|
.d:
<br />p�MMNYDKf N AEA.
<br />um1Rp,
<br />�T
<br />1N
<br />TO
<br />' ,MMTDID
<br />05
<br />dA55
<br />>;
<br />W OR LESS
<br />2 e/lOr
<br />BOLID•'+..
<br />9. 2', Y:. STINT
<br />2W ! 3•W
<br />.Mo. -'S.S
<br />70•-01 ,ADS
<br />2 7/a'
<br />8000 •
<br />A" k 4•W
<br />INFAS{a,EDl fi1g BOR10M OF � R IPYNYw AT OMEMAP at Nqf OF PA14i IFRGRI
<br />(7) RFV. BAN" WEOFS
<br />Jm : M.
<br />MAXIMUM MM*ft SRAONG FOR 15- M - ) ,IA' +' :
<br />APPUCANS -to
<br />AN1'•COMBNA1&
<br />- w 011:0
<br />-
<br />1491m i Oq
<br />PRESSURE
<br />ilA obn
<br />GMIS-iN
<br />TMNOAIM RAM'E 10
<br />PANEtAk1SE F,JAX
<br />TO
<br />.: `
<br />TO CONOREIE
<br />TO tolidt#.TE"
<br />TO tXXa11E15
<br />12'
<br />N/A
<br />12'
<br />N/A.
<br />1V
<br />N/A
<br />.. 12e
<br />N/A
<br />I` At r fw)
<br />it'
<br />3`..
<br />10"
<br />3'
<br />S`
<br />4'
<br />S`
<br />4'
<br />T' BOTTOM)
<br />a6.0, -75'J
<br />12'
<br />3`
<br />12"
<br />3'.
<br />9'
<br />6'
<br />8"
<br />SBA
<br />3 ($MOM)
<br />70" OR LESS
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />R/A
<br />N/A
<br />12 yr
<br />t t"
<br />2' (BORDM)
<br />71.
<br />N/'A
<br />6' 1/2-
<br />N/A
<br />4 t/2' :
<br />N/A
<br />4 1/2'
<br />N/A
<br />S. (TOP)
<br />i2`.
<br />VA
<br />12"
<br />N/A
<br />8 1/2"
<br />N/A
<br />S 1/2-
<br />N/A
<br />S (BOTTOM)
<br />12'
<br />N/A
<br />t2'
<br />N/A
<br />12,
<br />1 N/A
<br />Ir
<br />N/A
<br />4.011)
<br />12`..
<br />O`
<br />- 12"
<br />B i/2"
<br />12"
<br />'. ?1`
<br />'!'"
<br />.P I"
<br />4' (BOTTOM)..
<br />*UWTW To Mo P,0ASO. oewm Poes m RATING,
<br />♦SEE SHM, NO MR ANCHM TYPE k -SPICING FOR "1101 AT1ON9 rota WOOD
<br />FWA AM,wKMM AH91A SPAM" AND WOW FLOE OWANICE ARE tW -90 ON 7W
<br />SOLO 1LL FOR EtL. MISS I" DOOM IN SOMI'MAX A IMM MOM SPACING
<br />N MOLtD+4i'NO WACM 900 ON SOHIBKW N TOE PACIOM Ia,R '
<br />1MWIWM N! #YEO FIN MAatOR t P ET s
<br />ANCHORS
<br />IDNS LfDBND.
<br />MI.R M
<br />-
<br />1/4si
<br />1/4 w
<br />}/4'y
<br />1/I i
<br />wow
<br />aCAWS-MY
<br />-
<br />ift ANWINe SAM, Bra
<br />3 -
<br />3
<br />_ ^�
<br />a. 1/2
<br />uglaaruxa' cer+.il
<br />3
<br />3
<br />3.
<br />a
<br />NIA W44 YbMM RW:HN3
<br />3
<br />31/$ �'
<br />34P
<br />+
<br />I161fW. FA 6W
<br />F/tAtMt
<br />I Ile
<br />> I
<br />-
<br />Is
<br />r
<br />1A0I
<br />too
<br />j. ,/3
<br />3,
<br />1A5
<br />?AO
<br />v
<br />•I• RE"IKS mW IffiYNICE BETWEEN Bormw OF PANEL
<br />MD 0 TD I lIr
<br />1/2'
<br />Max
<br />v3-Z
<br />+ I• Rmxtm Wax, uWARM BETWEEN BOTTOM OF PANEL
<br />A D (DTO W-3/ta'
<br />COMPONENTS FOR REGULAR, LIE[ AELM I& Z HA MRM PANEL $)=EMS
<br />(SCALE 1/2-11
<br />._-r...___.>...-15.125• from wwT o _.-Liar
<br />12S00' (FIFECTAF WIDTH) - -I I " 1/4"1H2W/4E1!D
<br />'
<br />C--"�-�"6 1/4' (1YR) - /} _ .5t4'1...? 129"f) ANSWE Ct 4d 1/4-
<br />:1 ',..>. 1:790'-•-+ I }`S, i t,2-gyp' • .186- ,. :.1. -' ,..` OR a 12 1/T O.C.
<br />•3., : !O WAY a "Dwa a)
<br />,. a -._.. t .y-•�� '"-
<br />L
<br />g024• MIA T,ItK (,rg�}. ""+ "IV 4 r :LOSE'
<br />IMUMN1ZED sttA - 'i, t.OB4•
<br />A$1M A663 TYP.EDGE
<br />�'
<br />MAX Sa �WYYiUM � 2.1* -
<br />+6 i LOBO' 7:SOD`^-•} .t25•.
<br />-- i
<br />s73'
<br />STORM PANEL
<br />E
<br />L>~ A� - Oct A
<br />44O
<br />PANELSS,IALL rlE 1NsrMLEo ALNM7 � 1
<br />FROM' LET' TO ,KIOlW W/ 1/2"!E0
<br />M E3D Ar lE7T sloe GF PANE7.
<br />AMitls END LP •.
<br />xFTa1w Ear "�
<br />N:D,as^
<br />ROUNDEDG4RNF.R G:EN3s OF P...,3
<br />END UP W/ HEMMED EDGE,
<br />r
<br />.091•
<br />(rfp•)
<br />TOLD+' -«k .7S0`:.'•-.
<br />iS3" 0.270• '
<br />R - LAY, '015,
<br />a 3105� - II�yALLM.
<br />Ea
<br />(�) NINo H a Q wr TRACK
<br />KEY B AT PANEL
<br />-091` �A2V $ StEEVE 2 1 /8"
<br />M".1m
<br />1,G50't [ 2•°� I. e410+1 xso
<br />my Life
<br />--1 '-- T" MN-iD 5` Max,.
