|
ON
<br />S.S. M.S. W/
<br />lrlll' a " 3/3
<br />L LENGTH
<br />TE 1 gFI M
<br />^L- 160
<br />PANEL L'F
<br />(SEE NOTE 1
<br />F-20W
<br />M S. W/
<br />AON
<br />Lill 1
<br />,.� ,�• «• � SLUM•. ■-_._�T... . � "*� ' ►� ..��ss6P�
<br />_V aga�jl �. .a. F. #'R I ea' ..•. a ... , {��� "rw , s -.-
<br />xa
<br />:: ..a. -- - .; .. , .:. ►. 11 \: t_�7 _' _ Zia. � tll \it \b"7 � _ IGh,
<br />::.. ..L►� aCr� i `3 :.1iti Fi 1i \. ._"I.._ : 1 ►.t:+,_ rl.- .. : ri
<br />13 ,t.. Ill Ix:Ix _ 1 TI, i 1311
<br />.•uA J �,. t- .. ,.uo- TILT.
<br />WE
<br />10
<br />. a raFa► T W.a.ri..
<br />;
<br />� .a ' 1 li 1 ' i _ ► _ - Ail 1 1 1 ■ 1 * ` \, 1 -
<br />".~0ED. ASIMSL
<br />GFNDE 60 MImum
<br />G--B0 GAMY..
<br />48JT
<br />T
<br />250'-
<br />1� =9 MILL
<br />Tfj�}II IXTAIL A
<br />RGU OED CORNER O ENDS OF PANEL S
<br />ET'ID UP 1V/ HEMMED EDGE.
<br />(NETS)
<br />t
<br />7 01055 Or)
<br />.750'
<br />l�l STOP MR
<br />4t' WING
<br />6063-15 Akmu ALLOY
<br />MM%MUM A_-J%
<br />MMTaI tarmD01a1f
<br />m -
<br />+aa a -76A
<br />7CY• OR LIB
<br />2 9j16•
<br />BOLTED •
<br />1% Y. 3, 11IP.
<br />rw 413:
<br />4•0" -7&3
<br />TO, OR LESS
<br />2 7/6'
<br />BTA.T'EOe "
<br />4` & VW
<br />• t 4: 4, P A, ICE At OVEN..AP & SOX OF P'ANLL LENGTH
<br />GE
<br />DETAIL
<br />REVERSED Ohm
<br />.7�
<br />2sI1
<br />s s'
<br />,ra3
<br />R' 3.7'50'
<br />1 1 4 WIDE
<br />Owl -To Win. ALLOY
<br />1D HEM"
<br />UIRED
<br />1/4-1 TAPOON O g D.C.
<br />/1 t/Z' MIN. THREADED
<br />AT WOOD
<br />HEAEIE3T
<br />L' Mk
<br />PANEL LF
<br />(SEE NOTE 1
<br />M.S. W/
<br />N4Nr
<br />.12V
<br />2.00Or
<br />la5-
<br />■ ■
<br />. :. .. _ . F s � ►.. � i -,.,'- : ; : 1 i.. . - ti * ,3t. KEG\ 9 ,c - .. ' _ t 'L Ty. ►.: \\'1 : r4 • ,I 9 hra.. :, 7r 4 \ aF!:.314 W 'TI:..� L :E a
<br />9 ._i •: .. 5 .K,.. !1: .- ] MI_•,: € ., _ '-,.ail _
<br />("'t.)'.
<br />WoMmir A@N"M 9 04MIG FUR E 3 ,/2` - _APPLICAILE�
<br />a
<br />ANY
<br />-
<br />M4 I PAN78-
<br />-
<br />CNJE-MI
<br />PAfEAM E 0
<br />FM�JWE PLUS
<br />Ta C OWYME
<br />1
<br />TO Dommim
<br />. IIEm o CONCRETE
<br />70
<br />1
<br />m coxuHaE
<br />le
<br />N/A
<br />it
<br />II/A
<br />t2"
<br />N/A
<br />ta"
<br />N/A
<br />V at 2' )
<br />1 T "'
<br />3' N`
<br />10"
<br />3"
<br />5`
<br />+�
<br />5"
<br />+
<br />12'
<br />3'
<br />12•
<br />S•
<br />8•
<br />ES•
<br />8"
<br />6•
<br />T'
<br />+66.0, -75Z
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />12 T/2•
<br />It
<br />2• (saw
<br />-.
