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k1141 INLI a,1
<br />GENERAL
<br />6.3) IN CASE THAT PRECAST STOW OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />.om am SD aa9a DeL1riN� sl»- N,NCH_W'1
<br />DOSITNG WMJ_ ANCHORS SNAL BE LONG ENOUGH TO REACH THE 1eWM STRUCTURE 804KO SUCH PANELS..
<br />1. STORM PALS SNOTION ON THIS PRODUCT COLLATION! DOCUMENT (P.ER.) NAS WEN VERIFIED FOR COMPLIANCE 94
<br />AWHOTNAOE SHALL 1E AS NE7N 04M IN II AM IN B.2).
<br />==OANCE WITH THE 2014 (5th EDI1oN) OF THE FLORIDA BUILDING MOE,
<br />,
<br />(c) To E,tr,Ts4c WOOD Oft SPECIFIC cRAvrer 0 -.0= MIN k
<br />DESIGN ND LOADSPEED SHALT. DETERMINED AS SECTION THE MENTIONED CODE,
<br />- 1/4"Ii TAPDON ANCHORS. As AIAwWALruRED BY LT_W. BUR.DIX M.
<br />- #14-10 PMELMATE FEMA.i ID AND PANp.i IVE PUPS ANCHORS. AS MANMIFAC:TUREO In ELCO � PROdlCTS.
<br />I E TH SE HERSBOW
<br />FOR A WIND SPEED AS 1TE41u Kd XI TINE N JURISDICTION METEOR MIA ATIONS U WELL !1 NBC: AN !+SH
<br />I
<br />tiSR A FNRNDTiOW UEY FACTC4i Kd-O &5 USING A4SCE 7-10 FOR NSTALLATIOTIS UNDER 2014 FBC AND SHALL
<br />- 1/4"5 LAG SCREWS PER MATS.
<br />NOT DIMM TIC MkVWM (AI t RATINGS INDICATED Pi JRE RATINDICATED CAN SHIFTS 7 INN 12. Ik 15. 18, 19 & 20.
<br />- 7/16 A % 5/P` i siREBtITED BY ALL POW SCREW. BEET t SPECIALTY CO.
<br />w ORDER 7O VERIFY THE ABOVE LONtTNTWN ULTIMATE DESIGN WIC LDws DETERMINED PER AU^CE 7 itt
<br />CA) MINIMUM THREADED, PQ iRALflOIN INTO WOOD TAPOON AY4� SHALL BE , 1/r AND r FOR ELM PANELMATE PLUS
<br />SHALL BE FIRST REDUCED TO AIS.D. DEN WIND LOADS BY MULTIPLYING Doi BY0.6 IN ORDER TO
<br />AND PAtNLIHAN.E FEMALE 9).
<br />TO COMPARE THESE W/ LAX, (A.S.D) DESIGN PRESSURE RATINGS INWATED ON SHEETS 7 THRU 12. 14, 15. 16. 19 & 20.
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME IAIT SHALL BE 1 1/2'. N3 a h1?ED ,
<br />IN ORDER TO VERIFY THAT ANCHORS ON IRS P>E.D. AS TESTED WERE NOT OVER STRESSED. A WX INCREASE IN ALLOWABLE
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE THREADM PENETRATION,
<br />STRESS FOR WIND LOADS WAS Na USED IN THEIR AINN.Y51S. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.D.S. 2D12,
<br />C,3) MINimum EDGE DISTANCE OF LAN. SCREWS. two WOOD SHALL BE AS INDICATED IN THs DRAWING
<br />STORM PANEL'S AOEOUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MOTH SECTION 1026 OF CODE AS PER HURRICANE EN(WICEPING
<br />THE ABOVE MENTIONED& TfSCRNG M REPOM NHS-W. 9$-870 & 114-TJO AND
<br />GEL) MINIMUM PENETRATION OF WOOD 6LLSFIPlG SHALL DE 5/6". 1/4" 0-20 SCREWS USED SHALL, BE 1 1J2" LONG ~M
<br />FENESTRATION INC #2 #2126 , AS PROTOOOLS TAS-201, TAS--202 AND TAS-203.
