|
I 1 _ 1"AR: 1 •.7 r.. I _ II ( • ganup... 1 111 µ .
<br />-.. _ -__-.. ... ANCHORS (SEE SECTIONS ON SHEETS 17. 18. IS a 20)----.
<br />3• MAX. 3MT7. AA/t7. 51yt9. 31J+7. 4•/17, Se/19. 3' MAX.
<br />I' MN. WWII. IAr/» ! &WI20 I ► ■w/19. 71W/19 a OW/20 I•
<br />D.M.or04_
<br />I I I
<br />�wSaAAe SfOb PAIf[ I tell 8Kl'ft SIOY 0.M1 �W �MQ
<br />A - s f, L 1 P LfHGIH A1M9'A
<br />- f (SEE
<br />.'` r .AK+ AT 9I A 1 (SEE $CHEDUI.E)
<br />aYNMN i . K I
<br />- wriff
<br />_ i....f � -- - e
<br />D.Y..®°F� - `�• ! _ -. _.._ 1
<br />-'Mk'w• Yea MR a MST a Me4 R•45. •-atveA►-
<br />�� WX. W17. 0/17. 56/11L >SJ/7, %1I. Skills. 3• MAX.
<br />1• MIN. 9AW/1Q 7Aw/» a MW/20 E i6� •w/,9. I1R/n R w[J30 1• aN.
<br />ANCHORS (SEE SECT04S ON SHEETS 17. IS. Is A 20)-
<br />OPTION #2 FOR LIFE SAFETY STORM PANELCI) ELEVATION
<br />SCALE 3/16•-1- lie WALL. WP
<br />bJJ 01� PIN Be _.paE wuM OU�oR®
<br />SECTION A -A
<br />SCALE 3/le-,-
<br />MAXIMUM KS 0.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.s.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />455,0. -72.0
<br />B"-B'
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />INTO EXISTING
<br />#2 FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />STORM PANEL SYSTEM
<br />,
<br />I(
<br />��
<br />,,--
<br />i` 4k.I•FL�`�
<br />i .' -" I �
<br />II
<br />lkaDr -,..- ," )yi. ,,. �IEADFR
<br />f
<br />1 4Y TAPCON e r O C.
<br />D
<br />-
<br />;} - 11. 4'e TAPCOD a e• O.0
<br />-r ....GALLS 1%2• YN. iN7NJkL
<br />•,
<br />,t.J4•P iIPCON a s• ac. .� -�.-. q , Ja'a TAPCON o •' O.C.
<br />- _".._il
<br />j{
<br />A7 WOOD
<br />:
<br />Ii
<br />nM AT 'WOW
<br />NJI 1/2• MW. i W DEO _ s 1 1 nIRFAM
<br />PFIRRRATIDN Ai MOOD wD00
<br />It't
<br />HFTApLR
<br />HEADER)'
<br />(1
<br />HEAOEA HEADER
<br />1
<br />ice- 1'/4'
<br />A"
<br />•/:' 1,/1'
<br />1%2• Tile 1%2' 1/4•
<br />2-
<br />YyA.- I MI5_.
<br />IfP ®
<br />Mert I;
<br />IRr.
<br />1.._._
<br />ILS�
<br />3
<br />j
<br />G G
<br />PANEL LENGTHa
<br />LXGTNG� "•• wPA1IAPeu
<br />CUBS ( yp ply
<br />9[ET 1N
<br />i
<br />EPsnNG MA. 2vNM1KN
<br />1•Mee. �,gS -.-) ro aRffi
<br />1- s>ASS
<br />a Wt7[ 1
<br />i'I(SIR
<br />j (YL NOTE 1 BELOW
<br />nI
<br />'OnIENCi1OW) i 1• Wa.
<br />LENGTH
<br />DUST"(
<br />WIeN
<br />i EM
<br />,,,. :i_ BELOW) "Am R4MS
<br />( _ .; (SEE NOTE IPANEL
<br />A L'rn
<br />OU55 cm
<br />(aX iln®utf
<br />ft s4ii 1R}
<br />I
<br />I
<br />I i
<br />1/I'r-m.l• K-
<br />�
<br />.... _.
