|
""'PS (SEE SECTIONS ON SEATS 17, IS. 19 a 20}
<br />MAX. J+A/17, M/17. 0/10. XA7. 411/17, WAS. 3"
<br />MN, 9M11/+a 7M%19 A Y0t/f6 M/19, 7wp9 a EwJA I.
<br />0 0
<br />*.__1Ma MI R IR! IIIf
<br />. 3A/f7, yA7, 9A/la !/T7, 4�At7. SB/La 3'
<br />MON. MW/+R 7AW/19 a aIInO Mw/u 79w/i9 a E9wJ10 1• yR.,
<br />______ANCHORS (SEE SECTIONS ON SHEETS 17, is 19 h 20)
<br />OPTION #2 FOR LIFE SAFETY STORM PANELQ ELEVATION
<br />SCANS 3/19•-1• Ile WL aV
<br />SECTION A -A
<br />SCALE 3/16'-1-
<br />wiw"
<br />_L .L i ■. I
<br />MAXIMUM AS.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.a.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-8'
<br />2 3/4"
<br />UNBOLTED
<br />Y'"
<br />I
<br />`
<br />i rnu■
<br />`
<br />D-Jr-'�
<br />;
<br />I
<br />a
<br />NM WMAm101M
<br />teTo a°uI~a Ac
<br />.
<br />We mA54
<br />rr AalaveM
<br />-Rai 1 t aE
<br />awm, a
<br />1•
<br />6-
<br />PANEL
<br />EL MENDTH
<br />IN am to
<br />PANOT
<br />TENON
<br />Ae. aOrPRMIo1+
<br />(SEE NONE I IELda
<br />CRE: NOTE
<br />ElEfpa
<br />To Own
<br />-raw-,
<br />3/�2"
<br />(
<br />COAT.w.
<br />"MT MLRT�P-M.a.,n
<br />rWNalEli ! 72 in• 0.C,.w.v.r)
<br />4R TA'COP • r CA,
<br />1 ♦w TAPOON ! r O.C.
<br />t 1 6.1
<br />W T I HALL T41EO C {
<br />W 1 i IIIA room
<br />AT MOwaAN
<br />A H6aIN
<br />OF MATE
<br />OWOOO PLATEQCWOGO
<br />a PLATE
<br />PLATE
<br />a" YOI1NTiN gwkl,.Alm yOLOW ,I I•
<br />mpg dl
<br />.
<br />�y
<br />SCALE 3/r-,• SCALE 3/6•-1•
<br />I. OXIA ATgMS ARE ONLY RAID FOR OAlOINGS WIN ASA DESIGN TOMS
<br />5��1
<br />UP TO +$&& -72D F6: Am ROMA$ LENGTH UP m w-s"
<br />u0
<br />L FOR MOP WOOD FRANC CONSTRUCTION, ROOD Mw ASM TO E SOUTHERN
<br />PIE NO, 2. W/ 3PWM M WMY OF 035 OR EQUAL
<br />.,4Br Ail I►^ =� ` �.A:�li ' ►.
<br />=Ili .tiY. 17; JYi ;l I.
<br />B ,. �.► ` • ;. III III A ► • : ,. '
<br />T STORY PANEL
<br />)r
<br />PANELS END UP
<br />W/ NFMYED ENE. �rP,EpP`
<br />ISOMETRIC A
<br />ROUNDED CARTER ! EKES E PAPEL•S
<br />END UP W/ HEMMED EDGE.
<br />(N.T.S)
<br />t2S'
<br />"11•'
<br />a P
<br />2.000'
<br />O J. irl=
<br />7�y DSS• OroJ
<br />I
<br />STOP RAR
<br />1T* LONG
<br />6083-T5 Aum. ALLOY
<br />RE'YM= 'h" TRACK
<br />413'
<br />i
<br />i
<br />Q 3.750•
<br />RAW)
<br />O
<br />A14
<br />6061-T6 AMIm. ALLOY
<br />M.L W/
<br />TAR
<br />w
<br />O3 REYERMO "U" TRACK
<br />125'
<br />I �I
<br />2A00•
<br />Y
<br />© Y"iTS'(Max.) AWM_ ANGLE
<br />F4• TWCON ANCHOR;
<br />I' O.C.
