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11
<br />�Ww MDR eesa Ae IIRr erwr ! R� IWN llDMfl•
<br />�
<br />(C) TO F16sTeNG twm curt_ sPECWMc ttRAMIIr_ c . D.sts MrE.k
<br />1. STOlifl laU•IEL SIHOIM ON THIS PRODUCT EWLIMTIM DOCUMENT (PIA) HAS BEEN VEIJlrIED FOR COMPLIANCE N ACCORDANCE
<br />- 1/4-0 TAPCOk ANC OM AS MARIFACTLNEO BY I.T.Y. BU(DM INC.
<br />WITH THE 2014 (SWt EDITION) OF THE FLORIDAeM1ADeNr COOS THIS STORM PANEL SHALL NOT M INSTALLED AT HIGH-
<br />j14-10 Pma"E PE -LE D AND PMNE'Ii ATE PUTS Amos, AS MAOUFAcmRED BY am COf>STRIICSIOH PRODUCTS.
<br />VELOCITY HURRDAFE ZCIIES�(MBMB-DAfJE / BROWMTD OOtNT1ES}
<br />= 1/4'V LAG STREWS PER N.DS.
<br />DESIGN WAND LOADS SHNAL pAS PER SECTION 1808 OF THE ADM LENTIONW CODE. FOR A BASIC WIND
<br />- 7116E x 5/9' WOOD BUSHING, AS DISiRBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY CO.
<br />SPEID AS REOIIBED BY THE JURISDICTION INHERE STORM PANEL WELL BE OWAUED. AND FOR A CRE,TIONN.RY FACTOR
<br />KD-O85. USING ASCE 7-10 AND SHALL NO EMCEED THE MAXMUM (AS.O.) DESIGN PURE RATINGS INDICATED ON SHEIT'S
<br />C.t) MINIMUM U AOM PENETRATION INTO WOOD OF TAPCON ANCHORS SNALI BE 1 1/2' AND 2' FOR ELCO PANEMATE PLUS
<br />3. B THRU 12 ! 17. 1&
<br />AM
<br />AND PANFILLE FEMALE a
<br />N OIIDER ro vF1TMtY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LAWS DETERMINED PER ASCE 7-10 SHALL BE FIRST
<br />REDUCED TO ASA DESIGN PR6SUi PATRIC BY MULTIPLYING THEY BY OX IN ORDER TO COMPARE TNESE W/ MAX. (ALS.D.)
<br />CT) MINIMUM THPFADED PENETRATION OF LAG SCREW. MITI THE WOOD FRAME UNIT SMALL BE 1 1/:r NO YHREAOE'0
<br />rP.4 1 I PRESSURE WINGS ID WRINGS ON SHEETS 3. 9 1HRU 12 ! 17. 1&
<br />PENETRATION IN10 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED TI#EN ADW PENETRATION.
<br />IN ORDER M VERIFY THAT ANCHORS ON THIS F.= AS mm VIM NOT FIEF sA 33X INC RAM N ALLOWABLE
<br />STRESS FOR WIND LOADS WAS = USED N 7MSR ANALYSIS. I MIk7ERS SPACING TO WOOD W\S BEEN OEOM MD N
<br />C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SMALL BE AS 1ND TED N THIS ORATING
<br />ACCORDANCE WITH ND.S. 2012.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VFSLFRD N ACCORDANCE WTH SECTION 1800.1.2 OF
<br />CA) MINIMUM PEiNkIRtiDN OF WOOD BUSHING SHALL BE S/r 1/4' 0-20 SCREWS USED SMALL BE 1 1/2' LONG WNIMVM
<br />MEN11D1ED CODE AS PER AME ICON IMT LAB OF SODRIAA REPORTS O14.01-01 AND j0 &M-08. As
<br />TIE AB04E UMH TT
<br />sHNOULO sT11000 ETGST. AND 1' MNIMIIMI FOR w S WITH No STUCCO.
<br />PER SSW 12-90 At ASTM E MO-02 STANDARDS. MO AtERKJW TESTING LAB SOUTH FLORIDA REPORT 01123Ai-10 AS PER
<br />171E-201 AND TAB-203 PROIIOHALS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION tIO4 OF THE
<br />a C
<br />S} INCASE THAT PRECJLST STONE.Olt PRECAST COHNHxRE7E FINITES, STUCCO aR WDoO BOARDS BE FOUND ON THE DUSTING
<br />FLORIDA BUILDING CODE.
<br />WALL. ANCDRS SHALL IE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAEI.S.
<br />ANCHORAGE SHALL M AS MENTIONED N C.1). C.2) ! CA)
<br />2. ALL. ALU PAN DaRUSIONS TO BE 6083-40 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOIRE7M110NS AID SPECIFICATIONS OF THE AICDR'S YANUFACRURM
<br />3. ALL ALUMINUM SHEET METAL USED a COSIIRFS SHALL ME 3105•-H14 ALLOY.
<br />8. PANELS MAY ALSO 8E NSTALI.ED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SfEtTS 4
<br />4 ALL STEEL sEET METAL PANELS SHALL HAVE STRUCTURAL GUILTY STEEL. ASTM A-4W GRADE 80 W MUIt. 0-OD OALV➢1NIE0
<br />THROUGH 5) EXCEPT TWAT WADEtSO4k0 SHALL NOT BE USED
<br />SIM DISIGM110N W/FY- 94.2 Mai PWR ROLLED).
<br />9. iT SHALL. BE THE RESPONSIMRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SiRLXTAE WHERE SHUTTER 6 TO BE
<br />S. AL SCREWS TO fE STAINLESS STEEL 304 OR 316 III SUNS OR CORROSION RESISIAW COATED CARBON STEEL AS PER DINATTACHED
<br />TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR W000 FRAME
<br />50018 W/ $0 kd WELD STRIENGM AND 90 kti TENSILE SIREMITIH NO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />.3. 2411.34.
