|
ANCHOR$ (SEE SECTIONS ON SNEERS 17, 1S. 19 At 20)
<br />:1 MAX. sA/+7. AA/17, 6N+0. BB/17. 4A/17, 3B/16, 3* VAX.
<br />, I MIN,R 11� "w/1% 7AN/16 a A w/20 � w//16, 7F1R'/» a R!!L' 1• YIN .
<br />0 0 0 0 -. o_ ._ c,- --e
<br />C� !P(oAA. d5Rt1 wri o1 INwt,u f16Fr Awa �J oR�
<br />7
<br />I 7AR� 9OX■ '' ,
<br />Y � 1
<br />111
<br />I 1 A LE
<br />PANEL NOH
<br />I'io " r oFu •'*' I I '�- - .i,, - (RIFE SCHEDULE')
<br />IJSJ• i PAFIFL BOROY OdaiAa
<br />-mmo- IRE. NR AF up a "H Ma
<br />il" MAX. W17• W17, IM/+a, IS/17, M/17, SB/ls, 3• PAX.
<br />y • MIN. BAw/aa. TALI/ 9 a rw/20 E 6Bw/+b 7Bw/n a ABwlm I • MIN.,
<br />ANCHORS (SEF SMMONS ON SHEETS 17, 10. 10 a 20)-
<br />OPTION /2 FOR LIFE SAFETY STORM PANELC ELEVATION
<br />SCALE 3/16•.1• I/r rn w
<br />a ®-r
<br />LE)P
<br />am O"O 11ML WUM OI t sorry
<br />SECTION A -A
<br />SCALE 3/Ir-r
<br />B P . r-w9a
<br />MAXIMUM A.S.D.
<br />Mo.. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GRASS
<br />CONDITION
<br />RATING (p.a.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />B'-8-
<br />2 3/4'
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />n
<br />i WOW HEADER USTI) W
<br />+r! , t;OD�NLAEAOFT 1 'I ivalDN I'II( ' R'[ wEDN R
<br />fr
<br />'i 1 4'4 TAPt•'pN a r 0.C. I� 1/4Y 1M2OUN • r 0.c. , - --. : ' ,/4•P TA� PCOM • I. O.c. I 1/4-0 rMCON a 6• O.0
<br />W 1 1%• nSICA0C0 1 ,rj �Ii
<br />4� "FADER TON Al WOOD HEADER TON AT TXXDD MLAOD1 Ar waaD HEATER AT WOOD
<br />140
<br />1/2• 11,4• �i � ./2• ; 1/4. . +/2• 31/4. 1/2' i 1/4'
<br />•--- , MN. I ( MCI, __ / •. ' 1.49X_-- -' it .... __..
<br />wavaiwom m "AR
<br />IRSa t
<br />Pi4_..
<br />I r p r 1 2• p i 2• I
<br />C� I G f
<br />T.KSI ro f4AR i (■IDIIG 1h`0 GLANS
<br />1
<br />'L• Mw. BLASE Dw ./tOMT 'l' Yaa. 0L "--
<br />PIFEt LL718711 a I w /a •L• y� PANEL ILIGT" uK saI WW
<br />1 saw) PANEL LENGTH (SEE NOR 1 ELAN) v Mm
<br />(3f1 N01C1 I f NOTE 1 BELOW) , r"TO ! ( r' :. _ (SEE NCI[ I ENRON)
<br />INS 1/•'•-2Q.1• i wi 4a1mA1mitrT it)
<br />WINO NU1�W` I WINB~NlR3�u• �,.. 1
<br />1 r. TAPoW R
<br />THAN. THREADED
<br />PENEIRMICON
<br />A I
<br />4
<br />tia
<br />( N r
<br />_-
<br />j "NNE. - II CANT. E�, I 1/4'�1-�2D�.�3{4i5. Y.S. W/ 1/A'P-70Ni�4Y3.
<br />i' .' 1 _ 7 I. 7/B�..t/Aa MMO MCAT t . ,� 7/4.0-20 2 LAMB NUT
<br />I l I'//s'Y U32• WMIO IM I, is 'lh•W . 3%32• IWNB MNNfR a 2 1/2 ac r i wA6'NEA (RY0M0)
<br />■
<br />t t ' or iAa11ER a 2 Y'2 NUT IrAB1EJ1 (EroHD)
<br />"4■TMaWI•ras
<br />. 1 '4Y IAPCaII • 6. OC _1'4AOOERD W/ SBW MM. 1HAUOEO
<br />' ,.>-i _.. AT 1 '!: . .
<br />I . (�DIB6fT1ED W/ BIUO) ! ( -N/'} 1� r MM- STW'OfD t10N A AAOL1mN !