<br />INSTALLATION DETAILS FOR OPTION
<br />INTO EXISTING POURED CONCRETE
<br />1[.• UPC" Me"=
<br />' --� f r O.C.
<br />#2 FOR LIFE SAESTORM
<br />OR CONCRETE BLOCK
<br />M4• TAP0011 MICHG N
<br />S, r at.
<br />PANEL
<br />STRUCTURES
<br />SYSTEM
<br />_,-�{• TAPOON NIppRS
<br />MMa
<br />PONEp COIpEIj \
<br />BIOCt 11[OIIMO J
<br />00.
<br />P'OIIED CONCIETEI 1
<br />DRENE
<br />OOt PEOUEIED ,-[i
<br />1/{'
<br />P'OtIED I \
<br />BLOpf A A
<br />1J4•
<br />i i
<br />i
<br />I
<br />I
<br />t
<br />I
<br />i
<br />m
<br />x t
<br />a
<br />wp�
<br />I i
<br />t +
<br />wat7 Mp
<br />I .Er
<br />Eti6flEy,� 0i
<br />�
<br />EIA51RXjJ
<br />GLASS
<br />CLASS
<br />� t
<br />41,
<br />At
<br />1u W 7
<br />�144ALL
<br />i
<br />AXIZII
<br />W/
<br />wm Nuf
<br />t/2•
<br />i�b3J
<br />J�f
<br />12 t/2' O.C.
<br />ASFIER
<br />Z
<br />2_!
<br />(BEYOND)
<br />7
<br />! tt•tn'
<br />f4
<br />+/
<br />O IAIt 1Nt9NER DISCORD){
<br />1 TAPOOOt
<br />1
<br />i {• TAPCON
<br />W/ SAD)
<br />W/ SRO)
<br />! 4 1/r O.C.
<br />Yli NM 10 a 10 #0 Ak"= TYPE a
<br />Now 11SB
<br />IX.
<br />wam
<br />VACANT FOR MnUATMIA tlm NO
<br />11L MPIBI •IIrMO�IT py
<br />7
<br />#a" INREIL
<br />WK O tMUA SHONE Ala OO
<br />TOE M IOU/ THIS
<br />FA Nn
<br />•-M..1na �� Ol�i
<br />II
<br />= R ra
<br />SOMU FOR i0. NO 11Mw ANpIWED OM
<br />SOBOME;BOUNCE A/MGR SM{Tlel M
<br />M P Le
<br />iMb1Wy 1,MP+111 ur aU
<br />1
<br />AOEP.9a
<br />R1R09
<br />F 7M. M THIS
<br />MY 1W IOILOISIIT F/IML FOR THIS
<br />THE POLAROID
<br />OPeMa+Dll m E 1 IINIKIb
<br />+LAY
<br />AM
<br />WAmm OSWAO FMa ►ACTOR TAINT wr
<br />E un IMAN MNMUN Sw m IIaiOAivb
<br />FOR CCU ANCHOR TYPE ON T06 SWIFOAE
<br />A•
<br />,m
<br />31
<br />WAIL MOUNTING
<br />SCALE W.I.
<br />0111,
<br />1. INSMAUANIONS ARE ONLY CAA FOR BUILDINGS WITH A.LD, EbMG1 LOADS
<br />UP 10 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO e'-S'.
<br />2. FOR PEW WOOD FAME CCSTRUMft WOOD MEMBERS TO E SOUHERH
<br />PO4 NO, 2. at SPECIFIC AMITY OF OM OR EQUAL
<br />3'/24 ONE NINE a mAe
<br />1•/24 � 4'/24i 4"/ OR VA
<br />RH
<br />ELM
<br />'T_TIfT,- TTiiT,I1 ki��s3i�A,.
<br />13�7T311M -'I --.
<br />1••s �pyEIFPI�I�� - A��iai19-F�
<br />III III�IiII�IIIi�IVl�llll�ill��lll�lll�llll�lll� II
<br />If
<br />is
<br />M.S. W/
<br />Mir WISER
<br />0
<br />W�
<br />L J_j__L,L.J.JL_L ' yy- m L
<br />aX4•1-'.
<br />T I
<br />t
<br />rAwL7+ELwIIME Di"v.)
