|
I N IN C
<br />CONCRETE BLOCK ,Q�'��1 T„�3Ut�.U�LSz VALID FOR REGULAR, LIFE
<br />5�4FETY � E—Z HANG STORM PANEL 1� SYSTEMS
<br />���_ k� �i �
<br />ati��,G+ rµ,:7
<br />WOG A.S,D,.
<br />DESIGN
<br />RRESSL)RE
<br />�P
<br />W%IMUM' ANCHORS:SPA.CING FOR ED..=.A5 5710WN ON SHEETS B h 7
<br />'APPU�OA$LE
<br />tV#Y
<br />� �
<br />YAxwUu
<br />PANEL
<br />1 1tTH
<br />(N•)
<br />TAPCON
<br />1AG SOREiY
<br />PANf:LA4ATE
<br />FEMALE �
<br />PANEIMATE
<br />PLUS
<br />tYOW 8U5l�
<br />I3"
<br />13`
<br />13"
<br />1S
<br />t1' _
<br />W {aOP)
<br />3
<br />13'
<br />73'
<br />3
<br />(BONOM)
<br />5 1 "
<br />r 2
<br />B 1 r
<br />/
<br />B Y f x
<br />8 t`
<br />�
<br />$ 1 P"
<br />f
<br />(TaPJ
<br />-
<br />_
<br />B 4
<br />f
<br />b
<br />(tiljTT.•)
<br />8'
<br />B"
<br />a`
<br />!!"
<br />LESS
<br />g'
<br />g^
<br />a"
<br />B"
<br />SW (SD7TDM )
<br />i ^
<br />+4a.. -45-
<br />LESS
<br />13'
<br />13`
<br />w
<br />13'
<br />il'
<br />13`
<br />13'
<br />a 7/2'
<br />w (TOP]
<br />f3"
<br />tY
<br />lY
<br />13'
<br />8'
<br />iw (BOTTOM)
<br />6 1/Y
<br />a 1f2'
<br />B tl2'
<br />B if2'
<br />8 1/2"
<br />(i0P)
<br />/
<br />t 1 T'
<br />2 f
<br />8 t 4'
<br />(GATT.•)
<br /># T/2`
<br />#"
<br />B if2"
<br />fi 1/Y
<br />(TNT}
<br />1 �;.
<br /># f/2"
<br />TO T
<br />a t
<br />12"
<br />tT'
<br />A"
<br />W ctiP
<br />(T J
<br />13*
<br />N
<br />N
<br />C/) C0 N -F-r
<br />U
<br />0-
<br />Q_ O O
<br />c 1 _ ) AND CORBEMNQING MAXIMUM ANCHOR SPACINC SCHEDULE MAiilA�.UM A��:.G` DESIGN PM=URE RATING (12.&f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ^C � -0 a'
<br />FOR REGULAR T4BM AN INSTA TION INTO C 1�{CaE7E �( CONCRETE BLOCK RUCTURES SCHED-ULE FOR REGULAR MRM PANEL ni INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK �USj'M ''—' �
<br />(VAUD ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU B, ON SHEETS 4 & 5j
<br />(VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 7 THRU 6, ON SHEETS 4 & S)
<br />U {'-r to
<br />O
<br />O O
<br />sue. c _
<br />O LL_ _
<br />CIO 0 L+=! A� Cu
<br />O O potam
<br />•� V V
<br />'^ f!
<br />VJ /� /��
<br />O
<br />\V
<br />4�
<br />i CIO a--r
<br />ON iOYrf�ii � -
<br />ASD. DlilDll LOAD ITMA PANEL
<br />WALMMtENGiH
<br />40 PSF OR LESSX Ell DISTANCE
<br />> 40 PSF TO 50 PSF 6'-2'
<br />> 50 PSF TO 60 PSF 5'-10*
<br />IINALIC A MAX, PANEL LENGTHS ARE ON,}^� VAUD FOR. INSTALLATIONS
<br />Wf SOLID SET ANCHORS do Wf SPACER AT 12 1/2- O.O. W/ISO D STET ANCHORS k IN SPACER AT 12 1/2- CS
<br />lAstYE { {R Mlri"A Att�tYHe{ntlM!
<br />p !tfT
<br />'; `'p CEN '*` *°� FLDRIDA HULLOING COi}E Hots NE h Yalnct HMrricone Z4ns �� FLORIDA BUILDING CODE Nort N(h Ys(oatty Nurrloons Zone
<br />"`� '1". o?OBa ffi1'&O, Na, r:Pr • - -
<br />?1$� 24 GAGE GALVANIZED STEEL STORM PANEL pLR1N 0.441137 i °0 to ° °' "� 24 GAGE GALVANIZED STEEL STORM PANEL ORIONBt:
<br />AL PROTECTION PRODUCTS, LLC e}STATEW.:z
<br />Tt - 0&LL PROTECTION PRQDUCTS LLG. 97f30P°
<br />TATE IL ECOBNc.
