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HEADER
<br />1U
<br />Vo TAPOON 0 a` O.C.
<br />t 7 " !_q!. TIIRIWEU
<br />AT WOOD
<br />I a
<br />I "r i 'yam
<br />1 a I
<br />EXISTING TO QL*9$S
<br />I r
<br />5
<br />1 7 r L GLASS -
<br />sarml2E
<br />e PANEL LENGTH OWN gw 14)
<br />(SEE NOTE 1 DECO)
<br />I 7
<br />t
<br />f SS. MS. W/
<br />TAPOON 0 6' 0.
<br />tHREAD
<br />:A AT WOOD
<br />L LE
<br />TE 1
<br />=t CONT.
<br />P x 3/34' WING NUT 'A x 3/32' WIND
<br />W1ASM 0 12 1/2' O.C. NUT WASHER(Bemo)
<br />.i 1 40 TAPOON q 6' O.C. yr.. . a 4'A UPCO N 0 6' C
<br />w/ STUD)(STAGGERED W/ STUD)
<br />TH FAAOED W 1 1/2- NIA, THREA
<br />' . FEEETRATNRN AT MIDMD1H - PENETRATION AT INiD1YI
<br />_.. OF PLATE OF PLATE
<br />'u4' IYOEDD 1� - _ " WOOD PLATE
<br />TaPGklll?£D
<br />A RNATW
<br />AT1VE t�IIW ALTE
<br />�BEGNUU l�..L'�NlK A UEE U'ETY PANFj
<br />SrAL£ 31r_1" SCALE 3/8"<1"
<br />L INSTALLATIONS ARE ONLY VALID FOR SUIEUCNINGSWITH ASA DESIGN LOADS
<br />UP TO #-Sb.3, -72.0 FSF• MIND PANEL`S U N78['GH UP TO 61-W.
<br />2. FDIC NEN vMW FRAME OCk KTION: WOOD MEMBERS TO BE SOUTHERN
<br />-..PIRE NO. 2, W/ Sim DENSITY OF 0,55 OR EOUAE_
<br />r EDGE
<br />yEMMIED
<br />TrP.
<br />TAIL A
<br />caw IpL• TIIDK\
<br />cALYArN7,T,1D satEL
<br />Asof A-m
<br />7Ni40E 60 MHum
<br />G-W GALV,
<br />48 &
<br />(� MRN PANS
<br />R LINI'SE, CORER 0 ADDS OF 'PANELS
<br />END LIP W/ HEMMED EDGE,
<br />(N,T.S`)
<br />g! Na � ALUM, All
<br />1
<br />,05'3" (w)
<br />,75D"
<br />C ME BAR
<br />11" LONG
<br />6063-I5 Alum ALLOY
<br />A 4D...
<br />Amu
<br />TO
<br />+•"A -7&S
<br />XP OR LESS
<br />2 9/16"
<br />BOLTED •
<br />1'. Y. X. I'll.
<br />+SOLI, -733
<br />70r ON IFMS
<br />2 7/8'
<br />EiDtTii) •
<br />/ , 4"N-2p o-il PANELA, WAWA AT GYMAP R OW OF IMP" LtIO 7n
<br />A4Rreoi
<br />• r
<br />MED k
<br />GE
<br />OVAL
<br />W/
<br />ANi 7 ERNATNE Z f
<br />e_ LIFE 4 AEM PANEL
<br />SCALE 3/B"-1"
<br />FLORIDA BUILDING CODE (High velodty Nu one Zone
<br />es ara rs 2ee
<br />`■ /. r_
<br />-- i L E 1 wC.