<br />10. EACH REGULAR STORY PANEL MM LENOTB OVER NU'. M PER SECTIONS 1. 2. 4. 5. 6 AND ALTERLAIIYES 1W. 3W ! 4W ON
<br />G. BOLTS TO BE AM A-307 GALNW® S►EE., OR AM 304 SERFS STAINLESS STEEL, woof 36 kd MINIMUM YIELD S FIENORIN.
<br />SHEETS 4. 5, 8 ! 7 II:SPBCTRELY; SHALL HAVE A LEGIBLE AND READILYWAKE MWIWG 96TPJCnNr O1INFR OR TENANT >n
<br />SECURE PANELS WITH APPLICABLE REIEORCE ENT DOING PERIODS OF HURRICANEWARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />11. THE NSTALLATIM CONTRACTOR IS TO SFAL/CrWLX ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN INTRUSION.-
<br />( Ta o6sNLo mmwo CJ)HOIE7Ee
<br />1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (WL Itr3122 p. J.)
<br />12. STORM PANEL INSTALLATION SWILL COMPLY W/TH SPECS INDICATED N THIS MINING PLUS ANY OVUM AND ZONING IECULATg06
<br />- 1/4' 0 s 771W CULKSI ANCHORS. AS WMFACMM BY POWERS FASTENERS INC.
<br />FRONDED BY THE JlRIs01LT10N WHERE POW a APPLIED T0.
<br />- 1Wn.Orc 33000 ,s ANCHORS. As 06TIBUIW BY ALL PONT SCREW. MT !SPECIALTY CO.
<br />13. (e) THIS PRODUCT EWIATDN DOCRE/ TEN (SSA) PREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PW40E I•'ORMATION
<br />- #14-10 PAEIHAYE FEMALE D ! PAS M7E PLUS ANC OM AS MA UERC URED BY ELCO CONSTRUCTION PRODUCTS
<br />FOR A SITE SPECIFIC PROJECT; L•. WHOM THE SITE CONOMO S DEVIATE FROM THE PED.
<br />- I/4 s ZAMAC RAW ANCHORS. AS MABFACMIRED BY PORTERS FASIE109M. INC.
<br />(W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUME]BEDIEtFf OF 17P00N ANCHORS MITI POURED CONCRETE SIHALL BE 1 3/4': 2' FOR ELCO PANELIAAIE AND
<br />BASED ON im P&A PROVIDED NE%9E DOES NOT ORNATE FROM THE CONwmm OETALm ON THIS DOCUEEwr
<br />CONSTRUCTION SAFETY A7 SITE S THE OONiRACROR'S RE3POl151.Ji1'.
<br />1 3/r MR zmw mum ANCHORS.
<br />(a) THIS PRODUCT EMMATION DOCUMENT' WILL BE CONSIDERED INAUD IF MWIFEM
<br />A.2) CALK-N At SOLID -SET AN H M SHALE BE EMBEDDED 7/r INTO THE POURED CONCRETE. NO E I EOMENT INTO
<br />STUCCO SHALL BE PERIITIW. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOW MNMIN SIH ULD SRDCO OW.
<br />(do SITE SPECIFIC PRWEtCTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND i' MINIMUM FOR WALLS WWTH NO STUCCO. NO MAY BE HEADED SCREWS OR ALL.IHRFAIDEO SCRAMS W/O HEAD.
<br />ENGINEER OF RECORD (E.O.R.)) FOR THE PROJECT AID WHO WELL BE REWONS13LE FOR THE
<br />BUT WITH WING (RUTS.
<br />PROPER USE OF THE P.EA ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TD THE
<br />PIA ENCOM, %IAL SUBMIT TO THIS LATTER TE SITE SPECIFIC DPoWWNGS FOR REVIEW.
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCREE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />MTNG WILL. OR FLOOR, ANCHORS SHALL BE TONG ENOUGH TO REACH THE MAN STWICIIAE BEHIND SUCH PANELS.
<br />(o) THIS PEED. SHED.. BEAR THE 0117E NO ORIGINAL SEAL AND SNONATURE OF IHE PROFESSIONAL
<br />ANCHORAGE SMALL SE AS NENTIOMM IN At) AND IN A.2).
<br />ENGINEER OF RECORD THAT PREPARED R.
<br />(B) to etnslNc mAr .A,c eLOGI 91M L ASTY C-fR
<br />14. SIRRTIR MW NAC MKn UNI» SHALL ME LOOWRD ON A FICADLY VMU LOCAION AZ ST7RM
<br />- 1/4' 0 TMCON ANCHORS AS YAMWXRNW BY L T. W. BUA X. INC.
<br />PAL SFMARJL N ACDOIBI•ICLt MIN Si!lClpll t710A2 0► RDIWA LIUADN9 COW ONE LAMM
<br />DILL E F A0® FDR OAfff GERBIL U01N0 TD COMPLY roll 11TaLTION 171111" OF THE
<br />- 1/4' 1 x 7/8' CJULK-N OILERS A4 MANUI7CRJRED BY POINTERS FA5IEIFJS INC.
<br />flOEDA .EDITS cam
<br />- 1/4.0 X 3/4' SOLD SET ANC OR L AS DW W W BY ALL PONT SCREW BOLT ! STIECIA TY CO.
<br />- #14-10 PAIELMATE FEMALE D AND PAElLM PLUS ANCHORS. AS MANWACTIRED BY ELCO CONSTRUCTION PRODUCTS.
<br />.. Y....
<br />- 1/4. 0 ZAMAG MMUI ANCHORS, AS WMPACTU ID BY POWERS FASTFJEILS, INC.