<br />70' OR LESS
<br />'
<br />7'
<br />-- -
<br />NIA
<br />8 1f2•
<br />NIA
<br />4 t/2•
<br />N/A
<br /># 1/2•
<br />N/A
<br />3" (TC"SP)
<br />12"-_....
<br />N/A
<br />1.2'
<br />N/A
<br />S i/2-
<br />N/A
<br />9 1/2•
<br />N/A
<br />3' (BOTTOM)
<br />12"
<br />N/A
<br />32"
<br />N/A
<br />T2-
<br />N/A
<br />12"
<br />N/A
<br />b' (TOP)
<br />8 1/2•
<br />12'
<br />11'
<br />le
<br />11•
<br />+' (STITTC�I)
<br />* LIMITED TO am W. "A DEMON PRESSURE RAD9G.
<br />A SEE SITTER 26 FOR AFKo101t^i TYPE At SPACING FOR WINIAMRS XM MOOD
<br />FAYE
<br />Mwu9 IililoMlR AHNCHIDR SPAMM AND 1aFl1Mi€ lt1pM DISMl9w A€IE NDtfalif� ON Du
<br />SM90ULe FOR E.D UM DWI IM160AIM ON E RED=AMOM
<br />EN,IX
<br />D( mmwg.YNB I Ott 9 THE FDIJowo FAa qm FOR
<br />TINS OPEttIMM 10 w PNtSS0A RFAEFOF9 S9AIOREIN G6TAMIED IL4lFi FAL10RSHALL
<br />Nil v MMENMt M[iik1FTA WR PIiCFF AMC" TYPE AT
<br />to..1/#'r
<br />It/4'e
<br />rj+4
<br />AND6'T0R TYPE
<br />iwmY
<br />FEWE,r9x
<br />WI
<br />696 ANOM OHM= DaT
<br />3
<br />3
<br />3
<br />2 1
<br />IarWHNfrlllee
<br />CgeanYa p\T
<br />3
<br />]
<br />3
<br />1
<br />{W.o.ANtI
<br />OaY"w 6FrAE ChJ
<br />3
<br />.1 I/➢
<br />1 3 1/1
<br />4
<br />MLOL EA Omw osmv
<br />FACTOR
<br />1 1
<br />J3
<br />1m
<br />€
<br />•• RED mcm I1R�Ti " BETWEEN BOTTOM of ram. I - 1jr
<br />AND 10 8E; t/r MIML
<br />E
<br />+ + newstEs Mac, o9 Tmm 6ElWENO'I Bottom OF PANEL I
<br />Mau.
<br />W7kaM
<br />2i
<br />#1h14 PANE
<br />06T/40.'
<br />MINI. 7HREADE
<br />AT MIDWIDTH
<br />WALL MIQWMG 1N lLLaQH
<br />ALTERNAM SAW
<br />ML MR PANEL
<br />SCALE 3/a.-1'
<br />N�
<br />1. M1.STM A706 ARE ONLY AM FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.3, -724 PSF AND PANEL'S LENGTH UP TO W-6r,
<br />Z FOR FEW WOOS FRANK CONSTRUCTION: WOOL MEUBM TO IE SOUTHERN
<br />PIE NO. 2. W/ SPEGTFIC DENSITY OF 0.55 OR EQUAL
<br />2-
<br />#14-10 PAN
<br />0 6 1j4. 4
<br />MEN
<br />AT UKYMM
<br />1 Ll Iti I.!. i.
<br />i311
<br />NOTE 2 R(iMS) -
<br />4 !/ aR OVO & O (tom Tom 2 FIELD) 3" MML 2/24 V/24 4 5 p�AT 2 9 (SELL WO' 3 1040)
<br />l S M s l r/24A.IM,yI .` SEE t" /N LONC/ifTE A!A]10R5 L 1 3Maz.
<br />0 LAC" lameI-3' gCF'�l' - A3 , LSEE SC HEDUE
<br />R Yfa` - 'iTn wee AO",` sJ1.Y.
<br />- - 2'
<br />-R,D GF�
<br />Y + "t." ( ) (IN1FiR70R PAS PANF7.j PAITI7L).