<br />20 O&vmuW SM $TOM PANEL
<br />cnu ift
<br />NI;1. ' l44- PROTECTit)N PRE,
<br />Haar Aar. 51 STRAIT
<br />DeME R 31:74
<br />7x>al (iaA}ta-r,Y+a fax:00 (a aalaei-alsa
<br />DAM
<br />15-021
<br />IIIllallla floc
<br />TAAff
<br />ttat axis ate, a. ,+ra��q a
<br />rir A" r ryiy aTr-XIL11
<br />rmr0Ai>vrttk PE
<br />mwt .IR a. r tl7r�. an[
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<br />afacT 1N a 2a
<br />10MRSEI') "FL'lam
<br />Hn
<br />IL• 3.1 W
<br />( IasueL •
<br />1 E/4 1YDE
<br />6061 TO Alum. ALLOY
<br />.125"
<br />2X V
<br />- _.. ' mm
<br />2" ' 1ctx AWM, ANGLE
<br />ei A +7 _ I.iAi •1 i + .i .0 :NOTE i . c ai �. `
<br />�
<br />l •.. ... - __ `.i.- - 1 �_-.-. a. -cyi �... 1.
<br />"Tilow-
<br />- 7waMu2A A HDRq NPWgNG RA IL B. _ S-1/1" «
<br />AW OOMOWAMP
<br />OF TNIM
<br />REL
<br />1L9�RH
<br />LEMIRMADMC (N-4
<br />17wom
<br />CAIX-II
<br />FNNELla11E Psox 0
<br />F PUTS
<br />10 CMDRETE
<br />CM`N
<br />10 =11=E
<br />eIAII(
<br />TO "Nomm
<br />70
<br />s.OaG
<br />TO CONCRETE
<br />170
<br />-
<br />0, -75,3
<br />12"
<br />N/A
<br />12"
<br />N/A
<br />12"
<br />N/A
<br />:2'
<br />X/A
<br />V tM 2° Crop)
<br />70` OR LESS
<br />11"
<br />3"*
<br />1Q"
<br />3"
<br />5"
<br />4'
<br />S.
<br />4"
<br />1`ZON +
<br />12"
<br />3'
<br />12"
<br />5'
<br />e'
<br />Ir
<br />8"
<br />Ni
<br />rm
<br />1° 80 00
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />11"
<br />2' ) .
<br />7•
<br />N/A
<br />N) 1/2"
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2"
<br />WA
<br />3° (mp)
<br />12"
<br />WA
<br />12'
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2'
<br />N/A
<br />s (BQTTCI)
<br />12"
<br />WA
<br />le
<br />N/A
<br />in'
<br />N/A
<br />12"
<br />N/A
<br />4° (TOP)
<br />12"
<br />$ 1/2'
<br />12'
<br />Tt"
<br />12"
<br />11'
<br />4' (BOTTOM)
<br />q LWW TO SLO µad, A.S,D. DESIGN PRESWRE RATNC'
<br />e SM 7 26 FOR Ali TICK A Sly FOR MIAL JtD M NRO WOW
<br />FRAME Blteam
<br />M04MNIA A"*M 9rlpIGS AND MINIMUM tW OWA i€y: AWE NOG,IED am TR6
<br />SCHIE A FOR ED. um TWIN 1 GN SCN13I UE REDUCE SpAms
<br />BY LMI-TP wo GN SCHEME W THE NDLLAIM 7VLQFS FOR
<br />TM OPERAPPON 10 Armo WINNOW LINO NOW SNALL
<br />NOT BE EEM THM EACH A6ICNHOR TYRE AT
<br />ANCHORS UrM _
<br />IANCHOR
<br />TYPE
<br />i9e. Naha'! Aii.
<br />3
<br />a
<br />3
<br />21,2
<br />caat
<br />3
<br />3
<br />3
<br />3
<br />(Ta.04.3
<br />DaAeale 8ket {�
<br />3
<br />3 ,R
<br />3 1R
<br />+
<br />Aglail. EIi (13LGE OIOBNNCF�N _---..
