|
MIOUNLM AS*
<br />*".a. _73J
<br />W OR LESS
<br />soLm
<br />a
<br />-SSUOL -75.3
<br />711' OR LESS
<br />2?,10-
<br />Kxqm.
<br />CA 4`W
<br />-x 'I'll Va.: 0:,11 I 11FI 4 1 W.;.:: � i4#4111
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<br />M&PA ANCHORS WW4M MR C. IL Ilr -
<br />APPLICABLE TO
<br />soc"m IF a
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<br />V*)N" "Amm.
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<br />ONA-01
<br />ropeLum Rules 0
<br />Pwinan PLUS
<br />To CONCIrm
<br />10 COROM
<br />70
<br />m cmcwm
<br />SLOCK
<br />w cmemm
<br />MAN
<br />"/A
<br />12*
<br />MIA
<br />121
<br />N/A
<br />12'
<br />N/A
<br />V A r (TOP)
<br />t3'*
<br />Icr
<br />3.
<br />1.
<br />zm I*
<br />70, ON LESS
<br />Ir
<br />3-
<br />Ir
<br />1.
<br />1.
<br />1.
<br />a,
<br />I am)
<br />M/A
<br />N/A
<br />K/A
<br />N/A
<br />M/A
<br />N/A
<br />U i/2'
<br />t(BOTTOM)
<br />4,B&O. -7b,3
<br />7'
<br />N/A
<br />51/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />12*
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />N/A
<br />3' (BOTTOM)
<br />iN/A
<br />.
<br />N/A
<br />12,
<br />N/A
<br />=12'o
<br />12,
<br />MIA
<br />12-
<br />N/A
<br />It"
<br />1/2
<br />12*
<br />it"
<br />-
<br />* I*= 10 wo W. &S.D. OEM PPVMM RATING
<br />A KIE SM 20 FOR fAC4M TYPE Ar SPACING MR NWOAAnONS INTO WOOD
<br />FWAIE BULDpa
<br />"M" now ova" AND woum OK owmm An mww ON INS
<br />IDNEIRILL FOR La LESS "M 1141011COND ON Sb4DALl PWJM ANCHOR SIMONG
<br />IN MuLwtvm SPOM immm am smuu BY THE rawom FACT= me
<br />INS OPOUMN 10 K POMBKF4 MM MCM WOOD tWG FACTOR SH%U
<br />MftW S%AMW OMTED #0 EACH MCI= TYPE A?
<br />wm
<br />W. memo Oman 0.)
<br />3
<br />3
<br />J,n
<br />3.
<br />4
<br />WJL th pm =MR
<br />r
<br />IAO
<br />.0
<br />2 I/r
<br />IAO
<br />+ wwm N.A. OWAOM Kram BOTTOM OF PANEL AND (1) TO It 1/2' + + *WLMM Ift� DISTANCE WrMN DOWN OF PAM
<br />AW T 10 K! 31ir
<br />COMPONENTS FOR REGULAR, UFE SAFETY & E-Z HMG STORM PANEL SYSTEMS
<br />(SCALE 1/2-I-)
<br />TMAL WIDTH) -------- I(Error"llit WIDTH) 11w I.Sw DART Iff K%WtKM
<br />I0,024' kft THICK 6 ck%naw STED, aASIA ABU "P. t24 )Or .250^ 2.iW I9942 so C-se ONLY. COAL A STORM PANEL PANELS swu K mornum AUWff% 09TAL A .-2mr- 'Now Lin to mw w, w'ao
<br />AT 00 AT LEFT SCE OF ?AM "Ir HEAM 'F' TRACK AK01 WIN SM
<br />OA)24' (111111.)
<br />TYP_ TOP met
<br />or PNfQL "IVAN= SIM
<br />I DO Lp ANNE, _ - W/ L I0. 0.3 0.2wo
<br />1 4 ! or &6251 Ieu7w .3.59 t IOR 2.250*- iSMEM VIEW MAIL A L RDLPNM CO"M 0 CNN OF PANELS END UP W/ HDAMED EDGE. 'e"i
<br />-2.378* 7v TV, sormm
<br />[DOE Of PAWEL ACALA
<br />9EY WXE WASM 3.7W .072, 31105-HIS4 ALUM, ALUDY ffY NOLE AT PANEL UTIAlis UMIAMN IF SUICK 100% 6 I 125' ONLY WMA) FOR $WMIAM4 INTO
<br />I(rill".) NOR) I"kocrm
<br />2.0w 3,750
<br />2-ow L lie -0, IREM '14" HEAM _f --I, UK To V .1" @ p"m mmm
<br />WM)
<br />(USIE ONLY MR K-Z HANG STORM PANEL
<br />.06 SYSTEM) 111063-TS ALUM. ALLOY
<br />r r"O" FLORIDA BUILDING CODE (Non Mah veladitv 1"WU one Son rNO.i4411S7 ItIm m F.P.