<br />SE NOE 4 E7DW_-- '9O101ArCaE77AO NPoGHRORIbOO%O E EtaW
<br />Ot MtX7Ii1106IE11
<br />1' Ma
<br />3 �O De/ an W/O�.® 50001a pM 9MEt tY
<br />(-�1Y • TO
<br />(�
<br />• l
<br />LAST PANEL E NWAAUM 0 EACH
<br />OPENING
<br />>QWMi Almw4YEI E PigYNrA ((
<br />IRDM HIA+oLE m FAG,irATE 1NlfAWlid1
<br />Isle, to IE m FAmma NSTALLA78N
<br />w wwm m E N/TALm FROM
<br />- few
<br />E-Z NANO STORM PANEL SYSTEM Pam or
<br />ACNE - 1
<br />sau war - 1■
<br />+L 1/4• No. aN 1/4' a- GAP
<br />i
<br />t/r M1: YAP GAP-li-
<br />1A4' Nw
<br />NO
<br />1 RIt�N/ORIVW�•®
<br />1ar
<br />1-
<br />.; I ltLl.Il! i-A
<br />aTME am - r
<br />SECTION
<br />1N B-B
<br />w" 1UASS' • r
<br />(I). OFFPM7NxI lY SFiWiW 11Map E - Z MANG STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />tl4IE5i
<br />TRAM AT TOP a PAHELMTE PLUS OR IS' LONG
<br />(1). NZ01111011 OE E - 2 NAND STOW PANEL SYSTEM CONSISTING OF PA EL +
<br />AT BOTTOM W/ PANEIAIATES,
<br />CAM. TRACKS TOP a BOTTOM.
<br />(2). AMELS SKILL ALWAYS E CONNECTED /0 EO1T011 TRACK OTHERWISE STOP BAR
<br />(21 00 PANELS 94ALL ALWAYS E CONNECTED TO SLL WALL BY MEANS O
<br />FAMELMTES OR IF USED Y Ts- LONG 1RN3T AT BOTTOM, END PANELS
<br />A
<br />StfALL E PROVIDED AT TOP OF SUCH PANELS.
<br />%
<br />SMALL E C01aiECTED 1D�W/ f .A•'w1 i/EE}x3(EXCEPF
<br />1/4'lM-g013 IMn. NT0 TAPED M
<br />(3). IF END PANpSI ARE M 801T1)M TRACK. COpECTglN SILL CONSIST O'
<br />(iJ
<br />DESCRIBED
<br />1 4'f-20N3J4 M:$. W T J32' WI16 FM OR 1/4'Pt114• MK THUMBSCREW
<br />TAPPED BOTTOM 710N OF FASTENERS MAY E AT ETHER OF TWO
<br />(3). FOR GE9 WWEPINOTEENO(�PMHfLS ARE LSE JGNNRY wJ 15• LOFT TIT AT
<br />SOt flIO PANELS ARE NOT j:= J LED TO BOTTOM TRACK A STOP TAR
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />.(%
<br />9NLAt1 E PROMONE AT TOP O' 'SUCH PAELS.
<br />(4). N CASE TINT END TPANQS AE NOi COMINiOfED 70 BOT70M TRACK (La A STOP BAR
<br />TRACK
<br />USING SPECS AINOMATED AOU /K71E (3) A80ME. N SUCHCONNECTION OE M Or ANNE15
<br />(4). FOR INSTALLATIONS WHEN 00 PANOM
<br />MOUNTED TO DOOM SELL WALLBMIS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USED BOTTOM0 MILL
<br />TO 8OTOM TRACK MY' OCCUR AT iPh PANEL LOCATION.
<br />WBE WTRACK;
<br />PANEtAM7ESYP0 SPIfCM4G SHOWN ELEVATION /
<br />r
<br />(5). SEE SECTION 1'. S a e ON SEAT 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE FOR THIS INRRIOR PANEL USED Y W/ DOES
<br />N NOT NEED TO E CONNECTED I(� 6Y ANY MEAIIL TRACK SLAIN NSTALLED
<br />SUCH THATITT ! RBM SDE aF ►ANa) IMYE
<br />THEIR (Wfl6APS RETAIE .
<br />INMIMLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />0 1 4 TIPCON ANCHORS 1 e tHPCON Moen
<br />9" at r OC.