<br />Ia0Y1a711 - tHIMADID PaOLiMTiDK MIROIN
<br />OF MAN PLAII-- i _. _LAP 8000 PLATE
<br />'_s N' WOOD PU7E
<br />>�UB[0 BiOUII WO
<br />. _ _..... !14• PLATE --..._-... 2'tN• +Y000 Put[ --- - -. _. -
<br />WALL Mil Ma
<br />�� �01!■ED SCALE 3/e-l'
<br />N SCALE ]/6•.{
<br />SCALE 3/0'.1 SELL 3/B'•1'
<br />I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. MOON LOWS FLORIDA BUILDING CODE Nth VelocityNurric ri
<br />UP TO .SSS. -72.0 PV AND PANEL'S LOGIN UP TO W-r 4 .amQ "LION. 41C.
<br />2. FOR NEW ROOD PRAMS CONSTRUCTION. 0000 MEMBERS TO E SO)MERN _ * � 2G GAGE GALVANIZED STEEL SIOIIY PANEL
<br />PPE NO 2. W/ SPECIFIC DENSITY OF 0.56 OR EQUAL * :, --' m
<br />St _ B B Nr i. w PROTECTION PRODUCTS, LLC. DRI
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-115.1W (TOTAL WIDTH)
<br />--
<br />2
<br />12500' (EFFECTWE WIDTH)
<br />_ _ 1 •ti
<br />2.100-
<br />04
<br />TOP _ 1244-
<br />X957' t 0.034'
<br />2mTHICK
<br />WOOLN�EQ..i ` S.SOQ• ;
<br />2.00024D 1' I TYP. ASIY 4-053
<br />I � ORAOF ao IRANIM MAIL
<br />0-50 CAW.
<br />IBCNdTAR A 1 R
<br />O ,�jORY PANEL ( _ .__2.470' .
<br />O2 RMRSEO W TRACK
<br />-
<br />w/ INDILEp [11CC. '' ;� i _ gyp•
<br />�..�IA�L• too$. Bla•(
<br />.12
<br />fir. •', N � ?' 131 W-
<br />ISOMETRIC VIEW DETAIL A 2.oco. P&''
<br />ROUNDED CORNER a ENDS OF PANELS _ 1
<br />END UP W/ HCMMEO EDOL .125'
<br />I R ) ODT
<br />j V-2.D00•---'
<br />"r TRACK
<br />.PWR
<br />� r- 1 zs• 00111-TB Awn. ALLOY
<br />HMI
<br />,�. � o5s- area ai•?�''V,CEN,�'••j'7P
<br />N No. 44167
<br />ATE
<br />O7 3"x3w(kAax.LALUNI. A[IME ® STOP _BOB �''ss/ VIAL / � IL E C 0_.
<br />II• LONG �•'N HHHN
<br />6063-75 Alum. ALLOY
<br />'--2.5/1"- P.
<br />11---2.250'--1 4J�y
<br />(ITS,
<br />Tn
<br />� 2.D00•
<br />2.244'
<br />��.---2.47D•---) R?.6.
<br />© REVERSED "U" TRACK
<br />;v
<br />r'
<br />2.ODD-
<br />MEN.-
<br />© 2NSL"( ax.) ALUM. ANGLE
<br />,W TAPCW ANCHORS
<br />INSTALLATION DETAILS FOR
<br />_ 1,14 TAM.ON ANCIIGRS
<br />OPTION
<br />#2 FOR
<br />UFE
<br />SAFM STORM
<br />1!f' TAPODII ANCHORS
<br />PANEL SYSTEM
<br />1 �.• lAPCON ANK3OE4
<br />0 B' O.C.
<br />O r O.C.
<br />B• O.C.
<br />_ - i r O.C.
<br />POURED CONCRETE,•.
<br />ROCK v�
<br />POURED CONCRETE ;.
<br />POWNon COIkAETL.
<br />��
<br />POLPrta OONCRET(
<br />REQUIRED {S
<br />f
<br />BLOCKB 1
<br />�
<br />OCK FEOUt1E0 ''.
<br />1
<br />�
<br />RDOU RED _ {1
<br />1I
<br />iN•
<br />r
<br />f
<br />1/4•
<br />AAA
<br />,, �•
<br />'FMw
<br />Me
<br />ED.
<br />�
<br />I ((��
<br />I
<br />I \
<br />`
<br />1
<br />IAw /YiAlIHO1gY1 a
<br />I M arwlnol N
<br />Ewe'
<br />1 W OM.p,R¢H N
<br />I•'
<br />' I (3/77'R��
<br />11Aa FDAR4IY,I w ' 1
<br />!h I
<br />e
<br />n6
<br />M �R
<br />;
<br />p•
<br />W ;
<br />u Ass"$
<br />°
<br />'!