<br />FACTOR
<br />I I
<br />2 11r
<br />AD
<br />Y
<br />,,a0
<br />-
<br />'ijbo
<br />A3
<br />3 i
<br />-
<br />IAO
<br />-
<br />fA0
<br />1
<br />I
<br />I
<br />.I" REQUIRES Max OP-Wa BEAVEEN BOTTOM OF PANEL
<br />I
<br />AND 70 BE: 1/2" Max.
<br />1 1
<br />I
<br />>f + RMI ISI Mmr. DISMAINCE BETWEEN BOTTOM OF PANEL R
<br />AND N2 TO BE' 3/1e',
<br />MDx.
<br />ftlXA &ULDAATG CODE
<br />B i - ►•1TA k i
<br />114-10
<br />0 6 1/4
<br />MIN,
<br />7HR
<br />AT MIIWM
<br />MfAu
<br />m9umm A ERNAM 8AW
<br />2 RMLAR PANEL
<br />SCALE 318'-t"
<br />I. INSTALLATIONS ARE ONLY' VALID FOR BUILDINGS WITH AS 0. DESIGN LOADS
<br />UP TO +55-5. -72.0 Nam' AND Am"u"S L.E7e= UP TO V-81,
<br />2. FOR NEW WOOD FRAME CONSIRUCRON: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECtf1C DENSITY OF D.55 OR EQUAL
<br />3/4 21
<br />1'/24 PON WOW ScRew-
<br />4'/2j444 At 0 11/0 @ 1� �( Nam a amW)
<br />iE3m Sa[A a SHEET 206 AT P
<br />WOOD
<br />REOUIR
<br />iz iI1 . 7I i : lli.i
<br />kr s
<br />2'/24#11- V/24
<br />(SEE NOTE I BELLOW)
<br />NOTE a
<br />3'
<br />I' hum
<br />EM Or
<br />,4"7 SAILS
<br />0mmmmain mm...111.ufaaaf.w��m.e:�����ee.�.
<br />u
<br />1111
<br />1 1rI
<br />t
<br />11111
<br />1 L
<br />1 1
<br />H E 1
<br />11
<br />I
<br />I 1
<br />111
<br />1 I
<br />I 11
<br />1
<br />11I
<br />I .dam (
<br />_
<br />L'
<br />.0X
<br />w
<br />•
<br />•I
<br />I
<br />I
<br />I fill"
<br />(TIP,)
<br />SEE NOTE 4 - NONE 3. J
<br />-
<br />(AL1E1iNA1E LOCA7iTNi
<br />ACT BPD RAVELS)
<br />I
<br />FOR CGCAiTE .WNGa1aRSi 56E maySam SCREW-,
<br />MR 1
<br />$mTON
<br />1AAY 9E 7 1/2'
<br />AT�?RC 1�'
<br />INn.
<br />NOES 3
<br />SEcma Na2I 2C
<br />�I 3W CAR W/I@. [ J
<br />'A
<br />--..
<br />IS:RN5FAL: AT EACHHAM[YE
<br />is
<br />Y -,T PANEL-.__ _ j YO 6E M45TALL® AT'EACH
<br />��19RA�TE•�71017
<br />LAST RAti£L, Q iC
<br />crP€NONc 9Nht1 ,u.Ws1Ys BE FROVIDED w
<br />flN FAR 1000
<br />Tt3�
<br />a wstam 1c a wsrA Lm FIY
<br />TYPICAL ELEVATION FOR SE Im 2000
<br />I HANDLE TO FACILITATE I IXIA
<br />IF INTENDED TO BE INSTALLED FROM
<br />,RIES
<br />� 7 AN , 5IM P J=
<br />of STII7CIitRE
<br />-7.
<br />i"
<br />I C 'SRaJmuRE.
<br />SC'VE 3/w +. 1'
<br />r7/4' MML GIP
<br />- 7 7/4' OAP.