<br />y�D ••, t ,'S1MPAtrr .eC IO Si PROD DA"'' FtQ D 7n.lT L � C OINKYECIO��•.R1xr, + .. rN w#w rraHc lu 5r w tNAW rt SSSH S• 7 20-175" SI aFen...r.+os +craw wmaaaafa 24-T75
<br />... n.rrnabr..om7 S..rw, ni0l� (B'3.3HBB-75w. rAx:. {AggyH-BmG4-n6o8116 ,M.r roew w :++ ws+r rc = rh: h!Q•••tr., pl fFi .pfW m-,m, +r•: r. a7.wMi +uF ieFA1C 4H6t)Ye0-e7B7 OAK" Na
<br />ANMM .. YY,L7@R A .Yr. re-iq SAW 0' M 1B BWI{MpP1 1IME/aIIC YNa7FR A 14WT Utw P a ' ", i eihBEl'. tb aP r!
<br />i J 5IAILAT,�•�N QUAILS FOR LIFE SAFETY' PANEL Ct3
<br />MAXIMUM .S D DESIGN PRESSURE RATING (I.s {.I AND CORRESPONDS MAXIMUM ANCHOR SPACING INTO POURED CONCR L OR CONCRETE BLOCK STRUCTURES
<br />SCHEDULE FOR REGULAR STORM PANE INST ONS INTO WOOD STRUCTURES1/4'e TAPCON � EXISTING POURED 1/4`e TAPCbR_I s POURED 1/4'0 TwcoR_— __, sTaeG BRED 1/4.0 T�rt_� �
<br />Ir fd 1. SlAl-1,.L113i.� 4F7T� ANCHOR O Ill tONCRE•IE OR AN040P O H' D.C. I 9NC� tE IXt ANCHOR O 9' D.C. ANCHOR O H' D.C.
<br />AUD ONLY FOR PANEL 1 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7 CONCRETE BLDCX CONCRETE BLOCK i CONCRETE 67DCR CONCRETE BLOCK
<br />C� ) REQUIRED, REQUIRED, KOUIRED. REQUIRED. � Cf
<br />1-20
<br />y ;: ) W
<br />s
<br />"t
<br />t/2 1/4* J tlT i '1/#• F tf2 it/#, i/2 '1/#" � F--7
<br />E � +. .. ETJ• `.. _._-..�....-..:. E_O• -� E.D.tl j 1� C C-2 n{
<br />i -{��7 ^i €r'�� { y Vl N L
<br />y ij} ! t
<br />It
<br />1 L. T igP. 1 i ! O c
<br />1 NRn. I
<br />n 8 I
<br />i N
<br />11--gEPARrTkS I NL SS.
<br />e 1
<br />4 I Y E%
<br />b I
<br />1a. l v-tm
<br />EX O � ib OD 11O 1A55. R LEAS$. lEi1N�,A
<br />rr t5
<br />EX :. Bats w : wt. G _xa m w °��"• auss � rx{sn , eAss Bw 3
<br />co
<br />F'Tiill G1A98 Cl III
<br />�. _
<br />OR a m1:.., . N to I R, ..... ,. .,._ _ ': -�_" Ar c. i RL/�Q 4.�:�_ I _ �--
<br />I! f Ital
<br />LNAH nq Yea'? j i 11 Y - F � IX 1
<br />1
<br />t y a T
<br />O L 1 L
<br />f T
<br />R 1MAX-e {
<br />I 1`
<br />/ 9
<br />' � 1" 11 "IoumnOws;. AWX.'y
<br />y 1 � 1' t4AX.
<br />>e
<br />Mel ,
<br />1
<br />-- AH0. fi170Ti1 P B 1 : 1*IWEL LENGTH PANEL i.ERGTta PANEL tFNGnY
<br />Ir""' t R- B
<br />f4 aF
<br />tl
<br />__ _____ _ - sEE TP3N
<br />�' SEE TN1M SEE. - ATM 0.EVA I! 7 A - ( EL.EVA 9 -"-. I ( F].EY ( 1 :. (`+EE 13EV Tipti
<br />I) i' Yin, - y t ON SHEET 12) N i _ ON SHEET 12) 1' Min. y ON SHEET 1?) IX 1 _...__I OH STKEi iZj 7• C :Gl
<br />R--SEPAPA I R �1.. i iI--SEPAAi11Mkf L II --r-- 1 d f6
<br />II TO aASS. 1 n_ I B TO GLASS. / 'I R I 9 - ?+
<br />-�
<br />1 1
<br />c
<br />1 1 E
<br />!
<br />t T 3 i
<br />1 1 r
<br />i I
<br />I
<br />'crol
<br />ED.
