|
Im NOON
<br />MI am
<br />ow 8.
<br />Sam 6 6 10
<br />MM.
<br />ZL
<br />E
<br />11110
<br />'oil MINIM
<br />oil, .
<br />1105
<br />pill 191; r
<br />yr
<br />INKI 4
<br />iff &I P4- I
<br />OWN or
<br />u"LLICIM 11I
<br />M., laum
<br />WAH (TO
<br />IUK MULUCH_�
<br />4'-e'
<br />2'� 3* m 1/8'
<br />> 4-r TO W-r
<br />-
<br />r 4*
<br />S*-r 10 SI
<br />-
<br />22: 5.*
<br />r IV to V-011
<br />2'. 1*. Ilor
<br />WORM PRMM 40"
<br />V
<br />ImKiQA69
<br />SEQ01211-1
<br />WALZ 3/8-1-
<br />K SHOWN P"SONOMP"OFT5
<br />POM.
<br />LTIEVAIATM 1w
<br />WAM 1/4' 1'
<br />*gem
<br />NOW
<br />XULA191I
<br />%
<br />WAUD Ile I*
<br />ma
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS
<br />Up TO +55.5, -72.0 pgW A a LD=FP TO V-11'.
<br />0 ttj:�. �S
<br />2. FOR NEW WOOD FRAME QQQ IS TO BE SOUTHERN
<br />PIK NO. 2. W/ SPECIFIC DDOTY OF 0.55 OR EQUAL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SECTION Y-y
<br />SI t/4-.i-
<br />MUNI
<br />- 1012"Tw Sw
<br />Aw
<br />A.". 1 MI RATING)
<br />SCA& 1/4* - I*
<br />AT TOP 5 LANIED 70 +564-67.0 MAX. 9004LL' 1/4- 1-
<br />ISO,
<br />SCI 1/4- 1-
<br />colonm ANCHOR;
<br />am-'\
<br />an So"W" ON
<br />SHICT 14)
<br />CORMIER ANOWING
<br />Cox ON-\
<br />14)
<br />IN CONCOCT ANCHM SCHORKE ON IMM 14:
<br />1. & Iw/I5
<br />��j
<br />2/4, 24/4, 4/4 OR 4q/4 2 & 1W)
<br />r-*IA ls
<br />WAM CONC"
<br />flt�
<br />I
<br />11fl I
<br />If®R
<br />Irmo 112"arwom
<br />10 OUSIS
<br />TEND pwau
<br />pow
<br />111111
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<br />IIH
<br />Avwo
<br />'6
<br />T�Twump 0 17 1
<br />JIM.
<br />T.
<br />Wr MI6
<br />r III
<br />-01, wom
<br />Irol",
<br />f2wil
<br />ism 2/14
<br />I
<br />0
<br />I
<br />---
<br />-
<br />Uo"
<br />13
<br />IBOR
<br />11,
<br />RINI
<br />ORE
<br />Xmvp COMCCNM
<br />"I =
<br />111
<br />ill"
<br />P/14)
<br />01
<br />111.
<br />.
<br />E
<br />.
<br />0F.I.
<br />.
<br />L)IPIA 2/4. W4- JV4 OR 4/4
<br />vil 2,= IW/15
<br />_j ON In I Wuy Pmrm L.-
<br />AM WI LIFE SAI PANELS LOCATION OF UIIE (m NOTE ISELOW)
<br />L.. RED" PANELS III OR SIFM pI ___j
<br />W/o Ra" "Mom
<br />LAST PANIC. ARI K INSTOUM
<br />71 me"ORI, K= I
<br />CHMM ON
<br />4) L&rK
<br />=TTIMIZZ
<br />poum Concraw OPTION #1 FOR WEE 56EM SHIN TO FACIUM NODKLIAM F PRIONOCO
<br />TO It RAIAUXD ON NOW00101) FROM NOM
<br />CONCAM ANO-010 PANEL (1) &
<br />cout IMCI 9A I or STRA7m
<br />Io ELEVATION
<br />WALL WUNTM iNSTA"TION WALL AM nrm HOUKTING SCALE 3/3r-i*
<br />SECTION I SCALE, 3/8' - I' SECTM 2 SCALE: 3/8' - I* ... Ar/e III Ow SAP
<br />-_y
<br />1. SAFETY STORM PANEL. CAN K
<br />LOGATED AS AN NO PAI (FIRST ON LAST PAPIEL)
<br />OR AS AN INTERIOR PAWIL (ANY PANEL LOCATION N BETWEEN END PAWLS). CI'm I
<br />Urr. S"Trf Pope$ AMY OR MAY NOT BE INSTALLED ADMODIT TO REGULAR PAI
<br />(w/ OR W/o REG" TRAM.)