<br />24 OAK OALVANIM STEEL STORM Pma WAN m
<br />ISTATE F pp W/37/SM
<br />20 SECTIONS 00mm, LLC. -
<br />MP1 mom MOTECTION AW1. at In. =14
<br />(")Mo-764& on OW)OP4fM 20-175
<br />@guiLp-ouT "Irl 111111-0-Olff FIFO @ a (go *"HMO WLWNUT omm" -
<br />TRACK AN= (ZAMAC 3 ALLOY) P& WALlPhMW-OR/Wn MW I IN Is
<br />ALTERNATE COMO"
<br />ANOWAS LOCATION
<br />-�ki: SoNux" ON
<br />vusrw. Pam GOCKTI--
<br />DOSM4 POURED CONC"
<br />IRIEM 9 THROUGH 10)
<br />OR CONCRETE BLOCK
<br />SHUTS I THROUGH 4
<br />OR CONCRETE BLOCK
<br />WIOLNM
<br />KOMD.
<br />Towit LIM
<br />(" A4CNM
<br />(SEE 30frow" 04
<br />SHEETS 9 THROUGH I
<br />SAM
<br />K4
<br />1/4- mi. is e/
<br />MAIL
<br />CONCRETE ANCHOIRS
<br />($a sc ON
<br />In- Oc
<br />T__
<br />THROUGH 10)�
<br />PANEL LENGTH
<br />L
<br />Will.
<br />(Sm SCHEDULE
<br />ON SHUT 3-
<br />TO CLASS
<br />(SEE SCHEDULE
<br />ON swir
<br />11 9 a 10
<br />soam" am
<br />am SHM 3)
<br />1 SPICEIR
<br />PANEL UOWIHI
<br />Sim aOV
<br />ION
<br />(SEE SCHEDULE
<br />SHEIET 3)
<br />emm LENGTH
<br />(SEE SCHEDULE
<br />IOFF
<br />SWET
<br />3)
<br />TO CLASS, SCHEDULE
<br />Box
<br />ON SHUT 3)
<br />OF
<br />"111
<br />wx
<br />...... t
<br />SPACCR_
<br />E. LENGTH
<br />or V
<br />mr
<br />- ---- ------- -
<br />CONCRETE
<br />wr .
<br />CONCRETE ANCHORS
<br />SCHrD_
<br />CFOSnNc Poum
<br />OF W" on sm
<br />$HEM 9 THROUGH 10)
<br />I -
<br />SHEM 9 "ftouw toy
<br />2 I/r LONG MAIL "Mum
<br />coucwm
<br />peotmto
<br />W COWTON)
<br />D.C. VALO FOR
<br />At LEADS AM PANEL
<br />_VMI"
<br />.V%D CONCIBETE LOCK
<br />Dorm
<br />Lvov" PER SHUT 3.
<br />CONCRETE
<br />REOL4=.
<br />0.
<br />I MAX, I" ALUMPAW SPACERS III
<br />E-0
<br />1; 1/2- Oz SU VA" p ON
<br />1)
<br />01MEMO rmmyA 10)
<br />SHEM I &
<br />MUNG
<br />NaWING
<br />AULD;za
<br />;
<br />WALL MOUNMG JQIUZ Mffltq
<br />qm,p
<br />WSPACERS rM Oft
<br />Yo. 44167 am SAM mc- 24 OAK GALVANIZED STEEL STOI!M PANEL rik
<br />Pftootm LLC. WE 0 GLOBAL PRORCTION UM.
<br />FOB COMBINATION QE_3f&jM; Mr -co... \
<br />ED. EDGE INSTANICE MIL L al IN In=
<br />(SEE SCHEDULE ON Top & BOTTOM MOUNTINGS CAN BE &VAL R. 33N4
<br />SHUTS 2 a 10) COMBINED IN ANY WAY TO SUIT ANY now. pw4wil-ma. VAL "k)"""? 20-175
<br />OWALLATION. C.4wis 21EF o�sw
<br />OLT A. 19:Lk 11 Imp is Or to
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELM
<br />INTO EXISTING WOOD STRUCTURES
<br />I(3) ". 21*41 WOOD
<br />F4-. LG Splun 0 S. OrC W/ WOOD HILADER� WADER OCCUPIED
<br />In- W� THREADED PENETRATION FLAT OR ON ou
<br />wm C-L &US. 0 E4 END OrQD 4, EA END or 0 4'0 LAC VCFAM 0 5- 0,C, W/
<br />V-n 4' FINIS IMEMIC) KWWJM
<br />A's. / emsim WOOD HEAD".