<br />B.1) MNMN EMSEpA M OF TAACON ANCHORS. ELCO PRAELMATES AD ZWC HAI.IN ANCHOR. INTO THE CONCRETE
<br />•'. d FLORIDA BUILDING; CODE(Non h : IN (Nan Ion•)
<br />BLOCK UNIT SK41 L BE 1 1/4"•
<br />_ eAf$ now w- ru.
<br />24 GAIiE 6ALYAINZW STEEL STORM PANEL
<br />8.2) dWX-9N ! SOMA -SET NEUTERS 99WL EMBEDDED 7/8" NIO THE CONCRETE tiLOLiL LFLBT. NO ENBEDME'M INTO
<br />m �
<br />-
<br />`gyp t
<br />sntCco STALL IRE PcRwnED. 1/4' 0-20 scaEws USED sRALL BE 1 1/2' LONG moomY soma 57u= ow,
<br />I L E C O INC. ION PRODUCTS. LLC. WPR�DL�.TS. Lam.. fi
<br />AND 1' MINIMUM FOR WALLS WIM NO STUCCO.
<br />�PROTECI
<br />•� I i
<br />.• •O' �' - r ceErAur �9sc�, tii131�4
<br />-�
<br />8.3) N CASE THAT PRECAST SCONE OR PRECAST CONCRETE PANES, SNCCO OR WOOD BOARDS SE FOUND ON THE
<br />�, 15-022
<br />�O •. O,,,iiiO� • ��I� � • OtY "�� . A�i'P9 O!-� AIIaC OSQUO-75 . FAX (f64)•tt-t7W7
<br />EOSTNG WALL.. ANCHORS SWILL BE LONG ENOUGH M REACH THE MAIN STRUCTURE BRIO SUCH PANELS.
<br />O-0OOfT1$ -.g 1 - -r Dnarlc Ma
<br />MOCR40E SMALL SE AS MENTIONED N Ill) AND IN 9.2).
<br />ftuDe A .♦. Pt Ili" r''° ' - '. f1fT 1 OF is
<br />CONCRETE
<br />(w SCHEDULE am
<br />SIEEB 9 TNOUGI 10)
<br />NXNCRM ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 1HROURI
<br />� SCHIDIA1
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<br />1
<br />AMC"ORS
<br />ON SHEET
<br />I
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<br />PANEL 73,i TH
<br />(SEE SCHEDULEI
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<br />1 ON 3)
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<br />SEE
<br />S HMULCONCRETE
<br />SWEET. 3)
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<br />1
<br />ON SHEET 3)
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<br />COSTING POUIEI)ED
<br />LOCK
<br />12 1/2 O.C.
<br />1
<br />APPUCABL4
<br />1R 1WW101 MID
<br />CONCRETE BLCONCRETE
<br />fixKppwm
<br />1
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<br />EE1S
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<br />1/4'`VAL=u t�y Rur
<br />• to t/Y ac
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<br />9
<br />/ ONLY v"A" //
<br />ALTERNATE
<br />. EEG LOrJLT1oN
<br />4
<br />901 t7YX-N-N INGOTS
<br />ARE USED At W/ INN -- COSTING
<br />fxKC�
<br />bN CONCRETEPOURED
<br />ALTERNATE CONCRETE !(ACTED COIICIIOC
<br />CtRN7l7E AN
<br />ARE USEDPIPINGLIMIM
<br />ANCHORS CONCRETE BLOCK
<br />off scmvGuoE W
<br />REQUIRED.
<br />sIAGGUIED W/ sm
<br />am
<br />SHEETS 9 1N0004 10)
<br />SHEETS 9 TROUGIH 10)
<br />EC 3 1
<br />W���
<br />WALL motownt
<br />SCALE 3M
<br />MOUNT
<br />ED " EDGE OSTANCE NOTE FOR mLBMA1DHt OF St»OMB
<br />(SEE SCHEDULE ON TOP ! BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 ! 10) COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />BE61 70 BE CETIMED Off
<br />IiEDB1QED E GPIEFR OR
<br />AITaeTECF PNDR ro SHUT
<br />DWALLATGi.
<br />WOOD ANCHORS
<br />((SEES 11IE
<br />ON SIM 3)
<br />t31:••
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<br />,
<br />UI�1aR a -.A 1. MAX.
<br />PANEL LENGTH
<br />(w SCHEDULE
<br />ON THEE, 3)3)
<br />V OF i'
<br />Ifix
<br />f 12 1/2- O.C.
<br />TIOCID
<br />Aa-
<br />REQUIRED
<br />NOTE FOR OOMMBNATDN OF SE011CM& i
<br />1. INSTALLATION ARE ONLY VIW10 FOR MAX. A.S.D.
<br />TOP ! BOTTOM MOUNTINGS CAN BE OESIGI PRESSURE RATING (Est) AND PANEL LENGTH!
<br />COMBINED N ANY WAY TO SUIT ANY AS PER SCHEDULES fXN s 3
<br />INSTALLATION. 2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE N0 $ W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />Msa SEPARATION ro GLASS.
<br />SEE srA+EDmE ON SHHE>:T s) I '� yam PANEL LENGTH
<br />(ow Far FJ"L (SCE SClEDULE
<br />N Lower am ON aw 3)
<br />1
<br />OF t'
<br />ALTERNATIVE Aw
<br />SCALE 3/8r1-
<br />:`✓"�. FIDRIDA BUILDING CODE Non HR h Velocity Nu cons Tone
<br />N0. e41
<br />I,)
<br />.7/
<br />(( Q t
<br />dI •�., RIO A • (N4 `jt
<br />f•••
<br />•sirs Hoar rG
<br />IL E C O MNe.