<br />PANEL CONI OF "M GALVANIZED WIL STOW PAR& AS
<br />31WIT 2 Or CIRAWING. 1I 3/32--l-
<br />SECTION 6-1
<br />troAre iEM ITSELF TO BE REMDUED Olt INSTALLED FROM THE 140E OF
<br />STRUCTURE. ml
<br />J. LIFE SAI PAN& PEOUIM TOP TRACK TO BE COMPONENT Q) & 90TTOM TRACK TO
<br />Z 2 .0F THIS DRAINNIC,
<br />ga. FLOOR WGUNIE FOLLOWSHG SECTIONS I
<br />YAL 0
<br />14
<br />AS IRA 2 ON SHEET C4.
<br />FLORIDA III CODE (NIgh Woolty N
<br />-
<br />4. WI LENGTH IS.-
<br />COMPW
<br />=
<br />ARM
<br />ANCH C IDITC)ANCHORAGE AT SCITTOM IS OATH ON
<br />.
<br />.
<br />oem SLIM w-
<br />20 OW G&VANnD SIM STORM PANEL
<br />Fp
<br />SCH EDULES J� 2. SHEET 14.
<br />My
<br />COMPONIENT K PERMANENT Oft REMCNAILL
<br />S. SK OCTAL$ FOR INSTALLATION INTO WOOD FRAW BUILDING$ ON SHEET IS.
<br />GLOOM
<br />PROTECTION PRODUCTS. U.C.
<br />411wL11 Sow
<br />W.
<br />am
<br />9 SEE SHEET 4 FOJ! OCTAL APPUCABLE TO DIE NECESI FOR THE INSTALLATION OF
<br />SPACERS AT III INSWIS ADAINCENT AND KYONO TO STUCCQ/WOCO BANDS,
<br />=.I
<br />.220.7".. W. ORI
<br />20-176
<br />FX VA/SWWWK�ON
<br />Ch-wM,"
<br />L WwLm
<br />11 - 1. --
<br />owsm ft
<br />am's OF x
<br />P.M "
<br />MUIMUM
<br />&SA DESIGN PRESSURE RATING AND CORRESPONDING
<br />MAXIMUM PANEL LrNM NO SCHEOULE
<br />o" ONLY FOR &(4 INITIALAMIS AS MR I "M 10. Oak 4.569)
<br />Mv Lm
<br />-NA -7LO I,-0 a Ipv
<br />UWKM
<br />I TIM a 4. 7
<br />*16A -7" 17'-V TO W-r 111 2 3/4,
<br />1 THOU 5 A 7
<br />.ISA -710 W-r To Ir-r III I I/r
<br />IV
<br />all"15111M
<br />a
<br />.43A -490 131-C an LOS 3 Ilr
<br />a 0 a w
<br />MMIMILIM AAA
<br />OR= P/ A 0~ N OWILIP MOLDOW OF FAR01.
<br />DESIGN PREMURE RAMNG (p.m.f.) AND CORRESPONOM
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PI nt & Q INSTALLATIONS
<br />JKTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(INUD ONLY MR POINOLS OR @ MWUMM AS PER KCIIDWS I THINK) 7. ON SPICITS 4 a 5)
<br />mko" A"
<br />WORM INCHING SPI FOR [A - 3 I/r
<br />onam, SWOON
<br />Cr up-ml, CNIX-IN pwdmmw FOIAI a PLO
<br />APPUCVLK IC
<br />SsI f mummum pwa
<br />10
<br />Aam (P*f) caktom
<br />CLOCK
<br />vo commm To conowm W&M 10 COKKK CONIC11 To Cacam CONORM
<br />01I II K4CK ILOCK
<br />ANN commovim LPON IV DO
<br />or IWRA
<br />or N/A
<br />N/A WA a, OVA I,
<br />#A 1.