<br />- 4/4" uo.. CAP - 1/4- Now G#'-I
<br />__-
<br />QS W/ DR ,T/G
<br />SECTION
<br />SECTION A -A
<br />NR7E5 :SCALE 313r • ,'
<br />SCALE 3/AJIZ' . 1'-
<br />(1), DEFINITIOR OF BE= 1(1O0° E - Z HANG STORM PANEL. SYSTEM coNS 51 NG OF PANEL +
<br />0711. TRAM AT TOP & PAND.MATE PLUS OR 16' LONG
<br />MEEII (1}, AM - E - Z NSTORM PANEL SYSTEM NG OF PANEL +
<br />ConL TRACKS TOP & BOTTOM,
<br />2N, AT BOTTOM W/ PANELUN4TIa.
<br />(2). END PANELS SHALL ALWAYS BE- CONNECTED TO SILL. WALL BY MEWS OF
<br />(2). PANES SHNl ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR
<br />8 SHALL PROVIDED AT TOP OF SIM PANELS.
<br />PAiEC1l+ATES OR. G' USED Y w/ ,T:' L YXIS RAC}(u 60TTOM, END PANELS
<br />SITA.L .CONNECTED TO W/ 1/4'i-�Ox3 4 S. W/ 7 32'
<br />WING NUT OR NjJ4'P 20x3 Min-wl IN70 TAPPED/?(aEPT AS
<br />(3). ;END ;S ARE C ONNF-CTW �32" BOTTOM NUT COMCCTI 4 MTAL CONSIST OF
<br />/ J
<br />INTO TAPPED BOTTOM TRACK, LOCATION OF FASTENERS MAY BAT EITHER OF
<br />DESC`RTRED ON WTE (3) 9ELOWj.
<br />(3). FOR CASES WHEN END PAIL. ARE USE JOINTLY W/ 15' LONG is (2j AT
<br />BUT END PANELS ARE NOT CONNECTED TO BOTTOM TEiALCK 2 , A 5iOP BAR
<br />EXTERIOR FLAT FLANGES OF ETD PAST_
<br />$)SHALL BE PROVIDED AT TOP OF SUCH PAbo s.
<br />(4). IN CASE THAT RD PANELS ARE NOT TO BOTTOM TRACK (,.& A STOP BAR
<br />FT INSTALLAT WHEN END PANES AND SOME INTERIOR PANELS .ARE DIRECTLY
<br />IS ONLY USED AT TOPpy AT LEAST TWO PANELS SHALL CONNECTED TO BOTTOM TRACK
<br />USING SPECS ROCA. ON NOTE ('�) AtDCIE� IN SUCH CASL CONNECTION Of PANM
<br />.(4).
<br />TO FISTING SILL WALL MEANS OF PANE LMATES, ONE INTERIOR PANEL
<br />M4Y BE USW jowrLYF BOTTOM Amam ®OT'TOM TRACK TG WALL
<br />TRACK BOTTOM 13{ MAY OCCUR AT ANY PANEL LOCATION.
<br />(5). SEE SECTION 1% 3' & 4' ON SHIFT 24. SEE ANCHOR SCHEDULE ON S#Er 25-
<br />S=
<br />w/ TWO PAI1E136iTE5 SHOWN ON E1.EVATiON AND w/ &3 1�
<br />NOT IUD TO BE DISTANCE.Mim EDGE Tn 2 WEANS. IRACIC YS I:SiAi i c7s
<br />CEW PANELS LEFT & RIGHT SIDE Of! PANEL) NAVE
<br />_
<br />R€TAINEro BY 2 .
<br />f1OR'ADA &LANIAi14G COAAE Mob VelocIPAX Hurdtalm
<br />asDas rirmal LAIN
<br />'m"aa`OP- w/
<br />T7I,FJCED PENUR AT0N
<br />w=
<br />f'r77 12' ac.
<br />IL 114.1SACS.
<br />r--a FA,. EM OF $7
<br />(SM DETAIL 1/24 Nw
<br />f
<br />fArw
<br />--.
