|
_.. .----------ANCHORS (SEE SECTIONS ON SHEETS 17, t4 1B t 20)---.__.._._...._ ....._-_--
<br />s• IAAk. IMA7. WIT. 0//R xB/17, 4A/17. BB/te, r MA%�
<br />11 MN. �YN/E,% TAM/,9 t Mw/D tr9/is. 7M. 9 t
<br />- - = 'r
<br />0 0
<br />T--
<br />I `,, T� �
<br />� i I 1 '
<br />DIi
<br />y-HJj.1-71.I• ILL ' _ A PANEL wIK. lE"°T"
<br />IT
<br />'�."�#``•�� ..., - {----� --- - ---y SEECHEDUEE)
<br />i Nql , Il
<br />I
<br />T I TT V
<br />3- MAX. 34/17, WIL a/I7. 41V17, 6B/19.14P]-
<br />It• MN. •S'/lb YANllrp9 t BASIN NW19. 7er/t9 t M/ED i.
<br />ANCHORS (SEE SECTIONS ON 9[ETS 17. Ilk T9 At 20)... ...---- --.. ------ -
<br />OPTION J2 FOR LIFE SAFETY STORM PANEL_) ELEVATION
<br />SCALE 3/16•-1• 1/4- M•L OM
<br />SECTION A -A
<br />SCALE 3/16•-1-
<br />1
<br />•:N *-li0M oil . l'f_ A L . 1
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />DESIGN PRESSURE
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.e.f.)
<br />(SEE SECTIONS)
<br />ION
<br />+55.0. -72.0
<br />B'-8'
<br />2 3/4"
<br />UNBOLTED
<br />• r O.C.
<br />WOOD
<br />1(IDOI
<br />I
<br />�,
<br />r ev,Mr4loll
<br />' 1• IA-.
<br />�17o ;
<br />WAB9' 0 WiW
<br />cm I
<br />x10
<br />PANa LDI M as SHIFT -1i V M�
<br />(SEE rIGE i KWW) ' PANEL LENGTH
<br />EIOSTNa
<br />oLAs ` le6 rM t
<br />I
<br />.._ _. •c ._ -_ (SE MOTE I WEL MI)
<br />w
<br />i I
<br />�
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<br />, _
<br />I
<br />,
<br />I
<br />oart.
<br />cart.
<br />II,�W.)
<br />i
<br />�: ,•,D
<br />I
<br />1 4-0 TAPIM t r C.C.
<br />`,
<br />N 4•0 TAPCON • r O.G
<br />' I
<br />1 M6HL IIPIfi1Dm_
<br />tHItYe
<br />_...LID _.
<br />�•-
<br />Or PLATE
<br />OF PLATE,Naom
<br />-
<br />WIN-"
<br />A=00 PLATE
<br />Pun
<br />WALL Mo MA
<br />SCALE 31r-l-
<br />SCALE 3/9--1" TII
<br />•'JpEN1
<br />,. IMTAI,IA- Aft ONLY MILD MRW1ALO m MINT A
<br />up To.6eA .a -72.o P1IF aAmMARBLES LLNG1N II W r-r.
<br />�lT
<br />OEM LOADS
<br />ND 4
<br />x. PION NEW WOOD IAMB CONSTRUCTION, MOOD AIRIER TO
<br />PEE NO. 2. W/ SOUP IC DIDOW OF 0.55 ON DaN.
<br />IN SOUTHERN
<br />� * •:
<br />Ik
<br />.•. TAPooI! t
<br />_ _t
<br />, 1 YrOM M W0T14 " _
<br />% i !
<br />HEATH
<br />•
<br />r•�
<br />1 MH. •w• ORE eam1E
<br />PANELi :NOT II OL a Wm 14
<br />(xQ 101E 1 9EN)
<br />r teNMNs
<br />RI OAs
<br />ummu-
<br />ON SORT to
<br />, SS Ali. •
<br />_
<br />' ' I '
<br />WINO IRIT
<br />`
<br />i
<br />11AI'OFE CNA DN'R
<br />' ! MOWDTN OF RATS
<br />--�- I1/4'0-20 X4YL MA W/ - -
<br />T/ewu/3wa MUr _
<br />•WASHER t ,2 I/S• &C.
<br />14'�I 1APOON t r 01C.
<br />1 I �I I//22•` MN. T16WA0m
<br />'SOON N M AWTH
<br />WOOD PLATE L4:;.. PLATE
<br />WALL MANM
<br />SON[ 3/1r-l'
<br />e r O.C.