<br />7
<br />! IEMV+'
<br />1
<br />i
<br />-
<br />1
<br />I
<br />MR R/
<br />• I 1 i L�' 1711'sitt•"7.I�AIR P1� -I � ��
<br />ATOP' _CC/1�T
<br />wrI ,
<br />N I CefF � i 1
<br />ty.
<br />CD
<br />EA iE.o.• r' :cD• i
<br />4
<br />I r 4 I i
<br />M.SW/ I!a{ t/4Y-2NrJ 4`S.S. YS w/ 1
<br />/'�, F 7/6•RrJ/a7 wm NUT WASHER 1.."Y/riwl/SR� LAND POUT WAS"
<br />P . 3/32• WIND Nut 3' lt!H9' \_7/6Y . a/32' WNO • 12 1/2 o.0 (afyONp)
<br />RR a 12 112, O.C. G6nl 1 wA6HyEq (BEYONp) : + r
<br />1,4• TAPOON ANCHORS I/4• TAPCMI ANGIGII! 11/4 TAPCOIY ANCHORS1/a• TAPC011
<br />04 1/2• ot. _.-__..i 4 1/2' O.01/E'• O.0
<br />D.C.
<br />• 4
<br />pOURC� (SWIDOOIEO W/ STUD) (STACOM W/ SIUD) a 4 1/1' O.0
<br />_ .... b11 Cufto CONCRETE:
<br />aNCR[R BLACK ... OR CONCRETE BLOCK OORR CONWM KOCK OR CONCRETE BOCK
<br />KAMM REQUIRED QUIRED
<br />RflILL!l�L� �eL l ALO ON38 ama WALL 11 C L4TAL{dT1QN l�LILL REQUIRED
<br />• UFE SAFETY PANEL Affiff-MPANFL !ll 1AtlEL
<br />SCµ[ 3/6•-1• SCALE 3/8•-1- SCARE 3/8'.1• SCALE 3/4'-1•
<br />SEEANCHOR
<br />la•mFW ANCHORS .
<br />111111
<br />1M
<br />VA MDF
<br />FOR PA7N.uFYHa RAp WOIIG
<br />w
<br />Rat AIRaR al■CFa Oy
<br />I
<br />is
<br />MINIM ANCHOSAMR
<br />MINIMUM 61 WICE R 11PAL'Sat MID THIS
<br />mm 6HS THIS
<br />AREEA ■SAATW
<br />•rw■w..a I>Ar
<br />4
<br />3
<br />MO I
<br />so"Int FOR FA ILL TWA INDICATED a
<br />SCAIft" Rm11C[ G SHIN ON S N
<br />SPACING ON SD[aAI.0
<br />THE
<br />aa.ArH
<br />IwIK ��
<br />1P01611
<br />Of PO mm
<br />Br THE FCLTO K osoftL KI REDUCED
<br />10 E
<br />SPOMI01
<br />=6 I%* MI UUMO FACTOR a4Lt O
<br />WAIT A TORT ILAAS
<br />M LESS ANI I.N4AA, a 4 THIS INWEDIA
<br />FW EACH ANCHOR TYPE a Arm IICIIEIKAE
<br />. _ _ a_ 1Jr.
<br />_ .. ,.r
<br />-
<br />. -'_- _'
<br />,m
<br />t1
<br />INSTALLATION
<br />T -
<br />I I
<br />DETAILS FOR OPTION
<br />INTO EXISTING
<br />#_ FOR UFE SAFETY STORM PANEL SYSTEM
<br />WOOD STRUCTURES
<br />�I u:.
<br />..II
<br />II
<br />" II
<br />1 4 4 rA►CON • r o.a
<br />�
<br />1f/4 . TAvcoFl A e• o.c.
<br />--._..MINI •ARM. D.C.
<br />''`,.
<br />TIGN AT WOOD
<br />,
<br />f
<br />flaw AT IVODp
<br />HNDAD[R
<br />,q.
<br />HEADER
<br />ET
<br />r
<br />'" e � ij
<br />1/2• H i/4•
<br />'f , r.
<br />I
<br />1/2' 11/4.
<br />!
<br />WOOD NEAp[A 2• pp
<br />RfOUNfD t •' Mln. Nj
<br />i l
<br />I
<br />WOOD HFiM1ER =•,' I
<br />y
<br />REQUIRED
<br />i -i
<br />11
<br />1
<br />CONi
<br />rF
<br />CONI.
<br />I
<br />:. LJ
<br />IOHDRAa
<br />,
<br />ON
<br />w, ItPANAIRN
<br />toaAt
<br />(yE StNEpAE
<br />a WI[[r tq
<br />u/155
<br />1• W.' , i L* M".
