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INTOEXIISSTINCG POUREQ CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />--- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 79 &
<br />FDA
<br />OPTION 2 FOR LIFE EMU ELEVATION
<br />SCALE 3/18•-1•
<br />-T
<br />-
<br />SAF:TY
<br />PrNEs. IWO
<br />3/32` WHO ,aUi
<br />12 1/2 O.C.
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<br />TAPCON ANCHORS
<br />-F(STAGGERED
<br />4 1/2" 0
<br />W/ STUD)
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.s.C)
<br />L (ft.)
<br />(SEE SECiIONS)
<br />TO GLASS
<br />CWJQ€T10N
<br />+55.0, -72A
<br />6'-B"
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION QUAILS FOR OPTION J2 FDR UEE AEM STORM PANEL SYSTEM
<br />INTO ,EXISTNGG y Q D�$T�.U, T TIES
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<br />-u_.__-214'Nm PLATE L
<br />2R FLUE
<br />WALL MOUNTING INSTALLATION
<br />AL
<br />SCALE 3/8•:1" SCALE.
<br />1. IWALLAMAIS ARE ONLY VALE FOR BHALDICIS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -MO PSF AKA% PANELS U I NGTH UP 70 W-87.
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<br />No-
<br />2. FUN NEW WOOD FRAME TAN: WOW MEMBERS TD BE So"HERN
<br />PINE NO. 2, W/ SPECIFIC DENS" OF 0.85 OR EQUAL
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<br />CODE
<br />G Ydj�l ir+•"�
<br />V/ ( GLASS
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<br />Y32• WINO NUT LI
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<br />MOUNTING 1
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<br />SCALE 3/8`-1°
<br />FLORR)A BUILDING CODE
<br />OCdC,
<br />HIVEI D
<br />Y S. W/
<br />NUT
<br />COMPOENTS FOR SERIES 2000 & 19� E Z HANG MORM PANELS
<br />(SCALE 1/2-=1'�
<br />-- --'-" -- ,5.198• ROTA) Wi1TTHL --__ _� 1--2.230• I�-�2.59,- 4r,.
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<br />..-----_--17500• (EFFECTIVE WIGM--- - -•-I ) 2250•
<br />^`.--1.3s0' 1/4• -,. r--,.330 \.300• � I
<br />LOTS' 2SW LOTS'
<br />TM
<br />/�/ I •- '� * 0.038• MN, THICK HEMMED-,:}'" 390°• 2.244' 2.56r
<br />2857\
<br />1 /
<br />iiOGE Y15
<br />*AU`MIZED STEEL2.ORO0' 2.21W
<br />.2 s, N TYP. AM MB5.7 rs I ..
<br />.� •- ORAOE 50 McIWM DETAIL 6J + + i 1 1
<br />EDGE, ' 0-8D C&V, -r - y- +
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<br />ISOMETRIC ViEW DETAIL A 20W �a 2ao0
<br />ROUNDED CORNER O ENDS OF PANEL'S i
<br />i 125'
<br />END LIP W/ HEMMED EDGE. 750"
<br />I 35D'
<br />._ ,..._....5' Max: _.._..._.
<br />WJ- TRACK EA� '6 2"'xS•(Malx.) ALUM, ANGLE
<br />1 4 WIDE
<br />�i-•-_725' 6061-76 Hum. ALLOY
<br />s ^ LF
<br />750' .Dss' RnJ ,�. LjCnEM��. •l�
<br />N0. 44167 - FLORIDA BUILDING CODE Hi h VelocityNUT no Zone
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<br />S i 4 7APCON ANCHORS ; 4" TAPCON ANCHORS I i. 1/4•.TAPG0N
<br />`� 4 T/2' D.G 4 1/2. O.C. " CHOIRS
<br />(STAGGERED W/ STUQ) O 4 ,/2' O.G
<br />L I.RED CONCRETE ____.POt1tEED CONCRETE ppUREO CONCRETE
<br />Wt CONCRETE BLOCK OR CONCRETE BLOCKREQUIRED REOLfIRSID OR CONCRETE BLOCK
<br />► 1t i:(Z{� Nj�jJ {i INSTALLATION ATION WALL iAdllPITiNEd INSTAL�j10N WALL MQUNTll�1 D ATION
<br />SECTION 32 SECTION 4A
<br />O Li- SAFETY PANEL 0 REGULAR PANEL O LIFE PANEL
<br />SCALE 3/9•-1- SCALE 3/8'-1" SCALE 3/8--1"
<br />SEE le k 20 FOR ANCHORS k
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<br />W OO
<br />FOR BNSLYAATpNS et,0 WOW
<br />RIS F
<br />NM. NOagK BPAWK Oa
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<br />FRIME
<br />FM1E BUE.OND
<br />EDGE IN TANNER E 9c0ax AND 1BUMW
<br />Tit ARE TI ,ras
<br />`tmwaln�l co o OK).