<br />THRADED
<br />WGCG
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-l")
<br />"'----' -- - _-- - - - le IW A
<br />(EF ECTWE WIi
<br />('� -- _.. - -- .. -- - ,2 sN• T+). -- -- .. __ ..... - ----'+ I - .. 2 250 --•(
<br />1/40
<br />! TY► _ TTF
<br />t \ 2144
<br />CAN2.95 OA.NWTl10 N• N
<br />IN=am �' / 3J4 2.6-
<br />2.O. TW. \ AM -WAS �,I111 2.2M'
<br />7 dam"N MMWIM DEAe.
<br />^L
<br />Q7AL A \ 49.8 aN SAW.
<br />lsalho.
<br />_2.470'
<br />0 STORY PANEL -EVE.---2.470" 4'
<br />�, O2 RRSED 'h' TRACK O3 REVERSED 'U' TRACK
<br />PAWS Do IV
<br />W/ LASSOED COOL. "• } ' - 7N• r2.jp-
<br />tffi'
<br />�4260')
<br />IsONEiRIC VIEW DETAIL A 2.000• 2.000.
<br />ROUNDED COINER 0 ENDS OF PANEL'S I -----)
<br />LEND UP _.-+WLED HEMMED GE ( 7N ) J
<br />N.T.S)--- 00-._
<br />L-2.01-
<br />6 Ma:------- -
<br />© 'J' TRACK ®� © 2'N5'(nw_l ALUM. ANGLE
<br />( 4
<br />6061-T6 AURn. ALLOY
<br />N 7so •O••' (Trw) t' uCEN� lR�
<br />J ? No. 4411i7 FLORIDA WILDING CODE (Mgh Vel"Ify HurIiCOn* zone
<br />OF .4m ILTSO W 20 GAGE OALVANM STEER. STEINS PANEL r'.
<br />L-3• Max.- -j am" W.
<br />O7 3'RL3'(Mum-1 ALUM- ANGLE (1)STOP a SF IYAL'LM � /°
<br />Og1D
<br />t t- LONG INN u .. NM4,, N al. Nwle WAHMP-nw• Rae Ba41010-m 20-176
<br />6063-TB Own. N10Y a , .n_w . s , aaNi .T�•wl
<br />PE. Sa,VSIWAaMVawL �IL�ROI-NONIaA. RUT
<br />- MNRw Nn
<br />TARO" ANC/10RS
<br />POLLED
<br />E mcol O
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPCOM ANCHORS _.. 1(4• TMCON AANCHORS;a' INCOM mom
<br />• r oO.C.r- i r o.a
<br />COICR[I''� I • POURED CONCRETE CNEIi
<br />9LOCIt REGMRm I 1 aacN REOUMEO i am RE'01AI1L0 A\
<br />I LIT.-
<br />i
<br />I
<br />�r a .0 1-r ry W i i I '�� ,• i I 0
<br />VAST No
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<br />lOd(s•SS. MA r/ 1/x'_ ' L i/Pa-70v�a'S.S. Ns. N/
<br />6R]/32 MR,
<br />NUT WASHER T/r at!/]T URN} OR WASHER
<br />ra . 3/32• ww0 NUT 3/1!. W94 , • 12 11r C.C. I (6E1'Ow)
<br />I
<br />WSR t ix ,/x• o.c. ;WASHER (•EVOW 1 1 • _NMW'..l._E(�S.♦' . - /MCON ANCHORS AINTR ANCR
<br />O.0---- i4• I/2• C.C. 1/2- D.C.
<br />ABOEW/L• P
<br />. IOt1/2-WAPC' 00.11
<br />C(SMam W/ STUO)
<br />gown
<br />6R.00Ic I.__ -MIRED
<br />OOil CONCRETE Kam ;.--� BLOCK -._`an CONCRETElumk
<br />WALL RE� 01MSIAl ATM WALL "Up WAUATIOM � Ro 126 ,LAMK WALL_IIO�JM � ADQM
<br />ma
<br />ANIEL
<br />SCALE 3/8--1- SCALE 3/8-.1 . SCALE 3/r.l" WALE 3/r-,"
<br />IRSAID
<br />SHUT 16 t 0 MR maeft tyre t
<br />= I"
<br />-�/,••
<br />away ....
