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<br />MLNIR Rf! ■At IIAT SIYET/ \ h IMIIW:low. W1r, (_) a +.NSIW_.Wp^i, N' 2tgt&-IMAI1•-+._nA ",..i1..1$61.,.
<br />1 STORY PVPdm S•IOwN ON TAPS PRODUCT E•WALtMWW rOC' Nthy (PLO) "Ag BEEN VE:RW'WED FOR "CWLA,,VU IN AC':CZQUWAvCE 1 4-e TAPC"A ANC.RO"% AS MANLFAMOPEa BY I i w BIATLQE'A, IN'
<br />1N T"
<br />W HE 2O20 Tth r IM 9 "T NOT N T A7 N E[%TON S8 THE FL[R% tPAERNL CODE TWOS ORN PNtfl $HA11 0 BE S ALLED HtlG
<br />S 1 la P P A T AMCREWS FEMALE O AMID NKUMTE INK-W9RY 5 YAW1F R r r / IT.U'$ AC"U ®B ELCO f.'UNSIWK. N)N PfKlOilC 5
<br />IAT.LDCITr NURIRRJV:E ZONES lM1MP-.TAU / OROWAFID COUNTIfSi - 1 j 4'..,h' SCREWS PER N D 5
<br />DESIGN ;LINO LOADS SHALL BE CFTERMNEO AS PER SECTON 1609 Of THE ASOVE MENTIONED COOT- FOc A BASIC WHO - 7/16`6 • 51W ROCCO BUSHING, AS D%TR'*I BY ALL P(1NT SCWW BOLT A SPECLALTY CO
<br />SPEED AS REQUIRED BY rI E AaRLSOCn0H1 WHERE STORY PANEL WILL BE I.VSTATLEFi, AND FOR A DwCtklkkjrf FACTOR
<br />KD- - I-16 , 9 4.85, LLSLNC ASCII .hA SIW,L NO £CELL% THE NA%ARJM LSO. EiC".IIOII PRE3"'a7dF1£ RRPvlCS N ATfSI 511
<br />EWC LTHI EE'S C I MINRAM/ SA I T �.,- ^• Ff' ( A ) TLMALE CD
<br />MU APDDO OF PC ANFJ1CRS SHALL £ l FNA3 LP PAN ON B , . ELC'L ELWIE 1•LU5
<br />t^ [ I ALE it)ATION
<br />3. 9 T.IkN A 7 k AN D p PIW"K.LLYAL.E FE+AALt
<br />N R 4' RI T 9t n P T_1 G ORDER U NE W'/ THE A)WF COWN OH, ULTIMATE OiSNiN W9tb LOADS IX'TfRW74F0 itl ASCE 6 SNWNL R- LWS•
<br />REDUCED TO ASC JESION P(_.SSURL RATING BY MULTIPLYING THEN B• 06 IN ORDER TO COMPARE -THESE 1r/ MAX (AS G; =1) NMAwIAM THREADED PENCtRATRAN OF LAC SCREW. (NTC THE WOOD FRANCE UW. SvVIL1 BE T 1/2' NO W- 1,4 %
<br />N T P OES+O-'RESSLI YA IW'I SWEETS 3 9 IPRM T^ ! 17 16. oCHNETRA KT„I KiTD STUCCO jINr4,1 t AS PART M a[ WETHGS
<br />Ep 9E CONSIDERED Cf THE SCOURED THREADED PENETRATION
<br />N ORDER r4 I:R,T1 LIMIT ANICLEllrS ON 1N5 PLO A5 rESTED�WEE[ NOT OVER STIiLSSE1T, A 33Pt INCREASE IN A. uwABc r.
<br />W.