<br />PANEL LENGTH PANEL IFNCIN
<br />(SCE NOTEI I BELOW) jj
<br />" (SEE NOTE I BELOW)
<br />RU1lS
<br />SS•M: W/
<br />7 'a . 3/32•
<br />ryry I
<br />_
<br />..'. _
<br />,
<br />.1. N•:..
<br />IVSAO NUT
<br />i :
<br />t
<br />tWt
<br />\
<br />I
<br />e!a
<br />2•.4• wOOD. PLATE
<br />REANRED i.. I
<br />',7/B•r . 7/32' WOG HKP
<br />'WASHER a a I/4. O.C.
<br />2•.4' WDOD..PLAIE
<br />REOLAItO '� _ i li
<br />7/B•A I JAM- WIND 'AN
<br />IMAaKEP a (BEYOND)
<br />I
<br />I'
<br />0f/-10 PNEUAAF PL 1�4 I
<br />a 6 1/4. O.C. W//1 7/S• -+- -1
<br />''4 ''
<br />�1•-to PAIFIANIt
<br />a a 1/1' O.C. W 17 - II
<br />IAII. THREAOCO PENCIHATDN
<br />AT MOWC" or PRATE !
<br />._
<br />MIN. THREAM P, I"
<br />AT MNWDTH Or PLATE
<br />.
<br />whu N�C�
<br />,I1�KHHT
<br />WYLL1QN
<br />SCALE 3/0--1•
<br />�":' WLCEN$•''•;� SCALE !/B'-i•
<br />FLORIDA
<br />BUILDING CODE (Nigh Veloelty Nurricons
<br />Lem
<br />NO 40167 '. * Came Iuaa INC
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />Ts.
<br />Dow W.
<br />1. ALLATDas ARE ONLY IUD FOR BUILDINGS wiM A6.0. DES" LOADS
<br />* -
<br />`�'_ '.'j
<br />UP ro .30.5. -72.0 PSr AND PANEL'S LENGTH UP 10 W-6'
<br />Qp, SATE QC- _
<br />IL E C O
<br />BALL r-RV IGCr Ira rTIMIXT W U.C.
<br />q/aL/KIaR
<br />"�
<br />2. FOR NEW WOOD FRAM CONSTRUCTION: W000 MEUKR3 TOE SOUTHERN
<br />• PNC.
<br />na'y Dalo
<br />Hlnb ... a, 71Rt1
<br />PINE NO 21 W/ SPIEW C DENSITY 0r o.65 Or MAIL
<br />,.
<br />("S ' • w,r rr•w, alYerLa w
<br />''k.I�,�S! PI Al �• -i1, ':•" • ~'a�maaiRi Rm m-'m'
<br />'rNr >EM/WIWDRRI[iWrrR
<br />TE ".
<br />NON6(ar)ar-7w. FAIL(VN)MP,aNT
<br />� r w
<br />20-176
<br />aRmeo w
<br />TN TINT A iRL1 .N. PL
<br />- _
<br />SIRE R M a
<br />i.. itl0 FAMW ! Tun ai /.VLII coff"M ►aw ..iN11DlM PMNCI) i -1- roo � r +
<br />90tNOT[ t L 41BQOW l i � i� f9 I I� I I I I SR NIA[ L 4 6DD4'
<br />IF
<br />_- 1_ �_L.. _;, ......_l. �-1. _1•L Lil. 1. �_.L, _�-I. I, !..I._11. �.i.,7-x�WMI 40z.L.
<br />IA a. 1
<br />SH NOTE . 6FL.OA FOR CW MIE AIDIORS: SIX JrWFNmt 3T. WI.y
<br />,• M4 3C11FOULl CON
<br />aoG WNr I1a7 36, FDA NOOD SCREW: 1• WI
<br />> a MEsr a
<br />=NmE a '91X1®R/ QR w/p®.®
<br />• LAST ►ANa TO E 4ATALLEII Al EACH
<br />TYPICAL ELEVATION FOR 111" 1OPD■4 µPAWS E PROIDE'D A
<br />REAR IHA"'DIE ro rAOUrAA CMM1A
<br />- F INTENDED TO WE MiTA11IXD FROM
<br />t' AM OF STRUCTURE,a O W ae W/b ® •
<br />SLOW A SLOW A -A
<br />�IIf ]/31']/7r - 1
<br />NOTES
<br />(1). DEt'ISfgti_DI SERIES 2EIGD;' E - 7 HAND STORY PAWL SY
<br />STEM TEM CONSISTING Of PANEL .
<br />CPPt. TRACKS TOP A BOTTOM.