<br />w#4 NUT 3/371 or ClAw (7109.) Imom" ol rMT CD 6 rA ew w (sm a
<br />C4 tto QUAL TO is' o.c WING. &.4 WAP -2=. TO OLAn t17 -7 Ifflow) 11 1/2- ac L ,ED 1;�� e "I 04 ON MOZ f1c). Well"
<br />low U4 SCROWS V ..C. 100I, 14READED PENETRATION
<br />It
<br />FUN OR ON ALTEMMVIM V W ME Ni TANUI A11% MOP SCALE 1/4".1- PLATE WEGUFF" nAT
<br />AMRNAlly- I0 GERING idOUNTING
<br />]N!FrALLATIC
<br />g"TIVE 3 1w
<br />61STALIATIONS ARE QNLY YAM Loll" UFF To .efta, _,S 3 DO AND UP
<br />I IFOR HE* 111000 FKWI CONSTRUCTMCnMEVat�*5 TO K sourms" LEPOK No. I w/ SPECIFIC oudw or COLA L, % No. 4 157 AT 100 AS vnpmt shm oN STA OF It ok TERNATM TOP NfADn L7i ME C O..r
<br />Bottom wGUNTIFFOS Cm commw All ANY ON A AMC" N WXV Still ANY INSTALLATION, 10" i/4 . I' mc*s sPow" to P1. WAL1NQNFT%JF1LftFIE ck-OwIls
<br />I 7= &I" 101,
<br />MAXIM M PANEL LENGTH
<br />.L+y OR -L-' (ft.) 0
<br />MAX"* A�"�
<br />MM"
<br />PREMISE MUM
<br />(p.l.t.) 0 - -)
<br />CONGNM a WOOD
<br />SWALLAWN t
<br />no
<br />III-W
<br />121-0,
<br />ISO
<br />ft'-o*
<br />4"
<br />W-1,
<br />410
<br />I' -a*
<br />8,-r
<br />-no
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<br />r-J,
<br />r-71
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<br />47--r
<br />FOOLO
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<br />Ifto
<br />flap
<br />II&O
<br />I IRS
<br />20ME PANELS rn
<br />DID WITH I am DIRECT MOUNTED AT CAM SIN
<br />MAXIMUM PANEL LENGTH o
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM &S.O.
<br />OEM
<br />PPN3WJK PAT=
<br />(P�I-) (+
<br />OONCRM a wow
<br />INSTALLATIONS t
<br />240
<br />14, 4*
<br />W-O'
<br />Jav
<br />01--r
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<br />Jqso
<br />W-10,
<br />t'-#*
<br />_400
<br />Ia8--r
<br />?'-O'
<br />r-s*
<br />10.0
<br />70.0
<br />sav
<br />71-0,
<br />61-31
<br />Sao
<br />gap
<br />Mo
<br />1=0
<br />81-il
<br />Mo
<br />110.0
<br />MAXNW
<br />PANEL L04M
<br />(11)
<br />Neff" StIM"T" TO wm samm"
<br />WOO SPEED 170 ".h
<br />WIND SPUD 170 -0-h
<br />winimmic
<br />30 OR LESS
<br />1.
<br />1*
<br />S,
<br />61/4-
<br />�13 To to
<br />�90 TO to
<br />/21
<br />7 11r
<br />+
<br />7 1/2"
<br />MINHM EMEL IF
<br />WJKD-W
<br />Illicit
<br />opw
<br />-SML
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<br />BOTTOM
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<br />1.
<br />1.
<br />35,
<br />I ,
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<br />'XIS' STUD, ANOLC
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<br />32"
<br />32*
<br />1 42'
<br />3r
<br />1.
<br />TRADIF,
<br />4r
<br />07'
<br />Be
<br />1.
<br />w
<br />32-
<br />32-
<br />Ss-
<br />I w
<br />5wr
<br />IV WE
<br />SW
<br />1 32"
<br />32
<br />W
<br />W
<br />W
<br />D.M.-O. @-0
<br />2/4
<br />Me2walls Ism SCHEDULE am
<br />HIIADER awroLwn
<br />2 11%, w
<br />1/-*O LAS Sm" 0 61 ar e/
<br />In, IN,, nowAm PcNrmrAN
<br />otsym "m HEAVEN.
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<br />c. 44 0 1
<br />w 4 0-fA. 0 m Door 4D
<br />OrlA& I/Im a
<br />7T
<br />7/r.3/32*
<br />oc,
<br />114- LAO SUFFERS 0 11- 0 C. W/
<br />I la;& 0
<br />LAY OR ON [DOE
<br />Bull %89 OF INa
<br />RRWAM-w
<br />SCALC 1/6--t.
<br />jk,1/4, 3/4, 4/5. 5/5 & 6/5
<br />-PPIW/6, 2W/6. 3W/7 & 4W/7
<br />3' MAX
<br />71. ML 6I 7-r-r r r 7-r- I
<br />UNBOLTED PAWLS
<br />M_& MET W/ EA. OVERLAP!