<br />N P_
<br />i
<br />T
<br />e
<br />Et�C1'�gsOY£RIAP
<br />M
<br />"
<br />� N6r�.�s-20wSj+'
<br />ae,a
<br />F3 1 4'hiiie3/, WS. W/ 1/6"Ax3/11
<br />iMAA 4/ x" O.C.
<br />7/4"k CaVT 'SOWAS a a` O.O. W
<br />ks (1T ± 1 ILga, 'rwIrpo 0 miuwm
<br />AT OR OR EDX re END " CIF PLATE
<br />RUILD
<br />IN11 B ATE
<br />ALTERNATIVE 4.e1 SCAB E/4 *,1'
<br />FLORIDA BUILDING CODE (Wgh Ve1od11y Hu one Zone
<br />20 GAGE GALVANIM SM STORM PANEL FAL
<br />GUI0a/7x/as
<br />BAL PR(1TI cwN PRODUCT'S, LLC"
<br />Mw LINTY F 61
<br />)- F+iaEll i7aa F tW)"-am 15-02f
<br />1W.1wNrrr Nei afiAM1EN Na
<br />eu Ines: • SNEET 240E 24
<br />B.7) MINIMUM TAPOON ANCHORS AND PAEEi.MATE FEMALE O & RAAELAEAi'E� PLUS INTO CONCRETE
<br />1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.i.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />BE 1 1f4`.
<br />BLOCK HALF.. BE I 11
<br />A CE WITH THE RN4 EDITION OF T4� FLORIDA BUILDING CODE.
<br />DESIGN WIND LOAM SHALL BE OETERMIGED AS PER SECTION a82DOF THE ABOVE MENTIONED CODE,
<br />B.x) WMNIAUII DABEDMENT' OF Ilea x 7/8'" CALJf-IN. AF�ICGIORS SFW.t- IS 7/8 INTO CONCHk"TE.
<br />EMBEDMENT
<br />NO EMBEDMENT INTO ANY Fink i YAi£RIAJ. SfiAi DE F'£RMDi -
<br />FOR A WIND SPEED AS REQUIRED IN THE JURISOCTION WHERE THIS SHUT ERS WILL 6E INVyTALLES AND
<br />FOR A FACTOR Kdc0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDO 2014 FDC M40 SHALL
<br />1/4" 0-20 SS SIDEWALK DOM USED SHALL WLONG ENOUGH(%IOULD ANY FINISH MA7E'TaAI. DUST) TO
<br />�
<br />NOT EXCEED' THE 1WXEMU M (K&D.) DEIGN pFzsstg& RSiTYNGS NONRATED ON SHEETS 25 & 26. -
<br />ENGAGE 3/4" INTO ANCHORS.
<br />IN ORDER TO VERIEIF THE ABOUT: CONDRICN. ULTIMATE DESIGN WHO LOADS DETERMINED PER A'SCE 7-10
<br />SWILL BE FIRST REED TO &S.D.. DESIGN EHD LOADS BY MUL11PLYM THEM BY 0.6 IN ORDER TO
<br />S
<br />WALL,
<br />B,3) IN CASE THAT PRECAST 'S34N£ OR ice' CONCRETE PANELS 8E FOUND ON "THE PANELS,
<br />ANCHORS SHALL BE LONG ENOUGH TO MACH TINE MAN STRUCTLI E BEHIND SLI:H PANELS. ANCHORAGE
<br />GLARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATET&S INDICATED ON SHExiS 25 & 26.