<br />T5 SE1��ap�1r MAX. ���-p��ANGLE
<br />2.000`--•:
<br />iMll7idii3� \7
<br />.3T4" 3.000' �• SOBS-114 ALLOY
<br />r~ P M
<br />_ ? 4p 1.12s' AI6O• _ 50•"
<br />17.SEE sECTaws
<br />.. MAMA,
<br />�nLT,—taua •FBA JWILt1-0UT F* MM" is a � W"14 8� WNGNUT �r
<br />I f (TRAIL 3 ALLOY) P.e. SAL,
<br />11
<br />A q .= SHM a FOR ALt tiM
<br />,Bi3' : ulaw"ONa,IF SLEEVE Lmm is 11'.
<br />LId.YWAIM FIR INSFALATO18 MO
<br />r .I>C• WOOD S'TIngro ES,
<br />Y
<br />3.71SQ'
<br />(DTP+ 3
<br />t@M phi/rIHAMNGER
<br />(1 1 L" NIlOE1
<br />(USE ONLY FOR E Z "0 STOF44 i RAL
<br />SYSTW 6043-TS ALUM, ALLOY
<br />L
<br />Ot
<br />Xb a"PENETAAYIIxN
<br />a WWM HEADER.
<br />j144r S,MSminor (D
<br />F.
<br />H
<br />i,XiA tRMvN'( E NOTE to KUM)
<br />1/4`0 A G SATES• 04 W/ e:
<br />Es, P,ATC P
<br />SON
<br />1. INSTALlATODiS ARE LVAY "Up FOR BUg0.0IW+ WRN AS.O: OFSKSN Lam
<br />lla TO #rN9 -75.3 Pd AND PAHD."S 1041" UP TO S'-1D'.
<br />2 TOR Nf!W WOOD FRAME �T1ON. WOOD MEAIN:RS TO RE $OUMEi
<br />PINE ft 2- W/ SPECFIC TiraNstrY DF D.65 OR EO1MK-
<br />AT AT
<br />TOP A BOTIUM NOMPMRNG3 CAN at WMIDWEO 9N ANY
<br />WAY 10 SUIT AW N9TAUA11I04,
<br />Al M , aH11TBR 1RADis NOT SAKwN
<br />_- 111L1wM �i-43 /Nc. l ��wi FRV1GixF1AAR fTA4JWLta. ..'_, PAS
<br />r •. L{} Slt`.. / 4em w 5 arnFEa
<br />,u'?:SJaki`. '.'EYIiAU Wx'tYr �e 01IE. n:. 333,4
<br />xe aka. r aq swam avxms w mY AIHmIG tw4pMM-;a4e. FAc [IMIaII-cmT 2(I- T 75
<br />"m LiamR "EI 2/4 1/41 3/4, 4/5. S/5 & 6/5
<br />tE .E.i ,a "A IfiR ,TTIL Y �' w� Ct} R5 ME auLE ON tw/6. 2w/eN aw/7 aA 4w/7
<br />i ate 1 t AM KM PQL) U M= I EMT(. A t F, 3, 9, 1D : t
<br />�;y �..
<br />SINU PAMPA M U WtEG'FRAIMM moat rA t.{ ° ALYAl EAcyAl TOP on eomm * ExD WTrw rnflr f#5A
<br />MATH TRACKS �a .t'IVM MOUNTED ATE', CN ENn«
<br />1
<br />s� OWON t _
<br />- LWy
<br />a3
<br />z,
<br />#1
<br />PANELS W } -20x, �00, KM PANEVS, . BDI.TEO ao
<br />t SECTIONSti5 r r .� M_ DMT WI Q.tii `Ft iNkRW
<br />(SEE SECTIONS AS APPUCMU )
<br />MO
<br />�f
<br />...Q•p. - - - - - - - - - ---
<br />or AMX _ 3 �14II
<br />MN` , 2/4 1/44 3/4, 4/5, 5/5 h t3f5
<br />tW/6. 2w/6, 3w/7 & 4w/7
<br />_ _ .. _ ANCHORS (SEE SD9OULE ON :SHEETS it. 10 ttt)_....,_._....,v,_�_._..'
<br />REGULAR NORM PANEL, � ELEMI N
<br />WT.&
<br />AWL Ot3#!P f W4H7lE tAI3fJ
<br />MN�MIp/ SEPAMTtON 10-GLASS SCHEDULE MAjfj'/ CAP
<br />M w. WAD. SPEED 4 170 "M WIND SPEED > 170 In." �LCTEWTS A -A t-•A i j
<br />tm)TJiWFSTR EF tAE4tRAINE9 � RESTRMF$D form
<br />30 OR LASS 1' T" G• a Ile G(t) I.+; VAVAr% PAID. FUR A DI'I7T PL13fIRVE A.2A DESIGN LOAD.
<br />A-s MA. XYirli1456�Own. Fiat A a" NEDAINE ASO, OE910N LOW,
<br />u•-I t/2' 7 t/2" ) ON A N POSITIVE AIAsa on WN LOAD, IMIDIMINkE MA%RMU PANE LEN GT `It' t w 1ULE.
<br />>33' Ri1 1` 1' 7 1j'2." 7 y2"
<br />AIAAOAIIAM PANEL }ANON o FPA SCHEDULE.
<br />�E SOMME Raft FOR MIN. PANEL U MOM FOR POROS" DIMLWIMNI •
<br />NessessecuAi)I"Im-f?lliAr (F#IE1Ti1 tfra%_ ii �, _> � ...: :u�.i t.. `+: , Q i M NSTW IATItMS OM WOOD ARE MAMM TO 95;Let, MAX. A,SA DOM PRESSURE RATING
<br />10 A 11 POR Irp1TI, A s.O. '.s + Low a wx PANEL LENGTHS FOR
<br />aee 15
<br />..
<br />$PRIER ,LSRO:
<br />i : • tS FLORIDA BUILDING CODE Elan Mph Ya! NMrrleana ENr
<br />*'= 44t87 2 4RmR ttr W. 24 STAGE GALVANISES STEEL STORM PANEL RWFf $L
<br />,, OF ��,. �. rNG, AL PRO' EMON PRODUCTS, U.C.
<br />S�.I`'q• fJft10�,:'4sS' -.e` .2,v ° 'MamaNT,eM�`ssss+
<br />nnPA.'
<br />1S
<br />wgr
<br />r
<br />nww =rant rAls
<br />2D 7
<br />aN.4mA.:rw+ mirA.s'.
<br />-_ NlN4N TNAiN7Mtle lMI.iFJA A fi,LBM{Jr•. PF. '•+ '+' sa3T N aF q
<br />1 a
<br />W-?-
<br />it,
<br />MAXIMUM PANEL LENGTH
<br />+ R fit, L 4 L-D
<br />MA%alUM AS.D.