<br />wv
<br />BYIOp PN OWAILATISM Mo em0
<br />r noa WPMW OAI
<br />a
<br />SOME euEx919.
<br />A N " )PESOS MOM me NORM
<br />cm MADE AM ►tg0m am I"
<br />•1wAe1MO �
<br />]
<br />BM W" no LA Lae NO MICKIn all
<br />9OIWFA[ REDUCE AOHOR W%ft F
<br />MIATMLY60 SWCnP 94" am Sam"
<br />Y46NN =m ILL
<br />3
<br />MAYpoic sommingRISK
<br />Of M 1000MO MAIN, FOR TIe
<br />O 1014 O K 000OLL RND1Naa
<br />_ . t. _..--•---
<br />--
<br />SFMNM o9DNm me I*" SHNL war
<br />N I♦7[ THM NPtRA, Smom PRIOwm
<br />MR DOH ANCHOR TM ON T e amm"
<br />I yr -.... ..
<br />r --
<br />-
<br />�M
<br />F,4
<br />•I
<br />MAT
<br />N
<br />WALE 3/r-1'
<br />Imm
<br />,, NRALATIONS ARE I ILLY VA" FOIL SIALOO E WITH AND. 9F' LOADS
<br />LIP TO 455.6, -72.0 PSF AND PAMEL'S LENGTH LP TO 6'-6'.
<br />2. FOR NEW WOOD FRNIE COINSYRUCIlOwwIII WOMM TO K SDV"RN
<br />PINE NO. 2, W/ SPWFC DENSITY OF 0.65 OR EQUAL
<br />A W ► , • P 1 ;
<br />_I �MmtMtW O
<br />FWO�D i fl., - ,•at it011 ATE.
<br />WOOD HEAOEI •1 / �• 1` 1
<br />. _..
<br />"Eclum
<br />_. _....
<br />i
<br />_ 10 wNe
<br />a Wpm IQ
<br />V M.
<br />MAU
<br />PANIC. LENGTH
<br />sEE NOTE , 11EIOW)
<br />,/4•h104,
<br />(SEE NOTE I BELOW)
<br />LS. M. WJ
<br />7/ea a 3/32'-
<br />WWq Art p
<br />I
<br />� H
<br />I
<br />I I
<br />e•
<br />.HUt
<br />0
<br />I I
<br />NUT
<br />REOURED 2•A4• WORD. f_,m, t� ; II 7T NI DA"'I,DD)
<br />1 I
<br />dl
<br />\, L
<br />F1h,0 PANRHAEADEDMATE I
<br />1/4-OC N 1 7
<br />MDSie.
<br />110NAT MIOWDTN OF PLATE .-_ I I •-
<br />WALL MQ
<br />MNIMAN
<br />WPM MANIEL
<br />3pJGENrj/'i
<br />SCALE 3/e--1• FLORIDA
<br />WILgN(i CODE (VIM v
<br />3- MO. 2724 T'/24 gK Nm% 3 an"
<br />OK 1KNEDU ! a aen s) 7 ,• mm.
<br />SOL
<br />/r Bo ore
<br />ti- 121
<br />pl;; PAHOJ MIERDK PANEL)PRFRWR FAW (xNmeeR IW4L1 T,�,y as %'L• DDo '>YT. .. .._. (E1p FMKW r e0 % a•
<br />K6 IDS% x. i 4 SODW { I $B Nm[ 11 1 4 mIUw 4 BELOW
<br />I f I 1 1 1 1• 1� I I III
<br />_ .. _ _ T 4o i
<br />I.