<br />ANTE
<br />mmumm CONClE1C BtACIZ' ti OONCAE'IE mr,
<br />1/4•
<br />1
<br />I
<br />E0.a
<br />F gmaE pP i >a ' O
<br />!® NO
<br />ExSBpaGLASS
<br />■7aAI� 1�
<br />I it a3
<br />I l i i i i
<br />F
<br />I i i NS 1Il'7 ' -
<br />1
<br />I t
<br />I
<br />` I
<br />N 1
<br />t4-10'11 IANEtIYOE PUK w/ 14-lrp ANIMATE PLUS w/
<br />'. x Hui 6 x 3/32' Nlla NAT wASIER 3/32' WPMi WAN
<br />• 6 1/4' Q.C. � (EYOPO)
<br />CONCRETE oxm CONCRETE
<br />COIIOETE 8�1' c OR CONCRETE BLOCK
<br />REQUIRED REQUIRED
<br />71EdLL,29PUN+1M RAI INSTALLAWN
<br />lWMEM��YFAdEL
<br />REtil)LtR PANEL
<br />SCALE 3/6'-1" SCALE 3/r-1•
<br />Z A: t/r
<br />a�A'�CEN' ✓H
<br />MINOR ND. 44167 FLORIDA 8(MLDINO (ODE h YNeo Hurricane Zone
<br />*' 1aPAa 1IRm AK 20 OAK CMLVAINSO Sim STORK PAEL I?,
<br />ATE Dow M
<br />�� OR ''�■ PROTECTION PRODliCM U.C. °tom
<br />�'4`r ttNAl iIL EI it FNe, a ; sx, s+ xow
<br />NIA N11 xW ar A wow pa Ts a RAft 094PU-M 20-178
<br />Mi W1 .A.(1w w1�MN �-Rllx
<br />PAL �, r rM xw -
<br />01 1DIOA a�UTA�.. Al NMOT M a >•
<br />SEE lNkE7 H a Jp WAR ANOIb6 TYPE a
<br />1q�
<br />tp9
<br />TNh
<br />wool _
<br />VACAT FOR PaDWLAIOI! .NIT Ia00
<br />ws AIe1IeA EMCIIIA W
<br />3
<br />7
<br />NlAIUNaMI�l! sralw AN! 1wMAM
<br />WIDE 0911ICE AU[ NOIOOm OM ila
<br />•■M■.INMN R4s.N Oa
<br />a
<br />II
<br />3
<br />a +/II
<br />ICIIm1AM FOIR to 13E 11YN AIORAISI ON
<br />> R8M110E ANCHOR sAoa ,•
<br />MAamYNT aNIrAA1T sINDIAN aM xNBaAe
<br />IiAb6H OOnPARr Y aJ
<br />AR1BL 156 6= aEBIBq
<br />IFa1IR
<br />E THE F0t401Wa RtC7O1lA FOI 7116
<br />0►BYOION m E f0E9AE. 1®INOm
<br />1 1JN'
<br />II +
<br />-
<br />•
<br />IPACAa OwAIN® LISAa wC/0U NilL+ll Apr
<br />E 10A 1WW IIAMAI fl'ACIN/ Ia1WiSD
<br />Pa EAICfI AapeR TYPE OI T+m SGImUIE
<br />X.
<br />t.m
<br />IAa
<br />3
<br />-
<br />IIILT:F31 WI.E E.-Z MANE 4iEyMi PIMiYIl SYSfEMI
<br />1. E-E KAM STORM PAEL SHOW ON THIS PRODUCT EVAI.MTON DOCUMENT (PLO) HAS BEEN VERIFIED FOR COMPLAICf N
<br />Ali) WORM EMBEDMENT OF TAPCON ANCHORS NO PANELMATE FEAE 0 a PAPEINATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 CM EDITION) OF THE FLDRIDA BUILDING CODE.
<br />SLOOK SMALL E 1 1/4-.
<br />DESIGN WIND LOOS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MERIOW CODE.
<br />Ell) MWNLN EMBFDNENT OF ,/4. x 7/B• CALK-N ANCHORS SWILL. E IS 7/r Nm CONCRETE.
<br />FOR A RAND SPEED AS REQUIRED BY THE JURSOCIION WHERE THESE SHUTTERS WILL BE INSINUEQ AM
<br />FOR A DNECTIONAUPY FACTOR Kd-GA& USM AM 7-16 NO SIWI NOT EXCEED THE MAXI IW AW
<br />RNG EMEOMENT ALTO ANa FINILSH MATERIAL SHALL BE PERMITTED.