<br />t RTAr9A3
<br />.a�. 4 a -
<br />CONCRETE !k W004
<br />1,&,AttATIOIA
<br />4+
<br />2Nxa
<br />2t-D`
<br />F D
<br />2S,
<br />f
<br />JOO
<br />am+
<br />TD'�-s"
<br />3sa
<br />rN1=1o"
<br />rD'-AA"
<br />940
<br />F-1^
<br />e'-4•
<br />Sala
<br />a" -:a"
<br />r-r'
<br />rnD
<br />r'-9`
<br />r••a•
<br />7sg
<br />r 3`
<br />s'-r6'
<br />NM1.0
<br />c_r
<br />FS.g
<br />8kg•.
<br />IC•-,0•.
<br />tdOo
<br />6:3'
<br />a=r1"
<br />Josh
<br />6`-i'
<br />Y-F'
<br />,i0.0
<br />S=r
<br />t AiII
<br />s'-A-
<br />tJlxd
<br />1YtAX{MEIN PANEL LENGTH
<br />MMI¢a110M ASD,
<br />PItl�iRE�M1VMr�NSfIiLATIRNS•
<br />E + YN -
<br />(
<br />CONCRETE 8 WDIW
<br />t
<br />L4
<br />Ar
<br />ZRII
<br />J+'-4'
<br />f3=0'
<br />AD
<br />1^
<br />��
<br />�.
<br />MML
<br />a�R �bmt�' �isE' sYy a e-� Iuuc eYnwa wun et (C) TfiT 3)fIS{E�.W000 31LK+ eriM_ OR_aYITY. G s. n.59 kkN '•,
<br />1.. STdiM PANEL 'SHOW ON THIS PRODUCT' E`IALUAnON DOCUMENT (P.E,D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE - 1/4't TAPCON ANCHORS, AS MANUFACTURED BY I.T,W. BUILOEX, INC.
<br />WARN THE DODO (7tA k3X11ON) OF THE FLORIDA IMUIWING Cam. SHOE STCMIM PANNE. SHKL NOT INSTALAiD AT HIGAI _ 4l4-10 PANCWATE iEl4AEE Al hND PAN£iAVY P4.U5'. dHCMGR6, ,AS YAAfArFAC'tAPRER BY Etsa7 CONs1RUCtM'3R:. T+x##1d1M015:
<br />IGANE ONES M 1- 1AEI.pCITY NURR 2 E L+AN lYAOE / BROWARD COUAIFiE5): - LAG SCREWS PEER: ND,S,
<br />RESIGN SFUM1 t#' A5 PER SECT)CN THE ABOVE NFJNi6NE0 CIWE. FOR N ,iY WND ... 7✓la"t 1€ Sj$• W000 $U9AfIND: AS 8t5iRl6kff#7} @'!' ALLPOINT SCREWY. 7L7 de ;.PECAALTY GO•.
<br />7 W
<br />RESIN IM EL LL F
<br />I F A F 3PEE0 A5 REWIRED B5' 1TKE JURR�'TNiN WNER'E STORM PANEL WILL )3E' NSTAILEO, AND OR OIiECTONATTY ACTOR
<br />s R LIRE
<br />KO-0.85, USING ASCE 1-16 ANO SH41 NO EXCEED THE MAXNW (ASD,) DESION POESSUAE RAtINS INDICATED ON SHEETS C.1) MINIMUM 1HREADED PEA£Tt4,TION INTO WOOD OF TAPCON .ANCHORS SHALL BE 1 1/2` AND 2- FOR ELCO-PANEIMATE PLUS
<br />3. 9 THRU 12 Q 17, T$: AND PANEWALE FEMALE M
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE 1-111 SHALL BE FIRST
<br />REDUCED TO A.S.C. DESIGN PRESSURE RAARG BY MULTfPLYNG THEN BY 0.5 N ORDER TO COMPARE THESE W/ MAX. (AS;D) C.2) MINIMUM THREADED PENE3RATION OF lAG SCREW, INTO THE WOW FRAME WIT SHALL. BE 1 1/2% NO TH EADEO
<br />'
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 A 17. 18, PDOMTKIN INTO SW= SHALL BE : AS PART OF THE ROWtRED THREADED PENETRATION,
<br />IN ORDER TO VEWY 'MAT -ANCHORS OWNS$ P.EML A$ 't$I WERE NOT OVER SIR#S$E0, A 3S% INCREASE RY AMOWARLl:
<br />STRESS POR Wild? LOARs WAS $A$ LiSER N iHE1R AINALYSi$, FASTENERS SFACNG TO WOOD. HAS BEEN OMMHNED IN C,3) IRNRAUM EDGE INSTANCE OF LAG SCREWS, WIO *MO SHALL RE A9 iNUICATI M N THIS ORMANQ
<br />ACCORDANCE WRK NOS, 2078,
<br />STORM PANEL'S AOEOUOGY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCONDMICE V47H SECTION 1609A,2 OF C.4) MINIMUM W34E71RATIQN OF *ODD BUSHING SHALL BE 5/6'. 1/4' 11 h20 SCREWS USED SHALL BE 1 IIr LONG W#MUM
<br />THE ABOVE ME4"M CODE AS PER AMMCM TEST LAB OF SOUTH FLORIDA REPORTS #W41GI-Ot AND 0219.02-09; AS SHOULD STUCCO E%1$t, AND 1' MINIMUM FOR WALLS WITH NO STUDIO.