<br />3
<br />FOR LW I
<br />SCICNAE REC TA. ILTHS TFtMN LNG BF7! ON
<br />SCHEDULE
<br />SOHEOUtE RFDUOE GANCIMS!" SPACING 8Y
<br />IN KNOWN SartDiHE
<br />ia,[swJ WnA.M saex OIEj
<br />a
<br />AORTA. E1 a�GtM3
<br />ACNIt
<br />FOR
<br />9+• THE FOLLOWING FACTORS FOR 7tIW
<br />Ill OL OWINGF
<br />rWEiOt lx POSSIBLE. TOR SMA
<br />/2
<br />y4
<br />0 1
<br />BE I THAN 1NNAT P S N TI INCGTEb
<br />TIM I 115e16 FACTOR SMALL , FOR
<br />FOR FApR ANC9wR1YAE ON TY6q SCHEDULE
<br />1NSTAi��,,/ MN
<br />DETAILS FOR OPTION
<br />INTO EXiSjING
<br />2_ QR LIEF SAFETY STOR�+1 EMEL SYSTEM
<br />WND $TRUCTURES
<br />I s
<br />1 4.11 TAPCDN 0 8" O.C..
<br />'MIN.
<br />1 4'e TAPOON O 6' D.C.
<br />1
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<br />I F J2 TWROEADED
<br />iRATKNI' AT YNfIOD
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<br />AT WOOD
<br />HEADER
<br />HEADER
<br />{
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<br />1/4.
<br />W I tJY , M/
<br />f 2 �'
<br />I
<br />WOOD HEADER 2• `: i -`_�
<br />WOOD HEADER
<br />REQUIRED
<br />N"
<br />i
<br />tt
<br />REQUIRED`
<br />lY
<br />MAL SVIARM0N
<br />TD CUM
<br />-(aEE Sa.E
<br />EXISTING ON Ow 10)
<br />S CLASS
<br />EL '
<br />PNt0. LENGTH - /Hr- PANEL �LENuRH
<br />IX1511NG CIA 15)
<br />1 (SEE NOTE 1
<br />MOW) ,/4'h$WrT' f (SEE NOTE 1 BELOW)
<br />+y�.
<br />r 1
<br />r i
<br />I 1
<br />9 I
<br />o
<br />�.
<br />REQUIRED
<br />{y1. 1
<br />j I
<br />167,/8Y x 3/32; WING NUT
<br />WASHER O 8 /4 O.C.
<br />2•x4• WpOG r �! i7/8•e x 3/32' YANG NUT
<br />NEED ` WASHER O (BEYOND)
<br />(fiM10 PANfIJAATE P�5
<br />O 6 ,/4' O.C. W%I N/a -
<br />t [ i %.'j
<br />IS t ". 'S
<br />1 _
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<br />#14-10 AMMMATE Pam,,_,
<br />O 6 1/4. O.C. W 1 7/8' -, t
<br />MN. 'iHRRJ1ED Pk-NEIR1010MI
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<br />I
<br />MIN. THREADED P ON
<br />AT MIDWLDitN QF PRATE
<br />: j
<br />AT MMAIDTH DF' PLATE ,� j j n•I .,,.
<br />WALL_
<br />MQU�NG HIMALLOON
<br />"w
<br />AAVA AN TI(NNA�A,� AUPW
<br />liff
<br />REGULAR PANELI'4,R
<br />i/j•-'°VA,. O LL PANEL
<br />••✓,P
<br />SCALE 3/B'-T"
<br />y1i '4"' �yld SCALE 3/B'-,"
<br />S�'•\� FIflR€QA BUILDING CODE HI h VelocityNurricone
<br />Zone
<br />5 I IQ 44167 ; s0 TMT Nr 20 GAGE GALVANIZED STEEL STEAM PANEL
<br />F.P.