<br />(AS.D.)
<br />DESIGN PRESSURE RATGIGS UmI`A.TED ON SHEETS 25 a 28.
<br />1/4' 0-20 SS 9gMX BOLTS USED SHW. BE LORD OMON(SWUD ANY room MATERIAL EXIST) TO
<br />ENGAGE 3/4" INTO AMbIOR$.
<br />N ORDER TO VERIFY THE ABOVE CONDITION. ULIMMTE DESIGN MIND LOWS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN WIO LOADS BY IANWA.YINC THEM BY 0.8 IN ORDER TO
<br />B.3) IN CASE THAT PRECAST STONE, OR PKtAST CONCRETE PANELS E FOUND ON THE EX6TI G WALL
<br />TO COMPARE THESE w/ MAX. (AS.D) DO KIN PRESSURE RAT%= IipCATEO ON SHEETS 23 a 26.
<br />AN04M SOUL BE LINO ENOUGH TO EACH THE MAN Sf1UICTUE ODOM SUCH PANELS. ANCHORAGE
<br />SMALL E A4 MENTWNFD IN LI) AND IN 0.2).
<br />IN ORDER TO VERIFY TIAT CO PONFJRB 00 ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />N ALLOWABLE STIES FOR WAND LOADS WAS Bit USED IN THEIR AMLYW FASTENERS SPACING TO WOW HAS [TEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015.
<br />(C) A E INSTALLED FOLLOWING ALL OF THE IECOMDgWD6 AND SPECIi1GMI1GH6 OF THE ANCHOR$
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SEC710N 1626 OF
<br />THE MANED CODE AS PER FEf1iSfPo1TIDN VESTING LABORASTORI', INC. IEPORT % 2W1. AS PROTOCOLS TAS-201,
<br />tt. R STALL E THE IJf�OISBMRY OF THE COMM" 10 VERIFY 114: SOUNDIRSS E 71E STRUCRIWE DINERS SURER
<br />202ABOVEA
<br />TAS-202 AND TAS-203.
<br />IS TO E ATTACHED TO INSURE PROPER ANCHORAGE. THIS SNURER SMALL ONLY E ATTACHED YG CONCRETE. KCCK
<br />2. THE SYSTEM HAS BEEN DESIGNED TO E INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE
<br />OR WOOD FaWE M140r�.
<br />IMAOE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION S VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED
<br />12. THE PSTALIATION CONTRACTOR IS TD SfAL/CALRX ALL SHUNTER COMPONENT EDGES WHICH F40aw IN COKINOJ"
<br />FROM THE WSW OF STRUCTURE,
<br />CONTACT WITH TIE BUILDING 70 PREAENr WIND/RNN INTRUSION. MILK AND SEAL SHUTTER TRACKS AL. AROUND FLU
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SNIXF NO DOME HUNG STYLE wIW" WHEN INSTALLATION IS RMM TOE
<br />.
<br />PERFORM FROM THE mm OF STRUCTURE
<br />13. STORM PANEL NSTAW7ION SMALL COMPLY WITH SPECS NOOSED N THIS DRIVING PLUS ANY BUALDNO AND MIND,
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0.
<br />4. SERIES 200D INSTALLATION 6 MPILrABLE TO SINGLE AND DOUSE HIM. AND MWRRONTAL SUERS STYLE WIDOWS WHEN
<br />ISTHUTIdU 8 REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />14. AITWM WINDOWS AND DOORS, W. E - Z RIND STORM PANEL SYSTEM"' 6 POW POr09q.
<br />5. ALL ALUM I N IM EXTRUSIONS TO BE W$3-T6 ALLOY AND TE]IPER. (UNLESS OTHERWISE NOTED)
<br />I & (a) lily PRODUCT EYALuRM" D U.ME IT (P.E.D.) i+REPAREO BY THIS ENGINEER IS 6EIEPoC AID ooEs NOT PROVIDE
<br />OVV MIAT01 FOR A SITE SPECIFIC : I.A. WHERE TE SITE CONDITIONS DEVIATE FROM THE PJ:.0.
<br />S. ALL NJAW" SHEET METAL USED AT SHALL MOVE 3105-H14 ALLOY.