<br />I S. onOW • 1HO,T PANELMAT% (7m)
<br />I"M3SEE N0a Iw N oomcom Acmalk KE II�LaM
<br />I. w. Y RE--,r-1• -I - FATpIA� LpO��gN
<br />1• Mn. PCHmAf WRL7 SN FOR Wa00 SOIEr•-AN,TO NE
<br />ryg�,/r I ,/x•. AT DID BAWLS)
<br />;� 2 ® ^ • ® xK ![CIW14 a sHT xe LLAAsSrf MEAIOR /NdSttt
<br />OR W/ OR e a OPEMNa' tPWI TO IN K PAKmm6T Y/� 1E' • fREAR =LTOALwM K ATr
<br />MN WFffl1S_.2=ROW WC E 10 FACILITATE e6TA3Aild1 0 10 S[ NSAIIED IRON
<br />E-Z HANG STORM(ID mIF MT90M TO IN NSmm FROM HANG STORM PANg SYSTEM
<br />S,KUC7
<br />IDeE . , NEE[ OF 9TKUC U L - THE Aar - ,
<br />t/4• AN, GP l f/.• Hra GAP 1/4' No. eM ,A
<br />4• Ira W
<br />on
<br />SECTION A -A SECTION B-B XTL'g"o MEMIa�i `TD"
<br />POWL 3/A' - ,• SCALE VW - t-
<br />(,). DlTINr,DN er ales te6a: E �- Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />AL^'' BOTTOM
<br />N TOP A, � TE PLUS OR Ir LONG
<br />(1). DFITNITDHL OF E - Z TAN, STOOL PANEL SYSTEM coNslsnNc OF PANEL + (2). ENO PANELS SHALL ALWAYS K CO/NECR'HD 70 SILL WALL w1' MEANS OF
<br />Cant T,bIC16 TOP • OOTTOM. PAKELMATES OR IF USED Y w/ Is UX1GEpg�JNNTORApL AT BOT10M. END PANELS
<br />(2). PANELS SHALL ALWAYS
<br />AT K CONNECTED ro BORON TRACK OTHERWISE A STOP uR SELL K CONNECTED TO�w/ f 4Y-20N3/4'Y.S W/ 7/ILP' A3/3Y
<br />1114L1 K PROVIDED AT 10P Di SEEN PANELS. W" Ruly on
<br />/ 2�7 M(n. VIREO C3)(ELCIPT
<br />(3). IF dD ARE0110Y TRACK. lOTM1ECWN SHALL CONSIST OF oescmKD ON t / 6- ]() T AR
<br />1/4.6-20N} 4• Ms. COmow/ 7/ 7T/QJ2 I= NU( qE t/s^AaS/4• Him T1+I�Y�EW NONE (�
<br />IRO T BOT1At
<br />CM t/b[ LOGiON OF FASTDIERS WT BE AT EITHER OF I= (3)��ON BUT EW PANELS ARE NOT C40 INCH END PANELS ARE COIRELTLD TO/BOTTOM Ir TRACK.XSTOP BW
<br />EXTERIOR FIAT FLANGES Of END PANEL �@J SNNL K PROVIDED AT TOP OF SEGO PNELf.
<br />(A). N CASE THAT END OPAIAp,N,ELS ARE N1OTTgCONNECTED TO BOTTOM6 ONLY CONTUCK (IA. A STOP BAR (4)TTOM TRACK, FDA NSTAU/1T011$ WHEN ENp PANELS AFRF SOME IOEIIOR PAILS ME DIRECTLY
<br />LONG SPECS ANWCA'TN21 A011 1101E (3) ANISES N SUCH G$E, CONNECTONt or PANELS M0URE0 To ExISING S%L WML MEANS a PANEAATIE ONE NRAOR MASHES
<br />TO BOSOM TRACK MItY OCCUR A7 AM PANEL LOCATION ;X. PMAY BE �YF�O,I,,,O 3 ACT W I TWOK
<br />(5). SEE SECTION t', ]' t 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON STEER 25. WAHIIINII,, HOT NEED TO K CONNECTED THISTO (2?'t"B'F � NEN1S. TRACK YT)HNLL V.A.MSTAl
<br />TT.A A: T',a,-c/j • THEM O�RfiJIF4 RETAINED BY ADJACENT PANELS �.TRE tD"r t ROM SLOE ai PATIQ) HAVE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />,[4 TAPCON NHRItIKB , . TA/CON N 04M
<br />_.I O.C.
<br />Olt COMMIT OR
<br />IWOURID) Al
<br />11/4. I \ I ,/4.