<br />4A
<br />I (Tc"
<br />N/A OVA Ir I.
<br />or r
<br />r
<br />I (WITOW)
<br />N/A
<br />N/A W/A 1. N/A
<br />WA Ir
<br />WA
<br />2 CIOM
<br />r "A
<br />W/A N/A r */A
<br />-
<br />WA r
<br />N/A
<br />I muff"
<br />.5611, -7LO
<br />RUA WA r N/A
<br />"/A r
<br />k/A
<br />3 & 4 (TOP) r-r OR LOS
<br />Im
<br />"
<br />WA NI r
<br />3 (11
<br />VWA
<br />WA OVA r N/A
<br />WA 1*
<br />- , mm
<br />WA II/A r r Ir
<br />467OWW
<br />N/A UA
<br />12 112- 1 1/.- 12 Ilr 5 ve 6
<br />t/4-
<br />SK OHM 10 It I I FOR ANCHNIS IM A SIMONS FOR NMAJA=d IM OCR* ANNIS
<br />WWA ANCHOR PACM AM MMM OW MVf*O ARE BOOM ON THS MMM MR CA JISS
<br />*0 MOnV& ON MMU MU INCHOP MR" Of ISKIPLISIO YVON 000 ON SCHEDULE IN
<br />INE ALLOWING mm ra *4 OW" TO K SCROLL momm WAM wwm UNO FACM
<br />PILL OV IS UM SHOW WINDOW INCOMES PON DAN AND= TVPE 0 AMMM USID&
<br />AMOCO In
<br />Ar.
<br />I
<br />mam" womme
<br />; is 1!
<br />3 ......
<br />E
<br />114 3 3 1 'A 3 US
<br />1= a .
<br />NA
<br />FLORIDA BUILOM COK (11119h VI His
<br />cons Zone)l
<br />No. 4167 1
<br />Ism IL"m W. 20 GAGE GALVANIZED MEL SIM PAII
<br />F.I.
<br />WISH IN,
<br />m'RUR"`
<br />111LIECOn
<br />GLOUL PROTECTION PRODUCTSI U.C.
<br />am
<br />I
<br />ONAL n- 313,
<br />13VEMA-R.-
<br />A`W`
<br />- -
<br />&Z - WX PHONIL (mm-mme,
<br />2G-178
<br />mw a WIS.
<br />Sm
<br />OHM
<br />rca MI,
<br />I I
<br />TO
<br />I
<br />1�\
<br />POP .11.1, Irmo
<br />PON ummm to To v
<br />i�� tu
<br />Ar
<br />ALL. r or amme mos Km me
<br />OWN,, UP SO W-I* w-
<br />pwCT Eta Imu"Am
<br />A' TEMAW IFIN
<br />SIC" 3 1-
<br />1. INSIALLATICII ARE ONLY VALID MR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP 70 +55.5, -72.0 PSF AND PI LENGTH UP TO 8'-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 K SOUT"ERN
<br />PINE NO. Z W/ SPECIM DENSITY OF 0.55 OR EQUAL
<br />TOP & 801110M MOUNTINGS CAN BE
<br />00MBIMED IN ANY WAY 'TO SLINT ANY
<br />1INSTALLATION.
<br />INSTALLATION DETAILS FOR REGULAR
<br />PANIELS(b
<br />& IJA
<br />INTO EXISTING WOOD STRUCTURES
<br />to
<br />N-mw-w
<br />I
<br />WmW
<br />=SIN,
<br />I
<br />I w
<br />ALI" rw
<br />r VMS -I'
<br />1
<br />ou SOHOIULE ON "I a
<br />IN W.
<br />Is 0-No,
<br />j
<br />I
<br />SO
<br />ED
<br />I
<br />tl=
<br />-
<br />0
<br />-
<br />I
<br />t-
<br />2-3I.Co-
<br />I ��
<br />MIND PLat
<br />Wm OUR;
<br />4
<br />11 S,
<br />".
<br />rw RAX
<br />1
<br />/.,%
<br />3/111
<br />7
<br />1
<br />WOO
<br />FRAME
<br />I
<br />w u0hft�
<br />EVAI.
<br />A�
<br />C0Npa= It
<br />INCITE IHUTrLR UWNROWN
<br />FUR
<br />F90F
<br />CLAWIT
<br />1,10
<br />1L -.4
<br />I
<br />$u A111I I'm' -"I ",a". jm�. X JSL ".0,11 FA-m
<br />STUOIS 0
<br />0. C.