<br />24 CAGE GALVANG19 STEEL SIM PANEL
<br />Lww W.
<br />GLOBAL PROTECTION PRODUCTS. LLr.
<br />40D E F W, ERR:
<br />earE n 37aL4
<br />PLLa@ m4sm-TN4 m (lWAW-M7
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<br />15-022
<br />,. a4II -
<br />ffiTr 7 o ro
<br />COMEQNENM FOR REGULAR, LIFE -SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1')
<br />15.12w (TOTAL WIDTH)
<br />swO' Ct1YE 2.I6Y
<br />s :1D3' s-20xJfo
<br />__.-.._-.._---8 1/4- (TIP.)-�_..__.._.,�].w
<br />.750' S.S.SA SItKX rx�'fu
<br />37 .ITS` AWtE • s f/4•
<br />_ ta60' 1 1 1�• .leg' asairr OR &12 t i'/ i--
<br />--+-- TOsel - - KH I
<br />1 f i
<br />Z30 �r d D=e Met TMsac s is 1 J7s' VPNMt.�t' 1.So6`
<br />> �A A W TYP. I / 2.0xr' .064• j ., 1Ats t
<br />So ' EDGE 2 I 2.12r
<br />f-"-DETA L A � i Aga• (TYP� t
<br />1.350' 01 ST w PANE,' Et. 1,,-..•-.____._.�_._._>*UAL A -- 2.000'�ls� �p�/y(
<br />SIOLL BE
<br />fxv
<br />MROi�I W ff SIDE/ 1°a �tt - NfiNi R O rr �J ACK ����
<br />Ar 17O AT LET SIDE OF PAEL
<br />P 0.024' (APa)
<br />'. AAIL3 am LAP ,�• •, 7D GALVANIZED SNYLL
<br />:0.0s' L2
<br />MAIL .133' 02W
<br />i •.025 0 0.250'Y
<br />r
<br />' �,tF1tl�1) 1.407' a.m .P2MP
<br />�•• --`--'-ISOMETRIC VIEW IIETAIL A 1SJ.E .270' PArIHs 1 S OR
<br />r MINCED CORNER 0 ENDS OF PANELS t � � �.
<br />--2.378' END LP W/ HEMMED EDGE. ,ft?3 ,t25'
<br />(HIRES) .s7s• DETAIL 1
<br />IMP, tF PAl
<br />J 750' a11r O KEY HOLE WASHER 7-1)07 LucE o> Plvm
<br />A7Y (TPJ 3/05-HMS4 ALUM. AlU'UY ® K[HOLE AT PANEL .750'r-
<br />2.1 4' T-
<br />A9t' .750'
<br />t9r ZOOS/' 2.
<br />2 a !Molt' 3..1E
<br />"H" HEADER ® 'U- HEADER t. . 750' X
<br />�1- MN. TO 5" max. -
<br />� s� I - .MAXI Zow-'
<br />L� ® � -J! TRACK 1@2 MEL. HANGER
<br />3.000 006f-re ALLOY
<br />s7a' (1 1/4' WIDE)
<br />(USE ONLY FOR E- 7 HANG SI"M PANEL
<br />• -Oro' .275" t jI SYSTEM) 5063-16 ALUM. AHOY
<br />/CORM' 2.000' * P t.tu' _t160' `��° R.. i$�..Cl,/Rh.4, FLORIDA BUILDING CODE Nan High Volot HDrrttcrre Zone)
<br />ova*1. /' .123' $. ®''N - NC ' . • •7afa nUXtaxi AR 24 GAGE GALVANIZED STEEL STORM PANELFAL
<br />2 ooD-..'� �"'°� `* : _ �E C O one, lC Oci Pt GLOBAL PROTECTION PRODUCTS. U.C. wits
<br />.20C / 4sw 3.W. at Smxr
<br />e w r i-O' '• 'k t a ,.r <4s� * is... a°"`w.r s."'0A,"G-rvi°„° purr: {ss4)ew-Taaa rAzt (etNlsao••erst 15-022
<br />Mmj)=OLIj F- 44 BWLD-OUR r" TRACK Is@S S) 0314EMO VANGmUtf sy �7 '• t aw-m .�»
<br />T� aAMAC 3 ALLOY) A 1. LLALrFA A rtLfr a:. P.a a n. x..tr • l7alcT z a as
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<br />CONCRETE ANCHORS
<br />(SEE se ff mms ON
<br />SHEETS 9 74ROUGH 10)
<br />SECTION 4
<br />scALE sf�1-
<br />E.D. " EDGE DISTANCENOTE FOR COMBINATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 ! 10) COMBINED IN ANY WAY TO SUIT ANY
<br />NSTALLATON_
<br />HEDULE ON
<br />e Y MOU H 10) CaNC��I1 BLOCK
<br />TE LEG Rt9DURED.
<br />CONCREM ANCHORS l
<br />(SEE SCHEDULE ON _%
<br />SHIRTS 9 THROUGH }
<br />t/s•
<br />tn`
<br />1 H 4y J ..Na i.1I 'tT.
<br />LN..
<br />GLASS.
<br />ON
<br />t'-4on• a.t. xa K/ of
<br />1 ,Jf/
<br />MAX.
<br />i
<br />Q0 Weus
<br />of s I/4• OA
<br />1
<br />'L` u(m
<br />PANEL UE "
<br />esm SCHEDULE
<br />ON Shal .3
<br />SEPAATKIN
<br />•� FOR SPACER
<br />O
<br />i1 TOCOSS.
<br />(SEE SCIIEDULE
<br />;
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<br />SHEET 3)
<br />iSMEN
<br />I
<br />W a 10 MR
<br />.._.. • -
<br />Fort Ava
<br />- H � rAfl�:-rf PANEL LENGTH
<br />t
<br />1 Item roes I
<br />{SEE 9CNEDtAE
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<br />__.--
<br />ON SHEET 3)
<br />GLASS
<br />1
<br />i
<br />!