<br />(SEE ONS AS
<br />A
<br />WIN.
<br />, 4/5. !;/ ' um,
<br />1/4. 3/4, -i-k iji5
<br />2/4
<br />*iw/s. 2WIG. 3W/7 & 4W/7
<br />L --mcooft; (SEE SCKM" ON "ETS 1,
<br />10 AT 0- - ----
<br />REGULAR STORM PANEL
<br />Z.Or N.T.S.
<br />nIELEVATION /4- Me GAP
<br />0~ -1 om w"m
<br />ci)
<br />00) L*: :4kr"
<br />PA� MR A GLEN POSITIVE A". DOM LOAD.
<br />PNEL no A OFFER NCCATMIT A&Q. DCSW LCIA
<br />(2) TO DETERMINE umm Fwdx L04oft
<br />OWN A PDWM 0,10. OEM" UM DEMRMW VAWAN PAML LOGIN *L-' FROM SIGNODULE,
<br />OFFER A NMTPA A.U. DESIGN LOAD. KWAINE MAXIMUM FINAL h#XMW NAJOWM PANEL LOWN is ED^ to THE
<br />BETWEEN 'L*' AM *L-.
<br />(S) SEE SOMILL OEM FOR MO. PANIC. W40FM FOR POROSITY CUAILIFICATION,
<br />f OWNIAMO OM WOW ABC UWM 10 I 95 alt MAX k3b, BMW PRESSURE ItAVig
<br />OR= unm W- 24 "Of G&VAKIED STEEL STORM PANEL 110i c o mom pnoym7m Pnmcm uc. IATE or 0 II
<br />INSTALLATION DETAILS FO REGULAR PANEL Q
<br />INTO WOOD STRUCTURES . ..... 7, I
<br />SEPARATION
<br />JT
<br />TO CLASS.
<br />(SET SCHEDULE SCHEDULE ON 9
<br />SHM I 1)
<br />PAWL LENGTH
<br />wow WA (SEE SCNEMI
<br />REQUIRED (Sa SCHEDULE ON SHEIT I 1. FOR
<br />It 1/4, INNACER Qp
<br />SHM 11)
<br />40 VACM_ OF
<br />/2' IJ1
<br />I7,
<br />WOOD HEADW_ r rof
<br />REQUIRED to
<br />7 VMUM ALUMINUM PACE" 0 12 1/2*
<br />Limu D.C. (SCE I 3"m I Ij
<br />-!WKA GNR UWTAT06
<br />a".
<br />"v MAX. I 1/2' LOW SUIRYIES,
<br />SEPWIRAMN MAX.
<br />To GLAW PANEL PANEL LENGTH (SEE ScWVw LENGTH (SEE SCHEDULE ON SHUT 3) -PAM MATIL fTUAUE 0 OR PANEL. MATE
<br />(SU spitma
<br />am SHUT 3) ON SHUT 3) I
<br />To PLATE AIMIRED
<br />CAASS (SEE scmcDULE - 1 --q) QJRECT WOLW Wj SPAVER jj
<br />r ON SHEET 3) 1 ALTIMMAIM INI.
<br />r
<br />77
<br />SEE TWAO�Ajl ON SHUT 11 FOR MAX. PAWLIL UNOTHIS III,
<br />0 12 1/2' CA;. TW INSTALLATION.
<br />1 Itax k .0 OMM LOADS FOR
<br />or SO
<br />It
<br />0 12 1/2' O-C
<br />OODANCHORS I$TASK= W/ sm OWES TIA aw BE I lIr Lows r
<br />ON
<br />msc;"
<br />pnmvmm a IN= 10 A ONE vwLw= WIN I
<br />11100 We NOW �
<br />2',4' wow 4 Ima� Now IF OUM NYWON
<br />;:"W PLATE REQUINM SUD I- MR. wommatom TO wu WOOD (2) maim am Tim a fAvi��mm 4 a F, - IVa =WnsmjALC a ON
<br />powwa"w K AT
<br />S111"AWS ARE
<br />(SEE SOMLE ON I:iF:CLUNM (M 8 A UPOMM INDIA IS 'Ir U, SPAUN
<br />cwm
<br />sm" I I) imm 6).
<br />(1) WA" An oom mow" 34 OK FIAIL WON a I"= to w At "N am"
<br />mand 2 .00. -0 i-I. wx
<br />=
<br />DO Kamm romm Awn Loom 8 WALI- M moulty OHM it).
