|
ASAGOM MATIONI
<br />aff-,
<br />nsw
<br />44M -723
<br />w an LESS
<br />T-L,
<br />BBOLTED21.
<br />X. IV.
<br />-01SA -73.3
<br />70, OR LESS4'
<br />It 4`W
<br />MOWURD orA& t WmNvr AT amw IS TORor Fu Lroom
<br />WOMAN Ammon WOMM MR t. D. - 3 1/2'
<br />APPLICABLE it
<br />f
<br />ANY COMBINATION
<br />IF TADS
<br />VAMM 'Wa
<br />LDWFN 00
<br />PRESSURE
<br />M
<br />PwgLwn MWZ a
<br />PAMMAWK FLUX
<br />10 coomm
<br />calcom
<br />OLM
<br />To 70 .... =
<br />10 CoNc�
<br />§L=
<br />lacamoomll-
<br />ILM
<br />MIA
<br />12*
<br />*/A
<br />Ir
<br />N/A
<br />12*
<br />N/A
<br />1' A 2' (W)
<br />065.0. -75.3
<br />3'*
<br />A-
<br />I. OM)
<br />70, On LESS
<br />12-
<br />3.
<br />12*
<br />S"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />12 1/2
<br />N/A
<br />S 1/2'
<br />N/A
<br />1/2*
<br />N/A
<br />4 1/2
<br />N/A
<br />3' (TOP)
<br />N/A
<br />12"
<br />N/A
<br />9 1/2-
<br />N/A
<br />0 1/2
<br />N/A
<br />3' (BOTTOM)
<br />E12'
<br />W/A_
<br />All.
<br />12 '
<br />N/A
<br />l2-
<br />N/A
<br />4, (TOP)
<br />1.
<br />I;r
<br />1 9 1/2'
<br />2, 1
<br />11-
<br />47( OV�T-)
<br />• LIMF?lD TO OLO FIFA. A&D. BE" PRESSURE RATING
<br />ASS OW So FOR MCHM TYK A SPACING FOR 0474AAr&d PRO WOOD
<br />FWAIL @ULM&
<br />umem No" gwom AM 161WRM CDOE Devi" An NWAM a" no
<br />MM" MR LIL LESS THIN RCCAM ON SO AE OMM ANON SPACING
<br />BY Maw%Lv" WACPC sea of mmu w ve miamn mvm MR
<br />TWO OPOWOU TO BE POBOUR. I== SPArJO4 ONDOW LOIN FACTOR SHAIA
<br />FICA Y HEY TF1IM LVOM VOCM Seem FOR EACH ANCHOR "PIT a
<br />xmmm
<br />1/4'.
<br />1
<br />1
<br />1/44
<br />P&L MMM SPAIN 0.)
<br />3
<br />3
<br />2
<br />00
<br />awk w
<br />3
<br />3
<br />1
<br />A
<br />3
<br />31/1
<br />a Its
<br />4
<br />=MCA 41=
<br />*411
<br />AS
<br />I AAD
<br />+ 0201.111111111 NMI. DISTANCE SETIM BOTTOM Of PALL me TO OL I/e -1m"
<br />+ + RMUM Mn. DISTANCE wivocco BOTTOM Or PANEL
<br />me To BE: vir 3/ir
<br />Va.
<br />Li
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l7
<br />13.1 ar (MIAL OWN)
<br />_12,300• (EFFECTIME WOM----
<br />Ao" 0 6 1/4
<br />cot 0 it I/r CA
<br />-jar M.
<br />$FIX BE wwotmo)
<br />-VI I
<br />1Bo3.*6 OW
<br />LOW
<br />MOM"
<br />mow Now "M
<br />aw AM AM M I
<br />&IVA so mwkwm
<br />6
<br />/I
<br />ctyp.)
<br />.376"
<br />DETAIL
<br />eQ
<br />-go CALIK
<br />BUM A EDGE Sw-j
<br />I.M. (DSTOM PAWL A
<br />PANELS SNALL K 06VAUM ALONYS 2.38
<br />FROM UIT 10 ROSS! W/ I ' UX
<br />PAMOL AT 00 AT LEFT NX OF "Ho HEADER -F- TRACK ANGLE WITH STUD
<br />chin toll
<br />PAM
<br />0z;
<br />C.
<br />Awlll�_V_ EAST Ull
<br />W1 HOAPM f= &o.w 'WMOL 0
<br />1 133% 0.270"
<br />OJir 0. no"ll cm
<br />L
<br />�00
<br />-2-250' 7 OR
<br />2.250' 7
<br />tSOkd[= VIEW DETAIL A
<br />ROUNDED CORM 0 ENDS OF PANELS Mk no'
<br />END UP W/ HEMMED ME '125,
<br />(N.T.S) xv, *"no
<br />I r pw OF PWMEL AUASU
<br />D61M Hou WASINIER
<br />3.7110 KD HOLE AT PAIM91
<br />472* on' -1)- 105-14154 ALM. ALLOY
<br />-a.. 3
<br />2.1 1 24- Su SWEET 6 FOR ADDITIONAL
<br />LMAMM F SLKW LENGTH 8 1
<br />owl* Ar-,
<br />ONLY Youlo FOR vorA"7m wm
<br />%= ST11111crylits
<br />t.2iO*
<br />-2.00V 3.7W
<br />t 1.1 I.Ow
<br />1!3Iw 1. Ow 4. SAW,
<br />1
<br />"Oso"o .75V
<br />REV. 'N' HEADER *U' HEADER 0_1
<br />PAL
<br />L.L
<br />I MAL
<br />I- ALL 0j. TRACK @ rMa.-umm
<br />(USE: ONLY MR E-Z H" STORM PANEL
<br />.Ow WeSTIEM) sou-Te MAN, ALLOY
<br />175' NOW
<br />INGIT woclufty lmwu one tons)
<br />1. OW 1,1.26• 44167 nMOA VULDING CODE (Men
<br />7L dew ATIM STEEL PORN PANEL TO.