<br />S4{CI STUCCO MST. AND 1" MINIMUM FOR WALLS WITH NO MCCO,
<br />C1I
<br />FLORIDAIS WELL AS AMIERICAN TEST LOfD9RfP'ORT 0219.01-09, AS PER LAS 201, TAS 202 AND
<br />C.5) IN CASE THAT PRECAST STONE, OR PMCA5T CONCRETE PANELS, STUCCO OR WOOD BOA#RDS BE FOUND ON THE FROSTING
<br />WALL, ANcHORs SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />2. ALL ALUMINUM EXMUSIONLS TO 13E 6063-16 ALLOY AND TEMPER. (UNI ESS OTHERWISE HOTED)° SEE SHEET 2.
<br />ANCHORAGE SHALL BE AS MIENITONEh IN G1). C.2) 1t 0.4)
<br />3, ALL ALUMINUM SHEET METAL USED AT CLOSURES 'SHALL HAVE 3101 ALLOY.
<br />(0) ANCHORS SFALi_ BE INSFAALEA FOUXNNO ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF THE ANCHOR"S W "AMRER.
<br />4. ALL STEEL. SHEET METAL PANELS 5tVd.1 HAVE 5F(tUC7URAL QUALITY STEEL, AS"tAl A-653 GRADE 50 MIN11NlAt, G-60
<br />4Kt95N1I2ED STEET. DEMIATION W/FY- 56S ksE (AFTER ROf1ELr).
<br />& PANELS MAY ALSO RE Bism= H01UZoNfALLY FOLLOWING R45TALLATICHN DEIMNLS SHOWN ON SECTION 3 THROUGH 10 (51EE1s 4
<br />THROUGH 5) DOFF THAT HEADERS SHALL NOT RE USED.
<br />5. ALL, SC:HRINS TO BE STAINLESS STEEL 3D4 OR 310 AM SERIES OR CORROSION RESISTANT COATED CARB09 STEEL AS PER
<br />DIN SM18 WI 50 kei YIELD STRENGTH AND 90 Asi TENSILE STRENGTH & SHALL. COMPLY W/ FLORIDA BUILDING CODE
<br />9. iI SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />SECTION 241 .&3.4.
<br />ATTACHED TO INSURE PROPER ANCHORAM TAMS SHUTTER SHALL ONLY BE ATTACHED TO COINCRETE, BLOCK OR WOOD FRAME
<br />BUILODNGS.
<br />$. DOLTS TO BE ASTM .4-307 CALVAN2ED STEEL„ OR AS 3D4 $ERE5 STAINLESS STEEL, WITH 36 kw MINIMUM YIELD
<br />STRENGTH.
<br />to. EACH REGULAR STORM PANEL MATH LENGTHS OVER W-8 THROUGH ir-4', AS PER SECHDNS 8, A 9 & 1O AND ALTERNATIVES 8W,
<br />&ION ON SHEETS 5,6 AE 12 Y; SHALL PAVE A AND R1:ADAY' NS�E MARKING INSSTRUC:.TING OWNER OR
<br />T. ANCHORS TO WALL SHALL BE AS FOLLOWS:vw
<br />TEiNAENT' TO SECURE PANES WITH APPUCAME REINFORCEMENT` DURING PERIODS OF HURRICANE WARNING, _
<br />(A)
<br />11. THE INSTALLATION CONTRACTOR IS TO SEALjCAUU( ALL, SHATTER COMPONENT MGM WHICH REMAIN IN CONTINUOUS US CONTACT WITH
<br />- 1/4"p TAPCON ANCHORS AS UALA UFACiURED BY LT.W. BULLOEX, INC. (Min. fc-3192 PA.!.)
<br />THE BURRING TO PROM WAND/TWA INTRUSION.
<br />- 1/4' P x 7/8" CrLLIC-9p1 ANCHI AS MANUFACTURED BY POWERS FASTENERS INC. (ON. fc=3000 P.m.Q
<br />-- '1/4'0 x 3/4' SQL -SEE ANCFHaR% AS I)STROMED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />12. T3AU.l.A I: THUS TRAINING PLUS MY BUILDING AND ZONING REGLI.AT�IONIs
<br />SPECS IN AAPPLIED
<br />(Man. ire-300O P.&I.)
<br />.iID
<br />PROM BY THE JURISDICTION IS
<br />- 114-10 PANBJ'I FEMALE IO & PrNNELMATE PLUS A'IG OfM AS MALNUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />fa-.3.'ISO p,5,1.)
