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<br />MAX A` 'j ` SECTION A —AA (j )
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<br />MOTES:
<br />(1) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GWEN POSITIVE ASD. DESIGN LONG
<br />L-- MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASD DESIGN LOAD
<br />(2I PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH:
<br />GNEN A POSITIVE AS,GAE . DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+' FROM SCHFDL
<br />OMEN A NEGATIVE AS.D Of -N LOAD, DETERMINE MAXIMUM PANEL LENGTH % FROM SCHEDULE
<br />FINAL4AWNUM ALLOWABLE PANEL LENGTH
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<br />BETWEEN i+' MD 'L-'.
<br />(3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY OUAUFICATIXN
<br />I MSTALLATONS INTO W000 ARE LAMM TO 1 95 PAT MAX. ASO. DESIGN PRESSURE RADNG
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<br />y ('/N�� • ON SFJEET 3) ( SHEET 3)F
<br />I I 1 PLUS (SEE SCHEDULED ON SHEET t,l
<br />1 ( 1 1 E
<br />I 5.5 6h 5 W
<br />I i I M G oA74NSC� 1 MITI ! I
<br />1 �.. (tOi Fca wan 1 SEPARATION t I
<br />EXISTING I II/2atl, Oh. r-rT} EXISTING 1 iO G1A55. ) 1 ; 1'A4' WOOD
<br />11'I
<br />R PLATE REOUIREU
<br />GLASS I CUSS ,- SEE SCHEDULE _I I T' ,'1
<br />.,_
<br />I 2 :: I I I ON SHEET 3) 1 1 DIRECT MOUNT W/ SPACER 6K
<br />e ALTERI�T,IVE 2W' -
<br />I I' 7 I- I 1 _# i i N
<br />I t I- .) -, , I. ' I I e 'Iu SCALE 318z,-
<br />1(_
<br />I p I � 50s r - --U 1 4 tl 1- I/1' O.C. SEE ;ABLE (I ON SHEET 11 FOR MAX. PANEL LENGTHS A
<br />f
<br />1 I OF 't' rI I ,. I ' MAX. AS.O DESIGN LOADS FOR THIS INSTALLATION.
<br />ip
<br />1 1 I I 'Y ' MAX I L" t (
<br />`-
<br />L_... 3/4` I ICI 17 ,/<"' CC "L L.. 'I E I
<br />N ,� I I , Y - .-.- " _..._. -_
<br />(:
<br />L ,_I I i I I WOOD ANCHORS * * f
<br />-
<br />( -AI I I i i., STAGGERED W/ STU
<br />EO 1
<br />_1..�__,_L-_ -- i (SEE SCHEDULE ON SA CG w wY BE t t/7• CONG R
<br />-. ._ _._-.-. -._ .__._.___._
<br />;'
<br />I J/��} 1 i : SHEET I i} (1) ACTIVATION FS UNITED TO A OFB SON SALDARS AFFN 15-0-
<br />AUX WA HOOF FIDR ETH A
<br />i 2'XA' WOOD 'I. *B�: BOOT NOON( A DID ON ITmY ANY
<br />_ A„/ I ft ON 903T 11 . I
<br />ING y A D
<br />PUaiT_ REQUIRED i ANCHORS I ' BULGING WD SHE )
<br />i (( WOOD I• NON, UP�� TO GLASS INWIATED I 2'X4` *001) '
<br />.. STAGGERED W/ STU ' DIET yT 3 MAY BE REDUCED To I/4• AS i .. - f PLATE RFOUIRED (2) ANCHORS OOWR TI40.T COMPONENT 9A (PANEL MATE FEMALE to OR
<br />I (SEE SCHEDULE ONO,._
<br />COIN A4 TfiC FOLDWNC CONDITIONS ARE - ' PAIEL MAR PLUS) SIAII BE SJMCED MAA111N AT a Ile O.C.