<br />t. NSTTALLAT06 A� ONLY VALE FOR BUILDINGS What A.S.D. DES" LOADS
<br />UP To +555 -72.0 P5F AND PANELS LENGTH R TD B'-B.
<br />^ *;. �. t'-\ .TIT L Q� _.. ��
<br />i o•, ATE GLOBAL PROTECTION PRODUCTS, LLC.
<br />! • I L E C O
<br />ONION BY:
<br />1cmJ
<br />2. FOR WW WOOD FUME CO S'T UCTION; WOOD MEMBERS TO BE SOUTHERN
<br />'Q •• AMC. 4e00 S.W. 51 STREET
<br />Fi fl•<``'•
<br />PINE NM 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />- - - - -
<br />e k ANY wv4 FL 73a,4
<br />i rSi ' - P R.a al .! n, r sa ww mwcq n a1N A.0 (n Keet_7w, Ff (93a)oo_V T
<br />•$AAA S TC.. 4 P.w : P0} 4r-WA . � e Sim
<br />20-176
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<br />tWi7 A a 20
<br />Moll
<br />3'/E4 3 (SSE "M 2 N'Low)
<br />1./241► 4'/24* (4�W/ OR Wfa LJ• (SEE NOTE 2 BELON
<br />1 Ih TILL hill
<br />E1
<br />46 2 10
<br />SEA I SEE 9E nM' � 9'-EE-t 26 -_. t- Me,
<br />T• k4n IIM4 S V OR O w/ °R W/a@$ -
<br />• LASE PANEL 70 BE INSTALLED AT FAON
<br />OPENING ALWAYS BE PROVIDED WJJ
<br />REAR HANDLE To FACILITATE NSTAUATON
<br />IF INTENDED TO BE BNS'FAUED FROM
<br />INSIDE OF STRUCTURE.
<br />9DML aiaY . t• a,aGE aJa2• - i-
<br />�i/4' MAx CAP � 1/4' Mar. CAP ,/4' Mev. rw _ 1/`• ICU:. GAP> '
<br />T DaQw/oRw/a�.� 1
<br />2 TEIIMIE LOCA7XSN _
<br />SEOQN (I -IL SECTLON f#-B �i'EHB rusts)
<br />(T). DEFINITION OF SERIES IOOO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />.NOSES.' rAi BOTTOM TRACKS AT PANELMfrTES. TE PLUS OR 15" LONG
<br />(,). DEFlN " OF c^I^-,� E5,_°tk30: E e 3 NANO STORM pANEt. SYSTEM CONSISTING OF PANEL + (2). END PANELS SHILL ALWAYS BE CONNECIFY� TO € BILL WALL BY MEANS OF
<br />Cost. TRUCKS
<br />TOP & 13CHFTtM1. PANELMATES OR, E USED NTLY W f5 1,DNG TRACK AT BOTTOM, END PANELS
<br />(2). PANELS SNAIL ALWAYS BE CaNNECTEI7 T7) BOTTOM TRACK OMERWHSE A STOP BAR S<UI.I. CONNECTED TO� 1/f4M-2tlx3 4 S. W 7
<br />°SHAL BE PROVIDED AT TOP OF SUCH PANELS, r..1 ///3�2'
<br />WING NUT OR i/4"MaaDx3 Mn. tKRC) TAP ED 2 CaEPT A5
<br />(3), tP END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON HATE (9)
<br />T/20z3/4' tA.3. W// 7/B"AM3�JIS2' WIM NUT 0R f 4"du3/4' Mh. THUMBSCREW 3 FOR CASES WHEN END PANELS ARE USE JONTLY Wf 15" F.ONO Q AT
<br />NTO TMIH:D BOTTOM TRACK. LOCATON OF FASTENERS BE AT ETHER TWO ()' ITEM BUT EFT) PANELS ARE NOT C0NI4ECTE0 FO �TTOMf TRAt3( A STOP HAIR
<br />EXTERIOR FLIT FLANGES 4F RAID PANEL SHALL BE PROVIDED AT TOP OF SNXSH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0.0. A STOP BAR (4). FOR NSTAINOONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />IS ONLY USED AT TOP)) AT LEAST TWO PAtEi.S SWIll. CONNECTED TO �T7OA TRACK MOUNTED 70 EXISaKX'. SILL WALL MFAA3S OF PAtdEItJA7E5, ONE NIETDOR PAN0.