<br />STATE OF Isom vot
<br />123' 24 UK G&VANIZED
<br />Ism SECTIONS - -2w 0 •7me. \
<br />Q.DBAL PROTECTION PRODUCTS. LLC
<br />11LIEC
<br />L 4m $A 61 VISIT
<br />MIS*AHD 33314
<br />-Olff or BUILD -OUT 20-175
<br />@ BUILI) *F* TRACKIEWrM N.
<br />TRACK (ZKMAC 3 ALLOY)
<br />SIX
<br />-SP-I
<br />7tw
<br />If
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTEOPM CONCRETE
<br />l
<br />CONCRETE ANCHICAS ;-MtxlHmuLE al
<br />EXTSTIND pOURED comcognL ma, 0 rAMM 10)
<br />(SEE SO4ECOAL OIr Olt CONCRETE KOCK sI&MMMOM.No"I
<br />FNUJVAW.
<br />SWEETS 9 THROUGH io* 1
<br />SODIUM.
<br />LEC CONCRETE ANCHORS
<br />POP
<br />(SEE x,HEDaEOtt-
<br />4)
<br />I/T
<br />1/4
<br />W/ ALI, ✓
<br />J11/4'
<br />w_x_ box
<br />CONMM I. .= SWEETS III THROUGH IQ)
<br />ED. V SHIP.
<br />PANEL LENGTH
<br />Mwin.
<br />'SM
<br />to CLASS. Fr -)o
<br />TO GLASS (Ills."oGriNLE
<br />ON I ON SWEET 3)
<br />"SETS
<br />I W=11-In SPAM
<br />I - -1 WELT 1 1 SAM PANEL LENGTH 't --- �L _. -- ,
<br />4c Loom r-411
<br />, I PANEL UENM
<br />(SEE so*xu
<br />t .
<br />ON sm!ET 3) ISM SCHEDULE
<br />=s4 ON $HIM 3)
<br />KTOPTAWL
<br />(SEE SCHEDULE: 0
<br />ON SWEET 3)
<br />OF V OF v
<br />MAN MAX.
<br />.-A OF 'V f
<br />12 I/r IOCi MAX
<br />CONCRETE ANCHORS
<br />(Ilff SCHEDULE ON
<br />SLAB %Harrs 9 THROUGH 10) smem a THROUGH
<br />Or WALL OR To)
<br />Me VALID Foot
<br />put ISHICIEF J.
<br />Si�
<br />CONDITION) 4)" ANDPWM
<br />IED ALL /. Z'
<br />AWWNIJII
<br />FOURED CONCRETE
<br />CONCRETE BLOCK any" pm
<br />u emomm 1 LUNG"
<br />OR CONCRETE: SLOCK
<br />CONCRETE: AMCNORIA REOLOW. 1;• MISS, WINO ALW" SPACERS 0
<br />O
<br />DIEM I THROUGH 10)
<br />94EM 9 St I(T)
<br />SommuLE N REQUIRED _@,
<br />t/2' OC. (SEE TAKE 01 ON
<br />CEILM MOUNT11111a sumn zw Mal Na WALL MOU111TING zmam NONNI w/SMCM (molt
<br />12 Rr I SCALE 3 ,P
<br />MOIZ FOR COMB __1
<br />IMAIM OF ccrmNS;
<br />LOL WK DISTANCE
<br />(SEE SCHEDULE ON TOP 49 BOTTOM MOUNTINGS CAN BE
<br />SHEETS 0 111 10) COMBINED IN ANY WAY TO SUIT" ANY
<br />114WALLATION.
<br />INSTALLATION DEIAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />1/41. LAC KOWN •0 61 OIL W/ ?To EXIS Tl PC
<br />1/2- MP, ?HREAM PENETRATION I, ACQUIRED
<br />00 0. EDGE
<br />To 06"4 WOOD "ONSIR
<br />#14.1*
<br />EA DOI OF
<br />0 Lk • END OF
<br />LAC SOW" 0 r 0& W/
<br />* W THREADID) PLWNA
<br />911AIL 1/24 a v /3 EXISTING, WOW ADO
<br />6
<br />= pop SPOT
<br />TO OVAL
<br />tvFjw Q~
<br />I -
<br />1 4. 4#1 PANELMATE FDA IS
<br />AWMWR " A, W�E 0
<br />7/8' MJ. „HINT/Om
<br />MOVE IA KLVO) PDaMTIONS 12 I/r &C
<br />j I/ An
<br />or IN=. w. �7. CIA
<br />IS ptIN 4 i;
<br />&', W
<br />FIAT 09 ON OICE
<br />c. IF 0
<br />in Iwo
<br />41 i HOW,
<br />No' lul,
<br />Ll w AIDOXMV`
<br />FLAT OR ON
<br />W19N k1j,"IS Cow
<br />I
<br />W "VE Qlq' -
<br />ALTER"= 9-W
<br />SCALE
<br />A I
<br />W ALTERNATIVE I
<br />GICALF 1 (4
<br />, !