<br />SHEET I I1 COMPLIEDWT, (THIS 6 A IESONCTM FROM 12 ,/ ' O.O 9PFC/JG -GREG ON I
<br />I I, (1) PRESSURE E,EET 4j ,
<br />.I
<br />RATING a NW�lb1GN
<br />eS P.A.I. (3) WA 24 GAOL PAWL LENGTH 5 LMOEG TO 65' AT ANY DIEING
<br />- a A SHEET "I FROM lAR@R PAWiL tENCTM N11WFD ON
<br />SCHEDULE,
<br />Y NTTING DI CT MOUNT T ,1)
<br />_ (2) MAIM" STOW, PANEL LENGTH AlTlJ»VeYLY
<br />72. %�
<br />WALL MOUNTING (]) STORM PA,a, RBTALLA1aJ 6 OMY lU•IERNATIVE 2W (•) 1 t/2• LONG SPACER CGIaONENI IBAIB 0041 WE AS YNNrATED ON
<br />SCALE 3/B•1' 16txtAtgw Dr I i/Z• Laws aPAOm 9A I!5 pAY
<br />VALIDSHEEO2.
<br />ALTERNATIVE 1 W AUTO AN EGSRNG FOOD FRAME WNL }MID FOR WIND ZONES 1, 2 AND 3 A6 OEFEARFD . AWM
<br />SCALE 3/8-1- (a) WS,AIUIXN WILD ORLY FOR FIND E-,A4 STADOARG AND THE 202P (tI, [PItIOM) R TIRE FLORIDA
<br />SA1D•IG CODE ,
<br />ZONES L 2 AI ] PER ASM E
<br />,89E-06NIMINN
<br />A 7/A( "'.�
<br />_ _-____ __...-._-�.
<br />-- -- ---- - DER _ _ - - - _
<br />�t •....
<br />I
<br />BDgS ��3�.:'��GENse':rgs, FLORIDA BUILDING CODE (Non High VelocityHurricane Zaps
<br />NOTE FOR COA191N&uhLQF 5zC1D 'I.$' / INSTALLATION ARE ONLY VALID FCR MA(, A S 0 i- i o, 44167 camp rltn&.. We 24 GAGE GALVANIZED STEEL STORY PANEL FJ.
<br />"T
<br />-
<br />DESIGN c -
<br />Y NPR R' RATING (
<br />0._.J PRESSURE RA NC s AND PANEL LENGTHS DRAIN -
<br />_ *'
<br />_
<br />TOP &BORON MO(1NlINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - ' * c 1 A a]/2]/mm
<br />i COMBINED IN ANY WAY TC, SUIT ANY ALTERNATE 2W') �: STATEOc*^- ' GLOBAL PROTECTION PRODUCTS. LIX.
<br />�_,-1 'L� y m., PATE;
<br />I. A' TI Av - - MIST ,,LA UN O r
<br />i �i ,P •. IORIQI�.' + / TILLIT T4arwo A LTN � X4 COMPANY .eaD Ew 5, SREIT
<br />',y -e o".1, FL ,,",
<br />2 FOR NEW WOOD FRAM CONSTRUCTION: WDIJJ t.P'ir, Nam SJAopa �v,w
<br />�,`�' "'- Ow I-,m9 r a4'1 n,_, P,mn6. NPn.}mB TeN6. nu: t96+Xeb-e>6r 20-175
<br />MEMBERS TO BE SOUTHERN PINE NO 2, W/ $PECIFlC 'Eri `s/(Lr; I iNI.
<br />DENSITY OF 0.55 OR EOt 44l 1FRjuRNIBY 1sFRUA AF1oA,E °`'0°9b"I """"
<br />WART A D L., Pt- AVXa ART
<br />RDkW Lk 415 T YETI a tY ,e
<br />(_ 4
<br />- —
<br />- - ---------------_ _ --- - --- - — --- - --
<br />MEBAt NaM
<br />Awn PDR � "s s•Br1Y ! *-T weNG A1,n., Aw -
<br />---�-t :Ci ICI 7....f �i >, G.�._MIh -
<br />TT:i-WS,.L_NCH S, AS NUFACS.