<br />1& (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.1 PRFpA ETv THIS ENGINEER ISAL GENERIC IT DOES NOT FRMACQF INFORMATION(MILL
<br />F L A SITE SPECIFIC PR a*. 40. WHERE THE rarE o"DmuRIDNLS DemTE FROM THE P.E.D.
<br />- 1/46 CIF TAPS ANCHORS, AS MANUFACIUREO BY TRU-FAST CORPORATION (fe-MOO P.S1.)
<br />(6) TO BE RESPONSIBLE FOR THE SELECTION. F� AND INSTALLATION IN UIDING LIFE SAFETY' OF THIS PRODUCT}'
<br />AA) MINIMUM EMBEDMENT OF iAPCC,M ANCHORS INTO POURED CONOi TE SHALL BE 1 3 4": 2' FOR PANELMATE FEAULLE
<br />BASED ON IRS P.E.D. PROD HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />II AND PMEMA,TE PLUS AND 1 1/4" FOR CIF TAP -GRIP ANCHHORS.
<br />CONSTRUCTION SAFETY At SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A.2) CALK -IN hSOLO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE TOURED CONCRETE. NO EMBEDMENT INTO
<br />(c) THE PRODUCT MLOATICNN DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />STUCCO SHALL RE PERMITTED Ile 0-20 SCREWS USED, SHALL BE 1 1/2' LOCH MINIMUM SHOLILD WCOO, EIOST,
<br />No t' MINIMUM MR WALLS VIM NO STU044` , AND MAY BE HEADED SCREWS (Wt ALL THREADED SCREWS W/0 HEAD,
<br />(d) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RWWERED U414EEN CPR ARCHITECT W'.iNNIL'HI WILL BECOME THE
<br />BUT WITH WING NUTS,
<br />t3K.ItdF.£it OF RECORD (E,O_R.S F'i!R THE PRO GT ANM3 MIIO WILL BE RESPONSIBLE FOR THE
<br />�NOI1 TO THE
<br />A3) IN CASE TNAT PRECAST STONE. PRECAST CITE PANELS, PAVERS, STUCCO OR WOOD B(M1RD35 BE FOUND ON THE
<br />PROPER USE OF THE P.F.A. R t€ RECIOAffi, ACTNNG AS A D€LEGATEO ENGINEER
<br />P.E.D. ENGINE, SHALL SUBMIT TO THIS LATTER THE SRTE SPECIFIC OPA WR" FOR REVIEW. -
<br />DUSTING; WALL OR FLOOR, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS. ANCHORAGE SHALL, RE A5 MENTIONED IN Al) AND IN A2).
<br />(0) THIS PIS-0. SHALL BEAR THE DATE AND ORH•INAL.. SEAL. AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER OF SIMORD THAT PREPARED IT.
<br />(B)' DING (iNLNE BLOCAC WALL ASNN C_=90:
<br />t 4 I TAPCON ANCHORS rtS NANUFACiU#IED BY L T, W. BUIREX,_
<br />- J
<br />14. Sk91TiER 1NANlIFYa<TURERS LAL SHHALL LQGI7ED ON A READILY VILE LOCATION AT STt)H8A
<br />POMMEL SNNUETER Id AC6O6g E WITNH S1H:'IK,tC 1T40.S 3 fIF FLORIDA BIiDDIiO CODE. ONE LABEL
<br />- 1/4' is x 7/9' CALK -IN ANCHICM AS MANUFACTURED BY POWERS FAST INC. (MN, fc-1500 "J.)
<br />SHALL BE PLACED FTKt VWRY TO COMPLY W rH 587 M 1710-&2 OFTHE
<br />- 1/4"0 X 3/4- -SEE ANCHORS, AS DMIRIOUITED BY ALL POINT SCREW. BOLT do SPECIALTY CO.
<br />(MIN. fD-160O p.R.1:)
<br />- #14-10 PANEUMU FEMALE ID AM PAE�3LMTE PLUS ANIM ORS, AS MANUFACTURED BY ELCO CONSTRUCRON
<br />PRODUCTS (MIN. fe-2071 p L)
<br />06 SlW1. ONLY BE USED TO
<br />'v*S�`'�'.•,•••:,, .`
<br />_
<br />i'i /It PEFNiiTIS IN THE STATE OF FIA GrI FLORIDA BUILDING CODE V. - Hurricane Zone
<br />- 1/e O OF TAP-ia`DP ANCHORS, AS MANUFACTURED BY TRU•F'ASt ORATION
<br />"-
<br />N0, 41167 ago ,a>a i INC.2D GAGE GILLY� STEEL PANEL aY
<br />8.1) MINIMUM E AMEW OF TAPOON ANCHOM OM PANELMATES AND Cr TAP -GRIP ANCHOR. INTO THE CONCRETE
<br />BLOCK UNR SHALL BE 1 1/42'.