<br />(Ara PiN$t) (WMFtKRI P►NFJJ I 5 (Facet ETe1I Per 2.1
<br />sESET' NOTE �..3. aFLR! NNiEE Z �. 4 �98tT!� 3..4 MlgS
<br />" C la PNi LS W 'wi/ 52' 1fNKE' m
<br />I „
<br />g Ar 40
<br />E
<br />SEE NOTO + Ntl1E �- A=Lt
<br />RYA caNcraF1ESM
<br />tr MAr. -.- - ON FGR Wr000 , Min. AT
<br />NDTE 3 SESECTIONS CH &EII 2a
<br />p aR !/ OR !j Ti . * [AST PAN0. lYi BE F45TALLElY AT EACH
<br />0 000" PANELS 1'
<br />* IA9F PANEL t TO BE RISIALED AT EACH CP'ENIIIH ALWAYS BE PR4'AOE:D Wl
<br />TYPICAL ELOtOON FQ8 ESOPENING
<br />REAR HNH� ARE W 'T'It# 11`"�� Fi FVATi1lN FQR�»»5ERIES 1 DD(i 8E"OMLSTU.AAu.m i i
<br />IP MHT9TIIaeO TO tE WSTALLED FROM 1 9 HMG
<br />G �'�� PAIIM,p�, � f INNS DE OF sTAUDTUF9E
<br />DLSIIIE s1 AYa�1tr SC7aE ' " t.
<br />AE 3/ - ,•'
<br />r/4' Ml W ASji® t;(m�. GAP I�...,f4 Lam- RAP V4` ILO". C�-1:
<br />1 2 @!/ OR 10/0 # SECTION 8-8 00 pAN/F15)
<br />(1). ������_ E - Z HANG ST6I8J PANEL. SmrEN4 Cf1TETNIG OF PiVEt +
<br />.iN TRACKS AT TOP & PAN€IMATE PLUS OR IS- LONG
<br />(1), • E - 2 HAM 5TOM PANEL SYSTEM CONSISTING OF PANEL + 2 AT BOTTOM W/ PAtELMhTES.
<br />CvAL TRACKS TOP & BOTTOM. (2). END PANELS SHALL. ALTTAYS BE CONNELTED 10 Sfl1 WALL BY MEANS OF
<br />(2), (iD ADAPTS 'SHALL ALWAYS 9E CONNECTED TO BOTTOM TRACK OTHIU MIS£ A STOP BAR PML[7..M[t7E5 Oil t):�T"a - Y W( 13" LONG 1TTA 1/ AT BOTTOM. E}� PAPAS
<br />(aj SHWL,L BE PROIATEO AT TOP OF i PANELS, �-L Of TO 2 Wj fJ4'f-2Ox3j4 .S. WJ 7j8�+(j32•
<br />WING NUT OR 1 4"6-2Ox3 Min. L INTO TAP 2 A5
<br />(3). IF ENO PANELS ARE cmWxTEO TO BOTTOM TRAM, CONNECTION SHALL CONSIST DESCtGBED ON (3)
<br />t/s'a-aax3/s' M.S. w�7 S'1 f32" W 40 Hurt OR 1 js^0"3/4' Alin. - - (3y FOR CASES WI N E�LD ADIEUS ARE LkSE JQINTT.Y w/ 15' I.OFE T� �} Ar
<br />INTO TAPPED BOTTOM LOCATION OF FASTENERS MKY BE AT EITHER OF TWO RDTTOM BUi PANELS ARE NOT CONNECTED TO BOTTOM TRACK . A STOP BAR
<br />EXIIERIOR FLAT FLANGES GF END PANEL 8 SELL BE AT TOP OF SUCH PANELS.