<br />Arm
<br />I. INSTALLATIONS AGE ONLY VAUD MR BUILDINGS WN v_AS D DESIGN LOADS
<br />AN LIP 70 .66G. -753 pol D AITIL NNS U0,414 UP TO tV.
<br />SIT,
<br />L009 NEW "Alfit CONSTRUCTIONN ;ELK KGO MEMBERS 10 BE SOUTMN
<br />a)
<br />SECX DU0,
<br />N., on EQUAL
<br />004iW%
<br />SEE wcom ITS AT w AS
<br />WELL AS PANIT A,= 1 or. NIP SAM M
<br />www'T"
<br />,mXV Olt STOOD 4w Oak ow 23
<br />Am=
<br />TOP a BOTTOM mokpnnzw SIT oovomw IN PAY
<br />ALTEMATW
<br />TOP HKAOM WOOD r
<br />WAY To INXI ANY IMSTALLAINNi.
<br />KALE. 1/4• 1'
<br />mw
<br />DWM rwais N0f SHOWN A* ClAw"
<br />pI .1
<br />No. 44
<br />I
<br />STATI OF
<br />y
<br />T_
<br />1,
<br />/44*-2OA3jA-
<br />'L
<br />IV )
<br />•
<br />12 0C
<br />_2=
<br />TO GLASS
<br />t
<br />%
<br />SIA./1•AWIf,/ptl
<br />par SAS
<br />0 SO, END OF
<br />OU DETAIL 1 4,
<br />AM 'A
<br />32
<br />ow"
<br />- $-
<br />_I_ i
<br />'A BELOW)
<br />L11
<br />?.Hun REpXAaOD TAT
<br />-
<br />.0m Tknok W.
<br />C" M.
<br />40, 2 O.C.
<br />Coo, 44. &M S
<br />vsk Do or
<br />4)
<br />ORAL I
<br />kMI_ IA
<br />Orm.,
<br />EVERY OVOKAP
<br />w/
<br />7/8"w/32,
<br />C."
<br />LA: 3Cmun; 0 r O'C' "
<br />WI
<br />I. .'I-
<br />10 LAC;& 011M PENETRATION
<br />294 _
<br />LAI ON ON =411D L pul filf"'Im
<br />ALTERNA= VW
<br />SCALE
<br />20 "M GALVANrJED STEEL STORM PANEL PA.
<br />WAIN
<br />.OBAL PROTECTIONPRODUCTS, LAC.-/Ul-
<br />Mao LW. 91 ~
<br />DAIL N. SO
<br />PHOMIL "M)M-M-k IN
<br />111MUM AKF6 MM PRESlURr GATIMIC les-El AND CORRESPONDING 2/4 1/4. 3/4. 4/5, 5/
<br />am-SKM PANEN LFbM -0 5 4 6/5
<br />REM"Ill STORM IW/6. 2W/6. 3W/7 At 4W/7
<br />ANCHORS DISK SCHEDWILIE ON w
<br />JOCK & WOOD (t)
<br />A IWAMAMATO POUKQ CO SWEET11; S. I* all) I• WIN.
<br />0
<br />4
<br />r T -I-
<br />MTN UAM Ct omit DIRECT =Km Al EACH rub*
<br />I-T
<br />MAXIMUM PANEL
<br />'Ll' OR -L-' (ft.)
<br />MAXIMUM &LD.
<br />OEM
<br />PRESSURE RATING
<br />(P.0.) (4 w
<br />CONCRETE a WOOD
<br />OWNAATOO t
<br />I+
<br />me
<br />Is'-V
<br />W-V
<br />...
<br />290
<br />41-01
<br />111-#*
<br />JIGO
<br />; I,--r
<br />?a*-#,
<br />310
<br />10"-fol
<br />to'-0,
<br />4"
<br />qao--
<br />91-81
<br />1111-91
<br />wa
<br />SILO
<br />OZ ?_
<br />Sa o
<br />a--.r
<br />-re
<br />210
<br />r-sl
<br />01-10*
<br />400.0
<br />Pao
<br />0, -0,
<br />loan
<br />floh
<br />d-3'
<br />MAXIMUM PANEL LENGTH
<br />"L+* OR *L-" (ft.) 0
<br />VAXNW A.S.D.
<br />PIAL9URoes"
<br />RAtRYo
<br />(9.1) l+
<br />CONCRETE a WOOD
<br />WWUATOW t
<br />Jac
<br />14,-4*
<br />131-41
<br />Sao
<br />I&I-ttv
<br />Ill-r
<br />J0.0
<br />III -A,
<br />po�r
<br />8,-r
<br />0,-0,
<br />4&0
<br />*'-1'
<br />a*-r*
<br />Sao
<br />#=Jll
<br />Sao
<br />TAP
<br />rya
<br />r_d*
<br />410.0
<br />71-41
<br />Pan
<br />Y&P
<br />--o-
<br />01-8*
<br />Mo
<br />85.0
<br />;-V
<br />01-3
<br />Sao
<br />4r-M,
<br />Ir-1,
<br />tan
<br />O`_r
<br />31-fol
<br />Too*
<br />O.-r
<br />1010
<br />1.
