z.O.R.) FOR THE PAOLIECT Mo 00 WIL. K RESPONSIBLE FOR TIM PROM
<br />VIE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELECA)ED ENGINEER to THE P.E.O. 00mm. SMALL
<br />"MIT To n" LATTER THE SITE SPECIFIC MAIMS; FOR REVIEW
<br />(a) THIS PAM, SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL PONDER OF
<br />RECORD THAT POEFARED ff.
<br />% STORM PANEL WMNACTU1111M LASM 944LL BE LOCATED ON A REACKY VoOLE LOCATION AT STORM RAmM IN
<br />ACCORDANCE WITH SECTIONI 170111.111.3 OF FLORIDA MAILDING CODE ONE LABEL, SHALL BE PLACED MR EVILRY OMD#kM
<br />L490JW TO COMPLY WITH SECTION 1700.9.2 OF THE FLORIDA BUILDING CODE.
<br />"
<br />X
<br />�M,Nlfflvi i0m;iplIM NJ M 4NIX6114q,
<br />PC GUINL
<br />Lh
<br />w"L Mo alm NOUN= ma
<br />-m-L 3/6-1
<br />m omwxmnm IMPAIRMENTS No
<br />Iwo
<br />we AA
<br />IF mum IF Q L "00 aft
<br />0"�'ms 2L G"
<br />ilwicon Ow K
<br />CMIN Am few it SUIT A",
<br />La. - am wom
<br />ml w"CIQL!
<br />own m
<br />LUC 0
<br />KAUL MR"
<br />Q�A
<br />E= TO cuma mcpI"a Imiff. mugm-ow mamma Dw.
<br />:M4.
<br />5 NJ N an_pj
<br />omw_: - i
<br />�- 9F.9r
<br />cn
<br />>
<br />2
<br />C
<br />0
<br />0
<br />cu
<br />CD
<br />M
<br />-cu
<br />cn
<br />a
<br />0
<br />cu
<br />m
<br />>
<br />AQ
<br />-0
<br />E
<br />c-
<br />I---o
<br />m
<br />-+0_
<br />. =
<br />.6220
<br />(n
<br />a-
<br /><
<br />z
<br />z
<br />w
<br />mi
<br />C112
<br />IT
<br />vp
<br />A!
<br />op
<br />2
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<br />m
<br />CL.
<br />cn
<br />U)
<br />cu
<br />0
<br />U)
<br />(D
<br />co
<br />0
<br />L)
<br />C/)
<br />cu
<br />Lu
<br />z
<br />z
<br />a -
<br />SHEET NO.
<br />SH 1.2
<br />
|