<br />`-
<br />GAGA
<br />CLASS (am
<br />F'-(OR ow Ifi[ _
<br />i aK s¢T 1i)
<br />F A-
<br />-, t/4'•-2mi' �.
<br />WJ -_ ...
<br />ie�'lo
<br />l
<br />Nu3Ju-
<br />lile" TAPCON
<br />a w/7 ijz i
<br />.
<br />.. _--
<br />iMIN. THREADED .
<br />.
<br />IPENETRATION Al
<br />roruTH a PLATEr •-
<br />t
<br />e
<br />®
<br />Mi
<br />CO =•
<br />ED
<br />1
<br />1
<br />f'
<br />-'`
<br />r _ _ _1 1
<br />r/
<br />I
<br />- COi
<br />cart.
<br />�. _ : I
<br />Tile• /MEDIC r IT Fllo . 7�a3/�Hl nc 1U r/
<br />;/e•.. 3/32 Ynlla NAR
<br />MAS/YR a 11 1/2D.0
<br />T./B'0 . 3/3I' erlO
<br />- ilrr nNsen; (BEYOND)
<br />WASfIR a 12 1/Y oc wASHTR (EwMD)
<br />_
<br />-- 1•'4C.
<br />(9TROOEPED W/ Truall
<br />4.C.
<br />( T3rA000M W/ SRID)
<br />1 1•• IN • r D.C. -
<br />' 1 THREADED
<br />rl N THREADED
<br />W i 1
<br />noN RT MCWOTM
<br />aWDPLATE
<br />AT MV
<br />OF PLATE
<br />.• , .•_.
<br />- T;.RT YOnN 107N
<br />OF HATE
<br />_. _
<br />' ao PLATE .IRE IOUIEOwaD PLATE
<br />2
<br />REETA
<br />WALL
<br />WALL WMAM
<br />WA�OUN��NFOUK�EOaftim
<br />sC/AE 3/r-1'
<br />A•�,
<br />i��
<br />SMILE 3/8--1-
<br />SCALE
<br />McNN
<br />3n•-H'TIL(/l•..
<br />A'�9
<br />SCALE 3J8'•t'
<br />ENgE•
<br />FLORIDA BUILDING CODE (High Velocity Hu care, Zone
<br />1. INSTALUATO" BUILDINGS OINK» VALID FM BUILDWITH A.S.D.
<br />UP 70 ,S&S. -72-0 PST RIND PANEL'S LENGTH W to V-r
<br />DESIGN Lows
<br />q
<br />N.
<br />0.
<br />�
<br />.2m `%ACC. RE, F.P
<br />20 CAGE
<br />TIME
<br />.k s
<br />GALVANIZED STEEL STORY PANEL F9MN e.
<br />2. FOR FEW *ODD CC$BTFK W WOOD MEMBERS TO
<br />PNE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />BE SOUTHERN
<br />i
<br />G
<br />��• - __
<br />_
<br />PRODUCTS. U.C. Vlfx/E
<br />IL ECOIIIC. OIOBAL PROTECTION A,aaT WW
<br />.$o
<br />''.ry�lFsl.
<br />3331
<br />.....
<br />Al
<br />.. IPA• P. r > rAwM 4e0t1 A > Peni (a4J rEr6a 716.He6-ml 20-176
<br />- CA, mF �OOGBf I: "I ---DRI4MK N..
<br />PIN//IQ
<br />of
<br />11 PE �iE
<br />GAGA. F. .n. I[tw
<br />"LIMA IAMT Jrnow, PY Y n-w -
<br />aQf N al 1e
<br />COMPONENTS FOR SERIES
<br />2000 DIE 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-1-)
<br />15.»6' (TOTAL WIDM)__ - _- _ -..
<br />12.500•
<br />GAGA. -..._ _-.
<br />- 2.250•-2.591"-•.-
<br />�.