<br />3/6- it 1)
<br />ALTIDOUTIE
<br />IN
<br />WOE WI
<br />SCHEDULE SCHENUE INTERIOR PANEL
<br />"3- #2 FOR 11I Pop, r
<br />an
<br />(9
<br />Ma. ANCHOR Mm ANCHOR
<br />I I !!!!� '. ..SPI
<br />II ... 1.
<br />DETAIL 2 FLOOR MOU 'ION (APPMAKE TO SCHEDU
<br />MAXIMUM "D. DESIGN ERESSURE RATING (p.m.f.) AND CORRESPIDNOING
<br />MAXIMUM PANEL LENGTH 'Lo SCHEDU
<br />A, 2 INOICATED POR LIFE SAFETY STCM PANEL
<br />MAXIMUM
<br />Dow
<br />new IS
<br />UPCON
<br />OF wo-m
<br />ON.11I
<br />pnewn PoWUL 10
<br />TO
<br />Lamm V Im.)
<br />I
<br />TO
<br />CONCRETE
<br />M,
<br />ROD,
<br />PjN;H
<br />CONDOM
<br />70
<br />am-
<br />2-10=1
<br />+55.0. -72.0
<br />N/A
<br />N/A
<br />N/A
<br />R/A
<br />11-
<br />N/A
<br />9'
<br />N/A
<br />-
<br />I
<br />5- - LESS
<br />7-
<br />1.
<br />1.
<br />Ir
<br />r
<br />9'
<br />1.
<br />9"
<br />1.
<br />1 w
<br />S-
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />41-
<br />R/A
<br />1.
<br />N/A
<br />I & 21
<br />+55,0 -72.0
<br />1.
<br />r
<br />7 1/2'
<br />9"
<br />1.
<br />1 MOTION)
<br />.5'-0' To r-g
<br />+55.0 -72.0
<br />!�A
<br />>7'-r TO W-S*
<br />WAR" ASA
<br />memm
<br />CAKIPA*kWOL"MMWWXMQ
<br />APPIUCASUE TO
<br />SECTIONS
<br />Wy 0OM8 Anlo,
<br />OF THEM
<br />=Wlnn
<br />-IN,
<br />.1
<br />Camzm
<br />rALX-IM
<br />mat
<br />.49.2 -513
<br />4
<br />4 1/2'
<br />2 (BOTTOM)
<br />7--S' OR LESS
<br />+52A -46.0
<br />1.
<br />4'
<br />2 MOTTON)
<br />?--6- OR LESS'
<br />�7"
<br />2 1/2" 2 1/2'
<br />4' �mm�
<br />31/2
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />-n
<br />2 1/2 2
<br />W/A
<br />2
<br />_O
<br />.0 _;7
<br />N/A 1
<br />3-
<br />.1
<br />2i
<br />TO I
<br />mamum A"SA
<br />IS:=
<br />-0
<br />4r-r
<br />I xw
<br />SCE ow I# NOW ANCHONS m a oftlow POP INS13"INIONS INTO no Mot NULOM
<br />WOMAN ANCHOR VOCINIS AM WOMAN CM OWIANCC ARE 1NOCV0 ON IM ICHCOI FOR
<br />IN
<br />LIX Umx III NOWITO ON SOI MM ANCHOR WOOM fff MULIVILYING SPI
<br />SHOWN am SCHOMAX NY INE FOLLOWING FACHORS. POR THIS OPERATION TO IS PONOLL
<br />RECUSIC wom CPU= u� fA" SHILL HOT K UPS TWA umm SPI
<br />FOR SAC" ANCHOR INK a Maim Low&
<br />mom "Aff
<br />1/4.
<br />1 1/410
<br />1/4'.
<br />1/4'.
<br />01"
<br />oft I &PARIS P.)
<br />3
<br />3
<br />s
<br />3
<br />P-4 ONO
<br />1
<br />3
<br />31/0
<br />3,A
<br />4
<br />ASK 9L Im mmo
<br />.31
<br />r . w.