<br />yr Low WAOM -am mw %!= a OCR= ON
<br />SA No ONLY
<br />wouirnma (3) 1, Z 3 As BY
<br />mj� 1w t-iws imomme we THE Mo cm 1=01, "rnAw
<br />wAr 3/"'- WMLOM WILS, ONLY FOR Oft Kowa ONE
<br />goin 1. I a 3 on Isls.GL
<br />FLOM BUILDING CODE (Non High Velocity WIN one Zontf)l
<br />1. INSTALLATION ARE ONLY VALID FOR MAX, A.SLO. extim, SAM w-
<br />OF SECTIONS: No. 44167 24 UDE GALVANIM STEEL $MO PANEL
<br />r&NIMM
<br />NOTE MR DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS
<br />Top & BOTTOM MOUNITINGS CAN 13E As IFER SCHEDULES ON SHEET 3 (EXCEPT FOR GLOBAL. Pwmcnom Mwwjm. Lw. TATE O�� - WE,
<br />Z�Tl �TEC 0
<br />COMBINED IN MY WAY TO SUIT AW ALTERNATE 2W) sww
<br />INSTALLATION, 20-175
<br />'!�
<br />TO BE SOUTHERN PINE No 2, W1 SPECIFIC 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWN" ft.
<br />MCMBERS
<br />DENSITY OF 0.55 OR EGUAL Jr, KL 40 am 0 0 is
<br />I ZSM 21U,14-0 TA I STOMAT PANEL SmMk ON THIS PRODUCT rAALUA1XW1 DOCUMENT (PILD) HAS KEN VERIFIED MR COMIUWA #4 MCO11DMFCE /4 0 TAPOON ANCHORS, AS "WAAMUND BY f.T.W SUILDEN, W-
<br />" THE 2020 (Ith LOTION) or THE FLOFIREA, MUCING GCOL INTO STORM FARM SHAU NOT K INSTALLED AT H04 J14-10 PANCUFATIE F0041 IV AND PANOALATE PLUS ANClOft AS MAIV)PACTURED BY ELM CONSTRUCTION PRODUCTS -
<br />VELOCITY NUISROW ZONES DAMMI-OM I MWWW COUAI 1/4'0 LAC ScRm I* N.0 �j
<br />DESIGN WOO LOW SHALL It DETERMINED AS NEW SECTION *0 OF THE ABOVE MICIVIONED COOE. FOR A BASIC WOOD 5/5' WOOD SUSHING. AS DISTRIBUTED SIT ALL PQIAT SCREW. BW & SPECIALTY 00.
<br />Sp AS REQUIRED By THE jUpsoCnow WHERE STORM PANEL WILL BE INSTALLED AM FOR A DIRECTIONA"ri FACTOR
<br />ILD-043, USING ASCE 7-16 AND SMAU MO EXCEED THE MAXIMUM (45.0) DESIGN PRMFRC WKS INDICATED ON SHEETS C 1) k"M THREADED PENETRATION INTO WOOD OF TAPCON NICIONS SHALL BE I 1/7' AM 2* FOR ILCO PANELMAIE PLUS
<br />3. 9 THRU 12 A 17. 14. AND PAMELMALE IIEMAUE ID
<br />In ORDER TO VERTAY THE ADM CONDITION, ULTIMATE DESIGN WIND LOWS WPOWNED PER ASCE 7-14 9*1 HE FIRST
<br />REOUNCED TO A.S.0, DES" pWASuff KAIIING my MULTPLYWG THEM BY 0 6 IN OMER TO CO~ THESE *1 MAX (AA 0) C 2) Meamum y"W= PuREMIM or LAC SCREW. INTO THE WOW FRMOE UNIT SHALL BE 1 1/2- NO THREADED
<br />GESO.m PRESSURE RATIM INDICATIOD ON SHEETS 3. 9 THRU 12 OF 17. IS. PCNETIRATFON INTO SIUCCG SHALL K CONSIDERED AS PAW Of THE ROOMED THREADED PENETRATION
<br />N CON" TO YERIFY THAI ANCHM ON THIS P.E.0 AS TESTED WERE NOT OVER ISTRIESSCO, A 331 INCREASE PI ALIJOWASUL
<br />STRESS rom WIND Uv0$ 04 = USED IN THOR ANALnM FASTENERS SPACING TO WOOD RAS SUN DMMM#M iN C-3) F4AmpjM COX DISTANCE OF LAG SCREWS, OFIC) WOOD SHALL BIT AS INDICATED IN THIS ORNIAW
<br />ACCOROANCE.11" N.03 2010 -20 SCRM USED $HALL BE I llr 1.404 MPO"
<br />ITORM PANEL 5 ACIEQUALV TOP IMPACT AND WHO REMANCE HAS KEN VaRrIED IN ACCORDANCE WITH SECTION IWD- 1 -2 OF C.4) MINIMUM PENEM110141 OF Mou BUSHING 9*1 BE 3/r 1/4* 0
<br />THE ABOVE MENTIONED CODE AS I" AMICRICAN TEST LAB Of SOUTH FLOPOK REPORTS POSIT4.01-01 AND #0219,02-09, AS SHOULD STUCCD EXIST, NO 1* MINIMUM FOR WAIAS WITH NO SIUCCO,
<br />pEp SSTO , 2-" a ASM C 330-02 STANDARDS, Amu AMERICAN CESTING Lie SOUTH FLORIDA REPORT 01173,01-1 0 AS PCIR C.S) ON CASC tK41 pRUASr &IONS, OR pAtCAW CONCRETE PANELS, STUCCO 00 WcCc 900= BE FOUND ON r4c Exismo
<br />tAS-201 00 VAS-20 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN WAIFOANXX W/ SECTION 106 Or 14E WAU. ANrHM SHALL K LONG ENDUCH To REACH THE MAIN STINUCTIONE BEHINID SUCH PANELS.