<br />•�
<br />- (EFFECTME
<br />I�-2.250 fJY�•
<br />-. .__._...-3114•
<br />/
<br />r135D -. .._t.3?O'--.
<br />,- t.)50' - •'•_500-
<br />__-H
<br />Tk
<br />xy5p
<br />'
<br />�FP
<br />2,244•
<br />TM
<br />/ I
<br />2.657' O.DSe- MN tl.cK
<br />HE+MEO ..- 1
<br />r
<br />3.SDo•
<br />x.SaD-
<br />2.OW 2 'i ! ,
<br />TYP. Arm A-663
<br />- HEMMED+
<br />so
<br />EOCE
<br />DETAILdJ l
<br />A �15
<br />1.2N'
<br />GRAM M19RYUM
<br />-,.yETAN.A 45$ G-® Cµv
<br />_._i
<br />+�q
<br />'y��•
<br />•
<br />(.
<br />F?S.
<br />t ..L�
<br />S
<br />(
<br />--2470`
<br />Q STORM PANEL
<br />- -- 2A70• -
<br />OZ
<br />REVERSED "h" TRACK
<br />O REVERSED "U" TRACK
<br />�
<br />Pa!AEL END UP �f
<br />W/ NBAIED DOE... ' N
<br />.' ?
<br />3 -.ISO•._
<br />.750257-
<br />rlw
<br />-
<br />ry
<br />"
<br />M
<br />p
<br />? 13 750'
<br />II
<br />ISOMETRIC VIEW DETAIL A
<br />2.000
<br />2.000- I J
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />f25.
<br />END UP W/ HEMMED EDGE
<br />(N.T.S)
<br />750-
<br />I - ' 3
<br />x�0I0r0�•�.-M-t�.5•Ma.�.
<br />_♦_W.�_c
<br />O ".t TRACK
<br />®
<br />�._�..�LA
<br />® '1 TER'- ax.)3YR ANGLE
<br />4
<br />1t4
<br />I.
<br />6051-TB Alum. ALLOY
<br />n >�• . � I Goss' R7PJ
<br />��'� A..r+A/l
<br />1_ _I
<br />�
<br />IT:
<br />FLOfMA
<br />LRCM "Eli NC
<br />B"NG CODE (High Velocity HurilOame Zone
<br />rs.
<br />f--r MDK -'�
<br />WE OF _
<br />��'•. - • e
<br />20 GAGE GALVANIZED STEEL STORM PANEL GRAN et
<br />O7
<br />3•"x3W(Max.) ALUM. ANGLE ® STOP am
<br />OR-
<br />NA/
<br />I�O )Ne
<br />L PTCTOti IwP9RWODUCiIF LC a2'0�-9
<br />T I" LONG
<br />INNNN
<br />OM6
<br />60-T5 Alum. ALLOY
<br />aPe Ra
<br />.t,a W."m
<br />MI
<br />Plow. (MINOR RA176
<br />P1. Stu, xNuuWE/DA1E
<br />ri-aWa719
<br />t•l1a A Jr.. PJ:
<br />In1
<br />R- W DA,M9Y Ib:
<br />P-•e • SNIT 2I I S
<br />POURED CONCRETE_,
<br />OR CONCRETE
<br />BLOCK *to~
<br />POURED CONCRETE POURED CONCRETE POURED CONCRETE.OR CONCRETE
<br />.
<br />BLOCK HEOUIED 1 OR CONCRETEOR CONCRETE
<br />BLOCK REOLIRED 1 ` BLOCK Fs4uk4w 1 \\
<br />1/4 Fc-
<br />1 - Me..