<br />I STORM PANEL SHOWN ON THIS PRODUCT EMAUATICM CA'J,^UtdENi (Pf G.) DIMS EIEEN VERiFIEp FUq r'GMF'UANCE IN ACGLTRDANCE _ t/a � TAPCQN ANCHORS, A5 MAEIY 'T.W BUILv£X, INC
<br />IFTH THE 2020 17n, ED`TIONj Of THE FLORIDA @UILDW. CODE HIS STORM PANEL SPAR NOT BE INStALLED .4T HIGH - I'.4 SIG PANLMATE FEMALE tC AND PANELMATE iT,US ANLNORS, 0.c MANUFACTU0.[D E' 'c LCq ("DNS'IRiICTItIH PRODU.--
<br />is
<br />VELOCITY HURRICANE ZONES (MUNIT-OADE / BROY(ARD COUIMLS) - 1,/4'! LAG SCREWS PER NUS.
<br />WIND LOAC,S SHALL BE DETERMINED AS PER SECTION 1600 Of THE ABOVE MENTIONED CODE FL}, A IiAJG WAND - 7; IG'• A 5/8' WOOD BUSH O. AS D;S1'R;9UTEO B' ALL PONT S(AI BO-T A SPECM,TT ro,
<br />SPEED AS REWIRED BY THE JUR16VICMMN WHERE STORM PANEL Wilt BE INSTALLEn, AND FOR A CIRECIIONAL-'TY FACTOR
<br />f
<br />r 'r' TH
<br />E �I INDICATED 1 Y 7 6 AND % M ' M ' ') � '.!: P- R 7"ITN' N A N KO=0.85 USING ASCII, C SHALL NO _EL C M4XIMU As.l DESK Rf-'ter^. E RATINGS E SHEETS i OF r G E C C D O ETS 1 M 'ILA THREADED N �Ni w A R< +. 1' FOR P W ( ) C INnda EADEL' PE tTRAnD, C WOOD PCON ANCHORS SHALL BC .1 MO FLCL A ELM47E PI US 1
<br />H i I7 1 A ! t
<br />3. 9 RV 2 @ e PAMF ;
<br />AND .1.MAL_ FEMALE L
<br />I - -
<br />IN ORr R TO RIB,' TILE 4@ E}YN ,?I N UCnNAI WIND OARS 4 R T-1 ' R FWST
<br />h - VF OVE C tY U E DESIGN U L CETffiM# ED PER A>CE 6 SFUL E
<br />4 - p T COMPARE f SCREW. r ' iG A.S N PRESSURE S'R R LING @Y MULTIPLYING Y! THEM IN L. M. AR THESE / MAXFAAx 'A. 1' LRNMJM
<br />ED PENETRATION Ci SAG S_ EYIr INTO H
<br />FRAME 'NET t 1 /" NO THREADED . COCKCJ D JESiG RES.L. L A M L L NG f G•' 0 6 ORDER O Ct E ESE W. S C I CPD 0 f F U SHALL 8E
<br />1 ' 1
<br />IN
<br />F' N STUCCO - N a - � D N iH ] 1 t EIFATION INTO J.CU 41 Al @E CONSIDERED A$ ART 'A THE I 111 , �N"^ Ti N
<br />OF T
<br />_ PRESSURE RATIOS ON SHEETS 3 9 RU 12 , @. SIDE ED P 1. E EOt vRE[ RFA^cf PE a RA t
<br />I
<br />IN ORDER TO vERItY THAT AWCHIOR$ ON THIS p,EO ti TESTED WERE 40T OVER STRESSCC, A J.SF INCREASE IN AI gWABLE
<br />C ANCHORS E
<br />I
<br />_ ST E i-R I I M I 'l N TH F FASTENERS •n R I ! WN'MU4 UGC DISTANCE (] UG __ ENS INTO 0 9H .L ATr TN t