<br />1
<br />OFMHIAx�
<br />-1
<br />1
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<br />1 56%
<br />OF IL,
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<br />- T
<br />• 1/r oa
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<br />CONCRETE ANCHKAS
<br />/
<br />"
<br />( SCHEDULE ON
<br />3 U75 9 THROUGH 10
<br />f
<br />2 t/a" LONG MAX. ALUAIIHUM
<br />SPACERS 9 6 1/4- O.G. VALID FOREID
<br />ALL DES"OADS AND PANEL
<br />BLOCK ExmnNG POLICED CONtww
<br />UNGTHS PER S1!E£T 3.
<br />OR oonecrRElE BLOCKRIZOUIM
<br />}}
<br />1 VAX. tITNG AWNNUI4 sPrcERS a 1
<br />12 I/2' D.C. (SEE TABLE •1 ON I
<br />SHEETS 9 a 10.)
<br />WALL MODUnwe
<br />,{OiRECT
<br />MIOUNT WAPACERSnOR
<br />ZWLIT Q G-L E01 SZ
<br />I
<br />41VIKr-A"r.LLI) aIaIILMJ
<br />aLlrEsy ® OR camc
<br />.0 ea Va Eat wsYt- ssWOWOM sNuor Sca'L+°S r ti
<br />M1
<br />S.
<br />I
<br />ANGIE WN t/4-4 Y T 3/4-
<br />21/ TAPCON a 1r 0.C.
<br />M70W FWAC
<br />COfICfEIE BLOOe
<br />X/AMTfOR f tUF
<br />Y4 O 1�e
<br />CODIIRD
<br />r" WOW F AE
<br />I
<br />fAIfF YEP6
<br />f1EM1LRE0
<br />,
<br />1/+' CAP
<br />afTp 1 Y 11 Y 1 3/4'
<br />AMfilftR
<br />1
<br />I
<br />1'
<br />Y Y 2' UAW 76 TERILVE Lm Locum
<br />• tY
<br />VARIES
<br />2"
<br />T M ML
<br />G< L <W
<br />1
<br />AWL AItIE ON
<br />P00111m CONClEtG CCLNCRE
<br />- 1'
<br />.rr�awr
<br />JJL•.
<br />COED' 3106-+164 SHIST
<br />MM ALARM. BDR PIAW BLOCK OR p44• 'WOOD FRAME
<br />+ OMn
<br />3106-4141 2 1/Y
<br />t063-Ta N10Y
<br />CORLAWM.NKXE
<br />- 2` -
<br />1
<br />-^_..
<br />=+`j
<br />Mmt CAP
<br />1/4*0 0OQ'Y
<br />4'x Ail2'
<br />e IY O.C.
<br />w/AAasRXt
<br />tf15-M74 OR 8067-TNt ALLOT
<br />Cant. Al . ANGLE
<br />CASE A (PLAN)
<br />CAM 8
<br />(PLAN)
<br />CASE C (PLAN) CASE Q (PLAN)
<br />SCALE 1/4'-1"
<br />SCALE 1/4"-1•
<br />SCALE 1/4--1-
<br />9MO-SLT OR CAN-aN
<br />i
<br />I"
<br />OR am wsipwx
<br />nukz 10 me
<br />TTO OR PANELAWtiE PLUS (tSCE
<br />11 �R (:ONLOe'fE BLACK7-AIAPP.
<br />1AX�J
<br />I
<br />oa 2•Y4' t10aD F OFRNNC SCIWIXLAE OHI WIL7E15 4
<br />PANEL
<br />I
<br />VE FMRK, VAAIE9„i ®
<br />PWYE
<br />ar CE■ PRATE fFn11IiKD MARX to a$0
<br />OY(MK IO
<br />2-0*
<br />2
<br />S Mls
<br />K:7
<br />Opeaw WIDTH) \ COS [.
<br />00 WOW FIRANE
<br />i i
<br />� 3/4' Vac.
<br />1 1
<br />1
<br />YAMi -�
<br />' © °R® "
<br />5 MIL 1
<br />�J NU Fwt/A� IMROPIT
<br />f0
<br />VOLL (HLVER cur Rao mfl)
<br />X- a0. U STANCE
<br />_'j_ its I- o f
<br />I tT1* )
<br />1
<br />-'a
<br />'---- ----
<br />SASE G (PLAN)
<br />." ,
<br />02 an
<br />i GLK
<br />SCALE 1/4"-1 •
<br />W14T
<br />.tar • tr ea
<br />'A LIT FOR ERECT MOUNT NSTALATION ONLY At
<br />CERTIFIED PANE. 94STALLAMN AT WALLS W/
<br />SURFACE LEVEL. VARIATIONS WTFI•H 3/4'
<br />dA
<br />�
<br />SASE E (PLAN)
<br />CASE F (P LAN)
<br />4`�/ FLORiDA BUILDING COS Man H h V•Hoclty Hurrlc0
<br />5t4E 1/4'=t'
<br />SCALE 1/4'.t` `
<br />Nad213cx�z $ .A¢ra tatLG4 am 24 GAGE GALVANIZED STEEL STORM PANffL _
<br />' MAXIL011CU A.�_ 0E'�(L PRESSURE RA'TRLIG (e.a.f-1 A1JU �(,j$RT:SP09LDItr)G 1/4. 3/4, 4/5. 5/5 A 6/5
<br />MAX..J6��t ' Z�t1l�a31i "!.`. �F",.��Q� tt-�.F� �STS�hf� Err �4 I W/O. 2W/6, SW/7 ! 4W/7
<br />em � INUALI ATif3� IN E Q ,�1 tR n rnuP -off, - t �1GR tE Bid &r' WOOLS (t) 3' uAX ANa1oRs (sE sa+mu►s a+ r MAX
<br />1' MN. SFIEEIS 0. 10 Nk11) to III.