<br />(b) CONTRACTOR TO E REtGI01r�1,E FOR THE SELECTION, PURCHASE AND INSTALLATION I4ClUDPMs LIFE SAFETY O'
<br />7. ALL STEEL BEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM STEEL. ASIM A-553 GRAM SO IOU., GALVANIZED STEEL
<br />IRIS PROWCT BASED ON MS P.E.D. PROVIDED W4SFE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESGIMTIDN w/Fy- SB.S *W (AFTER ROLLED).
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE OCF1TRACf n �POMMTY.
<br />B. AL SCREWS TO E STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION REPTANT COATED CARBON/ STEEL AS PER DN
<br />(a) IRIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED IMAM IF MOORED.
<br />50018 W/ W W YIELD STRENGTH AND SO 111 TENSILE STRENGTH a SALT COMPLY W/ FLOROO BUILDING CODE SECTION 2411A.3.4.
<br />(a) SITE SPECIFIC PROJECTS SOUL E PREPARED BY A FLORIDA RED ENGINEER OR ARCHITECT WHICH WALL
<br />C BOLTS TO E ASTM A-307 GALVANIZED STEEL, OR AS 304 SERIES STAINLESS STEEL HIM 36 kb WN YOM STRENGTH.
<br />BECOME THE ENGINEER OF RECORD E.O.R.) FOR THE PACT AND LIMO WILL E RESPOiSW FOR THE PROPER
<br />USE OF THE P.E.D. EN04M OF ACTING AS A DELEGATED U40N O 70 THE P.ED. ENGINEER. SMALL
<br />10, ANCHORS TO PALL SOUL E AS FOLLOWS:
<br />SUBMIT TO THIS LATTER THE WE SPWFIC DRAWINGS FOR RENEW.
<br />(
<br />(A) THIS P3:D. BALL BEAR THE DATE AND OUOMW, SEX AND s oano E 0T THE PROFESSIONAL DW"R OF
<br />- 1/4'I TAPC)N ANCHORS AS MMMTACTURED BY LTM. B IL.M. W. (MN. re-31/2 p L)
<br />RECORD THAT POtUY D R.
<br />- 1/4" . X 7/6' CALK -IN ANCHORS. AS AWNUFACTUED BY DESALT INC. (MN, fe-MOD p...l)
<br />IN. STOW PANEL MANUFACTAER% GEL. SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STOW PANEL N
<br />- (14-t0 PANWATE FEMALE 0 a PAEL ATE PLUS ANCHORS. AS MAWFACTURED BY EL= CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9Z OF FLORID BUILDNO COO. ONE LOM SMALL E PLACED FOR EVERY OPENING
<br />(rC-3350 P.-L)
<br />LASM" TD COMPLY YMH SECTION 17M." OF THE FLORIDA BUtONG CODE.
<br />At) WOM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SILL E 1 3/4' AND 2• FOR PANEUMATE
<br />FEMME IO a PAN LMAIE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8' CALX-IN ANCHORS SMALL EIS 7/6• INPD CONCRETE. NO DOMMEM INTO
<br />ANY FINISH MATERIAL SHILL E PERMITTED.
<br />1/4• 0-20 E SD MU K BOLTS USED SILL E LONG ENOUGH(SHOULD ANY FINISH Wow EMSF) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A3) W CLUE THAT PRECAST SANE. PIEG6T' CONCRETE PAVN OR FIVERS E FOUND ON THE EXISTING OWL OR
<br />BOOR. ANCHORS SHVL E LONG ENOUGH TO REACH THE MAIN STRIIOTIE BEHIND SUCH PANELS NOMPAW STALL.
<br />t "" "'•• �%'
<br />` :' •AGAR
<br />� •
<br />E AS MENI NEO IN A1) AND IN Al).
<br />'
<br />No, 4418T
<br />(B) m 15c6twG rallrnErE EDFA WALL
<br />- 1/1• • TA'GON ANCHORS AS MWNUFAL;HMPED BY LT.w. BURDEN, INC.