<br />SHALL BE AS MENTIONED Ii 8,1) AND iN &2
<br />IN ORDER TO VEf y THAT COMPONENTS A O ANCHORS ON THIS •P.E.D. AS 'TESTED. VIEW NOT OVER SIRS. A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS lI M USED IN THEIR ANCYSIS, FAST84M SPACING TD WOOD HAS BEEN
<br />(C) A7Ci M SHALL BE. INSTALLED FOLLOWING AL OF THE RECOMACEt"TONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />DETEEIMNIED IN ACCORDANCE WRN ND,S, 2012.MANUFACTUROL
<br />STORM px*L`S A E A)Y, FOR IMPACT AND FATIGUE RESISTANCE. HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />11. TT SHALL BE THE R€SPOAIST €.flN OF TIE CON[RACTIXi TO VEWY 'FIE 'SOUND TE1E STRtCTiIIE WFEiE SHUTTER
<br />THE ABOVE MENI1CitE1) CODE AS PER FENESTRATION TESTING LABORATORY. LNG. Rf OFTT f 2632, AS PROTOCOLS TAS-201.
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS,SHUI7ER SHALL ORLY BE ATTACHED TO CONCRETE. BLOCK
<br />TAS-202 AND TA^r�3.
<br />OR WOOD FRAME RUI.IXNGS.
<br />2. TITIS SYSTEM ACAS BEEN OES�lEA TO NNE INSTALJ.ED ON 'LINE'. OUTSIDE OF TIf OPENNING AGCESSdNG TFIE ORENTNG FROM THE
<br />[ASIDE W/O THE USE OF A LADDER OR UFT: THIS APPLICATION IS VALID WHEN INSTALLATION IS iN1TaI•K:D TD LE PERFORMED
<br />12. THE INSTALLATION LK ALL SHUT ER COMPONENT EDGES WHICH REMAIN IN CONERNU®US
<br />FULL
<br />FROM THE INS OF STRUCTURE -CONTACT
<br />WITH THE 13UI-DING TD PREVENr�WND/RANN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND
<br />LE H=.
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION iS EEOIIRFO To. BE
<br />13. S70M PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OROANG PLUS ANY BUILDING AND ZONING
<br />Piro FROM THE INSIDE OF STRUCRITE.
<br />RE"ATTONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />4. Sf 2000 INSTALLATION IS APPLICABLE TO SINGLE AIA DOUBLE HUNG AND HORIZONTAL SUDERS STYLE WINDOWS WHEN
<br />14- AMU WINDOWS AND DOORS, E - Z STOP PANEL SYSTEM' 15 PATENT PE7iiINRA=
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE
<br />-
<br />S. ALL ALUMINUM E7MJSTCWS TO LE 6063-Te ALLOY AND TEMPUL (LINLESS OTHERWISE NOTED)
<br />15. (a) THIS PRODUCT EVALUATION DOCUMENT ED.) PREPARED BY THIS ENGINEER a GENERIC Ate DOES NOT PROVIDE
<br />INFORMAT04 FOR A SITE SPECIFIC E.CT. i.e- vdiERE THE SITE CONDITIONS DEVIATE FROM 17-E P.E.D.
<br />6. ALL ALUMINUM SHOT METAL USED AT CLOSURES SHALL HAVE 3105-H1+E ALLOY.FOR
<br />HIS FzE SAFETY OF
<br />THE SEILECTION, PURCHASE AND W91ATION Mumm (5) CONTRACTOR
<br />SdRLACiUPAL OUAUIY SINE[.. ASTIN A -B53 GRACE SD Min.. GALVANIZED STEr_C,
<br />7. ALL STEEL SHEER META.. PANELS SHALLERR
<br />THIS PROOUCT� BASED .EA, 'PROVIDED HE/SHE DOES NOT DE.'WT'E FROM THE CONDITIONS DERAILED ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSIBI111'.
<br />LE
<br />DESIGNATION W/Fy. 66.E E®1 (AF`TER ftOIJFD).
<br />8, AL SCREWS TO DE STAINLESS STED•].. 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />(e) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED,
<br />SO01B W/ 50 ImT YCELD STRENGTH AND BO k, TENSti STRENGTH & SHAIi COMPLY w/ F7,DRI)A BUILDING CODE SECTION 2411,3,34.