<br />STRESS FOR WAND LOADS WAS 0TI'E USEC RV THEIR ANALYSIS FASIEWERS SPACING 10 WOCIJ HAS BEET DETERMINED IN C.3) U"WN4 (:DOE INSTANCE OF LAC SCREWS• INTO 01000 SHAM RE'..AS "LIIC:ATEEI IN 1114IS DRAWING
<br />ACC.]REIANGE MI" M D.S 2O13
<br />STURM PANE, .$ ALFOUACr rCN IMPACT AND MIN RESISTANCE ,HAS BEET. VERIFIED N ACCORM7IGE WIT" SECTION IMT: OF C.4) MINIMUI, PEW-TRATION OF WQQD BLr.HINC SIIL 9E 5/0' 1/4• a -PO 5CnEW5 USED SHAu BE 1 1/2' LC.M MINIMUM
<br />St101A.0 STUCCO '% :' M N
<br />A M f• "4 1- I AN t ST c LSt, rIEIC RANRLM f4R TNLLS Wt 11D STUCCO
<br />JIQ(T4. aICNT1LNEC CODE A5 PER AN'AC7AC�VN TEST LAB QF 50M cCIRNDA O 4 4 ? 4tl2 �-119 AS REPOR f
<br />CIERT)d
<br />- sT AND t ,: ,_,
<br />' Y D AAEIONS T NC 7A REPORT
<br />U 0 PLR LET.. A5 I
<br />k AS1Fo C 3nt-S, A7ASS
<br />- -� 5) IN CASE THAT � Y' Y P F
<br />TAS-2OT VA TE ANFLs. RUCTU OR BE BNXYD {%+ THE E313TNG
<br />IAA ZO PER. D IN DANC 10
<br />VAS-2Q3 Pp'r"iO'2L5, A1Ei AS PER CAICUtAA(w5 NB1FYiR1AED H KCr EAN4:E w/ SECTION IfD4 CIF tNp ) A FfSHALL STORE. [W r'UGO
<br />TO REACH HIND SUCH
<br />,I OR1DA �IRLL7uIC CODF WAIL- ArK.e0W5 �L � LpA; ENNOU611 TO REACH FtE A1AH SiREICRlgO BEHIND Sl1Ck PAYEES
<br />U,,
<br />ANCI ORWA S1W.E BE AS MENT,C.IFO IN C 11 C 2) A C4)
<br />Z AL; A. UMNLNM EXTITUS7CN5 IO RE SO65-16 ALLOY ONG HEMPEN (UiLE S$ OTHEITMSE NOTE7) SEE SHEET 2 (D) ANCHOR'•§ SHALL BE: INSTATED TOU010IN•:i AA:. to' I16 RECOMMENDATOONS AND TsP"- K:A1KAVS 01 TNT AACHDN'5 .AVNVfA,C%j RER.
<br />3 AL. URNLAO, T AL US1D AlCL17SURFS HAVE 1 - < AL FLEE YET SA,ACL VC 3 05 Mi ALLOY B FeN#1.5 WAY At.i,6 BE RNSTALIID +101�ONTAIIY FOLLONWIG ,INSTALLATION OLTAA.S SHOWNOlv SECT10r: 1 T1wMLN'.II 6 (�x`€f5 1
<br />1 ALI -rTLL St<171 METAL PAAHCCLS 1•Wt..Ai'F ,•TRUC1U(W QUALITY S1EE1. ASTIO A-653 L40M ft MINIMUM. 4-60 GA.JANI,'EL �HAIOUGH 5) EYCti - tHAT NEAX.R9Geia $HALL N01 K USED.