<br />(2) �j(�B D PANELS ALL ALWAYS
<br />BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR
<br />18/ SHALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(J). IF END PANEL°{ ARE / TO BOTiOY TRACR, LGNNECTJ/gN SHAG CONSIST OF
<br />1 4' TAPPED/SOTTO/ Wi1GL1/K. IWoI THUMBSCREW
<br />OCA/% OF F IOUERSI WY 'BE Al EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK VA, A STOP BAR
<br />IS ONLY USED Ai TOP)) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK
<br />us" SPECS IDEA7}b ON NOTE (3) ABOME. IN SUCH CASE. CONNECTION OF PANELS
<br />t0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />(5) SEE SECTION 1'. 3' a 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ...-.
<br />Y NTH., 2'/24 B, 1'/21 1pATL DRE -3 A 64009
<br />Swag Rw. AN so RM 1• NO.
<br />Ust aRED,A:a a SATE ») i 1• Mil.
<br />, I, SYf}
<br />FND Dr
<br />I
<br />_ �i _ 1,,t 111
<br />�_._.r1:�r I. ;-r-. (►nIUW1I PANtL7 T�-[TINFEWON PA1BLj (PP:ROR. A._ .� V_.- j AS %4 BELOW
<br />•L•
<br />iD1Y , 3. 4 YFAOP 4 Nltlj (END WNEL) ( 1
<br />I �_ w x
<br />9444i
<br />--- "B"AMR Ma)
<br />°R 4 1h T ,/r �itotc�+n i�c r'TXw
<br />PAEIs,-�16•
<br />• LAST
<br />PAIa TOE MITTAALLLLADD(ApT rEEACH
<br />ITEM 70AEIE PATAUTION
<br />E-Z HANG STORE F�_ SYSTEM r RQE"rro E RFsrAUD rwH
<br />uNBOE a slRlxrLwE.
<br />1/4• M► CAW ve N.. GAP -U -
<br />' 1
<br />SECTION ONN B-B �iL Io'tPANnsT'ttA1tlN
<br />BORE vw - 1•
<br />(1) DEFINITION OF SEWS IOOh L - 2 NANO STORM PAWL SYSTEM CONSISTING OF PANEL «
<br />1 TRACKS AT TOP a PANELW7E PLUS OR IS• LONG
<br />BOTTOM W/ PAtELWTES.
<br />(2). END PANELS S A U. ALWAYS SE CONNECI►►� ro EXD;[INO SIU WALL BY MEANS Of
<br />PA ELMATES OIL r USED V W/ t 6 LONG 'L7111 TRACRK AT BOTTOM, END PANELS
<br />SMALL BE CONNECTED TO w 1 4 s-70R3j/4 S. w/ 7 q"p 3//3�Y
<br />WING NUT OR 1 4Y- MM. THUMBSCREW RNTO TAPPED/(� (E7ICCPT AS
<br />DESCRIBED ON TOTE (3) OW).
<br />(a) FOP CASES WHEN ENO PANELS ARE USE j0=Wk` W/ 15' LINO AT
<br />BAIT END PANELS ME NOT SUCH PANELS.
<br />BgITOY 1MCN 7G STO► BM
<br />L RE PROVIDED AT LOP OF SUCH PANELS.
<br />(4). FOR INSTALLATIONS WHELLIM
<br />NN/LDDO PANELS AM SOME INTERIOR PANELS ARE DIRECTLY
<br />MOUNIFIED TO EXISTING MAY K USED JOINTLY
<br />YIII. EOCE NDA47 FOL TARS CA� INTE/SRO PANEL ELEVATION AND Wl $PTO NAZI
<br />W TWO PANEUAA7ES Na ,t�D� (6�� 00/E25
<br />NOT NEED 10 BL CONNECTED 1D (?) BY ANY Y6RNS TPACK Q) SHWl µn�ALL D
<br />SUCTI THAT ADJACENT PANELS TRi LEFT a RIGHT SOE OF AROIIOR
<br />THEIR OVERLAPS RETAINED 6Y �.
<br />CR[f� EROCN
<br />RrouRED �1
<br />EA •
<br />INSTALLATION QUAILS FOR
<br />INTO EXISTIND POURED
<br />OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />CONCRETE OR CONCRETE BLOCK $JRUCTURES
<br />)L:/' tMCON ANCHORS
<br />B ac
<br />1/4• TIPCON plp/pR6
<br />a r at
<br />� RED
<br />REOUMED i1 :•
<br />cD •
<br />H
<br />IIAn �4rVHIIIPIuFR W �
<br />r tpAa4K CN I
<br />1 1
<br />EKIanR�y
<br />olAss I I "
<br />1
<br />I I
<br />I '
<br />I I
<br />1
<br />I14-10'A PAN[LMATE PLUS W/
<br />.... 7Ati . 7/u• WING NUT WVANLR
<br />a 6 1/4. O.G.