<br />"r:
<br />-_-
<br />GLOBAL PROT'ECIM PRODUCTS, LLD,
<br />R I6 E C Q
<br />8.2) CAI Nk SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8" INTO THE CONCRETE BLACK UNIT. NO o�EDMIENi
<br />INTO STUCCO STALL, BE PEIWIITID. Ile 0-20 SCREWS USED SHALL BE 1 1 2- LONG A qN SHOULD STUCCO
<br />/ /
<br />'+1y•! FN�e. 40M SA 51 f3pa,
<br />n>uff A' fit` O4uG FL =14 15-021
<br />MI FAA (vA)m ,-sw
<br />EX19T. AND 1' MINIMUM FOR WALLS WITH ND STUCCO.
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<br />SECTION! 1
<br />SCALE 3/8-1'
<br />Sa aQao16 1. 3 a 4
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<br />SECTION 4
<br />SCALE 3/8-1.
<br />EDGE DISIARM
<br />(SEE SCHEDULE ON
<br />SHEM 8 9)
<br />M4LM1_C0A%N0Q1l OF
<br />TOP & COTTON MOUNTINGS LAN BE
<br />_
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<br />iNSTAU_ATH.
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<br />SECTION 1
<br />SAW£ 3/8-1'
<br />NONE;. uDLLDNN CAN ALSO BE MNSTAAi.E4 W/O 5F1kMei PANELS ON TOP
<br />ON BOTTOM SO THAT IT IS LGCATFD AT TOP 0R 1)DTTOM OP NX1ET'II4G.
<br />(ONE PANEL OPENING W/ TUBE TOP At BOInMi)
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<br />1/2" "- + ._
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<br />A 111 � ' d' a.C.
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<br />SECTIONS 5 _ AE Ns
<br />. .SGU.E 3/8-1"
<br />SECT QN 7
<br />SCr LE 3/&-1'
<br />PANEL ,
<br />61 norm@ o.O.I. X
<br />OF �' 'P NEW t' WIDE x VARIES x 1/a4
<br />E.D. - E� DISTANCE
<br />_
<br />THICK KtaN. TUBE OR 1" x
<br />(SEE SCHEDULE ON
<br />L
<br />Ex tsnNC. STUNXIOJ PT. WOW PLATE SPACER
<br />MEETS 8 � 9)
<br />' HAND
<br />1
<br />I
<br />NEW 1' WOE x MARRIES x I/6" '
<br />NNO7E FOR CCNNTWNATTNCit! COF CFC1;
<br />- ALUM. TUBE OR 1' x VARIES
<br />----
<br />T, 14400 P1AlE 51VaCER
<br />j TOP $ BOTTOM CAN BE
<br />TRAt2C
<br />d - ) r.oNcaETE
<br />,MOUNTINGS
<br />I C0MBINED Id ANY ]MAY TO SUIT
<br />ANY
<br />- F f TILL
<br />- - - ----.
<br />-
<br />SHED 8 9j I
<br />I INSTALLATION.
<br />j C.14, 4t
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<br />- -
<br />: •
<br />.-
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<br />-
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<br />3/8-•1' y� +aft'.-
<br />a +
<br />CASE € (pLAN�
<br />Sf7Nl S/, B<'1'
<br />20 GAGE GALVAL M STEEL STORM PANEL
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<br />DRAW" Ire
<br />M& PROTECTION PRODUCTS, LLC.
<br />°'�12r1a
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<br />15-021
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<br />-
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<br />MAYIMI
<br />M A C n DESIGN PRESSURE
<br />#.
<br />RATINQ (R s f ,) AND CORRESPONDING
<br />MAXIMUM RAINEL
<br />LENGTH I" OWED LE
<br />(VAJD ONLY i - NE ILSTAUAT AS PER ACTIONS 1 10. ON swElS 4t 5 N2 6)
<br />.