<br />$t EEL C1t9FJIA rEAI w/H7 922 .A, (AFTER RCEIfD) P IT 'OA'_L aC THE RF'SPQN3TDIITY Of T11E CO+ATWSTOR TQ WEPW THE crll -I or T,+E s^7,ilX'T(WE wIfERL SHEERER F IQ (•
<br />5 Ali. CW,WS TO BE StA1NLE3 VEER. JD'00 516 A51 SIPIES OR COPRCSION REsA"t'.ANT COATED CARBON SILEL AS PEP OPT ATTACHIM TO INSURE PRODDER ANCNORACE. TOM SNUTTTR SHALL ONLY BE ArACHCD TO CONCRETE. BLOCK OP wow FRM*
<br />9RLIKDWICS
<br />50018 All 50 k€ BELL STRENGTH ARID SIC k., TENSILE STRENGTH AND SHALL COMPLY w/ FLORKIA 90"NIG 0CE SECTION
<br />2<t" 3I.. ,O EACH REGIa_AR 51OW PANG WT711 LENgThS OVER 90• A5 FAR 5ECRO-N5 I. 2, •, .. 6 AND ALTERNAtNtS ,W, 3W k 4W ON
<br />4. 5. 6. & / RESPECTMLY. S11L1 HAVE A LECTI AND PI NiTRU( MA1«SNG IHSTRUCtA4, OWNER 04 TERANT to
<br />6 BOLTS YC BI ASTIR &- 307 C+LM7AZEO STEEL. OR 'd51 ".14 SEW S 51ARLE55 $1EFl. Went ;b H!I MNRAIaM YCLII STRENGTH SECURE
<br />SECURE PANELS WI APPLIOCA&I RENFORCiMENT DURTN(i, PERIOD$ Of "tA*CANE wAR'ANG
<br />7 ANC71DRS 10 1YA.3 SMACL BE 4 FOILOWS t I THE 1"StALLATICH CONTRACTOR IS TO SDAL/aALI= ALE 5'RUTAIR CD4I000I EDOLS WI -CH KALI W CONTINUOUS CONTACT WITH
<br />THE B,ALDNG to PREVENT OW/RAP, -KNVSNDN
<br />/4J T�J.,I'.`''!•t� Pa{J�Fi:�tYY9f1t
<br />- 1/4-0 TAi'CON AHC'H4R, AS MA AAE"T,ARED BY I 1 w TDALOCC. 04' ftt" I t..3192 P.a.) 12 STORM F•ANEL NSTAL,ATLDf1 STALL CLAIRY WITH SPECS NOICATFD IN TOOK MC DRNIPLUS ANY BUILDING AND 1Cr+fdlG REGVLAT;04S
<br />. 1,'4' I . 7/B" CALK -IN CHI A,, WNUIFACTURECI BY OEMAL I INC PRQWMD 8Y THE JORM'DOCTiON WHERE PERMR ,s APPI'TED TO.
<br />- !/a-4 3/4' S4YKI-5TT ANC-ORS.AS p15TRIBIUTED BY :1L PUlit SCREW, 7EILT A SPCCMrkiY' CO
<br />I/-t1
<br />(WN ,- p.f,) ,3 (.) MI5 PF�ao'7CT EVALUATION OogteEla IIIED ) PREPARED BY THIS ENGHEER 1c I'.E!'OW AN" DOES TAS' 003VTOE wtORMAti0k
<br />- /14-,n PAIIELWTC 1-..( IU A PANUMATE PLUS ANCHORS, AS MANUPACTDRED BY FtCO WWS RUCTION PRDOa[^S. FOP R SPECIFIC ,NtU.p'CT, ,. w wrlfRE T+E SITE C+7MORKY/S D€1PA1E EMW TI+= P E D
<br />- 1/4•0 ZANW MI AaCIORS. AS MANUFACTURED BIT OEWALI, INC (pj CONTRAC70R TO BE - TOR THE SELECIIIDN, PURCHASE AM RSFALLATKIN mOCL.T�F; LITE SAFETY or T}Ne PRWUC
<br />A ,} MNA/UM EYBEIIY(M OF Il1/KLAI ANCt10F1$ NTO POUREC OONCITETE f 5%4'. 2` FC1A ELEO PpyYCLMA"E A�11} ..I 1. TNrS PE.B. PRONDED NE/5NE DOES "I 001,111 FPOY THE C•ONOIT.S DETA11. O7 D#5 EYR.UYENT
<br />�S�%t.