<br />Too.#
<br />4
<br />Up#^"* To GLASS SCHOL41
<br />MAX UmK;f"
<br />PANEL
<br />N
<br />MAD SPEED 4 170 -P,h
<br />WOOD SK0 . 170 -Ph
<br />Ummervamomis
<br />RESTRAINED
<br />LiatesToomon
<br />acromw
<br />30 OR LESS
<br />I.
<br />1.
<br />0 1/4-
<br />Y33 To 00
<br />•7
<br />I/V
<br />7 1/2'
<br />>90 To 145
<br />1.
<br />1.
<br />7 1/2,
<br />7 1/2-
<br />PAS ___
<br />I '.
<br />I.
<br />-
<br />I -A dl-% IP-A% A -1-
<br />TOP
<br />BOTTOM
<br />DOW
<br />MDUWT
<br />WEADIEll
<br />v
<br />KAM
<br />1.51MI IS
<br />STUO •iPlsf
<br />APIQUE
<br />"r
<br />TRACK
<br />'r MAX
<br />A=
<br />SULD-OUT
<br />M,
<br />tadllaas
<br />-
<br />DMCT MOUNT
<br />Cr
<br />32*
<br />35*
<br />w
<br />50•
<br />so,
<br />4
<br />ts"XII.5' SM ANGLE
<br />1.
<br />3e
<br />1.
<br />w
<br />s
<br />,
<br />-r TRACK
<br />•4
<br />1.
<br />So'
<br />1.
<br />w
<br />5a'
<br />SrSr
<br />7 It t H
<br />- V
<br />(SAP tECTtONS AS -K& SILL BOLT UNBOLTED NOW r OWED PANELS W Wl 20x"
<br />(SEE !
<br />Al I is .11 I I
<br />9
<br />I !
<br />D.M..O.
<br />..... s 0 1:- -14�
<br />IS
<br />.1 I- _ I, 1_j
<br />@.ro I. Som
<br />Lp
<br />2/4 j.
<br />5/5 kk 6/5 .%/4 3/4. 4/ 4W/7
<br />2W/6,
<br />(SEE SCREIKU ON SH1171% 9, to hll)
<br />REGULAR STORM PANEL In ELEVATION
<br />/A- QW,
<br />(NIL 0~ -1 OW WUM 7 F
<br />L
<br />SECTION A -A
<br />N.T.S.
<br />M FMCOM TO wra"ARE ww" Pam LBOK
<br />A POGRARE AS& OEM LOSS. OE WOM ffta U002114 %+' FROM SCH
<br />MAN A i LOAD DETERMINE MIX"M MWEL Umo`" -L__ FROM SC " ANSI Pon LDWH IS DO" To 7"! mm at""= PWAIL L
<br />ME WIAI
<br />KTOM "L+' AM %-'.
<br />(3) GTE SCHEDULE WON MR MIN. PANEL LENGTH MO POROPI, QUALIFICATION.
<br />INSTIM191IONS INTO WOOD ARE LOU TO = Y ALt MAX &U. I PRESSURE RATING
<br />a. ,0 a 11 Tor WI. AS,D. OtBLWN WADE •MAT. PANEL LdUN0T118 Foil
<br />smare ab s wore,
<br />` .44167 M 24 UK GKVAMM STEEL MO PANEL
<br />Tt
<br />SATE OF Or INS. PROTIECTIO01 PRODUCTS, LL
<br />4w to Saw 'L 3331
<br />"We
<br />... ....... 0��_22
<br />20-175
<br />IIAWFN NH
<br />INSTALLATION MAILS FOR REGULAR PANEL
<br />INTO WOOD STRUCTURES _11-111-17
<br />Z,
<br />IMPOO TO GLASS.
<br />E (SEE SCHEDULE 1.14
<br />SCHEDULE 04
<br />ON SWEET 3) 4.
<br />SWEET 11)
<br />_ __
<br />SAW.
<br />41AM 1. LENGTH
<br />LIOSED e F WOOD ANCHORS (SEE SCHEDULE
<br />SCHEDULE ON
<br />, I . 1 (SEE ON
<br />1/4" P.
<br />MEET 11al SHEET le
<br />46 MA)L WARP=
<br />a! SPACES!
<br />;;
<br />_j LENGTHMALL
<br />WOOD HEADER
<br />to
<br />REQUIRED
<br />A. LONG 4AAWM SPACERS 0 112 1/2'
<br />TABLE PI am SWEET 11.)
<br />0 C. (SIX T
<br />SEE NOTE FOR VARIATIONS FOR
<br />I IV
<br />MAX, 1 1/2. LOW SCENES.=
<br />1' MAX.