<br />PER SSTD ,2-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SW04 FLOW" REPORT 11123.01-10 AS PER
<br />C.S N CASE THAT PRECAST R PRECAST PANELS STUCCO OR
<br />TA5-2O1 AND TAS-203 PROTOCOLS, AtIY AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ LTKA-1 1604 OF THE ) STONE, 0 CONCRETE , WCWO $CARP$ 1# FOUND ON THE EdiT5RN0
<br />ELORIDA BUILDING CDC.. WALL. ANCHORS SMALL TO 1HE MAN ST•TAJCTI/RE IiEHNO SUCH PANELS,
<br />NEDUIN
<br />N ANCNCTNCE SHALL !B AS MENi,ONEO 1 C 1� C2) h C.4)
<br />S MENTIONED C.2)T
<br />2, ALL ALUMINUM EXIRMION$ TO BE $063-16 ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHAD BE IKWM3.L'P. PULLOW04 ALL OF'DtE.'4LE.0 MMEN01ION5 AND $PEMMATIONS OF 'W ANCHOR'S MANUFACTURM
<br />3; ALL ALUMINUM SHEET METAL USED AT CLOSURE:,.. SHALL NAVE 3105-H14 ALCM, B. PANELS MAY ALSO BE INSTALLER HORIZONTALLY FOt2XPING iNSTALUATION DETAILS SHOWN fie SECTION , TNROUON B (SHEETS 4
<br />4. ALL STEEL SHEET METAL. PANELS SHALL HAS STRUCTURAL QUAUT! SnM_ ASTM.A.-65J GRADE 80 MINIMUM. 0-00 O4.YMI2ED iNRoucm 5) OICEPr THAT towso a* SHALL NDT IRE USED,
<br />STEEL DE90NA114N W/FY- S2.2 Arm (AFTER. ROU"), S. fT SHALL Of TW KPONSIBILITY OF THE CONTACTOR TO VEWFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE 9FANU3S STEEL 304 OR 316 A51 SERKS 09 CORROSION RESISTANT COATED CARBON SIM AS PER ON ATTACHED TO INSURE PROPER AiCHD�CE, THIS SHUTTER SHALL ONLY 9E ATTACHED TO CONCRETE $LOCK OR WOOD MAW
<br />MaiSWIS W/ SO VELD STRENGTH AND 00 W1"StLE SARENCNI MO SHAM- CDAIPL4 W/ FLORIDA BUILDING CODE SECTMJN
<br />2411.3,E c ID, EACH REGULAR STORM PANE, WTT3 LENGTHS OVER W, AS PER SECTIONS L 4 4,, 5, D AMP AL1VWATIVES 1% 3W R 4W ON
<br />SHEETS 4, S, a at 7 RE$PECTNELY, SNALM. HAVE A YEiHBCE M1NR READILY IRSTBLE fAAWA9ND IKaS1RUCTIW4 SWISS 0R TMNANT TQ
<br />$: TWITS TO BE ASfM A-SlO7' OALNlWA2ED 'at£EL.. OR AASt 904 SETTS STAINLESS" S7Ei4. 'A6YN 46 Hai MINIMUM 19ELI7 SARENGTN, SECURE PANELS WITH APPUIs1BLE REIN:bRCEL1ENT OORNO PEWD • ,iURRtCAN WARNN&.
<br />7, ANCHORS TO WAN. SHALL BE AS FOlOWS 11. THE INSTALLATION CONTRACTOR 15 to SEAL/GAU,K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONRNUOUS CONTACT WRN
<br />iA3 TD f34L4atlG POtTa+� CONCRFtT` THE BUILDNiG TO PREVW WIND/RAN INTRUSION
<br />- 1/4*0 TAPOW ANCHORS AS MANUFACTURED BY LT,W, BUILDS%, INC, (M m r3142 P. ,,) 12, STOW PANS. WAL LATMTN SHALL COMPLY 114114 SPECS- INDICATED IN THIS ORAAWING PLUS ANY BUILDING MO 2ONIN0 REODUUois
<br />-, 1/4' I x 7/8' CAJt-IN ANCHORS, AS MANWACTJRED B, DEVIALI We PROVIDED BY THE JUWSDACTICN: WHERE PERMIT IS APPUED TO,
<br />- iNl ` 13/4" SOLID -SET ANDNDIfi$I AS DkSTWBUTEO B"f Ata NUtNi SCREW, SJE7 SPECIALTY CO,
<br />{Alin, P,s.L). t3. (a) THIS PRODUCT EVALUAnON-OOCI NEM .{PaE.O,) W THIS 131GINEER is OENEWC Mo DOES NITS PROVIDE INITXNMATWN
<br />0 PANTN,
<br />- �i4-t0 PAHELM47E FEIAALE ID 4 FANII,MA7E' PLUS ANEHCaR",a, AS MANUFACTURED FIY ELCO CONSTRUCTION PRODUCTS, FOR A SITE $PECHC PROJECT; Lw. WIN TW .MBA #E C00101 N5 DEVIATE FROM THE P Ep.
<br />- '1/4'0 ZAMG. 11NLIN ANCHORS,. AS MANUFACTURED BY DD t,T. INC, (b) CONTRACTOR TO BE RESPDFISMiIE FOR THE SELECTION, PURCHASE AND I SIALLATiON INCI.UONG LIFE SAFETY OF THIS PRODUCT
<br />A, 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL ME 1 31e; 2' MR ELCO PANELMATE AND BASED ON THIS PXD. PROVIDED HE/SHE DOES NOT OMAIE FROM THE CONDITIONS DETAILED ON INNS DOCUMENT,
<br />CONOTRUCTION SAFETY AT SITE 13 THE OWORACTOWS RESPOMSIBIUTT.
<br />1 3/4• FOR 2AMAC NALN ANCHORS.
<br />A1) tiP41S-N IN SOW -SET ANCHORS SHALL BE EMBEDAEO `I/H' INTO WE .POURED CONCRETE_ NO EMBEOMENT INTO (c) THRS PRDDUCr EVALUATION DOES` WNT WU BE 601420ERFD INAUD IF MODIFIED,
<br />STUCCO SHALL BE PE NAM. 114' 01 20 SCREWS USED POLL BE 11/2' tow ?3NNIMUM SHOULD, STUCCQ EXIST, (d) SATE !SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORA RE2SMRM ENGINEER OR A%,;FNTECT WHICH WILL TIECOMIE:THE
<br />AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MATBE NE40M 5tREM'r• OR ALL THREADED SCREWS W/O 14M, 04MEM OF RECORD (ED.R-1 t{RR THE PRWE&T AtftA WHO WILL 9E �E FOR THE
<br />BUT WITHWIHC NUT. ER USE OF THE
<br />SUENITET
<br />PS-0. NOINEEA, SHALL TOO THIS LATTERTTER'OW SITE SPEOM DRAWINGS FOR WNIEIV.
<br />- A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAYERS, STU= OR WOOD BONS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. M040 S SHALL BE LONG VADUiHH TO REACH THE LIAR: STRUCTURE MOM SUCH PANELS. N) THIS P:E,O. SHALL $FAR THE WEANDORIGINAL SEM AM SN:NATURE OF THE PROFESSIONAL
<br />ANCHORAGE aIALL BE AS 140MONE'D N A1) AND IN A2). ENGINEER OF RECORD TIW PREPARED IT
<br />(B) TO f,),t{' C„ P, ETE. )S3ICP4 waa! Aeru C-9a• 14. SHUTTER "ILWA'CTU FOGS LABEL SHALL BE LOCATED ON A: READILY VL51$LE 10CA71ON AT STORM
<br />"- a/4- F rAPCQN ANCHQIIS AS MANUF'ACTIA" BY L T. W, UVILDEN. NO. PANEL. SHUTTER N ACCORDANCE IWRH SECTION 1709,9.2 Or FLORIDA BUILDING CODE- ONE LABEL.