<br />(d) SITE SPECIIC PROJECTS SHALL BE PC'EPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITUT WHICH WILL
<br />9. BOLTS TO BE ASTIR A-307 (.'ALVANIYED 5ii}i, OR AN3O4 SERIES STAINLESS STEEL. WITH 36 kaN MINIMUM YIELD STRENGTH.
<br />BECOME THE ENGINEER OF RECORD LOA) FOR THE PROJECT AND WHO WALL !.E ALE FOR THE PROPER
<br />USE OF THE PLED. ENGINE OF RECORDACTING AS A DELEGATED EKITNEER TO THE P-M EHC;INEEt, SHALLtO.
<br />ANCHORS TO WALL SHALL. BE AS FOLLOWS:
<br />SUBMIT TO THIS LATTER THE SITE SPEC DRAWINGS FOR REVIEW,
<br />(A) m EJO 1millm bDl ETF''.
<br />(a) THIS P,F..D. SHAT.L MR THE DATE AND ORIGINAL SEAL AND SO4kI`URE OF THE PlOF'ES90M ENGINEER OF
<br />- 1/4'N TAPCC N ANC1iCYRS AS MANWFACTUED BY LT.w. BCILDDC. INC. (MINI f'c- 194 P.s•t•)
<br />RECORD 'THAT PREPARED IT:
<br />- 1/4" N x 7/8" CAL.K-M NNCCDRS, AS MANUFACTURED BY POWERS FASTENERS INC. (MEN. Yo.3000 P,s,i.)
<br />- 114-10 PNE1,Ml5i6 FEMALE m & PAEIMATE PLUS ANCHORS. As M,NuFAcrwm BY am cmwitUCf1ON PRODUCTS,
<br />16, STORM PANEL WINUFACTIAtM LIABLE SHALL BE LOCATED ON A READILY VISIBLE UXAT)ON AT STORM PANEL IN
<br />ACCORON40E YATt'1 SECTION 1/10.&3 OF FLORIDA SJNUDVNO CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(f-a=335O CLAN.) -
<br />CABt=L.NG TO �i1PLY YMH SEC:TNON 171r1,R.2 OF THE FLORIDA BCEELD9RN3 CODE.
<br />- A.1) MINIMUM EMBEDMENT OF 1•APCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE
<br />FEMALE ID & PAEUdATE PLUS.
<br />''...
<br />- A2) MINIMUM EMBEDMENT OF 1/4"0, X 7/8' CALK -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE, NO F.MBEOMEINT INTO
<br />ANY FINISH MATERM* SHALL BE PERAIRTEEI,
<br />1/4" d-20 SS SIDEWALK BCN.T^a USED SHALL BE LONG EWOUGH(SHODU) ANY FINISH MOVERVL DO'M TO ENGAGE 3/4"
<br />.
<br />INTO ANCHORS.
<br />A,3) IN CASE THAT PRECAST STD PRECAST CONCRETE PANELS. CBI PAYERS BE FOUND CAN THE EXSTIKI WAIL M
<br />FLOOR, ANCHORS SHALL LE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL ,
<br />BE AS MENHNED IN 0,1) AND IN K2).
<br />(B} T70 EXISTING I mmn BLOM WAIL
<br />fLN7RJDA $UACDANG CGIV6 (9* V4N7acA A#s7rrlsons .LoN.•
<br />-. BY L•Lw. MANX. INC. -
<br />1/4' 4' TAPCCNN ANCHORS AS ANAIAIFAC'il�$Xi
<br />X 7/tr CALTCE ANCHORS. MANUFACTURED BY POWERS FASTENERS TIC. (i'm-1500 P.e.L)
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<br />-- 7/4-10 - TE PLUS ANCHORS, AS MANUFACTURED' BY ELCO OW
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<br />PRODUCTS (N`1'ri=2071 p,a.E.}
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<br />SHEET NO.
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<br />1.3.
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