<br />t 11", "01 11 PANEL LDIM PANEL LENGTH
<br />(SEE SCHMAI (SEE SCHEOLKF
<br />jsu SCHEDULE
<br />am SWEET 3) ON PEEL 3) PANEL MATE FEMALE 0 OR IRAMEL MATE
<br />ON SWEET 2) 7 (SEE ScHm" ON SHEET 11)
<br />2'.4' WOOD
<br />E I -SEPARATION
<br />Is To wiss. I
<br />14�jC
<br />1 OL4055 scmaXxE - I PLATE REQUIRED
<br />GLASS 0 :
<br />1 _01
<br />SWEET 3) DIRECT MOUNT W/ Swim
<br />I•
<br />PANEL
<br />FOR MAX. LGTHS A,
<br />50M 1 0 12 1/2- D.C. SEE LE SWEET I rN
<br />AllOON
<br />VAXTAB
<br />DESIGN LOANS FOR THIS INSTALLATION.
<br />ED
<br />MAX,
<br />0 12 1/2- O,c
<br />0001) APOOMORS
<br />400 1
<br />-',4, -
<br />c "• STAOCOtM W/ S7UlD
<br />grAm $A SAY BE I t/r LOW C
<br />T. (SEE SCHEDULE ON
<br />417
<br />77 SWEET 11) (1) ONULLAWN a 10 A am Sim swup" W" Iw_v
<br />2*.G' WOOD wil Lem am Muff (M 0 A mnwm FROM ARIL
<br />L ,, GLIUM NOW upowRy seum = lmw I Q.
<br />PLATE REQUIRED WOOD
<br />1 , i ., WOOD
<br />, ��./ I. ;, Ing -..10.=
<br />, I =To 74 ANCOM cam 7091161 �
<br />?A u� mmum It woz =IT,Fw" a ON
<br />- - �-,;
<br />WMEOULE PL14L Wit " so Ole
<br />, (SEE ON Los AS %a f*Uamw =*=Am , T1lr -
<br />STILT Iv) CON K= ON 0 A 2MMCTM FROM 12 f/2' 04. WOW ALLOVOID ON
<br />Ii
<br />IWaAy
<br />a .011, To w ANY OFW"
<br />-415 OW". (3) 6 UlWnw AT
<br />LA� PAIR LOW" ^LOW a"
<br />(1) immo Smo RVGL UMM 4
<br />WALL Mll MOUNT
<br />ALTERIIIIATIVE 2W (4340* LOG SAMOA OWOMM WV01M K 4 MMO ON
<br />44 OWN SO n ONLY
<br />SCALE VO-i' L Oo"LL4m OF 1 141'
<br />0
<br />A T_�TNE �IW M
<br />SCALE 3/8-1. (4) NOT MMOM""D @ULM am
<br />FLORIDA BUILDING CODE (Mon Mob v"wo"aby NMrrloone Zw
<br />NOTE MR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O. VLxlXh M 24 OW GAILVANW pi
<br />:• No. 44167 STEEL STORM PANEL
<br />OWN DESIGN PRESSURE RATING (Ps.f) AND PANEL LENGTHS IN
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />STATE 0 GLOBAL PROTECTION COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) • 11LIECOome. PRODUCTS, U.C.
<br />INSTALLATION.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOODWllc
<br />CARL ft XXX% 20-175
<br />MO-MW
<br />MEWDITIC10% SOUTHERN PINE No 2. W1 SPECIFIC
<br />GE OR EQUAL. 1�9 M WamAIW
<br />"Of swim 0 or to
<br />ffKN NM
<br />(C) To Imw
<br />I. STORM PANEL SHOWN ON INS Agi�l� DOOU1O1i (PEA.) WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />1/419 TAIRCON ANCHORS, AS ~ACIURED BY I.I.W INSIDES, INC
<br />IRMA THE 2020 (7th EDITION) Or THE FLORIDA SUILOIND CW_ THIS S700M PANEL SASU NOT ON INSTALLED AT HIGH
<br />J16-10 PARELMATIC FEMALE 0 AND PANEILMATIE PLUS ANCHORS, AS MANUFACTURED Off ELCO C0161RUCTON PRODUCTS.
<br />DfgON *1%0 LOAI SWE NA"Ll K AS 1 11
<br />7/1111 . 5 WOOD BUSHING. AS 1 17
<br />AS SECURED Or THE JURISDICTION WHOM STORM PANEL WILL K INSTALLED. AIIO FOR A DMCtKftAUIY FACTOR
<br />P0.0.8% USING A!%E 1-16 AND SMALL NO EXCEED THE MAXIMUM "10.) DESIGN !PRESSURE RATINGS INDICATED ON SHEETS
<br />C 1) MINIMUM THRELADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE 1 1/2- AND 2- POP ]ELCO PAIVELIAU( PLUS
<br />THAU 12 A, I7.*
<br />AND PMELMALE FEMALE 0
<br />IN ORDER TO VMWTIWE ADM CONDITION, IATWATE WIND LOADS WrOWNEID PER ASCE 7-10 SMALL BE FIRST
<br />REDUCED to A.S.D. DESIGN PRESSURE SAVING BY W&MY" THEM NY 0.6 IN DPW TO COMPARE THISE W/ MAX (A.S.D.)