<br />STRESS FOR WIND LOADS WAS IJSEN. I ET ANAI.Y515. AS EVER$ SPACING WOOD FA$ BEEN (iF'F -M NcO IN C. E E U WtJ(1 Al BE U •HOC _D S DRAWING
<br />DUZ
<br />ACC
<br />ACCORDANCE WITH N.D. q, ua E s MIS
<br />- C.4' MINIMUM P nl?TI OF qJ HIND. SttAa' t �4' - f+ - - °'.t--M + , f MIN M STORM ➢NNEL'S AUCWACY OR 'M➢ACT AND NtND RESISTANCE HAS BEEN t/ERIfIEO IN ACCORDANCE WITH SECTION DEAD. t.1 OF 1 ENETRA WCN]D _ S .. B£ 5/b• , • 2 SCREWS USED 1 BE /.' YOWL IMV
<br />THE ABCnIT MENDOALED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS fO914 W-01 AND #Y0219.02-09, AS SHOULD SrUr'CO EXIST, ANC 1' MINIMUM FOR WALL WITH NO STUCCO
<br />➢EF SSTO `2-99 @ pSTM C 330-02 STANDARDS, AND NAERIEAN TESTING LA9 SOUTH FLORIDA Rf POET? ft `23 U+-tD AS PFR
<br />'r r - r ,CU ,r C 5 IN CASE HAI PRECAST STONE OR PR Q Wr,c PANEL^ ST M ON iH xi"INr
<br />HAS 2O• AND PRGit3rnL5. AWL' A. PER GICULATK)H5 PER+"CRNEU IN atY'pR()ANIC W/ :{rifON 16D4 OF 1FrE ) E C NC OR WOOD BOARDS BE .l C E E _
<br />CrI
<br />WALL, T LCTU
<br />lI+tR10A RUT'OPJO CDDF AH RAGE SS SHALL BE LONG ENOUGH i1 REACH THE 4ANaSTR1JCTVRE BEHIND SUCH PANClS
<br />' COL3
<br />SHALL, A Nt1 NF 1 IN 1 t 4
<br />ANCHORAGE _ L BE 5 4E. O ( C . 2) A L
<br />`-,
<br />`,
<br />i ] AL_ ALUMINUM EXTRUSIONS 10 RE 6CI63-16 N.L01 AHD• ITUPCR RINLISS CTWERWSF NOTED) SEE SHEET
<br />'D` AY HORS �} INSTALLED r]l UWTN[. ALL Of FH q O4MENfiARIXYS AND P 'IF <' iK]N' � IN AN!' ORi MAN>_FA^UR F
<br />l I C .Alt @E z7J L F fE _ $ {� i A a E
<br />5 A._ ALJYNtM WEFT FACIAL USED, AT CLUS, RFS 5HA." HAVE si 5-H,a ALLOY r• r I MAY ' S" HriRIT N v Ff � N, rN T �. TI FH. N fiI !: THR'} cHF ITS 4
<br />5 ANEL_ N ALSO BE.:N_ µDEC O AEI. x_GWI C 15 A_U (tN DETAILS ., OW ON SE. U I t CH G ( _- _
<br />•@
<br />I
<br />Jr
<br />THR I A FX THAT ,1 f T " - DUGS _ CEF' G,)ERS•
<br />SHALE, N0 BE USED I -i M P I A TTY T iM A MINI 4 :.� 6C f RANI © l� ALL ECt. $HfF F AL PANELS SNµ.t HAVE 1-iRIA.TURAt. CU l STEEL. AS E 3 GRACE BU MU .A. . v
<br />' 61'NAIFN - /FY AFT P ROLLED)
<br />S E )E G W 9 2 XX F. ( i I 'TY ' F THE T FY T ^'R `T ' SHUTTER I^ f: 9 SHAH BC IJ#f PESPONSIB + U H! CONTRACTOR TO V R/ H SOUNDNESS I f THE .. U UP WHERE MVR 7 L L E ND > L E HE E f BE
<br />I