<br />RV OPENIf,O• F 'ttlNO 7D COMPLY WVTN SECTION f70B.R;3. OF ME
<br />>�8UI�
<br />- i/4`. t x 1/a' CALK -IN ANCHORS. A§ MANUFACTURED By DEWALT, INC. � A
<br />- t/4'41 X 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW.: 800 4 SPW&1Y CO.
<br />- #14-10 PAWAMATE I'D,W.E IO AND PANILAAATE PLUS ANCHORS, AS MANUFACTURED $Y ELCO CONSTRUCTION PRO LfINNFI
<br />- 1/4• t 2AMAC NAxiN AWC ORS. AS MANUFACTUREP BY DRALT, INC
<br />9,1) MINIMUM DAMOMENT OF UPCON ANCHORS, arO PANCLOTIM AND 2AMAC NAI N ANCHOR. INTO THE ANCHOR..
<br />FLDRIDA: BUILDING CODE High Y.lDo Nutrtaane 1`Ona
<br />BLOCK UNIT SHALL BE 1 1/4-, g
<br />;`
<br />SZ) CALK -IN N WL."ET ANCHORS SHALL BE EMBEDDED T/B' INTO THE CONCRETE BLOOM UNIT- NO too, %1744 57 °8 °Rom' 24 Mar GALVA"m STEEL STORM PANEL !;
<br />STUCCO 3tMN.L BE PERMMED, 1/4' w-2O'sCREWS USED SHALL BE 111r LONG MINIMUM SHOULD EXIST, 7{r C"R+•-= '-"`^"s ,rMYrF�AW�rr�rw.'
<br />AND A' MNWIUAN M'OR 1YALL5 WITH NO SPUCCO....�yr STATE GLOOKp � ' m p .
<br />..
<br />Y': AiI MNC
<br />'$,3) N CASE 11LAT PRECAST STONE: IXt PRECAST CONUHE7E_PANOS, STUCCO OR WOOD BOARDS BE ' R 48445+t 3i )LRCM'
<br />• 1.
<br />P °!r°'-� iL 20-175
<br />�©A(. (y\ w.�.�'w mI'-,IA�I Pitl
<br />EXISTING WALL. ANCHORS S7WL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SiFCN S+ MOW, 0MA3Nm-7 M OM3sNe4 NT
<br />ANCHORAGE SHALL BE AS MENTIONED N 8.1) AND N $2), /DIAL ' G LQPe D a. r I Y w °IMaN Mc
<br />MNANIRIEH, Pb }fAL/aIAWMe,AM1H u',.e,t
<br />PWP A TM}A ,M».lYY.. ::>• yHa, n eF 1D'
<br />f
<br />�V
<br />INUAL31
<br />S' .1 AANEL
<br />R JL. R PPOURED
<br />(7J
<br />_
<br />CV
<br />20
<br />'� CONCRETE
<br />i
<br />�OCOMCRETE BLOCK
<br />CONCRETE B.OM
<br />�
<br />-
<br />CONCIlm ANCHORS
<br />CONCRETE ANCWliS -
<br />Q
<br />SEE SGHFDWE ON -
<br />AF2,Y5 9 THBDUGH ro0)
<br />SEE SA9ffOLa.E ON�'-'
<br />( ,�•q
<br />SHEETS 9 VAOU04 10) { }
<br />�-r
<br />y� D.
<br />.
<br />•
<br />W/2. "t/4`
<br />�,r 1/2• .,1/4.
<br />IXMICREFE 0U0Ck.. .- ,3 A(N•a-2d1 BYRE
<br />REOAIRED, (� -.BAIT •I v4*-a.0
<br />CONCRETE ANCHORS ^ ..�
<br />11HR0UGN� To, ~lit f
<br />r'�
<br />N
<br />I
<br />f t
<br />e
<br />l
<br />1
<br />I
<br />,
<br />1
<br />L_..,
<br />SEPARATION
<br />fQ cuss.
<br />EXISTING �- stIHED1AE
<br />CLASS 9FIETET 3).
<br />I o aL RR NMAL
<br />, 1BpM aAW r rN
<br />_..( ..__ _, _.......,...:.._... - 'I PA%.. FNOTN
<br />(SEE sOMEO » f oa Y sn,: rn
<br />p ON
<br />,
<br />Ea. I
<br />I
<br />/ i
<br />{
<br />1 , t SEE SCHEDULE
<br />it I
<br />rMll, SEPARLLIIGH 1" MYNY,
<br />CONCRETE ANCHORS_ f�
<br />(SEE SCiM'DULE ON' S.
<br />l
<br />1 ON SHeEt 3 )
<br />_..i .
<br />p r 1n aAss.
<br />'I PANEL. L-OUL1
<br />-._.__ _ PANEL
<br />0 THE (SEE sCI£OULE .. ; (SEE 9CET 3)
<br />I-'._" 'T_" III °N 3) DI1 SHEET 3)
<br />I 1 GN
<br />f
<br />SHEETS A-Ti}ROUGH tEX
<br />t
<br />1r A `
<br />I of •
<br />0[As b I '
<br />0E/s5 "r t
<br />x ;..'
<br />€o. I
<br />MAXI
<br />1 ...- 1 47"',Z4.'A• z -
<br />t"Aa eoL
<br />,, 1 SON
<br />I MAX.
<br />t
<br />y
<br />s
<br />i 1/2'
<br />..____.LOLL-_- .�.. t ._.___._. i
<br />,may= •.�...._..j !
<br />r ;>�! ry -
<br />5.
<br />W Art, Wa¢I HAD
<br />n 3tAcw
<br />�i/�4•-7pi1' "X HLI W/'1N1,
<br />CONCRETE BLOCK i.n " I
<br />REOUIREO:
<br />i' CONCRETE. ANCHOR
<br />(SEE SCHEDULE ON -3
<br />J ;EO- i.. ♦ t9 T/X:' As.
<br />of:_.----.:--,J
<br />SETS 9 THROUGH ;01
<br />,,,,,-,ALTdtwATE
<br />f LEA LOCATION
<br />1 MM.•--
<br />'• '-{.;U
<br />SY/Qt MY WHEN SOW
<br />SEi & GSA.1S-IN AN :.
<br />ARE LIB£II & W/ WHEN "-'-CFI CommPPWRED CONCRETE
<br />ALTERNATERIM
<br />GoNaRETE
<br />CONCRETE ANCHORS v
<br />CONBLOCK
<br />� WOLF ,
<br />ANCHORSC BLDCN TIECIIIIEO.