<br />E00 j"
<br />CO0 \ r. l LO0 '-----
<br />[. .:: oNT WCONT
<br />1 '
<br />Mwr1PPWMrllvPi W -® I Ya OlM10Y W ) -� � 14 iVWO� we �
<br />$ Gp� MKa[[ a GS1 r- lom�[A�a ± 1- Sus l�ne
<br />'•
<br />CLASS
<br />In
<br />9 A i �'r •I EKm1NG.J � rr � I � r i °m 'a � €g w
<br />�dj i (631 W
<br />K I e• y 1 - �q
<br />s
<br />es w T/e'N , W ; �' y . TID'•,aR. ,i Ji
<br />Iry ..a MP • ��- ; ---�- _ ! 1 .`.7 orNAr 1 _
<br />1 1 ,
<br />1 1 j
<br />-Ep0 �6. .fE.D.• � 'MITI►/ � C•
<br />1/2' :• i 4Y-2NUf 5. as. W/
<br />/3 W
<br />Y/Cba/32 fYdO WASHER%6•.AS/32-
<br />!2 ,-, 1 4Y-•2o,3µ•S.S. MS, W/
<br />W"66 NUT WASH"
<br />'QT . 2' WIND NUT
<br />\7/Iff . 3/32' wN0
<br />(BEYOND)
<br />(BEYOND)WAS"
<br />C-aK wAS1ER 0 12 1/2` O.C..C.
<br />�'KF1U1 wA4NER (Bi1'OND)
<br />i
<br />TAPCON ANCHORS
<br />1 '4' TAIKON AIK916R5
<br />-.GIB
<br />_ 1/4 TAPCON ANCHORS
<br />�i 4 1/2' O.C.
<br />7/4' TAPCON
<br />'�A1
<br />(SvINXBOED W/ STUD)
<br />4 1/2. O.C.
<br />(STACWn W/ SRA3)
<br />0 4 1/2' O:C
<br />-POURM CONCRETE.D
<br />.. CONCRETE
<br />-OURECONCRETE
<br />POURED CONCRETE
<br />eUNREQ CONCRETE
<br />CONCRETE BLOCK
<br />OR BLOCK
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />TNIGIN NG- OWAUAIM
<br />WALL MIIIl NG INSTAI i ATM MALL
<br />YOUI " JQ� �:L
<br />f
<br />MOIi�INSTALf ATK)N
<br />O REOL LAR PANEL
<br />SCALE 3/e•-,'
<br />e 1 SAFETY P Ncl
<br />SCALE 3/e'-,'
<br />e
<br />SCALE 3/e'.,•
<br />Lg FETY sPANEL
<br />SCALE 3/6--1-
<br />SEE--
<br />TYPE-
<br />to a m ran ArNM
<br />Ao1WH TYK
<br />i/•,•
<br />WY W s
<br />FPACKID •,sTMJAt1ae ert9 1eooD
<br />Ae. TWppR SIMMONS IM+)
<br />[
<br />LO
<br />WONE ANCHOR
<br />CDCEWON"DI TANCE SPACINGS MID HwHIw
<br />ON THIS
<br />[OMI
<br />AREED
<br />•1o= aaMPr 0.J
<br />]
<br />UILE FOR LESSSONCATOW
<br />so4m E FOR ED. LESS 7IWN OWAIM DN
<br />MULTK E REDUCE YOmm 9TNL7q 9Y
<br />TMLYW SNNONG ON BCMSAAE
<br />R0.MMJ
<br />A69UIl L4
<br />IIIa19R
<br />N TINE FOLLOWwcwm TO ING; osswE. FOR TMS
<br />BY RM.
<br />M LETAM AOR TW 9 N THI nSCHEM
<br />rw CAN TTRTw IIPE aN TIS SaIEOAAf
<br />FLORIDA BUILDING
<br />INSTALLATION DETAILS FOR OPTION A2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I
<br />1/4'40 TAPCON a B' O.C. Y GA GA. ..1/4•• rIPCON a s• D.C.
<br />,, I IS/I 1/2' ANN, tHREAGM
<br />I'..' HEADER T10N Ai WOOD I,PENETRATION AT WOW
<br />HEADER
<br />MIA.