<br />,ufl�t:.l'3k1E *' - "� SOICLE PAXRAflRESiaA81E'Q Aj-�j�
<br />�0� ,�y/�� o 0
<br />A" tLt4'LL p��,.,:3t D.b1.,iJ �?J 4 ,-T1--1-I- r--1- �-t--r�- T-r-rT
<br />TY L.ZRACf�_-:ftw-.11* I �������S��O
<br />r-..--
<br />MAXIMUM PANEL LENGTH
<br />:IRlre7.:t A-5.0.
<br />3x
<br />F•RLSSIITY 4[L?Iv
<br />3-0
<br />CtyYCIF'1"'lF. �7(k
<br />_ws-sAu--k?v3 "')'
<br />J*.o
<br />fw-t07
<br />10'-o-
<br />40.0
<br />10•-21.
<br />tr-41
<br />. 4S4 .- ..__
<br />3a0
<br />no
<br />- Sao-s•
<br />TM 610
<br />r-r
<br />b'-4r
<br />rd'
<br />70 d
<br />r-e
<br />11-1.
<br />•..-.•79.o
<br />r,-a'
<br />b'-f0'
<br />WS
<br />a'.0
<br />mo
<br />0ao
<br />a'--5'
<br />3"-I I,
<br />fizo
<br />1-1.
<br />a-e•
<br />f to o
<br />5 -7-
<br />rim
<br />f fRa
<br />S'-5'
<br />MAXIMUM PANEL LENGTH
<br />tU5414MN1XN .4S-M
<br />PRFSresw SURE RAINO
<br />(P3A.j (+ - -)
<br />CrAy m > WOOD
<br />pN$iA(.LA11C15 t
<br />L4
<br />L-
<br />2tIA
<br />14'-4'
<br />f3•-0•
<br />210
<br />cr-f0'
<br />1f=7'
<br />30.0
<br />rr=e'
<br />to•-r
<br />31L0
<br />To• -To•
<br />9-9•
<br />40.0
<br />X-e•
<br />9'-2'
<br />4"
<br />rr r'
<br />w-r
<br />no
<br />r-3`
<br />r-9`
<br />Sao
<br />&-o'
<br />r-r
<br />S69
<br />r-e-
<br />r-r
<br />TAO
<br />r--5'
<br />ed-fT'
<br />740
<br />r-e
<br />a'-e"
<br />Sao
<br />r-a•
<br />a1-5'
<br />Beta
<br />7 0'
<br />mo
<br />a=9•
<br />a•-r
<br />ILSO
<br />a•-r
<br />a-fo•
<br />TOOLO
<br />S'-Y
<br />Trxao
<br />a=3"
<br />3'-4'
<br />flag
<br />if"
<br />-
<br />"As
<br />MINIM
<br />MINIMUM PANEL L rl;&M (In) FOR A OWN MGL*MNG CONDITLON
<br />TOP
<br />DIRECT1�SxU6
<br />'
<br />'F'
<br />AA6 t
<br />T9RpAEtX
<br />NOUN?
<br />MEN"
<br />iLi:AOER
<br />EwF
<br />TRK.YL
<br />w
<br />a65UM5
<br />-
<br />DIRECT NOWT
<br />Ae
<br />3r
<br />3r
<br />wS5'
<br />S0'
<br />50'
<br />4
<br />1,5'K'.5' STUD ANGU
<br />m.
<br />3Y
<br />32'
<br />3Y
<br />4r
<br />39'
<br />1.
<br />3
<br />'F TfIACY
<br />55'
<br />3Y
<br />3r
<br />1.
<br />eY
<br />a0`
<br />W.
<br />T
<br />AD -OUT 7wti . ALCU
<br />1M.-. a-4
<br />yi•
<br />32•
<br />m
<br />fYf
<br />36'
<br />�56-
<br />f1
<br />_�.
<br />AD ' �Fs-tHAtsN
<br />SO'
<br />32•
<br />32'
<br />38'
<br />W'
<br />S9`
<br />58'
<br />n�nunummvmn
<br />i�iiil�� . `
<br />D.M., - - - - - o - - - - -
<br />®(� • o o -
<br />� MIL 2/4 bjj4. 3/41 415E 5/5 a< 6/5
<br />4W/7
<br />HCtlRS (SEE SCHEDLa rON SHEETS S.
<br />REGULAR STORM PANEL C EELEVATION
<br />tor NETS. 1/4' INnc GAP
<br />Oft OtDlAP -1 11HO E NILM
<br />SECTIA-A ,J ON
<br />N.7S.
<br />ND'1FiI
<br />00) L+t MAXIMUM &LOWME PAM U WIN FOR A QVW PCBRIIE RSA. DOM LOAD.
<br />L- MAX. ALLOWABLE PANEL LOWN FOR A DYED NEtiAAYE ASS. OEM LOAD.
<br />(2) PAOC A M t0 OE1OUK MAWN PANEL LOOM
<br />774
<br />CNWI A POMW AA0. DF- I LOAD. OETB66NE MINIMAL AAI8 LEM11H'L+• FROM SCHWDUL
<br />OPA N A NZQ9WE A.$.D. DCON LOAD. GRIBI IL MAGM UM PNML LENGTH 'L--• FROM aa•uen...e
<br />WIN. MAXIMUM ALLOtfARE PANEL LENOIM 4 EQUM M THE L�iN OEwArlm fWRL LBgN
<br />BEn1EF.N 'L+' AO 1
<br />(3) WE SCHEDULE SUM FOR WN. PANEL U; I M FOR POROSITY aMLmZutON. -
<br />t MSTALAIONS Mro WOOD AM MN M TO :96 P.s•E MAX A.= OEM PpE'98NRLi RATNO
<br />* PDR MAX ASA. OEM UOAAS • MAX PANE. tEU40TlTS FOR
<br />7114s s USED.