<br />FLORIDA BUILDING CODE h Velocity Hurricane
<br />CALK -IN ANCHIONS, AS � BY DMALT INC. FACT1RM
<br />am t, AL 20 @MBE QALYANZED 9M STORM PAWL
<br />�+c'-•-4
<br />- /14-10 ANEL1AOE FEMALE PANELIATE ANCHORS, AS MANKBfAELCO CONSTRUCTION
<br />r4
<br />PRODUCTS (V -2071 p.a.L)
<br />... •+ -. r-. •-���-.. �---..�- ..-1NNW
<br />^W,
<br />W
<br />in
<br />N
<br />to
<br />C
<br />U
<br />N
<br />2
<br />O
<br />C
<br />Q
<br />Cu
<br />-0
<br />�-
<br />.CD
<br />U
<br />Cn
<br />c
<br />O
<br />O
<br />L
<br />U
<br />W
<br />3
<br />o
<br />O
<br />O
<br />L
<br />-F:
<br />CIO�SW.�
<br />y
<br />CX
<br />Pi
<br />N
<br />04
<br />672�e
<br />W
<br />No W
<br />V •
<br />C3
<br />2 codo
<br />O
<br />A C-7
<br />N
<br />C LA__ NZ.
<br />NO p >_
<br />y o C:
<br />ON OU
<br />m
<br />E c
<br />C
<br />V � Q
<br />3 /o
<br />Ir
<br />N Ow N 13
<br />` C t�
<br />w c�
<br />c £
<br />+o
<br />0
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HMO STORM
<br />PANEL INTO POURED CONCRETE OR CONCRETE BLOCK
<br />-.! OMoNE+t�im'P1• paE� ai y $sr14 ��AM� ;/-wrOgl \ 4 a+». ia'�a'PH'oy1W '6 Nm
<br />4 9� 4(•
<br />°Ym"�""
<br />CEaER� w"a OW1
<br />CµµMO LG0 ®
<br />�AW`) I L-I
<br />5 1 L 1 IR 1L
<br />CIO
<br />0
<br />Lai a> am SINOW x r [/�'
<br />1 , 4Y- r i- POR Me. H 1 + + 11E SGIARt i @ q E T • CL
<br />svwwm
<br />To am ly H RAm. i'+� • I raWp"il. m L 'NM .pp $ To aL,� aaF 0~Q
<br />WARY oA11w A aAwAr i TO RAF. i DAM, owoi I
<br />ON I
<br />L ] B 6
<br />I �11
<br />1
<br />MID
<br />O
<br />3 oxL
<br />_I R aAOM
<br />I /+pp �A-a]owiv/ra•Nwaq � M faNPeG � rW 1 NwAwF 1 'd • A"..I N■M ae
<br />(Ip�MpRw1��m a[TAA 1/4'Pp-6aYr IO m y J _ qpM MINI* NgYW�- f/.'V9hr 1f4gI jj�
<br />ax AOM■P t '�WW aSaPl IC aW IMEw"'[Nt'L.-� WL NwM00 "+w.w :D MALL MOWf B.Ii
<br />2 6 a1P'ae '^
<br />WALL GT a wm WIT aM C I
<br />WALL nim TO O saue 3 /-iMfIi1 tNST. SECTiDM i M
<br />>oGAtE SMt YO p $ �U CIO
<br />FIATS 3 r %%US 3/I-1' ■ ■ ■
<br />ME AAQYIbwWla IabA106I► TOR yANNIN
<br />P L OR r<fit A, l
<br />4 t a(21MAPngy. t a ® iMmN IM®a Imp aM(MP �r�!!l
<br />SNS TALI �L1Ia PEADAipll ME a1 wEf 21 .�` .••��. to = •, M/�
<br />Lu
<br />8 b LIE{](
<br />�- Q TTA a IpT7pM MTIAR■IE 1N1 E %• NO. 441ST •' FLORIDA BUILDING CODE HYFIIWM Zonl Q
<br />AaaK Aa SKY TO SUIT ANY SL4TE OF on*1MA@p we 20 CAGE CALVANRED STEEL SI'aiM PAIR ORION W. = Z
<br />MAIL I cA aE paMM IM 4a� PROTECTION PRODUCTS, LLD. Z
<br />so". 1/r - 1• VIEW x �M w Ac aM I E \P 0 IM6. bpD
<br />4Im OWL n WUIET
<br />PM AI. 1r N1IN■A a aINR Few (m+)r -77M AM (000me- T 20-176 <
<br />Hw.: t7wO m-Mr. ti, p■I •MIN
<br />P E ,YNOOI amm-■ OWSM fat
<br />&,m w w s 1 V
<br />SHEET NO.
<br />S H 1.2
<br />=mwmma
<br />
|