<br />(SEE SCHEDULE ON
<br />SAR SILrD�
<br />SHEETS 9 THROUGH 10)
<br />SCHEDULE
<br />ISLE; 9INFON
<br />(SEE
<br />SHEETS F 1NRQUGH 10)
<br />SOME 3/Ml•
<br />AdOUNT
<br />-SCROLL ]/B�t• _
<br />�NAAWelMIIItNrA,N
<br />CENs'''r si
<br />FLORIDA BUILDING CODE (Nan 1 h W
<br />Hurricane Zan®
<br />Lo. r EDGE DISPANGE
<br />(SEE SCHEDULE ON :
<br />NOTE' EN nON OF SECfH1M5:
<br />TOO & BOTTOM MOUNTINGS CAN. BE
<br />, t -
<br />' 0. 44167
<br />_*' '* +*?
<br />`; _
<br />STATED _
<br />s�'.• F.
<br />C7
<br />� IAJFSO, sc. 24 GAGE GALVANlZEG STEEL STORM PANEL
<br />4e�nr aW/2T/2mI
<br />GLDBAt PRDT CTti51 PRODU LOG.
<br />1L ECl�rN�. 9;Iai CMAM
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />. R` i P . ,.
<br />OR4D .
<br />Nw BAR. 333 94
<br />A"'a Aw, r
<br />'1:0•-175
<br />: INSTALLATION.
<br />„ ♦......,
<br />syMJAH fQ •••••••�
<br />,ems... rr. a aT lllora: Aso FAX 0114)01R=a•La7..
<br />MCA-ae>�,9 Ar. w
<br />- INAIII Nr•
<br />®M�,4x :
<br />Alm' ! tr R
<br />-,-.a
<br />N
<br />O
<br />c-
<br />(n
<br />N
<br />�
<br />O
<br />aw•A
<br />U
<br />(U
<br />O
<br />0
<br />Q
<br />O
<br />O_
<br />C
<br />C6
<br />-O
<br />CL
<br />O
<br />O
<br />.O
<br />O
<br />0-
<br />0
<br />Cv
<br />Est
<br />\ V
<br />C
<br />O
<br />O
<br />�
<br />CU
<br />LL
<br />%+-
<br />O
<br />CU
<br />.�
<br />-0
<br />E
<br />O
<br />U
<br />Q
<br />Z
<br />STALLAT . DETAILS FOR REGU PANELINSTA ION DETAILS FOR REGULAR PMEL (1
<br />INTO POURED CONS RETIE OR CONC QCK S UCTURES � INTO WOOD ,,STRUCTURES _ INSTALLATION DETAILS FOR REGUL,AR PANEL_ M WOOD
<br />'-----E�. rT1 > j� .t,. _ `' 4...-»-• t SEPAR nON i (D )
<br />To
<br />ALrEN. TE ',.' sOHSWOOD o ANCHORS 1xI " •„�."�'`� 1/ss»>rAAH' r._..,•--{sE �,.t. AI/a Tea4°tsHrW ' p'` l . //
<br />tREfE ANCMIOR.S. SEE SCHEDULE UN RFG :,- .,,, F. s. ,1.'.. SHEET 11) .-; .,..M' { (.BL '"�. s. f A'tr el } p=F ALTERNATE LEG
<br />1 SHEEN B THROUGH LEST sTwG Prw EtF w a 1 BEAM (REa+REDr� cT J r
<br />R'R1RA�UGHO14h CONCRETE BLOCK C -T F
<br />p 9��1g��/Y f
<br />t 7E&14TE LEG ZF. . Bt.00K : ,. t UaIw1K HASH 7 'J Cn
<br />v (� OEM OBE CERTIFIED. BY
<br />W4oa s / E _f _ �`'.. .-•``�
<br />ENOMMER OR
<br />EXISTING POURED ; I�E'D. LOCA71Of SCIKEOIII.ERETE C WDDD HORS' ^ ``t t t "' LJ' O � `: " ';, / pl. •_, - i 0 `§ 1 �� t .- A�RCHRECT�T+Rk7R 70 B14IJfTER _ / V !'• 'a.
<br />rJ3NCRETE REOLAI�1 SHEETS B T1RTlAWl1 1 REQufRED
<br />' F �. % (SEE SCHEDULE 4N- + -1 a I i - - - ':.. ON SIMEEE 1 NSTA.IAIKR4, 7 ✓ ,'` WOW
<br />3 y_ t-Y xsr. g: �f I {; 1/4 $REEF dt) cr tT �.. ..,, I I �. SPACER .FOR = A WYL?OD ANCHORS ALTERNATE � .1'( 1441• W�aw':tFW
<br />�� f "•t ' 441 HIDC wNN§A f J,aX. .. m t g _ 1 N 3 . EE SCHEDULE aN (SEE SCHEDIAIE ON :. LAST t t A'
<br />r -#a } jN• s6 a "AT
<br />✓' �A. r,,. 7 r *, E :.,, 4 ;. -a1"• ,i�;6Ex tcAr r' iM LAID" 1 4- 4 a/ /_ .,. f ;SPr It . )I Or 1.• l : SHEET Tt) - SHEET II) -LAST _ ..,.
<br />-�I/ .>^-T1x1• aJL wa WgA,NtiT„. /_ : h ' a A tr,. 1 I t q , r . T/2 • m r/2^ at.
<br />i
<br />iw111': CONCRETE ANCHORS s .,r n.. •,7',. GM;7 .;:4 ;a ,.�.:._.e.._A...,..,., : 4 c ) ;, I ...-_,Ile
<br />,', M
<br />Se"mulE. ON /2' ' t .:..." ..: "s ,_,2• S, y mat) HEROES i! ) 1 I EO t �^ , A t /
<br />(SEE r /Y ;L. 1 - A �; % • ,y L REQUIRED 11y HARM A. I 1 ____ 1 ' 1 vAX. WaOaHEAaF,R.�_,_. t" Y `• I, �.,. .�
<br />1{ y SHEETS B THR061GN 10)EXISTVri - MBA.,. : A t y
<br />1 8 I Y - I j! ; i _-. ; f'. r - - i iiE �i -REQUIRED ,'1 ss... t /•1''-loe+" i
<br />Mmr. {-� I •'. t. : ^....- - I _ '✓ f EQ , �- r }' r i �-..t_ \:J �` i / sr' , } `sI 1 w s a %4
<br />1' SHEEaLIE: LJ ": 1. _ .. I t ! i P Y , �--'C� 1 I (SEE SDNEwIt£ QN ,�: j , ,°•Hirt. �" f
<br />t T' PANEL UNGfMi I I '' ) # ?` M6UL TANG ALUMINUM $PACERS O 12 i t I 11L00 Is f2i A
<br />ON
<br />SHEET - `( 3 I 3 S , D.O: EELS TABLE /? ON SHE,kT TT.) 1 1 91EST T1) ; M I V
<br />p 1�.N'}I-maY a %may/ I 1 1iRl• { FOR SPACE# .:.ARK.. 1 t. 3,.: ) A : § 1 r :NmTE "` BEiA1W FOA MNRATNNS FOR 1 ,AM, 11 � ) ('��
<br />SEPAfNnON, 1 ., i 1 'L... MAX. 1 :� MAX. 4 �. A 1 T/2 LDrW SLEEt+ES, !SEPARATION 1 i'�.3.A - (, 1
<br />S._.� _ Maw.a,A"' i , iQ AA.ASS. ON STEEDS 1 SCAAEM70 ILE It T+MILL L NGTH 4 FIAN4 LENGtH a i ` i { j CLA55.(5EE I t t ?.