<br />. r4- FL,N 00105w.LACTIOAL SAFETY Al SITE IS TIE CQNTW,TCR S WSPONSOUFY
<br />_. 2AMAC NMLN ACTMOR5
<br />(<) THIZ PRODLHT FVALLV,ITON DOC:JMENT WU BE CONSIDERED "ANIO! IF WCO-FLED
<br />KIT CALF N A SOLID-VI,NCt"LIRS SMN U. (N EMeE00FD 7/6' INTO THE POURI}> CONCRETE NO EMBEDMENTINtO
<br />STUCCO 5 ALJ RE PERAYT-U3 1/ 4' 4-20 'SCREW$ USED $WALL Of I I/?" LONG MINIMUM SHOULD STUCCO LM'A (RIM SITE SPECIFIC Plkaltr1'S SMALL BE PREPARED BT A FLOAACA REGISTERED r.NG1NEFN OR ARL}g;'FCT WHO++ W4j. BECOME PIE
<br />ANC I' IAAUU FOR WALLS Wlnt NO STUCCO. AND MAY Of HEAUEO SCREWS OR ALL 1'411JCACTED SCREW$ w/O ,ICAO. ENGINEER OF RECORD fE O.R ,�" TW PROJECT AMC WHO Wlt . Of RESPONSIBLE FOR THE
<br />&,IT WnH WNC NUTS PROPER USE OF THE e E 0 ENCdNEER OF IFECOTW, AC1W. AS A :FT_ GATED ENGt4EER 10 IW
<br />P.E 0 ENIR OJER SEAL_ SOBMIT TO 'HIS TA" -RR TNI SITE SPECIFY DPAVAIMGS FCR WS ALW
<br />A 31 IN ;USE fhAT PRECAST ONF. +';?[CAST 00AC71CIE PANELS, PAVERS, STUCCO OR WOOD BOARIDS BL FOUND L3N T-1
<br />EX6-A14 WALL 04 FLOrA. AMOURS, SHOD. OT LONG FW*111- III REACH nit MARE STRUCTOW BEHIND SUCH PANELS (r) THIS PEA. SNAU BOAR THE D11TL VC OHKAWL SEM AM '.i,NAIURE OF T-E PROFE!,SKIPIM
<br />AAC:HORAGE. SHALL RE AS MINTRINFD IN A I) Am N A 2). ENGMLEP TN RECUR@ THAT PREPARED IT
<br />lB) iTy' -'`I`A'AF'1= ±IN_; -DO 14 S-U1TC11 WN+yACTURER'S LABEL `.TAU BE LOCATE.^. ON A READILY V OLE LOCATIOk AT STOW
<br />_.,_ .�-L
<br />- ,/a A WAON ANCHORS AS MANLdAGTIARfP BY , T It 1II,_ETE%, TNQ-. PANE. &*LMER IN ACCOIE,^AIA;Z. WITH SECTAAI 1709-97 OF FLORIDA BUILDING CODE OE LABEL
<br />- II'< « a 7/B• 1;wiA-IH M4C7,OR5. AS WNUFACT'UPEC 8Y IPF,WAt I. INC$AILL BE PLACED FOR Er1E'RY' OPENoN, LABELING TI) IgOMPLR WITH SU''Tom 170991 OF THE.
<br />IfU,LDDVG LOOS
<br />- 1/4'I A 3f<" SOLO-'SE'7 ANCHORS. r5 MST41@1NTCO Br IR.L POINT SCREW, BOLT k SPECIALTY (�FLOp10A
<br />- /14 SO PA -MATE frMALE to AND PANT111I PLUS ANC�M. AS WNUFACT,RED Br ELCC CCN<TR1n DOE. PRW.aIHIB■Rtl/Tnh
<br />_ ,. r• I iAAMIL� fUeUN NrCtrG'PS, 4$ AAANVFACTURED Bf WA�1, NC' AH��t ILK t:. r14C
<br />,*� 1 .. /
<br />B'-I MwltwiJ Eitet.OMENI C`F 1MCON ANCHORS, Fito PAAWCMsMS W0 ZMNAC N"tN "CHCNTT WO THE kUANI '`1_.