<br />1 t
<br />D
<br />Y !
<br />,
<br />P IS • SEE TABLE 1 FOR MAX, S.O. DES LOADS &MAX. PANF1. LENGTHS WFffN SPACER IS :1 ..`r
<br />• SEE TAME #1 FOR MAX, A.S.D. DESIGN L(MDS 4c MAX. Ata1-LENGTF(S NA•IFl-i SPACER A, ICN
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2AY' ON SHEET 6 USED. CORRESPONDING ONLY t0 ALTERNATE 2W ON SHEET 6 i ' _
<br />;f-' .-x tln+d lr �.cs 1 elxf?aai t 1
<br />3/4' ,` ...! .�.1 EQ `"_.' .01 Ns ED
<br />�...! -.. r A9
<br />7tl 1 I 4 A _ L" eats a anus e
<br />- tl 73 i aA. tl 12 t O.a.
<br />- A.S.D. DESIGN LDA1i _t•/4`e TAPGVN if4"e *CAPTION �d .-J./a's TAPd'Y•AN { /4'6 TAPCDN
<br />NIANNOW PANELANCHOR O 9' O.C. ANClIDR O 9` O.C. ANC„©R s 9^ D.c. ANCHOR O D` O.C,
<br />L £1CfS11tffi POURED CtB•1CR£TE OR. j EX4STkNo PODR€D CONCRETE DR �e+tY".��-1t�,W POURED CONCRETE OR �_iRiSTING POURS# CONCRETE OR
<br />40 PSF OR LESS -- - 6•-B* 'L`OtlCRE1E BLm REQUIRED. CCYr`CR€i£ BkOCX REQUIRED. 4l1[i4kETE 6.Od( REQUIRED. COfICftETE 4'RDCW REDUM.
<br />> 44 PSF TO 50 PSF W-2' SECTION R-1A
<br />I2EGULAft PANELS O ��� PANEL RE P1 ELS
<br />> 50 PSF TO 60 PSF 51-10,
<br />A MAX PANEL
<br />(LENGTHS ARE ATE 9WE DO LYPA UD FORMATP PLUS
<br />W �I�j'Ij'.INCS tR �!!� t!!� wALLS�. 3i3/8-l'TV GS
<br />r4cxDJ3s & Wft+t 57N
<br />4.c.Y�Y4
<br />".,r, r�:r SFLORIDA BUILDING CODE Non High Yetoa)ty Nu etaone tons ' *: 187 _ FLDRIDA BUILDING CODE Non h ValaaftV Hu cons Zone)
<br />i 4A1B1 _ °D D6' "� 24 GAGE GALVANIZED STEEL STORY PANEL 'ft ' aa�a 167Eca, n+a 24 GALVANIZED STEEL STORM PANELIl
<br />,ti , : tr i ®, GLOBAL P C
<br />STATE QF
<br />r
<br />AOF ILECfJfNC. B �% s+...... 1L EGGING.
<br />GLOBAL PROTECTION PRODUCTS LLC" Q7rn19070
<br />BOE FioR • w a7mn+fm
<br />PROTECTION PRODUCTS, TLC, 5„�
<br />%yOF ., QR10�.•'NT
<br />...aN a nkmwr. ti t �iesfQNAI s u+r � FL =4
<br />pm1 m-uw �.am�-,m, Plnl� 6n4Ma6-.mta rxa (BBWMB-e>4* 20-175 ullNnultt e"..: mm7-we�r.N wYm-tm, PeloNe: 0415!9•-#566. m f iOmeam 20-175
<br />7FiL riN A eV. 1a lIW. W05R M1 SFM
<br />rprrS IAilutty 1mE/aAtc ,WLTFRA t..ar nYMYSNu cA-BNd6T,r e r erw w5 Na xtrrwAP
<br />' tweLT i1 BP Yy PE 5F1A�E✓W1[ ✓t ABLY x„ PE. a n-,w , SWIET 13 9r' fe
<br />INSTALLATION 129AILS FOR LIFE SAFETY EL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4`0 T EA13'nt� PDu13Eq It
<br />1/a`s tAPCONEXISTMIC POUREQ
<br />ANCHOR A r Qd I ..m` L NCRETE Ca ANCHOR O d D.C. T- CbNCRETE DR
<br />1 RED BLUCK f qt 9LDDN
<br />{ja �E■ N
<br />3
<br />J .,4
<br />Ii%2' �1j#`' ,a 11fa• ` 1/s` W
<br />zx-1 NceatB' B 7Q I - t i
<br />Ar a o
<br />_ O CLAW EwrJl
<br />L. GLASS B f/ .� -_ `) Y
<br />L V.. E� -:_
<br />PAN
<br />B dam, t.(SEE ELEVATMFE X t' (SEE ELEVATION„
<br />s� ON STET fai
<br />A TO Dr�LA55.