<br />MOOD HEADER 7'.'} 1._ .. I W000 HEADER_`.-_
<br />REOLIIAED -- 1' €, {� REQUIRED
<br />AAis SuamroN '
<br />m 6KA65 _
<br />(SEE a MAaT 1p
<br />HOT 11)
<br />Ex6TRNG '
<br />CLASS' �
<br />I
<br />,
<br />} NML IPNIA,OI CD
<br />To
<br />t� SOI@AA
<br />'L, LAW
<br />EXSTDIG OM aeEl 1Q
<br />awss '
<br />PAIR LENGTH PANEL LENGTH
<br />(SEE NOTE I BELOW) I/4'f-2W1'„ ' (SEE NOTE 1 BELOW)
<br />SS M.S W/
<br />0
<br />,
<br />2't4- WOOD PIA" -.1n'f A 3/32' WING NUT
<br />REQUIRED WASHER e 9 1/4- D.C.
<br />I
<br />/14-10 PAIELAATE Pik IA
<br />L6 1/4. O.C. W 1 7/B'
<br />. THREADED t7DN
<br />AT MOWK" OF PLATE
<br />IMAUAVION
<br />SCALE 3/8•-1'
<br />Y21ES
<br />1. WAUATIONS ARE ONLY WLAD FOR BUILDINGS WITH LSD. DESIGN LOOS
<br />LIP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO B'-W
<br />2. FOR NEW W000 FRAAE CONSTRUCTION: WOW MEMBERS TO BE SDUTHERN
<br />PIE NO 2, W/ SPECIFY DENSITY OF 0.55 OR COWL
<br />1%«RB
<br />SACHC
<br />L/2
<br />3'/24 Pr (SR NONE 19ELOW)
<br />Y/24
<br />a
<br />1'
<br />4'/21
<br />'• '" V (SEE 1MTe
<br />S n�At a armtows 2A ra woo r-:
<br />sa SEttw w¢i 2e Ma.
<br />1• le,'
<br />I i
<br />SF2 NM x
<br />I 4
<br />1. l...11..'
<br />I•.
<br />A 4.960w
<br />... 1...�
<br />i
<br />I I• .i ,�
<br />fWR'Ipf PMe{)
<br />� I i 1
<br />j f �
<br />I
<br />�
<br />._ 1_. �.. •.I `V. �
<br />I
<br />i
<br />(jMINION
<br />�
<br />L.!- .
<br />I
<br />i : I
<br />PANEL) �-r1rT-T
<br />i�
<br />, I I�
<br />�T • !I
<br />I. �l •.
<br />I•
<br />T-'�r
<br />(DID
<br />�. BR IIOI[ Y, A A ef1OW
<br />I I
<br />�� ( ) II
<br />i.._ patr9
<br />2 IBM"
<br />Y �
<br />-T
<br />- T
<br />Pii
<br />W/
<br />a K •L•
<br />1
<br />`3._ aFc mG.c . A•unl - MR cDIRW[i[ A1KMR8: s[f 90.OIF3_ 3• -"
<br />1' iAnwee
<br />IC"IMULE ON SHUT IS; TIP WOOD NCKE- ,' IWa
<br />IIOR 3 SO XCIlow Oe smw 26
<br />OR OR at W/0®'© t,
<br />• OAST OPENING
<br />SHALL TD 9E •SrH[fD R fAa+
<br />TYPICAL ELEVATION FOR SERIES jGQQ RILAR H LEALWAYS ATE=E0LLAT%
<br />IF W ENDIOD TO NWAU NBi
<br />E-Z HANG STORY PANEL (fl SYSTEM F RV fL NBTAum FROM
<br />a " naloE D< srRUcrAn[
<br />r-1/4' Mr. CX - ,/A• Isr- DA•
<br />T-QRv09r/o©•0
<br />'Low
<br />NOTES
<br />E - Z HANG STORM PANEL. SYSTEM CONSISTING OF PANEL .
<br />Cant. TRACKS TOP a BOTTOM.