<br />(4), N CASE THAT ENO PANELS ARE NOT To BOTTOM TRACK Ci.IL A STOP (4). FOR INSTALLAMNS WE•EN go PANELS AND SOME INTERIM PANELS ARE .E C:TLY
<br />S ONLY USED x7 TOP���)) AT LEAST TW I PANELS SHALL 6E CONNECTED TO E3I3T7C#J 1TTAGK TO EXISTING SILL WALL MEALS OF PANELMATES, ONE PANEL
<br />USING SPECS INOICATW ON NOTE ( ADME, N SUCH CASE, CONNECTION OF PANELS MAY I USED
<br />J PLY W/ TRACKTWO PANELMATES FOLLOWING�AT BDiTOM hTTAL2HMNG BOTTOM TO WALL
<br />TO SOTioHJ T1IAlC1L MAY OCCUR AT PANi74 LOCATION. SHOWN ON ELEVATION
<br />W. EDGE DISTAKM FOR THIS NTEROR PANEL 11SEO YOWf 3 E:s
<br />(5}, SEE SECTION 1'. 3' & e ON S1M 24. SEE ANCHOR SCHEDULE ON 25- NOT t�Ell 7Gi � 70 2 BY ANY MEMS. 'i24CK a-1KAL _ INSTALLED
<br />• PANELS �E UEFA & liKYiF 5 OR L) KkME
<br />N :To
<br />BT'.
<br />.`��Q...•• ••., ''=s FLORIED4 MAkDAW cLVE (High voloaty ttwr3cc a o.
<br />*ROWS FILM= m E=2 HMG STORM PANEL SYSTEM TO F
<br />EAM "m IIALYmom am slow No*
<br />* o. FMF�. ATRIUM DM AND DOQiLS, INC.
<br />1L EC 4
<br />4G H?1 SMICIT 4 -
<br />wi aw +wa Y�"1,ewne P> C"AI)PA-'e543 FAX (sa400-sA77 15=iIL1
<br />.gy �'•.. e'- TT"•r eflm AF!-Am .: WwN "Tf-asi _.1 .ree.."=r I as sit "e _ "a
<br />IW.7FR Pas r fidt3 ; - - owl 23 OF 46
<br />1 6 i
<br />4 1
<br />1
<br />M x ": 1 1IL1F
<br />IPA
<br />Jl
<br />911d,
<br />e 1ffi
<br />2 0 WLS lAx3/32
<br />N " 7D 47�I�G�3NI}T w
<br />WlSS. EVQiP G4FTOw
<br />WHO III
<br />.1p .�4.
<br />d
<br />ai
<br />ly.ic 111
<br />Li
<br />t K1
<br />.
<br />�dW
<br />n■,�.�al
<br />H l
<br />12 :ti r:I I ►J -__
<br />Q
<br />OWERLAP
<br />Wpm • e O.C. Y/
<br />WOOD IEISM
<br />7 YliG
<br />R 12 O.C.
<br />ni - SM_&
<br />Im Of
<br />(SM DUAL 1124 Je
<br />ot
<br />TO Gus!L
<br />' � !✓
<br />3 C
<br />THMIvril
<br />Note 1A En
<br />+4NIET O/t2"ILSO.C. / 7/8ft3pr
<br />Cant
<br />/4-0 !AO SCRINS O b• O.C. TT/
<br />} - t 1/ N TNR61LED P4NEIRF7M
<br />o PtJtTE iIUD O OF RATE
<br />AT OR ON EDZ
<br />BUILD-i1dCUT MOUNTING
<br />C'iiM 1 AT1
<br />- _- SORE 1/4--1
<br />FLORIDA MHUNNO CODE (NIghl V*J"ft H "ico I
<br />B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAIJELMMTE FEMALE ID & PAVELBAW PLUS INTO CONCRETE
<br />I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PJE.D.) HAS SEEN VERIFIED FOR CWLIANCE IN
<br />BLOCK SHALL BE 1 1/4'.
<br />ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING GOOF_
<br />DESIGN! WIND LOWS SHALL 8£ DETERMINED AS PER SECTION 1620 OF THE ABOVE ME7'TI'IONEi3 CODE,
<br />8.2) MINIMUM EMBEDMENT OF 1/#'® X 7/8• CAIIC-IN AN S SHALL BE S' 7/6" INTO 1;CM'Tl'JaEPE:
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE C TT�-
<br />FOR A ININO SPEED AS FSWRED BY THE JIMdSOICTON WHERE THESE SHUTTERS WRL. BE MI$TALLED ASN.D
<br />'FOR A DIREDgOiNoJiTY FA"FOR Kd�aa.65. USING ASCE 7-10 FOR MSEAUATIONS UNDER 2014 FBC AND SHALL
<br />1/4' ♦-20 SS StDEWpL( :TS 1 ff9 SHALL BE TONG FJJOUGI4(SHOUID ANY Flt65R MATERIAL EKRSij TG
<br />NOT EXCEED'THE MWirMq,M (&&D.) DL-" PRESSURE RATINGS INDICATED ON SHEETS 25 & 26.