<br />5 A STREWS TO RE S70,NLE•5 TEEI 04 OR 3,E AS SERIES OR CORROSION RESISTANT COATED CARBON TELL M PER I"', ATTACHED ICINSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO C,Nt':PETE BLOCK OR WOOD FRAME
<br />@I.I,-DINGS
<br />G ) YI II, 6tR TH TP a . TENSILE NTH i W r W' r,f1PF IO IJ - 11 N 5'G 6 NiN' S0 f E- EN. A � 9 • E SIB >TRE G AND _FILL COIN @ 1 .NC )LC A A) r
<br />I
<br />41 2 t 134 I EACH REGULAR,!'`STORM PANE: WIDt LENGTHS OVER E•LR jEL:DJNS 4 5, 6 MO ALTERNATIVES 1W, JW A Iw t).1
<br />$HET TS 4 § 5 @ 1 R£SPECTIVEL'F: SHALL HAVE a LEGIBLE AID READILY NSA@LE MARKING INSTRUCTING OWNER OR iENANt TO
<br />LE L S L
<br />E eOL•S .TO BE ARM A 507 Gµ VAN12EG SikF':._ OR AISI SC, SERIES $-MOLESTS Sl%EE WITH 36 4g dNM„M 'Y:_..E' $TRENCTn SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />ARICHORS TD WALL SHALL BE AS FOLLOW$ " THE WS7AI; ATKIH CONTRACTOR ,S f0 SEA-/'AUt,. AIL $HVIILR CU4R-`-1Nt N1 EDCF.S W#-Ifs, REMAIN IN CONTr y,L15 :UNIAI.1 WnH II
<br />CH_ BUILDING LDING TO PREVENT II RkiR Y, INTRUSION
<br />N1 r E.f T' it_PQURC2_ar iKiiEL
<br />/4' F 11 - n. -}I'n ) �i ILLATION PY i F T' 1- H A Y 1 ! T N H MAhU R @Y , W MI.I D X NI" Ni 9. 2 _ 9R1L! P4kEL M 'ALtA GN SKALD I:UM WC S E S INIXCA h THIS I1W1W"N^ FI J$ AVY �I U#h. AND 'UN NC H.OV 1+9, S
<br />APC ANCHORS es Ac . Ep 1 ,. c ( ..,) s L TD _ e, L _ u a
<br />PR I i"Hr ,I' IRIS CTI FN R" C RM+i WI IF i t • ]ViDED 6 _ . -O C WHERE E I- _C L. t 'A' !CAL.-�iN AN -HORS MM461FAC.ILR D t IN[. C / P' C A5 E PT D:WAL
<br />f
<br />I /4'• H R A5 Y'"iR Y LOW. SCREW -^ (' lY S a SCLTCrSEt ANC. O 5, U> iRUTEC A N Q _{REW' B(il 8 v-E.lat CO
<br />/
<br />n
<br />(M.,, J't-JL]!DG p.s.,.) .. , i 1Hi.' oR(ODUCt EVALUAnOt. DOa:UMEM1'- (F.E O 1 P'REFAREG BY H15 ENGINEER IS CENCRTC ANC GOES NY" PR+]4171E Ihr15RMATRY+
<br />-
<br />I
<br />t 1
<br />R n iFl WH RE '1!E StFR tM. THE R. 0
<br />PROJECT. CONDITIONS
<br />f,N_to PANLLWTE FEMALE RI @ PANEL -MAID PLUS ANCHORS. AS MANufACTUREU 6> ELCO cUNS'Ru� Ku+ PRODUCT; 0 iTE SPECIFIC P1EL e F TE DEVIATE C _ E
<br />I
<br />. I/4'• ZAMAC "LIN ANCHORS AS VIRRuFACTUR BY DEW I 'NC _. EG �_ u TO RE '➢ INSTALLATION
<br />( t: CONTRACTOR D Rt q£a 5.' FOR THE Cil I: FUR' f. AN INcI I N M lr-� ^F THIS PR ' rt (7N RUF STELE 0 .HAS 0 _ XJ.lA. _ L 0 _ U SAFET'J .. S Wu.