<br />CONCRETE
<br />ca�Nant 1LOC■
<br />wAu rQjQW.MMPANILjsjmt!
<br />EL
<br />WALK 3/6•-3/r-1*
<br />/..
<br />1/..
<br />SFA ow 16 • m TOR Rb T171 A
<br />" tTl[
<br />s1la
<br />lWiiMBr
<br />INTO
<br />`SFAMRNAE fa raTµuT ONA INTO 1r6D6
<br />MMt SAWING
<br />IM ANIWNWI 4nma
<br />a
<br />3
<br />NCHO
<br />QX1 ON ANCHOR A 11PMWAAGNIGS AND IIN4111A
<br />100E THA a twt
<br />•FwaRH Crr•M DU
<br />I
<br />I
<br />" FOR CA LOTS
<br />SCKM AE FOR to 133E 111W IahA/W ON
<br />P. t41H d,RIY Y W
<br />2 IA
<br />VAC" XNww go $aHeatLt
<br />AWA La IBM MEMO
<br />PAM
<br />Wr TN! FOu0M0 FACTORS FOR INS
<br />opove N to AS "1xSaL REDUCED
<br />LAND FACTOR
<br />7*4
<br />WE LESS M
<br />FO L94 A N MtIY1M fam TA ascwm D
<br />FOR ETAS AHK,OR TYPE a TAB !o1lDul[
<br />-
<br />T'
<br />, m - ..
<br />140
<br />GtT6FRAl nnTbs: WAY m E_z N171G stoma PANEL s wu
<br />I E-2 M P P 7 P.
<br />H1AN(' WTI HE 2 SHOWN ON THIS PRODUCE EVALDA ION DOCUMENT ED HAS BEEN FOR C IN
<br />(
<br />IIERIrCD COMPLIANCE
<br />ACCORDANCE wnHl THE :020 (71n EDITION) of THE FLoworL BtmLXNc cooE.
<br />DESIGN WIND LOADS SMALL SE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE,
<br />FOR A MIND SPEED AS REOLIKED aY THE ,WRSO CEgN WHERE THESE SHUTTERS WILL K INSTALLED AND
<br />MR A D67ECTIONAU" rAC'IOR Kd-0S5. USING ASCE 7-It AND SMALL NOT EXCEED THE MAXIMUM (AS.D.)
<br />DESIGN PRESSURE. RATINGS INDICATED ON SHEETS 26 a 26,
<br />IN ORDER TO PERRY THE ABOVE CONDITION, ULTIMATEOESIDN WOO LOADS DETERMINED PER AWE 7-I8
<br />SWILL BE FIRST REDUCED TO A.". DESIGN WIND LOADS BY MULTIPLYING MEAN BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (AS.0) DMIGN PRESSURE RATINGS INDICATED ON SHEETS 26 a 26.
<br />IN ORDER TO VERIrY THAT COMPONENTS AND ANCHORS ON THIS P.&D. AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE
<br />N S7 FOR IN F T AILONABI.E CCOR WIND l.OMS WAS USED THEIR ANµYS$, ASiENEI$ 9PNCNW O wooD HAS BEEN
<br />(14t
<br />DETERMINED N ACCORDANCE MAIM N.0.5. 20I5.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE IWTH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER rENESTWLTION T[51eVC LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAY-201,
<br />TAS-202 AND IAS-203.
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE RSTAIM ON THE OUTSIDE Or THE OPENING ACCESSING IHR OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIT THIS APPLICATION tS VALID WHET+ INSTALLATION $ INTENDED TO BE PERFORMED
<br />FROM THE INSIDE. OF STRUCTURE.
<br />3. SERIES TOM OWWATON IS APPMAKE TO SINGLE AND DOUBLE HUNG STYLE WINDOM WHEN INSTALLATION 1S REQUIRED To K
<br />PERFORMEO FROM THE ROM Or STRUCTURE.
<br />4. SORES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HOWONIAI SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION 1S REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE
<br />5. ALL ALUMINUM EXIRUSKM TO E W63-TS ALLOY AND TWER. .(UNLESS OTHERWISE NOTED)
<br />B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-1414 ALLOY.
<br />7. ALL STEIN. SHEET METAL PANELS SNµt WOLF STRUCTURAL DUALITY STEEL, ASTMI A-653 GRAIL. 50 MI,, 04VAMZED STEEL
<br />DESIGNATGN W/Fy. 56.5 w (AFTER ROILED).
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AIV SERFS ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />500111 W/ 50 Its, YIELD STRENGTH AND 00 INN TENSILE STRENOTN At SHALL COMPLY W/ FLORIDA BUILDLNC CODE SECTION 2411.3:34,
<br />B. SOTS TO E ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL Wm1 36 It.. MINIMUM YIELD STRENGTH.