<br />ci) MINIMUM ImmacCO PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED
<br />DES" PRCSSLASE FIATWS MUM ON SWEETS 3, 9 THOU 1 2 & 17� 18,
<br />PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE TWREADDD PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS /[STEEL WERE NOT OVER 51 0. A US INCREASE IN AU.O%M"
<br />ST"lSs MR wm WADS WAS M USED IN I" ANIALY135, FASTENERS SPACING TO WOW HAS BEEN Orrewpow IN
<br />CA) MINAKIM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL IN AS INDICATED IN NIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2016,
<br />STORM PANEL'S AMWINCY MR IMPACT AM WIND RESISTANCE "AS BEEN VICRIVIRD IN ACCORDANCE wrrm SECTION F6NLI.2 OF
<br />CA) W4WW PENETRATION OF MOO KISH" SHALL BE 3/11". 1/4- 0-20 SOtEW3 USED SHALL K 1 1/2 LONG MMMUM
<br />THE ROM MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REFORM 001114,01-01 AND #021902-0, AS
<br />SHOULD StUCCID COST, AND I' MMWJM FOR *%ULS WITH NO STUCCO
<br />PER SSTD 12-111 AS ASTIA E 330-0 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 1112301-10 AS PER
<br />C,5) IN CASE THAI PROCAST $10K. 00 PRECAST CONCRETE PANELS. STUCCO 04 0000 BOARDIS K FOUND ON THE COPM
<br />TAS-201 AND TAS-203 IPPOFOCOLr� AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 106 Or THE
<br />WALL. NKHM SHALL BE LOW ENOUGH TO REACH ?WE MAN STRUCnM K4" SUCH PANDIs
<br />FLORIDA SUILOING CODE
<br />AN040RACE SMALL BE AS MENTIONED IN C 1), C 2) At C.4)
<br />2, ALL ALUMINLIM EXTRUSIONS 10 HE 00-16 ALLOY AM ItMPER (UNLESS OTHDRARSt NOTED) WE SHEET 2
<br />(0) MCHM SHALL BE INSIALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND !SPECIFICATIONS OF THE ANCWOIrS MANUFAC-TURM
<br />1 ALL ALUMINUM 94M METAL USFO Al CLOSURES SHALL HAVE 3105-HI4 AULCY
<br />8 PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLOWING 11457ALIATION1 DETAILS SHOWN ON SECTION 1 Two"M04 6 (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY SIM ASTM A-053 OR" 80 MINIMUM. G-60 GALVAMM
<br />TWACXX;H 5) EXCEPT THAT HEADERS 0 A* SHAU NOT DE USED.
<br />STEEL DESIGNATON W/rv- 922 A,* (AFTER ROLLED).
<br />S. IT SHALL of THE *ESPCNDBLnV OF THE CONTRACTOR TO MBFY THE SOUNDNESS Or THE STRUCTURE WHEIRIC SHUTTER IS TO K
<br />5 ALL SCAM To HE STAMM STEEL _304 OR 316 AM SERIES OR CORROSION RESISTANT "KIM CARBON 111111 AS pal DIN
<br />ATTACHED TO INSURE AMC MIORACE- MIS SIM1tTEP tiHALL ONLY dE ATTACIWV TO CONCREE, CLOCK OR WOOD FRANK
<br />ATTACHED
<br />5oals W/ so AM YIELD STRENGTH AND GO k0i TENSILE STRENGTH AND SMALL COMPLY */ FLORIDA BULDNAG CODE SECTION
<br />2611 3 �S.4
<br />10 r REGULAR =M 4 ILENOTHS OVER OW. AS PER SECTIONS 1, X 4. S. & AND ALTERMTNn IW. 3W a 4W ON
<br />VISIBLE INSTRUCTING OWAllft OR 704AW TO
<br />WILTS TO BE AWIM A- 307 GALVANIZED STEEL. OR AM J04 SERIES STAINLESS STEEL WITH 36 koi MINIMUM YIELD SUDXM"
<br />ErIS S. 6 4 7 AIM CrVILY; SHALL WAVE A LECIILE AND READILY WMNG
<br />SEMIRK kid WITH APFIUCAKr REINFORCEMENT OURM PERIODS Or HURRICANE WARNING
<br />7. AN04M TO WALL SMALL BE AS FOLLOWS
<br />li. FINE INSTALLATION CONTRACTOR IS TO SEAL/CALK ALL SHIJFILR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING to PREVENT WINO/RAIN INTRUSION
<br />ItVil TAPCON ANCHORS AS MANKSF&M~ BY I.T.W. BUIUDEX. INC (Min: FC-1102 P.-)
<br />12 STORM INVILL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAOM PLUS MY OVUMG AND ZOW4 REGUtATOONS
<br />1/4' 0 x 7/11' CALK -A ANCHORS, AS AVIRMACTUROD by DEWALT INC
<br />PROVIDED OF THE JURISDICTION WHERE PERMIT IS APPM TO.