<br />- ON TO MRASS: t 1M3-aa,• ism %CHmULE ,.,t.Icr4.. - B 3 ,D i ( i'"• E SC,fEOLX,i , I (SEE SCHEDULE t
<br />1 1 AnatN.0A,1 7-t? I _ sa aa,a l T rXi SENSED -S) i _„K1.S ea W 1 at SHEET 3) , :ON SlIEEf 3 f. —_` ON SHEET 3) i t f - 1 - ON SHEET 3) ,.i ._1RtI• I 1 / -: rEPARATYDM7 TO gASS, 1 1+AfMr7• AiATE FID,UIE IO QR PA,O1 MATE IOLiB w
<br />:E -t-- _� �.- 1 MIx• --� i SCOiEDULE ON 1 #.- -: Nis, _ T . ALA a SPACER' 1 t t a ) -_.___ -. _,_ i ` €: PULE _ SCHEDULE ON SHEET 1t1/44.At l A4Y1O
<br />p 1 ! PANEL LENGTH SIBET 3 I4'W wMYxneL 1' Max• L__.._ . SON: sna.. . „ _ l s2a4' M.- ; ^-...._._ - „ ( ) .�� __._;._i f _MT sCAWAiAE ON SASSED 3)'_.. i
<br />F,-� _ c UPON aABE 7'•R,! S .:: _ _.._ _L__- gg ad7s W I 1 { r 4 1 : f 13 __� -"'rr- oA34 7'-d`! Il1 -4 ._ I PANEL u0im"
<br />AOam iMA Y•C3 PANFJ. LF3NGflH r ,T [ a I r Min. rIr I --,� R, t, ...._ J I -.�._ 1' M1l1�. E4..............y..-
<br />a "TAn ON SKEET S) fX)$TI t .. L� (sib• SCHEDULE 1 .y „�,.,..,_. 1 F 2•M4' WOOD .-.-� �-'-- -----`T :PANEL LENGTH • T. A#MYM tuaW 3'-AT ON SHEET 3)
<br />E SEPNtAnaN 1 , rNC�y 1 CA. y1GST. y) O 1. 1. y Ti l t �uawm aAiA r^Yf 1 m_.....GLASSt TD CLASS. ` I t PP:ArE REQUIWEU' I ISM SCHEDULE � __.._. ,...�.,�. .r...
<br />tD QLASSS ' } =111 1 1 GLASS1 s• t -.�_ 06t AaI ANAL._.....-. • t V 1 - ,.._,L._„ � ON $NhET J)ON iWY) .4� " asE 4Vn AIAa. IEEE SCFfFdTUtE�-•-�x� 1 , i
<br />1 # t M QN SHEET' 3) 1j j 1--'^E
<br />Cn
<br />i Lu t• QP 1• I �.—. T3Ix� �� �--•---
<br />(� I MAX - 7 : MM1x. Y 1 t 1 t - = ? ' I - IPJ i SCALE 3/awl' r 1 s I # OF 'L'
<br />{ r - 1 SEE TABLE } 1)N 'SHEET 71 iDR MAX, PANEL LENGTHS & 1 �t
<br />8 tz 1 OH:. - ..L_�..„._.) E•b. # Y•
<br />\:l �t -,-L -� EO, 1 - . - FACER,_ 1 SOM L._._ , 0 t2 t/2" O C 1 i MA%
<br />( /2` s ' I r. IENGDN T ►ux. j OF i.' r_p ^a - 1 MAX. AS. LORDS FOR THIS NNS'TAU ATWN. O .DESIGN
<br />e. ! - ✓ '..t/Y 1. 1 1 1MX ? A s 0121/2'CD
<br />O.C.
<br />E
<br />_......3., _....^..J -) € b,-.,. 4Y-ALOE' L. ^--__ t •.. :r,°-; *.: t2 i 2"
<br />."Rc?A+NArMa19 .,,-...._ s 4:*:• / DEG, :,.._: < /
<br />-- M a 11T4's0. 8 • 1 a L.., `.., I I " p „ #{ NOt" j 1 CO' i°' I �. 139 sca
<br />3CENNCRETE ANON�$� t CONCRETE ANCHORS A' f 1'
<br />E)O511NG PO (SEE SCHEDULE lOF� (SM SOHDDOLE Qt •.�-.---...-. .w--- ,._....:1 ",•., ' ` i .. , „ -
<br />^ �`g ., { '�. i a..M.,, 1 _. Ai tk ak N07E:: f I - lip
<br />q
<br /># WN3. OR Sd:NB SHEII5$ THRpU6N SO) SHEETS a lNR6U6H fU� I �2..iilB• LQNG MAX. ALitMwMW4 � - )STAGGERED W/ MD
<br />RDDDIRED r. CONDITION) r SINGERS e a 1 a" as VA1D FOR I i F (SEE SCNEOULE ON sR m1 IA Lwr 1Ie +Err Later Ke t -
<br />/ 4
<br />s P 1:ONC TE .. l AIL pESIiN LPADS A1� PANEL ' [ f 1 ' _ F- `11B• WOW Ii
<br />CONCRETE EriS'TMC.POURF� CONCRETE,.I 'tEliGTfi$.PER SNEE'T 3: �,.. t '^Mm." Y. %i 1 4 tE IL
<br />SMELT T7) iCK REONRED 2 ws WOOD WADE tl �. { 3} :;. : ANCHORS L
<br />OR. CONCRETE Bt.00K t...(� - { I{1116wUAwn a tNWIFD 70 A n,Ns SWXW eYMmK+B Hall is`-9' rg,.,- ----- REQUIRED,
<br />KIOtW/RETE :ANCHORS._.. ): REOUIREn: 1`. MAX, LONG ALL»MINL1Mt SP,MS3i5 •' 2`114' WOOD _,_, I 1 i 3. ( V ,*-. i t } a i MAIL sIAR IgOF AIDONT 6 A RIaRILrRPN PgiM AIIY[ W WD A/IGIIDRB u.............._,., _ +_ 1 t :,; -SCHEDULE ON
<br />(SEE SCNEWLE OM REOLREO' PLAE REOWREO , , ,.* wOOO ANCNBRS {SEE SCHEDULEDN .... 12. 1/2' GC, (SEE TABLE Al ON 3{t _ �_atXUYAIR MI5NR aAwMYNNTFL RN FMR'T aSHEETS 9 'THROUGH 7.1 -co
<br />k j
<br />,tWI STUD 1°:f'dL. tiRPAM+TAODH tO 9 ,J�..,Y ` �'VY�E REQUIRED LpL,y�aAMll.�INMwsE MYAIWe m ar SHEET Tt)-'`_,----•_-'.�: ,-.,_.__-..�.. s'.`T it)