<br />4
<br />3 viP
<br />__j�
<br />40 -1
<br />LW
<br />CODE
<br />C^11D ONLY MR PANELS
<br />AS I& SM104 I THRU 10. ON INSISTS 4.5 k 8)
<br />WAWA *OCM PON LIL - 3 I/r
<br />AXIL IRWIN
<br />ponsm
<br />R%ua
<br />cw-)
<br />UPCON
<br />OF TOP -am
<br />C"-w
<br />Ammoomat nm" 0
<br />KVC."t
<br />SOLD MIT
<br />m
<br />1&
<br />No coileg4alm
<br />or Twu
<br />VAINKIN PANIC.
<br />um"
<br />I* CONICIM
<br />-
<br />10
<br />mmm
<br />SLOCK
<br />TO CONCIM
<br />TO
<br />COPICREIK
<br />KOCH
<br />m C"IM
<br />To
<br />CONORM
<br />Km
<br />TO CONORM
<br />To
<br />1LCCw
<br />TO
<br />sum
<br />-C-
<br />1.
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />or
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />4-
<br />N/A
<br />N/A
<br />1.
<br />1.
<br />1.
<br />1.
<br />r
<br />Ir
<br />N/A
<br />N/A
<br />I (owartm)
<br />N/A
<br />W/A
<br />N/A
<br />r
<br />N/A
<br />61
<br />N/A
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />2(w)
<br />N/A
<br />W/A
<br />N/A
<br />N/A
<br />3'
<br />%/A
<br />N/A
<br />NIA
<br />N/A
<br />2 (BOTTOM)
<br />+55.5. -72.0
<br />1.
<br />N/A
<br />W/A
<br />N/A
<br />r
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />X/A
<br />3 A, 4 (TOP)
<br />>r-s* to a,-r
<br />OR LESS
<br />1.
<br />4.
<br />N/A
<br />N/A
<br />el
<br />5*
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />--
<br />1 (TOP)
<br />S*
<br />4-
<br />N/A
<br />N/A
<br />6,
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 1/2*
<br />6 1/4-
<br />5 1/4-
<br />6 1/4'
<br />$1/4.
<br />6 1/4-
<br />N/A
<br />5 (TOP/SOTTOM)
<br />+90.0. -S"I
<br />N/A
<br />H/A
<br />12 1/2-
<br />5 1/4'
<br />12 1/2'
<br />1 6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (IOP/801TOM)
<br />>1r-r TO IV-2-
<br />05.0. -72.0
<br />N/A
<br />N/A
<br />61/4-
<br />N/A
<br />SI/4-
<br />N/A
<br />6 Ile
<br />61/4-
<br />5 1/4-
<br />64/4-
<br />m/A
<br />N/A
<br />6 (TOP/80I
<br />>S'-r TO IV-2-
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />N/.
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />& 9. 10 (TOP)
<br />443A -4&0
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />- N/A
<br />N/A
<br />6.
<br />4 1/4'
<br />6 1/4'
<br />a (sonam
<br />OR UESS
<br />S.
<br />/A
<br />N/A
<br />N/A
<br />K/A
<br />N/A
<br />--N/A
<br />1.
<br />1.
<br />6 1/4-
<br />6 1/4-
<br />2 (9aff(IM)
<br />12'--4 OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />1/4-
<br />61/4'
<br />18 (BOTTOM)
<br />ME MCM 106 11 00 12 MR MCNORS "K 4 SPACING FOR WO&LA"41 INTO WOOD MAW PASINS,
<br />NORMAN mom SPOCINKIII, me WOMAN am PITI'mom AN woom am INS SCHIC)", Foot E.D. LM
<br />THAN #man ON am=" ma INCHOM op"m IN, mutwLy" SANCINS SHOWN ON 11com" IV
<br />THE roume FACTORS. MR Do ww" 1* 0 POSSIBLE. MMMO SPACING COW40 LOSING FACION
<br />SHNILL NOT IS US& TIM MISSION SPACINO INOCIUM FOR EICK ANCHOR WK AT ANCHORS USIOM
<br />m� In
<br />WHOM
<br />or 10-010,
<br />W. NOW WAOM W
<br />3
<br />3
<br />3
<br />0.,
<br />3
<br />3
<br />.-
<br />ON
<br />31/2
<br />4
<br />3,/w
<br />am ma flu womm
<br />FACTOR
<br />I
<br />1
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