<br />1/4'0 . 3/4* SOLID -SET ANCHORS, AS DISTRIBUTED BY AU. POINT SCREW. DOLT St SPECIALTY CO
<br />MITI.F-3000 FAA')
<br />13, (a) THIS PRODUCT C10ALUATION DOCUMENT PREPARED BY THIS ENGINEER 13 GENERIC AMC DOES ACT PROM INFORMATION
<br />" 10 PAKUMATEIFEMALt 0 * PAITIOLMAlt PLUS ANCHORS, AS ~AC?UKCO BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECOIC PROJECT. �s. WHERE THE SIRCONDITIONS DEVIATE FROM THE P ED
<br />ZAMAC MAILIN ANCHORS, AS MANUFACTURED By mALT. Isc
<br />(tl) CONTRACTOR TO K FCPW4W FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDINGwT SAM OF THIS PRODUCT
<br />0ON THIS P E.D. PROVIDED NE/SAL DOES NOT DOPATE MOM THE CONDITIONS WAILED ON THIS DOCUMENT
<br />4319
<br />A MINIMUM EMBEDICENT OF TAPCON ANCHORS L410 FIGURED CONCRETE SMALL 81 1 3/4% 2' FOR ELCO PANELMAtL AND
<br />CONSTRUCTION SAFETY AT SITE Is THE CONTRACTOR'S RCOONSoury
<br />1 3/4- FOR )!AMAC NNW ANCHORS.
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INNAUD 0 MODIFIED
<br />A.2) CAUL -IN A SCUD-SEII ANCHORS SMALL OR cmKwm ile moto rem POURED CONCRETE, No EMBEDMENT INTO
<br />STUCCO 94FAJ BE PERMITTED. 1/4 0-20 SCREWS USED OVAL BE 1 112 LONG MINIMUM SHINULD STUCCO EXIST.
<br />(4) SITE VEDIC PROJECTS SMALL IN PFUMM BY A FLORIDA REGISTERED DANOVIN ON ARICHITVCI FINCH WILL BECOME THE
<br />AND f� WNWAN FOR WALLS WITH NO STUCCO, AND MAX SE HEADED SCR[ft OR ALL TNAEAM SICKCINS W/O HEAD,
<br />DICIRECIR OF RECORD (I O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WINO wits
<br />PROP USE OF THE P E.D.ONGWIMP OF RECORD. ACTING AS A DELEGATED ENGINEER to THE
<br />at
<br />P.E.O.ENGwax, 94ALL SUBMIT TO ri4s LATTER THE SITE SPECIFIC oftwoomms FOR www,
<br />A.3) CASE THAT PRECAST STOW PRECAST CONCRETE PANELS,POMM, STUCCO OR WOOD BOARDS IS FOUND 04 THE
<br />&STING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STVIUCTUA KANO SUCH PANELS
<br />(A) TM PIT& MOLL BEAR THE GAVE AND O"KAL SEA AND SIOPOILIft OF THE PROFESSIONAL
<br />ANCHORAGE POLL IN AS MENTIONED IN At) AND IN A2).
<br />ENGINEER OF RECORD IKM PREPARED IT
<br />I&- smuTTvR uAmurACRONA'S LABEL 94ALL BE LOCATED ON A READILY YV5XSUE LOCATION AT ST
<br />- t/4- 9 ?4-coN Amcmoms AS WNUFAOUWD RE I I w BVKMI INC.
<br />PAWL SHUTTER IN ACCORDANCE WITH SECTION 1701.9.2 Of FLORIDA BUILDING CODE, ONE LABEL
<br />SHALI. K PLACED FOR DICAY OPENING L"apoo To COMPLY WITH SECTION 17ogt,9.3 or THE
<br />1/4* 0 . )/5' CALK -IN ANCHOft. AS M%VNACTURM BY OFWALI. INC
<br />FARIOA BUILDING CODE.
<br />1/4.0 X 3/4- SOUD-SET ANCHORS, 4 DISTRIBUTED BY ALL POINT SCOSEV. 000 At SPECIALTY CO
<br />014-10 PANEt"TE FEMALE ID AND PANEUMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION
<br />1/4- 0 rAWAC NNUM ANCHORS, AS MANUFACTURED BY DICIVALI, INC
<br />9,S) ANNIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAINUAMITICS, AND ZAAAC NALIN ANCHOR. INTO THE
<br />\�CEN .. FLORIDA BUILDING CODE QII" High Voloctly cons
<br />BLOC" UNIT SIwx SIT 1 1/4",
<br />.
<br />11644
<br />9 2) CAA -IN III HOED -SET ANCHORS SHALL K EMORMCIED 71r INTO THE CONCRETE SUDON UNIT. NO 4 04 0
<br />7
<br />24 UM GALYAWJED STEEL STOW PANEL
<br />PIP,
<br />STUCCO SMALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE I t/2* LONG M"MW %MOWUD aur.
<br />AND I' VINNAVAl MR WALLS IM NO STUCCO. STATE
<br />I-
<br />Z���
<br />GLOM PROTECT" PRODUCTS, I=.
<br />.
<br />8.3) IN CASE THAT PRECAST STOWE. OR PKCAS7 CONCRETE PANELS. STUCCO OR WOOD BOARDS BE q IOF 0 q
<br />.110) L. S-
<br />MAL fl. ml.wow
<br />H
<br />EXISTNIC WALL. ANCHORS SHALL BE LOW ENOUGH To FLAG" THE MAIN stowivURE BEHIND SUCH ` i
<br />CH
<br />3
<br />'am 060MI' IVA FAA _6N2
<br />20
<br />.8�
<br />ANCHORAGE SMALL BE AS UDIT04ED IN 9.1) AND IN &2)
<br />*
<br />M.4096,19
<br />- i V,
<br />c�
<br />IS= ILLA
<br />014
<br />CONCRETE ANICHORS
<br />(SEE SCHEME ON.`.