<br />E.D.• I 7 � ! ed• :. i ! T - T
<br />I \
<br />� pl
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<br />I I ;
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<br />_._.T/61 P 3/3r WNG NUT 0*0
<br />P�Op��IIgpD
<br />REO
<br />.. DLO WET'O't" EtEeLOOA
<br />AMEL
<br />WALE 3/r-l'
<br />ea set) ,/ • >o FORAIOHwRt Tag •
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<br />Immilm"204MLU IN L.o. am THMw H,ArAILo N
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<br />MATH SPAORW m N POM.aRE
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<br />WY THE /410 WE SIC" IM S0
<br />RmIRm_----
<br />RI K Ao"
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<br />0000 O FA
<br />IS I= Tom m m FACTOR SHILL NOT
<br />walmn
<br />IOR ERGO ANCIRaR TYPE OM 1Hae SCNOA[
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<br />I ': /14-Era PlIR6AAIC PLUS w/
<br />....._9E+oND,n A 3/32• WING uur
<br />ttvliiDt
<br />;
<br />CONCRETE
<br />--an = CONCRETE STOCK
<br />REWIRED
<br />I
<br />MA.. SCALE 3/r-t'
<br />FLONIDA
<br />N
<br />N
<br />Ca
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<br />nskS.0 tIa1E1i tE6L - NANEE .t7rtBeM a.�Wreu
<br />1. E-3 HANG STORM PANEL SHOWN ON INS PRODUCT EVAUATON DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COMPLIANCE N B./) MINIMUM EMBEDMENT OF TAPCON MINORS AND PANEIMATE rEMµE D t PAREJMOE PLUS INTO COl4CRETE
<br />ACCORDANCE WITH THE 2020 (7Wl EDITION) OF THE FLORIDA BUILDING CODE. BLACK SHALL BE 1 //4•.
<br />DESIGN WOO LOADS SHALL BE DETERIQ[D AS PER SECTION 1620 0E THE ABOVE MENIMED CODE. e.2) U M UM EMIML M OF 114*0 % 7/11' CAUL-N ANCHORS SHALL K S 7/r INTO CONCRETE.
<br />FOR A WIID 7PEED AS R[OtINED eY 71E JURISDICTION WHERE THESE SHUTTEM WILL K NSTALLT AND NO EMBI MEM MO AM FINISH MATERIAL SHALL K PERMITTED.
<br />FOR A OIRECTIONNII'Y FACTOR Ke.0.e6. U9P10 ABLE 7-16 AND SHALL L MIOT E%CEED 1HIE W1kWUM (AS.D.)
<br />1/V 6-20 SS SDEWAX BOLTS USED SHALL K LANE. ENDUCH(SHOULD ANY FLASH MATERIAL OUT) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26. ENGAGE 3/4' INTO ANCHORS.
<br />N DOTER TO VERFY THE ASCAE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE MST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULI;PLY04 THEM gY 0.6 IN EWER TO BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS SEE FOUND ON THE OWING WALL
<br />ro COMPARE THESE w/ MAIL (A.SA) DESIGN PRESSURE RATeIDS INDICATED ON SHEETS 25 At 2S. ANCHORS SHALL BE LAND ENOUGH 70 REACH THE MAN STRUCTURE DEMND ARCM PANGS. ANCHORAGE
<br />SHALL K AS MENTIONED N 9.1) AND N e.2).
<br />VERIFY THAT COMPONENTS AILS UNCROSS ON TITS P.E.D. TESTED WERE NOT OVER STRESSED, INCRFLIL9E
<br />N ORDERALLOW
<br />A JIMSEEN
<br />L STRESS K,
<br />N ALLOWABLE T7RLSS FOR WIND LOADS WAS ILL USED N TIES ANALYSIS. iASTElEl15 SPACING ro wGOO HIAS BECII
<br />LOADS SI
<br />DETERMINED N ACCORDANCE WITH N.0.5. 2D1S. (C) A� Ate. BE 66TAUFD FOLLOWNG ALL OF THE RECOM ID"I'ONS AND SPECIFrATOMS OF THE ANCHORS
<br />STORM PANELS A"AACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, I IT SWILL BE 11E REBPONSIBRJt1' OF iNE C0111RACIORI ro STRUCTUREERIFY THE SOUNIDNESS OI THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-201 R TO KTACHEp ATTO UNSURE PROPER ANCi1ORAQE. TITS SHUTTER STALL ONLY K ATTACHED TO CONCRETE BLOCK
<br />2. THIS SYSTEM HAS BEEN OESIpNED TO K INSTATED ON THE OUTSIDE Of THE OPEWID ACCESSIq THE OPENING FROM THE OR WOW FRAME NIILDIlJG4.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN NSTAUATON 5 MENDED TO OE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/GWUL ALL SHIJI ER COMPONENT CODES WHICH REMAIN N CON wuGus
<br />FROM THE INSIDE OF STRUCTURE
<br />CONTACT WITH 7HE BUILD" TO PREVENT WIND/RAIN NTRUSON. CANE AND SEA OWrER TRACKS ALL AROUND FULL
<br />G
<br />3, SERIES 1000 INSTALLATION 11 MRJCABLE TO SNORE AND DWBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUI ED TO BE
<br />-D
<br />PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL. INSTALLATION SWILL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING
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<br />4. SERIES 2000 NSTALLATON S APPLICABLE TO SNGUE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
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<br />OWALATIOH B OCCUPIED 70 BE PERFORMED FROM THE 04M OF STIW/CIUME. 14. ATRIUM WINDOWS N40 DOORS, NC. E - Z HANG STORM PANEL SYSTEM` IS PIOBR POW&
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<br />S. ALL NANO" E%TRUSCMS TO BE 6063-TS AHOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRDOLICT EVALUATOR DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROADE
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<br />NFORMATON FOR A SITE SPECIFIC PROJECT: L.. HERE THE SITE CONDITIONS DEVOTE FROM THIS P.E.O.