<br />ENGAGE 3/4' MTTO MJGtOFS. - .
<br />IN ORDER TO VSW THE ABOVE CONDITION, ULTIMATE CESIGiI WIND LOADS DETERMINED PER A= 7-10 -
<br />SHALL BE EMT REDUCED TO A.S.D. DESIGN WINO WADS BY UU1.71FLYM6 THEM By 0.6 IN ORDER TO
<br />B.3) IN CASE Tl44T P1 #T S'T01E, PRECAST CONCRETE PANELS BE Fit17NU ON THE E10STNG WALL.
<br />ANCHORS SHALL BE LONG ENDOW TO REACH THE HAJ<'1 STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />TO C6MPARE THESE W/ MAX. (AS.D} DESIGN PRESSURE RATINGS HNLkC.ATED ON SHEETS 25 & 28.
<br />StUW. BE A5 MENTIONED IN TL1) AND IN 8.2).
<br />IN ORDER To VERIEY THAT COMPONENTS AND ANCHORS ON THMS'PXXL As TEb'I WERE NOT OVER STRESSED. A 33X INCREASE
<br />M ALLOWABLE STRESS FOR WIND LOADS WAS ZM USED IN THEIR ANALYSIS. FASTENERS SPACING 1D WOOD HAS BEEN
<br />(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMME"TIONS AND SFECIFlC2.TIONS OF THE ANCHOR'S
<br />DETERMINED M ACCORDANCE WITH NA.S. 2012.
<br />STORM I'AFEU'S ADEQUACY. FOR IMPACT AND FAT16jIE RESISTANCE HAS t3EElE YERIFED M ACCARDMJCE WITH SECTION Ion OF
<br />11. IT SHALL BE THlE RESPONS LTT 1TE NTR,4CCOR TD VERIFY TTE SOS OF THE STRUCTURE WHERE SHUTTER
<br />2DI
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. W, REPORT # 2032. AS PROTOCOLS TAS-201,
<br />IS TO BE ATTACHED TD Nb'43i� PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE. BLOCK
<br />TM-202 AM TAS-203.
<br />OR WOOD FRNAE BUILDINGS.
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING Ti4E OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR AFT. THIS APPLICATION IS YAM iNiETI INSTALLATION IS INTENDED To BE PERFORMED
<br />12. THE INSTALLATION CONTRACTOR � TO %x/CAUUK, ALL SHUTTER COMPONENT EDGES wHicH RmN IN CoNRNUOUS
<br />FLAW
<br />FROM THE NSLCf OF STEIUCNRE.
<br />CONTACT WITH THE BUILDING TO PRE+WENT- /RAMH INTRUSION, CAULK AND SEAL SI•NTITER TRACKS ALL AROUND
<br />3. SERIES 1000 INSTALLATION IS APPUCASLE To SINGLE AND WALE HUNG STILE WINDOWS WHEN INSTALLATION IS REGUM TO, OF
<br />LENGTH.
<br />1;L STORM PANEL INSTAUATA7N 5'HALL 'CMJ4IIPLY WITH SPEC$ €NgICATED IN THIS ORAWMiG PLUS ANY BUILDING AND 'ZONING
<br />Pt: D FROM THE INSIDE OF STRUOTIIRE.
<br />REGULATIONS PROIADED BY THE JURTStIICTICIN WHERE PET&MT 15 APPLIED TO.
<br />4. SEaRs 2000 INSTALLATION S APPLM.ABLE TO SINGLE AND DOUBLE Hum no HORIZONTAL SLIDERS STYLE NDNDDW"a WHEN
<br />14, ATRIUMINNRiOYYS AND DOOTtS, INC. E -� Z HANG' STORM PANEL SYSET]L"+ IS TIATENi MOM
<br />INSTALLATION M5 REQUITED TO SE PERFORMED FROM THE INSIDE OF STRIXTI E.
<br />j 5. W.L. ALUMINUM Witu57CNS 70 BE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERMASE NOTED)15.