<br />FLORIDA BUILDING CO" ANCHORAce sNAU. BE As MeMONFED IN c 1). C 2) at C.4)
<br />Z� ALL ALLAW" EXTRUSIONS 70 BE 8063-70 ALLCY AND TEMPER (UNLESS OTHE"mr NOTED) SEC WHIECT 2 t0) ANCHO" $HALL OF 01FITTALLED fOUM"W ALL OF INIF RECOMMENDATIONS AND SPCW�CAYDWS OF THE ANCHOR'S MANUFACTURER-
<br />3 ALL ALUMINUM SHUT METAL UM At CLOSURES SHALI. HAvE 3105-MI4 ALLOY 8 PANELS MAY ALSO IS INSTALLED HORIZONEALLY FOLLOWING INSTALLATION DETAILS SHOWN 04 SIECION I THROUGH 5 (SWETS 4
<br />4 ALL STEEL 94M METAL PANELS SMALL H06W STRUCTURAL DUALITY STUL ASTN A-653 GRAM So MOAMUM- G-Ro GALVANIZED INROUGH 5) EXCEPT THAT "VOCIIISO A ao SHALL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 931 h* (01" ROULED) 9. IT SHALL K INE RESPONSIBILITY OF THE CONTRACTOR TO W*FY THE SOUNDNESS Or THE "hXnft WHERE S"UnER IS TO BE
<br />ATTACHED M INSURE PROPER ANC"ORWA. INS SHUTTER SK41L ONLY BE ATTACHED TO CONCRETE, BLOCK ON WOW FRAW
<br />5, ALL SCREWS 10 BE STAINLESS STEEL 3G4 OR 31$ AFSI SERIES OR CORROSION RESISTANT COAMED CARBON STILL AS PEI, ON BUILDINGS.
<br />50016 W/ So W YIELU STRENGTH AND W ko TENSILE STRENGTH AND SHAku. COMPL W1 nMMM BL*Dm CODE SECTION
<br />2411-3.J.4. 1 0, EACH REGULAR STDRIA PANEL WITH LENGTHS OWN 90'. AS PER SECTIONS I, 2, 4. A. 6 AND ALTERNATNES IW. 3W & 4W ON
<br />a SHEETS A. S. 6 A 7 MaCTNELY N`Vr A AIN Ow" OR Twomn To
<br />BOLTS TO IN ASTM A-307 GAILYANIZED STEEL OFF AM 304 SERIES STAINLESS STEEL. WITH 36 W QWRMUM TIED STRENGTH SECURE PANELS WITH tAIRS UWMENT OURPIG14=D1 �=M==C!FIBTRLFCTRFC
<br />7 ANCHORS 10 WALL SKAUL BE AS POILILOWS I 1. THE INSTALLATION CONTRACTOR IS TO SEAJJCAULx ALL 3HUTTER COMPONENT EGOES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE &ADM to PREVENT Woulamrs wmusm
<br />(A) 12, SfM PANEL INSTALLATION 94ALL COMPLY Wit" SPECS MICAIW IN INDS DRAWING PLUS ANY EFUROM AM ZONING REGULATIONS
<br />1/4* 0 TAPCON ANCHM AS MANUFACTURED BY IJ,W. BUILD". WC (Wo. I*c-3192 PROVIDED 13Y THE AIMSENCTION WHERC PERMIT IS APPUED TO.