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<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES STALL HAVE 3103-Ht4 ALLAY.
<br />(a) CXKNTAACTOR TO K RE6PONSSLE FOR THE SELECDON, PURCHASE AND ILSTALLA110N MUD04 LIFE SAFETY OF
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<br />7. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCRAN. DUAL" 97100, ASTM A-03 GRADE 50 MN,., GAVAH LUO STEEL 714 PRODUCT BASED ON THIS PLO, PROVIDED HE/SHE GOES NOT DEVAATE FROM THE CONDITIONS OEIALED ON
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<br />DESIGNATION w/Fy- 56.5 Ali CUM CAROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT IRE S THE CONTRACYWS RESPONSIBILITY.
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<br />a ALL SCREWS TO BE STAMM STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (a) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED 81fte IF MOONED.
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<br />3O01S W/ 50 IN YIELD STRENGTH AND 90 NA TENSILE STRENGTH At STALL COMPLY W/ FLORIDA MA JONG LODE SECTION 2411J.3.4.
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<br />(6) SITE SPECIFIC PROJECTS SWILL K PREPARED BY A FLORIDA RE061EIED ENONIEEN OR MCMRCT WHICH WILL
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<br />9. BOLTS TO K ASTM A-307 GALVANIZED SHELL OR ASI 3D4 SERIES STAINLESS STEEL WRAF 36 W MINIMUM YIELD STRENGTH. BECOME THE ENONEER OF RECORD (E.O.10 FOR THE PROJECT LAID WHO WILL SE OESPONI M FOR THEUK OF Plb. ENGINEER OF ACTING AS A
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<br />10. ANCHORS TO WALL SWILL K AS FOLLOWS: SUBMIT To INS LASITE SUM DRAWN"
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<br />(A) To pagam Pomn cowarm,
<br />(a) TITS P.E.D. SHALL BEAR THE DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSONAL VONEER Or
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<br />- 1/4-0 TAPCON ANCHORS AS HAAIFACTURED BY I.T.W. SULDEX. W. (MN. re-3192 P.a-I.) RECORD THAT PREPARED R
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<br />- 1/4. 6 k 7/9• COAX -IN ANCHOR& AS MANUFACTURED SIT OEWALT INC. (MIN, ra-3000 PA.;.) 16. STORM MANTLE YAMUil1CTREIR'S LABEL SHALL K LOCATED ON A READILY VIABLE LOCATION AT STORM PANEL N
<br />- %14-10 PAIELMATE FEMALE ID t PANLLIAIT PLUS ANCHORS. AS 1MIIIlFAIC111RED BY ELCO CONSTRUCTION PRODUCT6.ACCORDANCE-
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<br />SECTION 17099,3 OF FLORIDA BUILDNO CODE. ONE LABEL SHALL BE PLACED FOR EVERY GPEHO4.
<br />(rc-3760 PAJ.) L48MM TO COMPLY WIN SECTION t709.9.2 OF THE FLORIDA SLALOM CODE.
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<br />A,) MIMIUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE MALL K t 3/4' AND 2' FOR PANEWATE
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<br />FEMLL IDt PNNEUMTE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/00 k 7/5" CALK -IN ANCHORS SHALL K IS 7/6• INTO CONCRETE. NO EMKOWNT INTO
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<br />1/4 0-200 SSS. SIDEWALK BOLTS USED SHALL BE ENOLIOM(SH FINISH
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<br />A3) N CASE THAT PRECAST STRIFE, PRECAST CONCRETE PANEIi, OR PAVEIIS K FWND ON THE E1aST1NG IIAIl OR "t
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