<br />10, ANCHORS TO WALL SNNLI RE AS FOLLOWS.
<br />(A) iD to<T!Nn POIm�gFg.AL7E.•
<br />1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.TW, BUILDEX, INC. (ARM. t'c-3162 P•6.1.)
<br />1/4• . X 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DENALI INC. (MIN. rt-3000 P.Lf )
<br />/14-10 PARLMATE FEMALE 10 A PANELFNTE PLUS ANCIAR3. AS MANUFACTURED MY "0 CONSTMICTION PRODUCTS
<br />(1'e.iSSp Pt.i.)
<br />AI) MINIMUM DAM" OF TAPCON ANCHGq$ INTO POURED CONCRETE SHALL BE 1 3/4• AND 2- FOR PµELNAIE
<br />FEMALE D a PANELMITE PLUS.
<br />A2) MINIMUM EMBEDMENT Or 1/4'0 X 7h- CALK -IN ANCHORS SHALL, BE K 7/6- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SMALL BE PERMITTED.
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SAIi BE LONG ENOUGN(SHOULO ANY FINISH MArERAL EXIT) TO ENGAGE 3/4•
<br />INTO ANCHORS.
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ENE EXISTING WALL OR
<br />FLOOR, ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHINO SUCH PANELS. ANCHORAGE SWILL
<br />BE AS MENTNED IN AI) AND IN A.2)-
<br />(0) To neTAG.fOlN-n'-'-r- Rios.: vNN_i
<br />- 1/4• P TAPCON ANCHORS AS MANUFACTURED BT I T W. BUILDER. INC
<br />- 1/4' P X 7/1' CALK-N ANCHORS AS MANUFACTURED BY DEWALT NC (C -1500 P.11,)
<br />- IT 4-10 PANEUMTE fEWLL O AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUC13 (rm-2071 P•A.L)
<br />an
<br />w w
<br />W PQrN bl��
<br />I
<br />I I CANT
<br />1 OWN)«
<br />. r
<br />1
<br />I
<br />I �
<br />1
<br />EQ• n.
<br />14-,0'4 PANELAIATE PLUS W/
<br />/.... �/UIf . 3/32' WIND Nut wSHM
<br />(BEYOND)
<br />OR CONCRETE KOM
<br />REQUIRED
<br />w"u Bbolur-1• aAuia aMO
<br />SCALE
<br />01) MINIMUM FJABEDMOVr OF tAPCON AND P ANOTORS IFANiLMATE FFM4LE D a ANELWTE PLUS INTO CONCRETE
<br />BLocK SMALL BE 1 1/4'.
<br />9.2) MINIMUM EMBEDMENT OF 1/4'4 X 7/6• CAUL-N ANCHORS SHALL BE IS 7/B• INTO CONCREIE-
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4' 40-20 SS SIDEWALK BOLTS USED SMALL IE LONG ENOU Mr(SHOUW ANY FINISH MATERIAL EXIST) TO
<br />ENGAGE 3/4• INTO ANCHORS.
<br />S.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />ANCHORS SH041, BE LOWS ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. A7CNORAOE
<br />SMALL BE AS MENTIONED IN 8.1) AND IN 0.2).
<br />(C) A FN SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />TORER
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE SMLXIUIK WIRE SNUFFER
<br />Is To BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE, BLOCK
<br />OR WOOD FRAME BURDIIGS.
<br />12, THE XVSTALLATON CONTRACTOR IS TO SEAL/CAULK ALL SHNTEN COMPONENT EDGES 04CH REW W IN CONTINUOUS
<br />FACT WITH THE BUILDING 10 PREVENT WIND/RAP! INTRUSION. CAULK AND SEAL SPUTTER TRACKS ALL AROUND FULL
<br />13STORY PANEL INSTALLATION SMALL COMPLY WITH SPECS NDCATED IN THIS DRAWING PLIES ANY BUILDING AND ZONING
<br />RE6NATION5 PROVIDED BY THE VUFPSOCTION WHERE PERMIT IS APPLED 10.
<br />14 ATRIUM WINDOWS AND DOORS, NC. E - 2 HANG STORM PANEL SYSTEM- IS POW PBNGM
<br />15. {C) THIS PRODUCT EVALUA/ION DOCUMENT (P.E.D,) PREPARED Br THIS ENGINEER IS GEMINC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT,. LP, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD
<br />(a) CT MRA PRODUCT
<br />p ACT BASED FOR
<br />PPROV DED HE/SE L4 DDEND YNTEEF'ROMM THE CTION ONDITIONS LWE BALED ON
<br />THIS DOCUMENT CONSFRUCTON SAFETY At SITE IS THE CONTRACTORS RESPONSFOUTY.