<br />(2) (ED PANELS SFWI ALWAYS BE CONNECTED TO SOTTOM TRACK OTHERWISE A STOP BAR
<br />(QJ SHALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(3). IF ENO PANELS ARE CONMEGiED 70 ROTTOM TRACK. CONNECTION SHALL CONSIST OF
<br />20il/4' AS. W/ 7J8•+M3/32' WHWM NUT OR IJa'a3/4• Mln. THUMBSCREW
<br />MITI TAPPED BOt7DY TRACK LOCAT7a1 OF FASTENERS MAY BE AT EITHER OF LINO
<br />EXTERIOR FL41 RANGES OF END PANEL
<br />(4), IN CASE THAT END PANELS An NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR
<br />5 ONLY
<br />USED AT TO►) AT LEAST Two FANELS SHALL BE CONNECTED TO BOTTOM TRACKUSING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS
<br />RACK MAY
<br />To BOTTOM TOCCUR AT ANY PANEL IOCATXIN
<br />(5) SEE SECTION 1'. V e 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEER 25. --...-
<br />2't4• WOOD PLATE a _7/rP . 3/32• TANG NUT
<br />REOUPIED WASHER a (BEYOND)
<br />p4-10 PANElIATE PWS :
<br />e 9 1/4. O.C. W 17A.
<br />MIN. THREAM PENETRATION
<br />AT MIOWTDTH OF PLATE
<br />WALL
<br />ALTERNATIVE e9W
<br />O UEE SAFET+! PANEL
<br />(; SCALE 3/8'-1'
<br />3• Ma 2'/24 W V/24 4 PD'tHT a (NEE Nort J Boost
<br />• HRA.COCKM AODCM lq.
<br />36,
<br />Lir
<br />T11, TH11 I'll L!
<br />- - -F/O
<br />Pi I,� owNEu iNroeD�'P»Ela ino PAH�Iijl
<br />I
<br />BELOW
<br />3. 4 BELOW
<br />�
<br />nD Pxi¢'s5"FI -�
<br />4 4 /
<br />-T 7 H 4
<br />i
<br />• -- •a PANEIMATE (TIP)
<br />Ma
<br />l
<br />(�1�1_ _ ""r�"' (ATEIATE LocAinN
<br />A7 �PAI l I/r , 1/E'' AT E1b PANES)
<br />16' • I1,5T PM hi TO BE RORTMLA'D AT EACH
<br />OPUNW 9WZ ALWAYS 6E PRJVOEO w/
<br />TYPICAL ELWT10N FOR ITEM NOW TO FACILMATE NSTALLA.
<br />F eITEfOED m BE INSTALLED FROM
<br />E-Z HANG STORY PANEL SYSTEM ""m or sfftcRAE-
<br />9rwE 3/ST' - YI --
<br />CAP 1/4• Ka: GAP
<br />1 1
<br />SECS e;IECna B--B-B SiLENo 1
<br />yQg3 9oW2 1VSa' - r
<br />(1). DEFINITION OF SMFt TOM E - Z HANG STORM PANEL SYSTEM CONSWAD Of PANEL +
<br />rTRACKS AT TOP a PANELMATE PLUS OR15' LONG
<br />BOTTOM W/ PANELWTES,
<br />(2). END PANELS SHIN. ALWAYS BE. CONINECIID TO EXI,�[ING BILE WAEE 9Y MEWS OF
<br />PANELWATES OR, E USED KRY W/ 15' IONC 'H'G). TRACK AT BOTTOM, ENO PAVELE
<br />SHALL BE CLWRECfEO TO W/ 1 4'f-20P3 4 S W/ 1/! " tE/i2•
<br />WING NUR M 1 a'►-2 , AN, .4 TAPPED (2��CQH AS
<br />DESCRIBED ON (!I OW).
<br />(3) FOR CASES WHEN END PANELS ARE USE MNTEY W/ 15• LCT Q AT
<br />�(trTOM BUT END PANELS ARE NOT CONNECTED TD BOTTOM TRACK lr STOP BAR
<br />@J SHIALt BE PROVIDED AT TOP OF SUCH PANELS.