<br />(G) THIS PRODUCT EVAJ_LIATKM DflCUMFNT,(P EA.) PREPARED By THIS ENGINEER 6 c.TTdERIC' AM DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />6. ALL ALUMMIUA, SHEET METAL USED AT CLOSURES S1i9L. HAVE 3105-H14 ALLOY.LUDING(Ra)
<br />CONTRACTOR 10 BE FOR OF
<br />7. III. STEEL SHEET METAL PANELS IDAYE STRUCTtAiAL DUALITY STEEL. ASTM A•-853 GRADE 50 Min., GALVANIZED STEEL
<br />mRESP0NON HIS PROVIDED HE/SHE DOES NOT DEW4TE PROM THE CONDITIONS S DETAILED ON
<br />THIS THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RFSPONSBg7TY.
<br />ISSHALL
<br />DESIGNATION W/Fy� 88.5 lai (AFTER EtOLLED}.
<br />8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1S SERIES OR ODFROSION RESISTANT 00ATED CARBON STEEL AS PER DN
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED,
<br />50018 W/ 50 1171 YIELD STRENGTH AND W Pat TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA WILDING CODE SECTION 24112.14. (d) SITE SPWM PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED ENS OR A CH EMCT 1NHCH WILL
<br />S. BOLTS TO EE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERFS STAINLESS STEEL, WITH 36 IaT MIND.WM YIELD STRIOIGTH.
<br />USE OF THE pzjL EN C� RECORD OF CORD. FOR THE PROJECT AND WELL HE P-fFH�I£ FOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P_ED. E1lEF3T. SHALL
<br />10. ANCHORS To WALL SHALL BE AS FOLLOWS:
<br />SUBMIT To THIS UTTER THE SITE SPEC" DRAWINGS FUR REAEW.
<br />(A) 12 EkISRror. Pnuaw CONCRETE_
<br />(*) THIS P.E.D. SHALL. BEAR THE DATE AND ORIGINAL. SEAL AND SmAWK of THE PROFESSIONAL. ENGINEER OF
<br />- Heel TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILD INC. (MN. F'C-310 P.91)
<br />RECORD 'THAT PREPARED ITS
<br />- 1/4` 0 K 7/8- CAIk.-NIL ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC, (MEN. T'c>3000 ".L)
<br />16. STORM PANEL MANUFACRIEwies LABEL SHALL. CE LWAIM ON A READILY VISIBLE L M'ATXW AT STORM PANEL iN
<br />- (C14-10 PANI"r,I,].IA'I'E FEMALE to & PNVELMATE PLUS ANOH®RS, A5 m&WUFAC7 m By mco cowmUC.TNDN PRODIA':i✓.
<br />ACCORDANCE WITH SECT'M%N 1/Io.8.3 OF FLORIDA BUILDING CAE. ONE JASM SHALL BE PLACED FOR EVERY ON'ENW&
<br />lJ4BEI.s4t3 TO OOMICLY W,TN S£CTIOAt t7t0.8.'Z OF" TWE HLORIDA BLtILLtING CODE.
<br />(1`C-3350 p.xa.) -
<br />A1) MINIMUM E NT OF TAPCON ANCHORS INTO POURED CONCRETE SFAJ.L BE 1 3/4' AND 2" FOR PM40-YATE
<br />FEMALE ID & PAHEUMATE PLUS
<br />.
<br />A2) MIMULM EMBEDMENT OF 1/4`0 X 7/B• CALK -IN AN04M SEI L BE IS 7/8- MID CONCRETE. NO FMEIFDifNT INTO
<br />ANY FINISH MATFREAL. SHALL BE PERMITTED
<br />1/4• o-20 SS SIDEWALK BOLTS USED SHAM BE LONG ENOUGH(SHOULD ANY FINISH MATERAL ED= TO ENGAGE 3/4-
<br />"TO ANCHORS.
<br />A.3) M CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAYERS BE FOCN4D ON THE EXISTING WAIL OR
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MARL SIRUP URE BEHIND SUCH PANELS. ANCHORAGE SHALL ,
<br />BE AS MU MED IN Ai) AND N A.2).
<br />(a) WALLT'ay
<br />P FLaRIAA BUXDAIIIi to V*IOQW Hurriaand ZOAS
<br />- 1/4' 0" TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUKDEX INC.
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