<br />'T - BASED ON THIS P F O PROVIDED HE/5HE DOES NOT DEIIAIE FROM THE CCNOF• ON,; UETAI-EL ON I tl`_ TYJLUMf NI
<br />A I t F C I P Ir-^
<br />i' 1?/a• P UMNUN E4 AMEN' O fAU*('ON Aµ:H(1R_ N U W t. tCNCRET_ SHALL BF .. 3 eE
<br />. 2" FOP 10:0 ANELMATE ANC � 4T ^: I THE CONTRACTORSR Y I'. r
<br />CONSTRUCTIONsa:FET aT[ $ E ESPUNS LH 9
<br />,/A' IE,R ]gNAC HALM AYCiiR�F$
<br />(c) TNS PRODUCT FVALJAnON Dry:UMik' WILL BE rONS!OERED INYALIO IF MOD'.FIEL
<br />i INTO A'I CALK -1N 0 - R :n PHA � 7 8• INTO THE POURED CONCRETE DO ! rtM N NT-
<br />c A 5 L1DSt ANCHORS � Lt BE FMBECOF. /. NE ..MELEE. E
<br />' S , A I i t MINIMUM SHOULD T C'. _
<br />STUCCO _DOLE. RE PERMI C ! (1 SCREWS US SHALE' EK 2 LOFW MN 14 S I,J UC. £X1RT TOE CD / lP S 0i CW F'P 8 RARE Y A I' R R •. k ^# HR :'• HH"•I Ne ")Mr 't (-
<br />SEE F' J 5 U B ,U a BTE NV WEER OR AR... E� W � U @E... ,
<br />WE
<br />r r_5 n 1
<br />MCI ,' MINIMUM FOR WALLS WT#H Y" �P C' , AN SCREWS OR .HET r0 ' . WS W C All. J l{. O NAr @E HEADED SORE ALL TAD. :NETT .. / TAG. ENGINEER OR' ANC WHO WILL BE RESPONSIBLE FOR THE
<br />ERR Of (f. FOk ME R L S
<br />PROPER ; THE
<br />TILE P E O lNCANEFR +ai RECORD, ACTIN AS A DE I. GATED £NG NE ER TO THE
<br />B.rt WIT), WINE, NUTS +ROPER USE 0 FCOR
<br />IN E
<br />a.D Eh..INEEA $HA.•. SUBMIT TC 'MS LAifER THE yTE SPEGIFK ORAWMGS MR REV1fW
<br />A 5) IN CASE THAT PRE.:AST STONE. PRECA51 CONCRETE PANELS. PAVERS. STUCCO CR WOOD BL+ARDS BE MIND ON THE
<br />-
<br />EXISTING WALL GR FLOOR, ANE'JIORS SHALI Pit LOW,, FW,,N)rH TU REACH THE MAN STRUCTURE BC11MD SUCH PANELS L,-' THISP.LJ $HULL BEAN THE LATE AND :Kx.INAI. SEAL AND ,nNATUR! ,IF THE PROF'; SKWAL
<br />IANCHORAGE SKALD BE AS VENTIUNECIN AT) ARE IN Al) ENGINEER (iF RECORD THAT PREPARED IT
<br />IF) Q_CALSTiti WtN;BiTr. 3LQCK-A4_LI,Fli M_Q:_YD 14 SHLITTEA MAN.IIEACTVRER'S LABEL. SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />.
<br />E 1/4. 9 -APCON ANCHORS AS WNUFM'TUREI? BY I I W BUIt IA-K. INC. PANEL SHARER IN ACCORDANCE WITH SECTION 170992 OF FLORIDA SU(LDNC: CIOGE ONE LABEL
<br />- t/"l' • . T/@' CALK-" ANCHORS. A? MAJUEACTUREC By OEWALI. WC MOIL BE LA CC,- FOR EMERY OPENItJG LABEI.NI 17 rCMPC" WITH SECTION ITr1457 Or HF
<br />ELOP.IOA BVILCTNG OWE.
<br />- I/4"! X 3,]4' SOLIO SET ANCHOR. A. DKTRt9 TELL gV ALL POINT SCR£N, @OTT @ SPECIALTY i3O
<br />j14- ID PANE_AIAIL FEMALE D MO PANELMA•E PLUS ANCIIORS.. AS MANUFACTI.IRED R'r ELCC CONSTRUCTION PRQ,� MIPJ%�
<br />- t/a' • ZAMAC NALIN ANCHORS, AS MANUFACI'URLLT BY DEWALI. INC
<br />T14
<br />,r`"`ZERA.
<br />- r!1.