<br />SHEETS 9 THROUGH 10)
<br />INSTALLATION DETAILS FOR REGULAR PANEL in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />0,04pr CONCRETE
<br />BLOCK
<br />Comm
<br />(SEE SCAKDUIE ON
<br />EXISTING POLM
<br />SHEETS 0 rMMXPCM 1 CONCRETE OR
<br />CONCRETE &,Do
<br />r- --
<br />(ISCE
<br />mom,
<br />ON OHM 3)
<br />PANEL LEN"
<br />(SEE SCHEDULE
<br />ON SWEET 3)
<br />CONCRETE ANCHORS t
<br />(SEE: SCHEDULE ON
<br />SHEETS 4 7400UGH 1
<br />Solt
<br />i
<br />o.
<br />or v
<br />ED.
<br />SIX
<br />�yTylie1/2
<br />I• HINCHIM SIM
<br />-to
<br />ALTERNATE �RVVt
<br />ANCHORS CDNC
<br />(M saorctu ON
<br />SWIM 0 THROUGH 10)
<br />CO. EDGE DMANIM
<br />(SEE SCHEDULE ON TOP BOTTOM MDUN71NOS CAN BE
<br />SWEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />WOOD ANCHORS
<br />ON
<br />Exam
<br />Cow
<br />Cow
<br />RICAN
<br />PANEL VIA..
<br />LOOM
<br />(SEE
<br />SCHCDUUC
<br />ON SWEET 3)
<br />OF 'L
<br />SOIS
<br />7
<br />i M�X_
<br />IjO
<br />CONCRETE AAcHoRs
<br />("Z =110Z ON
<br />SHMM v THROUGH 10)
<br />WALL-MONG
<br />llm,;
<br />-
<br />REQUIRED.
<br />CONCRETE
<br />(M Some
<br />Sh" 9 I"ROUGH 1034 -x_ 1
<br />.
<br />S1
<br />)Min, =1
<br />v
<br />GLASS
<br />SCHEOLU
<br />PANEL LENGTH
<br />ON
<br />i
<br />(SIDE SCHIMULE
<br />ON SHM 3)
<br />EXIST
<br />n,
<br />Eb.ify
<br />I
<br />4NO
<br />APFucAsUL),
<br />M ANCHORS CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SIRM 9 THROUGH 10)
<br />*10 ONLY wmaN SOLID
<br />MT
<br />AM EXISTING POUM CONCRETE
<br />OR CONCIRM NwOCK
<br />:lKwus MIMS REQUIRED.
<br />DETAILS
<br />FOR REGULAR PANEL niINTO
<br />WOOD
<br />ALTERNATE LED
<br />INSTALLATION
<br />4-
<br />z
<br />)
<br />HUME t -ws'c' ON
<br />ALgRMKTE 100000r�
<br />SCHEDULE
<br />11
<br />. I, M
<br />SHEET 11)
<br />SHIFT 11)
<br />Is AS, W/ PUT
<br />44 Is
<br />Ile
<br />-
<br />- -- -- -1
<br />REOL%"
<br />4
<br />IVA.
<br />v MAX.
<br />PANEL Loot�
<br />(SEE SCHMUU
<br />ON SWEET 3)
<br />-(D
<br />50111
<br />or v
<br />MAX.
<br />9 12 1/2- D.C.
<br />WOW
<br />REWIRED
<br />tam EM CGwlaj&jQbLsff_sEGjM: I INSTAUAMN ARE ONLY VALID FOR MAX. A_S.D
<br />TOP IS BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING %.z.f) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON St 3
<br />INSTALLATION, 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS 70 BE SOUTHERN FINE No 2. All SPECIFIC
<br />DENSITY Of 0.55 Dot EOUAL_
<br />WOW 44CHM
<br />(SEE SOMENLIE I*SHEET 11)
<br />REQUIRED
<br />2'X4* RATE.
<br />RuMOLHIMING
<br />ALTERMIATHE M
<br />Hu- ffla SCALE 3A.1-
<br />$
<br />or MAX.
<br />!Q6-
<br />le
<br />v MAX
<br />PANEL LENGTH
<br />(Sir SCHEME
<br />ON Dw 3)
<br />-6-0
<br />CD
<br />cn
<br />-M
<br />>
<br />2
<br />C)-
<br />a)
<br />0
<br />CD
<br />0
<br />0
<br />cu
<br />cn
<br />C)
<br />0
<br />-0
<br />cn
<br />cu
<br />0
<br />-
<br />Co
<br />E
<br />#0
<br />LL
<br />0
<br />cp
<br />cu
<br />-6-0
<br />U)
<br />cu
<br />>
<br />0
<br />cn
<br />-6-0
<br />L.
<br />a)
<br />CD
<br />CD
<br />=3
<br />cu
<br />>
<br />0
<br />CL
<br />Q.
<br />O
<br />■
<br />cn
<br />cu
<br />M
<br />=3
<br />w
<br />2
<br /><
<br />z
<br />z
<br /><
<br />SHEET NO.
<br />SH 1B3
<br />
|