<br />(a). FOR NStALJAPONS WHEN EAO PANELS MVO SOME INTERIOR PANGS ARE DIRECTLY
<br />MOLANIEA To EXIS ING SR I WALL MEANS PANELNATE$, ORE INIERtGo PANEL
<br />MAY BE USED JOINTLY W// TRACK AT BORON ATTAasNG BOTTOM TRACK TO WALL
<br />W/ TWO PAHEUAATES FOiLOWg1G SHOWN ON ELEW�TtON AND w/ ,�,J 12"
<br />NOrr NEMi EEEDD TO WWLCTm TO FANS_ T K V
<br />SUCH THAT ADJACENT PANELS LEFT a RIGHT SIDE OF PAINU) HAVE
<br />THEI
<br />R OVERLAPS RETAINED BY %2 .
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />V4' TAPCOW ANCHORS
<br />FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />CONCRETE OR CONCRETE BLOCK STRUM UR S
<br />I/a' TAPCON ANCHORS
<br />9. O.C.
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<br />GENEBAI.- IMTTIST VALID E-2 IIA16G STORY PA1MF1. S131FJ1
<br />I E-Z HANG STORM PANEL SHOWN ON THIS PROOLICT EVAWT)M DOCUMENT (P.EDJ PAS BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WON THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE.
<br />DESIGN WIND LOADS SHALL IRE OE7ERW'ED AS PER SECTION 1620OF THE ABOVE ME/TIONED CODE,
<br />FOR A WIND SPEED AS REDURIED BY THE JUR601CO0N WHERE THESE SIUTIERS WILL BE INSTALLED AND
<br />FOR A DIRECTIONALITY FACTOR Ka-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAJOMUM (".D.)
<br />DESIGN PRESSURE RATINGSINDICATED ON SHEETS aa 26.
<br />N ORDER TO VER" THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL ■ FIRST REDUCED TO ASO. DESIGN WIND LINOS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAN. (kS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 25-
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON n4S P.E.Q. AS TESTED WERE NOT OVER STRESSED, A 33W INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS DQZ USED N THEN ANALYSE. FASTENERS SPACING TO WOW HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE F43WANCE HAS BEEN VERSED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER rEMESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201,
<br />TAS-202 AND TAS-203.
<br />2- THIS SYSTEM WS BEEN DESIGNED TO BE INSTALLED ON THE O1JrS10E OF THE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIT. TM APPLICATION IS VAIO WHEN NSTµlATXR, IS INTENDED To BE PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />1. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOABLE HUNG STYLE WINDOWS WHEN INStALLATION IS RELTUIND TO 8E
<br />PERFORMED FROM ME INSIDE Of STRUCTURE.
<br />4. SERIES "OD INSTA"710" 6 APPLICABLE TO SINGLE MID DOUBLE HUNG AND HORIZONTAL SUDERS STYLE IPNWWS WHEN
<br />INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTUItE
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 6083-75 ALLOY MO TEMPER. (UNLESS OTLIERAGE NOTED)
<br />B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD HAVE 3105-HI4 NAM.
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTIV STEEL- ASTM A-653 GRADE 50 MIT., GALVANIZED STEEL
<br />DMGNAT" VI 58.3 kill (AFTER ROLLED}.
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />50018 W/ 50 B.I Yli STRENGTH AND 90 Nei TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241t.3.3.4
<br />9. BOATS TO BE ASTM A-307 GALVAMZED STEEL. OR ATSI 304 SERIES STAINLESS STEEL. Wr n, 36 KH MINIMUM YIELD STRENGTH.
<br />TO. ANCHORS 70 WALL SMALL E ASFOLLOW& F
<br />(A) TO EXISTM+r. IFn
<br />1/489 TAKEN ANCHORS AS MANUFACTURED BY IT.W. BLRLDEX. PLC. (MN. Yc-3192 P.LF.)
<br />1/4' P X 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (VN. fc-3000 P-I)
<br />114-10 PANELATE FEMALE O a PANELMATE PLUS ANCHORS, AS MANUFACTURED SIT ELCO CONSTRUCTION PRODUCTS.