<br />USING SPECS INDHCA'Eb ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINRY W/ i'RAEIL AT 80Tf0M ATTACNRIN7 BpTtOM TRACK TO WALL
<br />TO BOTTOM TRACK MM OCCUR AT ANY PANEL L0CAT7(WN. W TWO PANELMA7E3 FOLLOWING $HI M ON ELEVAn* AND WJ 3 1 2•
<br />(5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Mn. EDGE DISTANCE. FOR TANS CAS Dt1ERHOR PApFt USED Y WJ (l��J� a
<br />R NL (#N T' SUCH TTHOTO BE HAO AT ADJACENT
<br />APS ENTR �P (1%. P2Je LEFT a RIGHTMY, MEV45 2 SHmI P EL) STALLED
<br />INSTALLATION DETAILS
<br />INTO EXISTING
<br />T 4• TAPCON ANCHORS
<br />EQR
<br />POURED
<br />OPTION 92 FOR LIFE SAFETY STORM PANEL
<br />CONCRETE OR GONCRETE BLOCK STRUCTURES
<br />4- TO.C. ANCHORS
<br />SYSTEM
<br />IO 9 O.C.
<br />j O 9• O.C.
<br />POURED
<br />1``
<br />ROUCONOREDt BLOCK] i
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<br />/14-10's PAMEIMASI FLUB: W/
<br />%18'4 1/32" I'm NUT WXER
<br />i I $14-10"A PANELNATE PLUS W/
<br />'s
<br />x
<br />I O e 1/4' O.C.
<br />x 3/32" Wtt40 NUT WASHER
<br />(BEYONO)
<br />sPETE
<br />.._.
<br />E BLOCK
<br />tKWETE BLOOK
<br />Ir,
<br />REQIRED
<br />WALL MOUNTING INSTALLATION
<br />REQUIRED
<br />WALLMIUMIA A i eT1ON
<br />SECTION SA
<br />Q REGULAR PANEL
<br />SCALE 3/6--1"
<br />N
<br />O LYE S(PANEL
<br />SCARE 3/8'.1°
<br />CEP a'r� '"y1
<br />lJ�y
<br />?�' �1C ENSF
<br />_ No. 44167 "__
<br />FLORIDA
<br />BUILDING CODE HI h VelocityHUrticone Zone
<br />STATE 94= T43= Ne
<br />z 4•. ZT
<br />'•. . ZORI
<br />flFS
<br />20 GAGE GALVANIZED STEEL STORM PANEL DRAWN a'.
<br />GLOBAL PROTECTION PRODUCTS, °7Jsorsuo
<br />,`'a OVAL � ANC'
<br />2
<br />LLC.
<br />41100 -%A S, SIM WE.
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<br />P.E KV./SONATIMAINTE G1•-WDe718
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<br />-
<br />sNm I Ie 0r 21
<br />ANttw05 TYPE k
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<br />GENERAL NOTES: VALID E-Z HANG STORM PANEL 3Y5T1:A1
<br />I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE t0 & PAN€XUATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE ZD20 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHAL BE 1 1/4".
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. B.2) MINIMUM EMBEDMENT OF 1/4-0 X 1/8' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL SE INSTALLED AF/0 NO EMBEDMENT IWO ANY FINISH MATERIAL SHALL BE PERMUTED.
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<br />FOR. A DI2ECTYO€NAIJTY FACTOR Kd-0.85. USING ASCE 7-10 AND SHALL N07 EXCEED THE MAXIMUM (A;5.0,) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FNISH MATERIAL Dam TO
<br />DESIGN PRESSURERATINGS INDICATED ON SHEETS 5 & ND TIED SETS 2 26. ENGAGE 3 !' INTO ANCHORS.
<br />IN OWNER TO VERIFY THE ABOVE CQHDTaON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-18
<br />SHALL. BE FIRST REWCED TO A.&O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO 0.3) IN CASE THAT PRECAST STONE, SR'G PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.
<br />TO COMPARE TRESS W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 28. ANCHORS SHALL BE LONE". ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORACE
<br />SHALL BE AS MENTIONED IN 8.t) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON IRS PEA. AS TESTED WERE N07 OVER STRESSED, A MX INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED N ACCORDANCE WITH NLD S. 2C15. (C) ANCHORS SHALL BE RSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-201, it. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE, BLOCK
<br />2. TK1S SYSTEM HAS BEEN DESIGNED TO RE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME 13UI.DIFS.