<br />Ik
<br />LOOM
<br />MLIN.DINB CODE Nan Hlph YYdoat low no Zone
<br />FJLL
<br />• 447 •2m aim `Y` 24 DACE GLLYAOM STEER. STORY PMEL
<br />ay 1 L E C O INC. �Ow- PROTECTION PRODUCTS, uc. N"'� `
<br />i ! y�7 -•, ,Q c PRf1I PE!!RA ! OIMINMAB EOI/1W/ Am 2.9 of gnm
<br />�y I� lti • 4``'4� 1De AM. A Alt /twtl A WP6 /L 3=4 1
<br />` .�t.A.. mac 00000 -75w MR meque-sm 5-022
<br />, R'
<br />Ntr-at0i7iW
<br />Mno A a r tlLT 3 OF
<br />H
<br />4
<br />ii 0 DAM I IM 0 i iIT ,a
<br />• 1 f►•! i IqFDi tXJ a
<br />WOW ANCHORS
<br />(SEE
<br />iSfiEOILE
<br />WOOD
<br />REQUIRED
<br />PANE. L.ENCTM
<br />OWN SHEET )3
<br />Cr
<br />MAX.
<br />!/2- C.O. 1
<br />RP1C QE4:.ti''.fT) � •! i i LMJ00 mciluRS
<br />1 i - { 'xt%LtfF3w0 /r{ SRD
<br />X�jU t i i ICI; (%a NaAKE (IN
<br />SHEET 11)
<br />1x6V._. .
<br />WAIT IWIOiNG
<br />NOE FMR COLUNAMON DE 1g:'T10,3
<br />TOP & BOTTOM MOUNTINGS C`N sc
<br />COMBINED IN AKY WAY TO T01 ATY
<br />INSTALLAT.ON.
<br />11f.a
<br />. t/4• on&
<br />(SEE solm AE
<br />ON SHM 3)
<br />s
<br />PANEL
<br />H 1AL35IDE
<br />So
<br />I
<br />ON(SROSE
<br />1
<br />SPAC
<br />I OF V
<br />2'
<br />ED
<br />1
<br />I
<br />I
<br />L
<br />C
<br />EI
<br />---;
<br />--
<br />j
<br />t
<br />1
<br />1
<br />'= t' MMx LONG ALUMINUM SPACERS •
<br />12 1/2- O.C. (SEE TAKE /1 ON
<br />1
<br />;
<br />j
<br />1
<br />PANEL LEM M
<br />(SEE SCHODMILEPAINS
<br />L
<br />I
<br />ON SHEET �
<br />WE EiIMLE IDOR PANEL MATE
<br />PLUS (SEE SCHEDULE ON SWEET 11)
<br />1 MEL
<br />I
<br />�TNpp
<br />1H1SEPAPATION
<br />I
<br />WOOD
<br />GLASS��
<br />E
<br />I
<br />PLATE REQUIRED
<br />ON SHEET 3)
<br />*
<br />ALTER1,ArnF 2Mr
<br />T
<br />1
<br />SCALE 3/8r/"
<br />L'"
<br />f 12 1/2 D.C. SEE TABLE //1
<br />MAX A;&0
<br />ON SHEET 17 FOR MAX PANE. LEND*S !
<br />DOW LOADS FOR THIS INSTALLATON.
<br />ED
<br />t�
<br />t
<br />WOOD ANCHORS
<br />L
<br />STAGGERED W/ SPA
<br />'i
<br />(SEE SCHEDULE ON
<br />1' MUL SEPOAROM TO GLASS INDICATED
<br />SHEET 11)
<br />ON STUNT 3 MAY BE REDINf ED To 1 4'
<br />AS LORD AS IHE FOLLOWING CONDITIONS
<br />ARE COMBED WWTH:
<br />x4• 1Y00D
<br />- TE REQUIRED
<br />(1) MAXIMUM NOEEDpR 1
<br />ROM B �NE897RE
<br />(3) WARN STORM PANEL LENGTH IY
<br />7L'
<br />(» SIM PANIM. 6 ONLY
<br />WOUNTM DI
<br />MOUNT
<br />INTO AN E05tM0�WOOD FRAME WALLWALL
<br />NATIVE
<br />(4) NSMLVMONLYY
<br />SCALE 3/9-1'
<br />. 2l 1 N�PE E�
<br />/9.6••06.
<br />Norkm. a
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D.
<br />DESIGN PRESSUURE RATING (p 9.f) AND PANEL LENGTHS
<br />AS PER SCHEDULES ON SHEET 3 (DLCEPT FOR
<br />ALTERNATE 2W)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MU7/BI RS TO BE SOUrrERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF O-W OR EOILAL
<br />-
<br />FIORIDA BUILDING CODE NI�n V010"efty NurYifmno Zone
<br />•aana XZIRA on 24 GALE GAWAN�9 STEEL SiORM PANEL Belief n.
<br />IL E C O INfT. GLOBAL PROTECTION PRODUCE. LLC. wa `
<br />1RNIFM a ONTXYPI' 400 LR N SWW
<br />4INAL;aT-jL 'Aw -,aaW nocDsHa a Iisgw-ffm 15-022
<br />90.ODOOM A-r rt -r m.O Era QYNOO Ifs
<br />momar A 4Y a -
<br />(YAMD ONLY FOR PANEL (DtHST&LA1TON5 AS PER SECnONS i THRU 6. ON SHEETS 4 & 5)
<br />MAX A.S.D.