<br />1/4' & . 7/6' CALK-im ANCHM. AS MANUFACTURED BY OEWALI 04C
<br />1/4-0,v 3/A' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALI POWT SCREW, DOLT & SPEClALTY CO 13 I.) INS PRODUCT EVALLIATION OOCUMENT (P.COJ PRDFNREG Of IF" 01GINCEIR IS GENERIC AND GOES "OFF PROME W-~tm
<br />(m. .3000 P1.) " A SITE SPECIFIC MAKUM, Le WHERE THE SITE COMIXIMONS DEAM PACtm THE PC 0
<br />J14-10 PAWLINATIF FEMALE 10 & PAkEUMATE PLUS ANICHOIRS, AS MANUIPACTURED BY ELCO CGW*LC" PRODUCTS. Lin Arm P
<br />1/4"O ZAAMC MVJN ANCHORS, AS MANUFACTURED Of OMLI. INC (b) CONTRACTOR TO BE MM-MMU FOR THE S=WN. PURCHASE AND WMALLATION IMCULFDMG S Or THIS ROOLFCT
<br />BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE COmXrmS DE11*11" ON M DOCUMENT
<br />A 1) MIMUM ENV - - MR ELCO PANELMAII. CONSYRUCTIKIN SAFETY AT SITE IS THE CONTRACTOR'S RESPO"*Urf
<br />EOMENT, OF TApCOW ANCHOR$ INTO POURED CONCRETE 94ALL ft 1 3/4. 2
<br />0 3/4- FOR ZA" HAFUN ANc"O"s TIRE PRODUCT EVALUATION! DOCUMENT WILL K CONSIDERED vFmAuG IF WOM
<br />A.2) CALX-tN A SOUD-SET ANCHONS WAL K EMBEDDED JF/15' INTO THE POILAW CONCRETE NO EMBEDMENT NYC
<br />STUOCO 9*1 K IFFISMITTED. 1/4* 0-20 SCREWS; USED WILL K 1 1/2' LONG WOMUM SHOULD Sv= EXIST- (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED D4ftTR 001 ARCHITECT WHICH WILL BECOME It*
<br />AND I' MINIMUM FOR WALLS WITH! No STUCCO. AND MAY K HEADED SCAM OR ALL THIREADED SCRENS W/O HEAD- ENGINEER OF RECORD (t O.R.) FOR THE PRMCT AND WHO WILL WE RMQ&4Ml FOR THE
<br />No WIN WAG NUIS PROM USE OF ?HE P LO, DIGNOW OF REOOM ACTING AS A DELIECATED DOWER TO THE
<br />P.C.D ENOWER. 91ALL SANO TO THIS LAVER THE SITE SPEC" O"WINGS FOR RVArw
<br />A3) 0 CAR THAT PRECAST STONE. PRECAST CONCRIVIC PANELS, PAVERS. MOCC Oft WOOD 9DAmix K 0OUND ON THE
<br />EXISTING: WALL OR FLOOR. ANCHORS SHALL BE LONG DIOUG14 TO REACH THE MAN STRUCTURE KIW#O SUCH PANELS (a) THIS PLO. VAL KAR THE DATE 00 ORIGINAL SEAL AM SIGNATURIL OF THE PROFFE5310ft
<br />ANCHORAGE SHN.L BE AS MENTIOWU IN & 0 *0 IN &2) ENGINEER OF ACCORD THAT PREPARED IT
<br />I4. ;Z��M~ BE LOCATED. ON A READILY VISIBLE LOCATION AT STIORM
<br />(0) TO-aums-I CIE CTION I 709.9 2 Or FLORIDA &� COM ONE LABEL
<br />1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I I IF MADEX. IW- SHALL BE PLACED FDA VKRY OPENING LABELING TO COMPLY "IN SECTION 17091.3 OF THE
<br />1/4, ?ns- CALN-lm ANCHORS. AS MAFFUFACTURCD BY DMALT. INC. FLOROA BUILDING COOC.
<br />SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINIT SCRVX. 1FOLT At SPECIALTY CO
<br />ft - 10 PAWINIAIE FIDAAUF 0 Mo PAAICLMATIE PLUS ANCHOR& AS MANUFACTURED Off ELOO CONSTRUCIION P it
<br />t/4- 0 ZAMAC W" ANCHORS. AS MANUFACTURED By OEWAU- NC A...
<br />... .......... 91) MINIMUM fAIDEOMENT OF TAPCON ANCHOOK ELCO PANEUlUTCS AND ZAMAC MNUN ANCHOR. INTO THE %NC E Come BOCKUITFLORIDA 9"ING CODE (Mon Man V010"011Y 9.2) CAL9-W & SOUD-SET ANCHM SHAILL BE CMSCOOFD 71r INTO THE CONCRETE SLOCK UNIT. ND %,44 7 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO SMALL K FOUTn*. 1/4' 020 SCAM USED SHALL K I 1/2' LONG k"MILAW SHOULD clust. * - W/O/
<br />AND I* MINIMUM FOR WALLS WITH NO STUCCO STATE 111FIRCO 111141 GLOBAL. PwmcTION PRwwm Uc. AM 11k. 01 S-W
<br />9,3) #4 CASE THAT pREcW svcNL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 080AMFOMS BE FOU am - & INIM. `� =I.