<br />IN510E W/0 THE USE OF A LADDER DR LIFT. THLS APPLICATIaN IS YAUD WHEN INSTALLATION 5 IFRENOETO r0 f# PERFORMED 12. THE INSTAUATION CONTRACTOR is 'f0 SEAL/CAULK N.L SHIRTIER COMPONENT t7JGES WHICH RFHWN iN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WAND/€DIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SERIES 1000 INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAE.LAT�N IS It{OLfIiFD 70 BE '
<br />PERFORMED FROM THE INSIDE of STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION S APPLICABLE iT) SINGLE. AND DOUBLE HUNG AND HORIZONTAL SLIDE7ts STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM"• LS PATE7€F PE€AO1D.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE SM-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (c) THIS PRODUCT EVAU AIMN DOCUMENT (PE.D.) PREPARED SY THIS ENGINEER IS CENTRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC ECTi i.e. WHERE THE SITE CONDIT10N5 DEVIATE FROM THE P.E.D.
<br />8. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(b) CONTRACTOR TO K' RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7: ALL S1M SHEET METAL PANELS. SHALL PAVE STRUCTURAL OUAM STEEL. ASTM A-653 GRADE 50 Min., GALVANIZED STEEL TH45 PRODUCT BASED ON THIS P.E.O- PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONIIOTIM DETAILED ON
<br />DESIGNATION W/Fy- 58.5 KW (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIMM,
<br />& ALL SCREWS TO BE STAINLESS STEEL OR 316 AS{ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c} THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOOMED.
<br />50018 W/ 50 Lai YIELD STRENGTH AND 90 Kei TENSILE STRV40TH & SHALL COMPLY W/ FLORID BUILDING CODE SECTION 2411.3.3.4
<br />d SITE SPECIFIC PROJECTS BE f) PRDJE sr+Asl. PREPARED BY a FLORIDA G RE ISIENHO ENGINEER CUP ARCHITECT WHICH WILL
<br />S. DOLTS f0 BE AST,d A-347 GALVANIZED SFEEI., OR AM 304 SERIES STAINLESS STEEL. WITH 38 As) MINIMUM YIELD STRENGTH. BECOME THE OF RECORD (EO-R.) FOR THE PROJECT AND WHO WILL RESPONSIBLE FOR RIPE PROPER
<br />X,D.FER
<br />USE OF THE PE.O. ORD, ACTING AS A DELEGATED RNCHNtEER N THE P.E.D: ENGINEER, SHALL
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<br />10, ANCHORS TO WALL SHILL BE AS FOLLOWS: SUlOLR TO TNt5 LATTER THE 511E SPECIFIC pRAN7N05 FOR REVIEW.
<br />(A) EXIT! ST!14. POURED CD*Y"eM'
<br />(a) TARS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEA. AND SK'NATIIRE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4"e TAPCON ANCHORS AS MANUFACTURED BY LT.W. EIIALDEX, INC. (MIN. Fc-3192 P.a.1.) RECORD THAT PREPARED IT.
<br />- 1/4• e X 7/8" CALK -IN ANCHORS. AS MARUFACTURE0 BY DEWALT INC. (MIN. V-3000 Rti.) 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- #14-10 PANELMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9-3 OF FlDR10A BUILDING OWE, ONE LABEL SHWA. BE PLACED FOR EVERY OPENING.
<br />(f'c-3350
<br />p.s.i,) LABELING To COMPLY WITH SECTIONI 1708.9.2 OF THE FLORIDA BUILDING CODE,
<br />Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE
<br />FEMALE W & PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4-e X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8• INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH M47ERML SHALL BE PERMITTED.
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<br />SIDEWALK SOLIS USED SHALL BE LONC ENOUGH(SK OULD ANY FINISH NATEPoA. EXIST) TO ENGAGE 3/4•INTO
<br />ANCHORS. NIINIINMAN
<br />A3) IN CASE THAT PRECAST SPOKE PRECAST CONCRETE PANELS, PAVERS BE FOUND ON THE A WAIT. �'
<br />•y�CENs
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<br />RODS. ANCHORS SHALL BE LILT ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PAHN0.5. ANCHORAGE SHALL "�
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<br />No. 44167
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