<br />SHEETS 8 e 10,) " s i.SfATEDULE ON d,�R 1 4!a,Vf. aiB1T i} aOTEfIL FWdr ,2 1/2'-a.0. SING NO ..__ ?• 1�,.- §,
<br />1 1 ) 2'-HAT'__._
<br />�!.�'j� (RE(� A3�AI�Lmown S l � AWMAN m �
<br />•�+•`+^-a'BT. t 1 ?."' f 11) w 16 + ° ' - (.� w4L VA m8i PAIL ir3IDM B tNfim w a• Ar,U1Y BPRNw
<br />scME 3/B+," SCARE s%8 1• SCALE 3/0�1" (2) V.1" 1 STORM pm LOWIN 4 I ASmw it). FROM fNElaf M1$L iDKRB ALLQMBD aX
<br />W L7f6q PRANt WxL SCALE 3 LYL N) T ,/2' caM a DamaQiu, itA mWALM. A4 N D@ OR AND
<br />M aET C IRTMAA11Wl ar 1 1%g UNHO WAGON RA RS ONLY vA>e?YX1 4) AiFT s AR XFEL RY AMAM SCALE 3/Brt" m
<br />� ypN11iNNMM>.. SME 3/8-1- (A) A181RUA7XYA W4" 00 FOR WIND t &ADM CRC NMD 1NE #M EOhaN) OF T1B adOIICA LNNNA &CALF 3Ifl4r1"
<br />•'q 1,..2 4 3 FNOc ARAM E �{7• a. T J/
<br />A, iT t�4 A.tT/ ytCEp W
<br />G(/
<br />Wl `
<br />(DIES.
<br />FLORIDA, $ IlNNG CODE Non HI h 1/a od Mar icons Ygna u0EAt ORfDA ILDI G No Ni { ur a G• 44t67 FLE3RfOA BUILDING CODE Nan HI h Na1 14urFlaana Earls
<br />PL BU N n h Vain H Ttt Ara Sane
<br />1, INSTALLATION ARE ONLY V JD; FOR MAX. A.S.O.. s W'„ -
<br />r....
<br />NM .. �., , N a : rt A .ri. �A.S.D.P2aT>OrXa... r .. nr LN51'ALLA ... RE: ONLY VOLT.. FOR MAX,. Ai 3 r - iRTrXYL<. _ e .. a t TiO.. {,. ,owmA tAI1t, COAL
<br />TIOH _ L E Q 4t FOR C M A -. F ,aK . 0.4 67 s N31� No 4 .. r cAN BE .. L1�4 D 4t T TOP 'A BOTTOM 44CA41NT NGS ION : RE RAnNG- ! -:AND' PATiEL L.ENP,T115 ., 2+t':. Y -' 5(•EEL STORM .. 24 CAGE'GALVANIk'ED STELE. S'ftNNd PANEL - 1... 8 . 24 tTAGE GAIVANIZE1 sTEEL STORM PANEL DES t7RESSU GAGE GAL ANiZE#S ORM PdINEL
<br />••• 1 rAA1N,sA DESIGN PRESSURE RATING s:TAa PANEL LENGTHS s �Nn m BGl7QF aANN Rr
<br />x.*. ,.* »•..,-.."--^---,,, -_ _: (F..} ..'it g CtiMARNEO IN'AWY wA>` TO suR ANY As PER 5CHE0ULE5 Dif : ..'
<br />MA r - 'A' .. .. ,ter a * . $t LT �..Yr. . - ' -Q f `'k, Z
<br />9 m INSTALLATION. 2 R OBE FRAME t)GTif)N. W0t33S s:..c E ,. a7/S7/;nao Mem POIt�COMgi_ TbN � �grTi,�` z ..... mA'i7lMItI TOP & DGiTfQM MDUNTINNGS CAN BE � AS. PER SCHEDIJLtS. ON SHED 3 (EtiCEPT FOR .O /q,r/p,� .. FOR NEW CONSTRUCTION: .. D I�
<br />E.O. - EDGE DISTANCE s o : 5TATE0 :iOG@Al PRaTEGIidN I SSA LLC. pqE COMBINED IN ANY WAY TO St3R ANr ALTERNATE 2Wt - �= STATE 3HAL PROTEi�`Tlfi tl PRWIUCiS t e I MOM PROiEGTjQN PRODUCTS, LOG. ,1A
<br />• f INC. '} ssi INC. A NE; METAEt£RS T4 BE SOUTHERN 'PINE NO 2, W/ SPECffIC is11 MG rNc NIo9 s,WL at tpEEt (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE � 0� ,FCppfDP,,• Also s.X. a� INSTALLATION. �'�� FIQRiD ; _r
<br />TYLT 4m@ s,w. 61 ATILir DENSITY OF 0:5!s OR EQUAL �OhiAL E A .••+? a IA,aE;1E mw Z
<br />SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY =.,...... • Aa AR 4,, a am: ax®s n xYr °� !i• 2D^ 17S
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD xr a1v, a r : aarnaa A mr ° R- asstA 20-T 7$ NNFttnHANN4r► w. r aAA xYae4 iTaeIIA ,c a1r 2D-175
<br />INSTALLATION. 9 '{Gt1 ' RAw, tFNW m-,pa,, r. zp� m-4,M TauAC Lt6A)me- :FAIL: dais a?F7 - ,�` •+..... aMq . r t+oM a,-wr PIprWA H>aNA�•7sAa. rAe CR6.1Mea-1FLaM. _ . t+m aeq m.,a» waY�. t9a4M�-»+a: M. LI�)EIR-trm
<br />Aatki 'pAr A1MMwz Na MEMBERSTO E SOUTHERN PINE No 2.. W1 SPECIFIC �tf S� rA•aaMTtA ++w4 am: ° 1tI+� tA*'pRR6'a1w '"a.
<br />4NNtfl9+ - : DENSITY ik OR EOUAU:. tNFIRpI - VC. aa1L/ Mi+1UWE/DA1js
<br />,. RIMINa N. Q
<br />- IW.TDI A A`. P,i : tAm31' 6 W 45. 4 GILT 8 DI ,a NWLT[R A 7IAR.,J ,ML A•MIi 'i or"
<br />_J
<br />a
<br />SHEET N0.
<br />SH 1.3
<br />
|