<br />PANEL
<br />• WLRD wt 1/4Y-2DH` S_& M.& a GHLIT AT C a L Mi OF PA M
<br />MAXIMUM,IN
<br />MAXIMUM
<br />-INSTALLATIONS
<br />ANCHOR
<br />sp ACING S HENLE FOR REGULAR
<br />STO M PANELS � dl �
<br />tN TQ EXISTING CONCRMTE
<br />& MNCRUE BLOCK S RLIM
<br />ES
<br />(VALID ONLY IN PANELS("1D& Q iNSTAU4XDOCNS AS PER SECT 1 1HRU 7x ON SIEE'T:a 4
<br />COSERS
<br />9ffiStS 4di „ FOR ANCHORS
<br />1N[rnAAA
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<br />' �I
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<br />fNLRf1E
<br />RATIHB [P,+-fi.
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<br />� 70
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<br />MAIWn7M Imo,
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<br />pAgNEl3iti6 FflMN.� sD
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<br />��
<br />70 �.1�
<br />Tt#
<br />'..
<br />78 �NC`Af.TE
<br />�
<br />d N/A
<br />MIA
<br />H/A
<br />- 6'
<br />NIA
<br />G'
<br />,NJA
<br />, (YELP)
<br />I' 6'
<br />N/A
<br />N/A
<br />6
<br />8"
<br />1 (BDIIDN/j
<br />N/A
<br />N/A
<br />NJA
<br />a'
<br />a^
<br />N/A
<br />N/A
<br />g 4�T
<br />4bOd). -72A
<br />8" N[A
<br />t1/A
<br />N/A
<br />iN
<br />N/A
<br />2. (9O1TOY)
<br />Y-S" LESS
<br />9' N/A
<br />WA
<br />N/A
<br />S
<br />NJA
<br />K
<br />WA
<br />9"
<br />N/A
<br />3 a 4 ('TOP}
<br />1NN LESS
<br />N/A
<br />TW4<! srM!calc #'GR a�ONLtAfeaPE. MRro w4GD FTLWB B11PtitffiE. -
<br />LMMMN ANCHOR aPwaNl;v AtA taNtM,M €IiGE D6TAICE ACE SfoNnaE4 cal TMB 5a�illy FOR EDr.
<br />TIiW IDHCATHTI oM satDIAE IilDI10E A1�,10R RaADNB BY IrN]Y4.YFIa saAcu9 9HhMM ON 9p1�O-C Dr
<br />7TE FOLLOYIRN FAL'IORA. FTIp T)� OPI3tltCDM TD
<br />I'�dF. R �F1GFG 1]@ Lida FIa7imt
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<br />ercan a TAe-4iF eeaWE n
<br />a a a z1
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<br />14 awA21Ha AM4i�
<br />rrm!sEcswlEA na s 3 a a ]' a sf -_
<br />(cwIR14N Dao!rla eiat-( 3 a 3 Rt2 3 1t2 --4 3 ,j2
<br />A!c1uIL Esl NAn7E 9SiTHHij ItAN.9OR
<br />1 �s-
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<br />� I t.oa.aa -
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<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />� W/10. 2W/10, 3W/10. 4w/10, 6/5
<br />51 w/10. 6W/11 & 7W/11
<br />MAX AINCNOIHS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 3' MAX
<br />MIL FOR WOW SEE SEOTIONIS ON S1EE1S 14 & It 1" Mql,
<br />CABLE). I J 1 IsecrwNs 7ma
<br />LIM PANELS
<br />EE
<br />SECTIONS AS S. 91S
<br />UtS a FA. g1}'3ii/1P
<br />D.Wr").@.t + --
<br />6 or
<br />3" MAX 1 /4. 2�/4. 3/4, 4/4. 5/5, 7/5. 3•
<br />1" 1W/10, 2W/10, 3W/lit, �4W/10. Sts
<br />5W/10, 6iN/i 1 & 7W/11 /
<br />ANCHOR'.w' FOR CONCRETE � SCHI� ON SHEETS 8 a 9—
<br />fW
<br />WOOD SECTIONS ON SHEETS 10 & 11
<br />kI�JRN+ STORM PANELS a & ELEVAT_ ION
<br />OLMS,
<br />f
<br />� Hl
<br />FL.BRIOA BUILAFNG CORE (Htgh Velocity Hurricane Zane