<br />J, 'S RORYDA BUILDING CODE Non High VelocityNurrYconW Yon•
<br />6tOCA VNO S„A, I I f." S ,.
<br />�1,�F�,I•
<br />E+CI CA), a At SOLE) A -C)RS SrW.L BE fUBE00F0 7/5' 1•70 -4 CONGREIE Stock ,-HID 140 YF71T'IATC,44 B7 s .Ysoo ~'a'P. .c 24 GAGE GALVANIZED STEEL SiORM PANEL �-h..
<br />m
<br />SILICCO StIMt OE PIRMITIED. 1/4' 0-20 SCREWS USED 5KALL BE 1 1/2' LONG MI4ww 5••OVLD rMSI- *
<br />AIN. " MRNAUM rOR HALLS WT. NO STL,•-Co =", ` -`� `.�,.. 1.
<br />STATE F Ol LOBAR. PROTECTION PRODUCT'S, I.I.C.o,
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<br />CIUST`NC WALL. ANCHOF'S SNAIL EK LONE FIVOUGH TO #E.CH 'HE WIN STRU OURS RLNam $UCH PA s-.•��+� W. >� . A- Av,A
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<br />Virtual Review ssist, Inc. ✓ Ti
<br />Plaview comple d and approved
<br />cnmTljaice with the 20 FBC 7th Edition:
<br />y ebra Anne K hr PX2300
<br />for
<br />FINSTALLATION DETAILS FRREQULAR PAN 1; INTO WOOD
<br />LEG
<br />4'IS• («9n.) E1<MSTBIG RXM _ -„ -^1 - _.. ,- _ ....TOCw�IlE
<br />_
<br />SEAM REBUKED. Smx'Tt" i
<br />AOEOUACY OF EXISTING WOOD I,...-•-,
<br />BEAM TO BE CERTIFIED &.1 +
<br />iE •-- E5
<br />REOSTEMED ENGINEER OR -'.� /
<br />ARCHITECT PRIOR TO SFRRTLR V.QU
<br />NS'ALLATIDN. WOOD ANCHIONS' ALTERNATE WOOD AIIOIORS 1. .. 1' My -
<br />(STE SCHEDULE ON (SEE SCHEDULE ON -1 _ :. �/ a•.,• Ro RA®Q ,EAe
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<br />- .. I I REQUIRED '"--' ) 1- ".'►n,• t
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<br />CatA55 '~:./ 1 WOOD AkOHM _ } I I w F 14- D'cR
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<br />1 ON SHEET 3) N es ICtLN w L MII SEPA4A710N TO LASS. I
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<br />_ DECK REWIRED WOOD ANC7fOR5
<br />WOOF ANCHOR.; _ ty 1 (SEE SCHEDULE E ON
<br />(SEE SCHEDULE ON - _ -.. 3/a• } SHEET tl)
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<br />scALE EDT, ALTERNATIVE 4w
<br />NAWNF SCALE 3/B-,•
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<br />y!?IFS FLORIDA BUILDING CODE Non High Velocl NuMcone Zone)
<br />yCTE FOR C.OYBINATION Of SvEsrcYls.: a ►�. +�4T67 -
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<br />1 9ASTALLA71ON ARE ONLY VALID FOR LLA%. ALS'D s
<br />-7n7a N1E6q s.0 Tr.
<br />TOP BOTTOM LAC NTINGS CAN BE & BO u •'q
<br />PRESSURE RAIN (Ps.r) AND PANED ENGT�S i4 GAGE GALVANNZED STEEL STORM PANEL
<br />STATE MWN RT
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<br />.OM81 ED B4 ANY WAY 0 $U A$ PER SCHEDULES ON SHEET ; i'• ;'Qt:
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<br />NSTA11AATR�1 2, FOR NEW WOOD FRAME CONSTRUCIPON: INOOD =-CA. fI0 1 - -P, � �' / - IR R/n/Nu
<br />T 45ERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC r. - ---�� LL. E C 0 IMc- PROTEC'TiDN PRODUCT$. LLC. nrL
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