<br />@'? MWINUM ENBF,DMENI OF TAPCON ANCHORS. ELCO PANCLMATES INC ZAMAC RAUH Mc HCR. ,HTQ THE '10 T'I'� FENS ,.,
<br />FLORIDA BUILDING CODE Non High Vetoell Hurricane Zons
<br />$LOCK UNIT SIVILL @E 1 1/4' '%• ( )
<br />IDYL, 1.
<br />':ALN-IN ]:6' rHE 67 `]ws° n."n, w` 24 GAGE GALVANIZED STEEL STORM PANEL
<br />e 2) @ SCUD SET ANCHORS $'uLL :IE E4eE UDEa uNTG GOY;-RETT BLOCK UNI• No E�.0: zN1•fi .44
<br />t1F Y �---- !'
<br />SIUC(;0 SHALL BE FERM:TTLD. Oft' 1 2D SCREWS USED SHALL BE •/. LOkG MINIMUM SHOULD E:zYST. *
<br />-�O
<br />C� i-- TI/N,FM
<br />�y .. l.-
<br />k 1 4 F -T - AND " M1 IN, x wAtls Wrn: YD , L,ccD "q: STATE F ��, � C. (} ` GLOBAL PROTECTION PROTECTOOV PRODUCTS. LLD.
<br />•i '•, ENc „n.
<br />q.��
<br />U5) V, ,'ASE THAT PRECAST STONE. (]R PRECAST CONCRETE PANELS, SLUCCCI OR WOOD BOARD' Eli EG7UNF'' E'r(ORt- 2i-�- TLUT �gTwAo A ELNPWjFI co4116ii +� erl•3TIWTn
<br />',S+'' '�,\, " 20-175
<br />EXISTING WALL, ANCHORS $HALL BE LONG ENOUGH TO REACH THE MAIN SMUY IIJRE BEHIND SUCH PA*1L 1 +,q4F ,s3aWYi 5+0. ry (pyataep-lJ9i
<br />I: I..,, I yfj a� ;s„
<br />ANCHORAGE SHALL BE A$ MENTIONED IN @') AND IH @.2} h9A 5'/� �tt t2 AFHAW" 4a
<br />------ a m6aT,fg r
<br />uE. fTAtJstc IML/earl.
<br />r 7AIN� fAl
<br />4NAA w;m A raLp 4... AF
<br />wAx+ Na,m -- R+13T , OF 1e
<br />_-___-_.----- _.. __.__
<br />
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANEL
<br />(fl
<br />iNTO
<br />CONCRETEPOUREDOR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE
<br />EXISTING POURED CONCRETE
<br />j
<br />9�^15TING
<br />-.VVJ CONCRETE BLOCK
<br />00 CONCRETE BLOCK
<br />I
<br />.E,",
<br />1.� REQUIRED
<br />.1.
<br />CONCRETE ANCHOR$
<br />CONCRETE ANCHORS ,
<br />(SEE SCJffDULE ON -11 :,
<br />SHEETS 9 THROUGH 1G c..;
<br />- (2 -i
<br />(SEE SCHEDULE ON #�. _
<br />SHEETS B THROUGH t0) :s5 i 2 I
<br />EV'�NN POURED
<br />CONCRETE OR
<br />j{III
<br />- .'w. I
<br />CONCRETE BLOCK /�
<br />+
<br />(
<br />-i2Y I If4.
<br />I . 1/2' L I I J4•
<br />REQUIRED ',3}
<br />4'A-EYt-
<br />S�Im, ,I.,p eRTs
<br />r` MA%, - _
<br />'I
<br />MAX. -
<br />- CONCRETE ANCHORS ;
<br />N
<br />(1
<br />(SEE SCHEDULE ON _ I
<br />1 I
<br />U
<br />ED I
<br />I
<br />SHEETS 9 THROUGH TO T'J
<br />) I
<br />i
<br />�f'm I v
<br />_
<br />-Eai I
<br />I
<br />I
<br />-
<br />1 tt:
<br />l
<br />1 - tIi
<br />E O I
<br />I
<br />'.
<br />_
<br />1
<br />r +I� ,
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<br />4
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<br />REGISTERED ENGINEER OR
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<br />INSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
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<br />SHEET NO.
<br />SH 13
<br />
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