<br />ears 7E, 0 A1C
<br />�r �/ye�
<br />E. 7i► V INS,
<br />D.M..ti1•l�lx V+,•��i,
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />� W/10. 2W/10, 3W/10. 4w/10, 6/5
<br />51 w/10. 6W/11 & 7W/11
<br />MAX AINCNOIHS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 3' MAX
<br />MIL FOR WOW SEE SEOTIONIS ON S1EE1S 14 & It 1" Mql,
<br />CABLE). I J 1 IsecrwNs 7ma
<br />LIM PANELS
<br />EE
<br />SECTIONS AS S. 91S
<br />UtS a FA. g1}'3ii/1P
<br />D.Wr").@.t + --
<br />6 or
<br />3" MAX 1 /4. 2�/4. 3/4, 4/4. 5/5, 7/5. 3•
<br />1" 1W/10, 2W/10, 3W/lit, �4W/10. Sts
<br />5W/10, 6iN/i 1 & 7W/11 /
<br />ANCHOR'.w' FOR CONCRETE � SCHI� ON SHEETS 8 a 9—
<br />fW
<br />WOOD SECTIONS ON SHEETS 10 & 11
<br />kI�JRN+ STORM PANELS a & ELEVAT_ ION
<br />OLMS,
<br />f
<br />� Hl
<br />FL.BRIOA BUILAFNG CORE (Htgh Velocity Hurricane Zane
<br />ears 7E, 0 A1C
<br />�r �/ye�
<br />E. 7i► V INS,
<br />20 GAUGE' GALVARIIED STEEL. STOW PANS.
<br />a11FAL
<br />NIM Oft
<br />GLOBAL PROTECTION TS, LLC
<br />4 &W. 71 VFW
<br />01 R at3u
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<br />wary S era
<br />- -
<br />� FOR BETE SEE SCHEOL" ON SHEET 9
<br />ATE REP CONCRETE FOR WOOD SEE SECTIONS ON SHEEI 12
<br />cuIHCRETE tMQrX( OR OOIMCRETE BLACK F-rr;
<br />Y 2.Si' 3'
<br />FDRa REOUERED RE4UIIIED (MRN tNtT PAP :At WHOLE A A 14 tI tIyT2 1"
<br />CONCCIEtE AIiCtORB COfNF':RH.iE ANCHORS -y
<br />SOFDIRE ON F—fl :Y SCNEDI r--0X 1
<br />f (Irw LAM 1a
<br />iCR CLASSC
<br />I
<br />; q
<br />xx
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<br />1
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<br />7
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<br />1xmH. o ,2 T/2 aa.
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<br />DIRECT _AID Mt11LL _�1MIT1NG DIRECT AND WALL t O �_N2
<br />I_kl_CT_EI! LLT INJT� A'TION
<br />SECTION 8 U1�'CION 9
<br />SCALE 3/8-1' SCALE 3/8-1-
<br />NOTE FOR COMB(ON OF �:
<br />(SEE -SCHEDULE ON TOP E BOTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMaBNEO IN MAY' WAY TO SUIT ANY
<br />INSTALLATION.
<br />ids
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<br />'wu-+,r��w.�: a r,lr.-wrweewwww:
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<br />,oaeN .,n x, as .wa 4era.4arvlR
<br />9ww x salt Rn Fm. r.. LOAN or=rye
<br />A LM A. P.E
<br />24 GAGE MUM= STEEL STOW PANEL
<br />FxL
<br />NOW Nil
<br />I dOBAL PROTECTION PRODUCTS. LL C.
<br />4Xx, S.w. at SIB
<br />TIME R.. 353i4
<br />P1tOnC: {ae4DdDA'-]BELL FAX { �9-�a7
<br />4°t H„'t'�
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<br />A.&O. DESIGN
<br />PF4WM_
<br />Ram
<br />T69+)
<br />MAXIIII ANCHORS ; BUR M 3 1/rMAXIMUM 4•
<br />#
<br />ANY CAIBMMUgM
<br />OF TNiil
<br />MA101MM1 Nilt�
<br />LEM9nN 1 (A.)
<br />t mvm
<br />Cr ve-ow
<br />CALK i
<br />W)1RLAIa[ FrclMs D
<br />PA EUM E PLUS
<br />satD SET
<br />7O CONCRETE.