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED WOW IF MODIFIED.
<br />(4) SITE SPECIIC PROJECTS SLML BE PREPARED BY A FLONW W"TEAEO ENGINEER ON ARCHITECT WHICH WILL
<br />BECOME THE CHOM R OF RECORO (C.O.R,) FOR THE PROJECT AND WHO MAUL BE RCSPONSOU root THE PROM
<br />USE OF THE P.E.D. EN61FEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL
<br />SUBMIT M THIS LATTER THE SIT SPECIFIC DRAWINGS FAR REVIEW
<br />(a) THIS P1.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROrESSIONAL ENGINEER of
<br />RECORD THAT PREPARED IT
<br />16 STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION At STORM PANEL IN
<br />ACCORDANCE WRAP SECTION 1706.0.3 OF rLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING.
<br />LABFLIND i0 COMPLY WITH
<br />9ECTON 1709.8.2 OF THE FLORM BUILDING CODE.
<br />INSTAUATION -"TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEU 1 D CONCRETE OR CONCRETE BLOCK
<br />fONG[W ' 4 Ara IQ fPfPti--.y,p (1Q_�AX�
<br />4.d la`W'Q'w NNf °R I� I � 5 �M4,d � ON� �.� �\ � •�OM LVIORw
<br />f - 4w..
<br />9 J -� •
<br />i
<br />wl
<br />IN n
<br />FOR M"
<br />IPIO OLMi
<br />I
<br />1 I
<br />1 I
<br />tt fl�Mr: 1Y n
<br />B
<br />1
<br />I
<br />�LL-Mg T OWNS
<br />jhm-. aN War a)
<br />y�
<br />O
<br />.we §%
<br />a
<br />11�
<br />I
<br />T
<br />IN YI IN�>o.1/.•
<br />nAN6HRW,tIMIR RFR
<br />� V
<br />.AIL a EAR
<br />N=--
<br />mow 8)
<br />3wL
<br />B
<br />-
<br />lh-,
<br />�ToCMNaTN��
<br />SECTKiN 3
<br />s1����.
<br />�
<br />AmL I.
<br />SOIL 3/11.1-
<br />Y' S/6.t'
<br />l °r "M° • E W
<br />Na SrORWrA/ONP T TIP AIPa Fa
<br />,R V MII AT LOP /R Pp(. MINI
<br />® AI a i�'eo°R
<br />1MIIIHMI
<br />1'tA
<br />BWM tr Mte
<br />RRAPt u,"KM"IaSw a
<br />.*"'
<br />i
<br />I"'�"°'''db
<br />1t� "' °°'.M""11 a t�Am�
<br />� No,
<br />44187
<br />to ..ITmHN MOWRINo6 FAN m
<br />ockwo IN ANY IN, TO w0 ALAI
<br />FLORIDA BUILDING CODE N
<br />STARE
<br />NNm riTrco W_
<br />20 GAGE GALVANIZED $TEER
<br />4
<br />O'• < _.. ••�tVA
<br />ta.. ADM IIla.Cr
<br />•••?
<br />IL E
<br />GLOBAL PROTECTKN P1
<br />Irm'.oliiuri �T/nt.
<br />p NOSly
<br />,IR I o■,�
<br />-6--P
<br />N
<br />N
<br />L
<br />_
<br />cu
<br />0
<br />CL Q
<br />0
<br />O
<br />.�
<br />cuL)
<br />Ucj
<br />�
<br />cu
<br />0
<br />cn
<br />2
<br />0
<br />cu
<br />0
<br />0
<br />c0
<br />LL
<br />0
<br />::1.
<br />.�
<br />AQ
<br />W
<br />2
<br />cu
<br />-0•
<br />��\
<br />c I
<br />en
<br />C
<br />O
<br />as
<br />CV
<br />C5
<br />0
<br />LAN
<br />CTO
<br />n O
<br />ff
<br />N
<br />N L
<br />Q
<br />N
<br />ra ED
<br />d
<br />d
<br />d
<br />d
<br />�
<br />tx
<br />'3 to
<br />/C
<br />a7 A
<br />Na a,
<br />o
<br />U
<br />z
<br />.end'
<br />W
<br />_(3)
<br />U)
<br />cu
<br />U)
<br />CL
<br />CL
<br />(3)
<br />c
<br />cuBRNB.IY
<br />O
<br />U
<br />■ �
<br />/•�
<br />v t/
<br />�(Dcu
<br />W
<br />w
<br />Q
<br />Z
<br />Z
<br />J
<br />a
<br />SHEET N0.
<br />SH 1.2
<br />
|