<br />DESIGN
<br />PRtS'RURE
<br />{p.t.f,)
<br />VAMMAII ANCHORS SPACING FOR INN E.D. PER SCHEDULE BELOW
<br />AP
<br />Nk
<br />MAIMUM
<br />LENGTH
<br />I:
<br />(ROF
<br />MAX A.S.D.
<br />PRESSURE UHE
<br />1M41M
<br />(p.aE)
<br />MAxmm AIICWIRS SPADING FOR MIN LD• PER SCHEDULE BMW
<br />APPLICABLE
<br />MAXIIIILf
<br />PLENOM
<br />{R')
<br />YAPIXUN
<br />SOLID -SET
<br />PA/83MAID
<br />PANNEtY10E
<br />ZAMW -NA16 N
<br />CAIX-N
<br />TAPCON
<br />SAID -SET
<br />PulaZfWMYC-IMWJN
<br />GflUl-N
<br />$
<br />OF NEON
<br />•0
<br />1O
<br />lD
<br />10QQN%wjmx
<br />N
<br />10
<br />t T19N
<br />THEM•)
<br />W
<br />mmm
<br />A
<br />TO
<br />W
<br />10
<br />1D
<br />+46. -45
<br />UOR
<br />13'
<br />1r_ago
<br />13'
<br />'3'
<br />ts'
<br />13'
<br />13'
<br />13'
<br />2r
<br />tr
<br />13'
<br />tr
<br />I (TOP)
<br />5,�
<br />OR
<br />LESS
<br />4'45• "'�
<br />1O
<br />465, -W
<br />13'
<br />tr
<br />or
<br />or
<br />or
<br />tr
<br />tr
<br />13'
<br />Ir
<br />/r
<br />tr
<br />tit
<br />1
<br />!OR
<br />ES
<br />fY
<br />13'
<br />13"
<br />1.i
<br />13'
<br />t3'
<br />t3'
<br />13'
<br />13'
<br />13'T
<br />13'
<br />1r
<br />i {B611DM1}
<br />13'
<br />IS
<br />or
<br />1r
<br />Ir
<br />13•
<br />is
<br />tr
<br />tr
<br />1r
<br />13'
<br />11 1
<br />1 (EDTGNN)
<br />13'
<br />Y3"
<br />7r
<br />73'
<br />tr
<br />13'
<br />it
<br />Ir
<br />13"
<br />13-
<br />13'
<br />13'
<br />2 {TOP)
<br />,r
<br />1r
<br />it
<br />1r
<br />or
<br />or
<br />1r
<br />1r
<br />13'
<br />or
<br />1r
<br />it 1
<br />2 (TOP)
<br />13'
<br />23"
<br />13"
<br />!3'
<br />tr
<br />13'
<br />13'
<br />13•
<br />or
<br />13,
<br />13,
<br />Sr
<br />2 (6OII77M4
<br />it
<br />1r
<br />1r
<br />1Y
<br />or
<br />1r
<br />or
<br />1r
<br />Ir
<br />1r
<br />1r
<br />11 1
<br />2 1HOTTOM)
<br />13�
<br />FS
<br />lr
<br />13•
<br />i]'
<br />13-
<br />13"
<br />13'
<br />13•
<br />13'
<br />11'
<br />tr
<br />3 )
<br />Ir
<br />1r
<br />it
<br />1r
<br />13-
<br />13•
<br />1r
<br />1r
<br />it
<br />tr
<br />13`
<br />11 1
<br />3 (roP)
<br />12 1/2.1:i
<br />1/2-
<br />6 1/4-
<br />6 1/4'
<br />12 Ij2
<br />12 1/
<br />-
<br />-
<br />6 1/4'
<br />8 1/4'
<br />3 (00170M)
<br />-
<br />2 1
<br />12 1
<br />6 1/4'
<br />4 1/4'
<br />2 1/2
<br />2 1
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />3 MTM&Q
<br />a'
<br />6•
<br />S'
<br />r
<br />r
<br />6•
<br />7 1/2`
<br />4 (TOP)
<br />Ir
<br />5 1/r
<br />6"
<br />!r
<br />8'
<br />4 1/2'
<br />r!•
<br />7 1/2'
<br />6'
<br />6'
<br />•'
<br />r
<br />4 (EDP)
<br />g•
<br />-
<br />6`
<br />_ -"'
<br />S'•
<br />-
<br />6'
<br />-
<br />6'
<br />-
<br />g'
<br />-_
<br />(BOTTOM)
<br />6'
<br />-
<br />>3'
<br />-
<br />6'
<br />-
<br />W
<br />-
<br />g'
<br />-
<br />6'
<br />(WtN
<br />Ir
<br />13,
<br />_
<br />it
<br />13"
<br />13'
<br />13'
<br />13,
<br />13,
<br />13•
<br />it
<br />tr
<br />5 (TOP)
<br />tr
<br />1r
<br />/r
<br />or
<br />Ir
<br />or
<br />1r
<br />or
<br />1r
<br />Ir
<br />lr
<br />1 1
<br />Rm3
<br />13•
<br />13
<br />13' -
<br />_'.r
<br />13'
<br />L?"
<br />t3'
<br />is,
<br />1$'
<br />1r
<br />13'
<br />13'
<br />13'
<br />S (801TOMQ
<br />13•
<br />1r
<br />tr
<br />or
<br />or
<br />I3'
<br />1r
<br />t3'
<br />13'
<br />t3'
<br />1S'
<br />7 1
<br />(BORI06Q
<br />13'
<br />13'
<br />13"
<br />_
<br />1r
<br />13,
<br />13,
<br />Ir
<br />13,
<br />is
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