<br />COI
<br />BLOW
<br />1D COICIEIE
<br />OOMCKi� TE
<br />BLOCK
<br />1D CONCRETE
<br />06tK�J�IE
<br />SLOCC
<br />Y4 CAAIp9E9£
<br />�
<br />9Uk2H
<br />T,?. CONC'AEIE
<br />C' � TE
<br />NOOK
<br />To H30NI'�L£'
<br />�
<br />Faapf
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />C
<br />WA
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />6"
<br />8"
<br />e'
<br />6"
<br />8'
<br />Ni
<br />N/A
<br />N/A
<br />] (BOTMI
<br />-
<br />6'
<br />N/A
<br />-.. NjA
<br />N/A
<br />r
<br />H/A
<br />8'
<br />N/A
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />Ni
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />TN/A
<br />5'
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />+55,5. -72.0
<br />6'
<br />HJA
<br />N/A
<br />N/A
<br />-. 8'
<br />N/A
<br />r
<br />N/A
<br />W
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 )
<br />>r-V TO 8''-8'
<br />OR LESS
<br />8.
<br />4"
<br />N/A
<br />N/A
<br />8'
<br />8"
<br />8'
<br />$`
<br />6'
<br />Ir
<br />N/A
<br />N/A
<br />3 (110MV)
<br />8"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />H/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (ADP)
<br />6A
<br />N/A
<br />NJ
<br />WA
<br />6'
<br />6"
<br />6"
<br />6'
<br />H/A
<br />N/A
<br />4 b'm 7 (LBOTTOM)
<br />/A
<br />-._
<br />12
<br />6 i%4'
<br />i? 1/2"
<br />$ 1%4'
<br />8 1/4'
<br />6 Ile
<br />8 1/r
<br />6 Ile
<br />N/A
<br />N/A
<br />5 (T0P/BOTTOM)
<br />---.0, -&S,3
<br />N/A
<br />N/A
<br />12 1/2'
<br />8 1/4'
<br />t2. 1/2'
<br />8 1/+}'
<br />6 1/4'
<br />6 T/4'
<br />8 1/4"
<br />6 1/4"
<br />N/A
<br />N/A
<br />6 (TOP/BDEEOM),
<br />_r TD 11'-2"
<br />55.0. -72.0
<br />NIA
<br />N/A
<br />6 1/4' --
<br />N/A
<br />6 1/4"
<br />N/A
<br />Bile
<br />6 T/4'
<br />6 1/1
<br />6 1/4"
<br />N/A
<br />N/A
<br />6 (FOP/NOTDOI)
<br />'-r TO 11--r
<br />N/A
<br />N/A
<br />N/A
<br />_ N/A
<br />N/A
<br />N/A
<br />N/A
<br />H/A
<br />6 Ile
<br />-
<br />6 7/e
<br />6 i/e
<br />6 1/4
<br />8, 9, 10 (TOP)
<br />- 48.0
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />li
<br />6 1/4'
<br />$ 1/4-
<br />8 (B0TTC7M)
<br />12'-e OR LESS
<br />t LESS
<br />- $'
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />- N/A
<br />NJA
<br />N/A
<br />6`
<br />8"
<br />6 Ile
<br />6 tle
<br />9 (90TIOM)
<br />NJA
<br />N/A
<br />NjA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NA
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />10 (BOTTOM)
<br />111 smws I% it Am 12 FOR AAImm TYRE a SPACM FOR I150MlADO1Pa rro wm FMA:E BL>IDINGL
<br />MIDMaI ANCHOR AND UN" EM OMINIM ME 110CRIED ON FRS SCEDU£ iORR P,D, I=
<br />T1AA4 11= Mfl OR aE R MOM BY MLLIVl:flR9 SPACE 11"do CMi SOWN BY
<br />THE FOULCRIIG i�(10R3.. FOR JIM (WBIUHION TO K Pam$ R OBNAM6D USIA) FAI:OR
<br />SHALL Not BE LESS'THAN 1pw* Ep CBBH INDICTED FOR PON ANCHOR TM AB ANCHORS iSM46.
<br />-_
<br />-
<br />I lea
<br />, +.
<br />1/4"a
<br />1/4'a
<br />1/,rd;
<br />,1 Ja •
<br />ANCHOR TOE
<br />'
<br />WY.ON
<br />OF ve-CIS
<br />- IS
<br />RMS
<br />SOLID-M
<br />Mh. ANCHOR !ACM 00
<br />3
<br />a
<br />3-
<br />a
<br />2 1 j2
<br />a
<br />##wow
<br />brow OIL)
<br />3
<br />3
<br />3
<br />3
<br />3
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<br />3
<br />3
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