<br />IET%- "kMl�-78416 M ONH)We"
<br />EXISTrING WALL ANCHOM SHALL BE LONG ENOUGH to IWAG" THE MAIN SYRUICIURC BEHIND SUCH P 20-1
<br />GROWN
<br />ANCHORAGE SMALL BE 03 MENTIONED IN B. 1) AND IN 9 2) 11"i M. in-ligill 00 0 1=
<br />CONCRETE ANCHORS cog SCHEDULE ON
<br />SHUTS 9 rraounN 10)
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />.POI�GONCRCTE __= PQUFFIED CONCRETE
<br />CONCRETE BUCCK
<br />114OUNIED REDUOM�
<br />COkO= ANCHORS
<br />Diff SCHEDULE ON EXISTING POURED
<br />SHIM 9 THROUGH-- CONCRETE OR
<br />I , -4 cmcpm @Ev__ (2')
<br />;F-
<br />I SEPARATION
<br />to culss, t
<br />NK ill so&
<br />(SEE SCHEDULE I
<br />UMN L a All IRN,
<br />ON SHUT S)
<br />PAM LENVTR
<br />(S" SCHEDULE
<br />ON D*rt 3)
<br />Comm mcmes (SU SCHEDULE ON SHUTS I T7
<br />OF V
<br />Mo.
<br />OX"
<br />C. D
<br />I
<br />IC.,
<br />Its, ks w/ NO
<br />min LEG LOCATION
<br />ALTERNATE CONCR11719� ANCHORIS
<br />(IMEE SCHOW Ow
<br />SHEETS I THROUGH 10)
<br />LO, - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOKINTINGS CAN BE
<br />SHEETS 9 AT 10) COMBINED IN ANY WAY TO SUIT ANY
<br />iW&LATION.
<br />4w
<br />1/4* RCWJM I
<br />CONCRETE M04M S 110) (SU SCHEDULE ON SHUTS 9 THROUGH To)
<br />EEON
<br />SHUT 3)
<br />PANEL LENGTH
<br />14
<br />TOM SOWDUIUC
<br />ON SHW 3)
<br />SON
<br />or IV MAX.
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<br />BLOCK
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<br />SHEETS 9 THROUGH 10)
<br />SrA1 3,0111-1
<br />(D
<br />PANEL LEWIN
<br />(SCIE SCHEDULE
<br />ON sm 3)
<br />CONCRETE (SEE scim" ON SHUYS 11 YMOMM" OKI(*" sow
<br />EXISTING POURED CONCRETE
<br />I-AMMATU at CONCRETE mum
<br />ARE USED. REQUOM
<br />_T1 I all 11"
<br />WA ii - J.11
<br />wikimii"
<br />INSTALLATION
<br />DETAILS FOR REGULAR
<br />PANEL (1j) INTO
<br />WOO
<br />ATM
<br />7
<br />DEIFIED w Dow Oft
<br />0 TO
<br />SHUVLA lum OCKM ALTERNiAn wm McHm- (SEE ST:WUI1 ON
<br />Ec_.�'
<br />"W"W" -n
<br />UTto
<br />Ill Oft
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<br />MICHONS
<br />OR
<br />(SEE SO4EDM
<br />sow I 1)
<br />_15EFFAIRTION T1 ol�
<br />.VS7
<br />ON %MEET 3) I
<br />Min SO-ARAT04
<br />(SCX_ SCHEDULE ON
<br />TO GLASS
<br />SHEET 3)
<br />v 'MAX
<br />4
<br />PANEL LOOM
<br />"LOOTH
<br />f
<br />(m so""
<br />PA4'&
<br />(SEE SCHEDULE
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<br />ON SWIT 3)
<br />ON sw 3)
<br />'L,
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<br />I
<br />Or
<br />or V
<br />A0
<br />Mo.
<br />12 1/2' D.C.
<br />rwm
<br />C;REQUIRED
<br />WOOD ANCHDRIS (SEE SCHEDULE ON 4-
<br />a=
<br />NOTE FOR COMIMMATIOM OF SECTIONS: 1. INSIALLATTON ARE ONLY VALID FOR MAX. A.S.0
<br />Top k BOTTOM moUmTINGS CAN BE DESIGN PRESSURE RATING
<br />COMBINED IN ANY WAY TO SUIT AW , PER .M.L, ON .,�ja,%AND PANEL LENGTHS
<br />INISTALLATIDN. 2. FOR %V WOOD FRAMIE CONSTRUCTION: WOOD
<br />MEMBERS 70 BE SOUTHEIRN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.56 OR EOUAL.
<br />2'.4* WC
<br />REOLIM
<br />oulkqzw MOUNTING
<br />wft"__ ALJ� 4W
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<br />13-
<br />SHEET NO.
<br />SH 13
<br />
|