<br />(Fc.33M P..I )
<br />A.0 W*A M EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAAELMATE
<br />FEMALE O A' PANEI_WTE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SHALL BE 6 718• INTO CONNCRETE. No EMBEDMENT NTD
<br />ANY FINISH MATERIAL SMALL 8E PERMITTED,
<br />I/4. 0-20 SS SIDEWALK WILTS USED SHALL BE LONG ENOUGH(SNOULD ANY FINISH MATEIRµ EXIST) TO ENGAGE 3/4-
<br />INTO ANC"M.
<br />A3) IN CASE THAT PRECAST SPORE. PRECAST CONCRETE PANELS, OR PAYERS BE r"D ON THE EXISTING WALL OR
<br />FLO(*' ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS MENT)NED N AI) AND IN A2).
<br />(0) TO EXISTING CONCRETE .-. INAI,
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.TW. BULDEX. INC F
<br />- 1/4. 0 X 7/5• CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (F -1500 Pe;.)
<br />- 114-10 PAINEUMATE FOWL O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLI xm
<br />PRODUCTS (1'm-2071 P...1.)
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<br />14-70•6 PAMCLMA71 PLUS W/
<br />_. . (sEY0N0)3/3r WMO M o wASHIIN
<br />,PDURED COMM"
<br />OR CONCRETE Stock
<br />REOISRM
<br />gE sR
<br />e ucE SAFETY PANEL
<br />SCALE 3/r-1'
<br />Hurricane
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE 0 e PANFZMATE PLUS INTO CONCRETE
<br />BLOCK SHALL BE t 1/4-
<br />9.2) MMKIMW EMBEDMENT OF 1/4'0 X 7/6' CALK-N ANCHORS SHALL BE IS 7/a• ONTO CONCRETE.
<br />NO EMBEDMENT WINO ANY FINISH MATERIAL SHALL BE PFRMM D.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE WIND EN000H(SHOULD ANY FINISH MATERIAL EXIST) To
<br />ENGAGE 3/4• INTO ANCHORS.
<br />8.3) N CASE THAT PRECAST POHL OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL_
<br />ANCHORS SHALL BE LONG EN(XIGH TO REACH THE WIN STRUCTURE SEYND SUCH PANELS. ANCORAGE
<br />SH,J.L HE AS MENTIONED N 8.1) AND N 8.2).
<br />(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATONS AND SPECIFICATIONS OF THE ANCHM'3
<br />MANUFACTURER.
<br />It IT SHALL BE THE RESPONSBNUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHRITTER
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHU)rrEP SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE MNSTALIATION CONTRACTOR IS TO SEA./CNAK ALL SHUTTER COMPONENT EDGES WwGI REMAIN N CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT WWD/RNN INTRUSION (`,MILK AND SIN. SHUTTER TRACKS AU AROUND FULL
<br />LENGTH.
<br />13 STORM PANEL INSTALLATION SHALL COMPLY YRM SPECS INDICATED N THIS BRAVING FLUE ANY GIALDNC AND ZONING
<br />REGULAT10N5 PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO.
<br />14. ATRINM WINDOWS AND DOORS, NG. E - Z NAND STORM PANEL SYSTEM- IS PAW pgpp.
<br />15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT: !.•. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO.
<br />(e) CONTRACTOR PRODUCT
<br />TPRO 1CT BIASED RESPONSIBLE L0 PROVIDED NE/W D0FOR THE SELECTION. 6 "O DEVIATE FROM THE AND INSTALLATION INCLUDING
<br />OCONDTDONS DETAINED ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE TS THE CONTRACTORS RESPONSIBILITY.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED,
<br />(K) SIZE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHRCH WELL
<br />BECOME THE
<br />CNG9EER OF RECORD (E.0 R.) fTXH THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.€.O. EHM.INEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EMDREER, SNALL.
<br />SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(•) THIS P E THAT PWEpAREDTHE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONALEMOMIEER OF
<br />RECORIT
<br />18. STORM PANEL MANUFACTURE" LABEL SHILL BE LOCATED ON A REAOLY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 1709.9.1 OF FLORIN BULDNG CODE ONE LABEL S_w11L BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE,
<br />CODE
<br />INSTALLATION ' DE LS EQR SERIES 2000 AND 1Q00 E-Z HANG STORM
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
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