<br />' R
<br />R
<br />t i
<br />CD
<br />f.
<br />EXISTING i. E•�r f735iiNC 1 ED* i
<br />Y'
<br />1
<br />CONCRETE OR
<br />BLOCK
<br />ETE OR ,..- I T
<br />CONCRETE 1)LDCN ' J .eft" °L7 : CONCRETE 9LDCK -`4
<br />REQUIRED.. I ; 1? f/1 aG PEOIAREii. I MAT) i.
<br />O
<br />cf L
<br />A)7CSaOn - EYOt10
<br />ANC„ a x 1/2 C T9 )
<br />WALL MCUNTINGS
<br />scuE sjt' '�^✓
<br />■ V
<br />y{7SH,tit JALUIRMSEN PANEL
<br />N.
<br />ANCHOR - - �T� Lu
<br />'s FLORIDA BUILDING' CODE Non High VelocityNLur)car#$ Zone
<br />T!' : * i * E ° '° i' Q' 24 GAGE GALVANIZED STEEL STORM PANEL.F.P.�., NOM Q
<br />�: STATE
<br />o� rQrIL� LL E G O NNc. GLOBAL PROTECTION PRODUCTS, LLC. a E
<br />e 4M S,Y, 51 SIeffT SrRw
<br />ONA1 et f n.., t>e0 BTU, w wsN o.ma n a,w q r- 1t51. 2G-1 75
<br />/ t #x ttw Bt, tr ale. m-SNr PHLYC (B5f)em-751Q AAx: Ly5#)RBB"57eT
<br />N!p 1N •rete Aw lwr: rw Q
<br />J
<br />P.E bywJ&#t1MR/MlE MNLaW ACA-T,�w P,E ew '
<br />tr-wu WIFLi 14 i# to
<br />IL
<br />SHEET NO.
<br />SH 1.4
<br />spamm AM
<br />ommN TO BE
<br />CA • Am BLOCK
<br />OR
<br />� VARIES
<br />15
<br />VACING VALID FOR DIRECT MOUNT INSTALLATION
<br />oma .7Lr.-- FLORIDA BUILDING CODE Mon High
<br />am
<br />OR I I I i� _ n I ! AT ALL
<br />LAMX MAY -
<br />Ile
<br />fill MAX.
<br />ICU
<br />all MAX PANEL LENGTH T &- PANEL LENGTH
<br />CL
<br />11 El
<br />it wol .4
<br />Al opim L
<br />SEE B/EE1g 18 k 18.ANY ANCHORS TYPE a SPAcem FOR
<br />HStiN.tAtpNS Hi[b 1rOW FlY11E OJY.GNCB.
<br />MNlWM Mlkgll SPACW06 AND 1aNB/tN EDaE-O>g1'A1Kt
<br />ARE eSiCATEQ ON 71ls SCIfEOIAF.. i'OR F d, tET4 TtRN:
<br />IIANGUEO ON SciMsuLE aQucE ANctRal SPAOYIa HY
<br />MLUPL1tWd SPAC5t6 S}eRIN ON 5g1EAIL 9Y THE
<br />FaunAtrlO FACE. F'OR nys OAERMront m � PaSallE.
<br />AEv+IGEa s1+AGNtc OsiAnlQt umla FAcrne s71Au Hof �
<br />LESS THAY WNAAaY BPACBNI IMMCA?E9 FOR fAGW AtMNOR
<br />TYPE MI THB SCHEbUt&
<br />7/4'e
<br />7 a'e
<br />,HP[
<br />iWICWt
<br />MHBMIaA A,ipARt ffit/.7q Poi
<br />3
<br />s'
<br />rellSeN!!BQ C#rmFFde (,hj
<br />5
<br />3
<br />rm+resrFm# artr..l. eNw Oil
<br />5
<br />5 +tz
<br />lael 1� al�eft RsJ
<br />/ACRJIL
<br />1 tn•
<br />_
<br />Y
<br />a90 i.aH
<br />MAX,. AS.D.
<br />DESIGN
<br />��
<br />(pa.1.)
<br />MAXRAIM ANCHORS SPACR#G FOR E,D. AS SHOWN GN SHE£is a 8 7
<br />APPLICpB(E.
<br />T�
<br />�
<br />�. 1}R)1
<br />P�.
<br />IF�dTH
<br />(H j
<br />TAN
<br />AC SCREW
<br />PAN£CMATE
<br />FETA4LE �
<br />PANEIIMTE
<br />PLUS
<br />:
<br />W�p gUStffidG
<br />fY
<br />iS`
<br />IY
<br />13"
<br />73"
<br />tW (TOP}
<br />t3'_
<br />t3'
<br />$'
<br />tw (eariaM)
<br />6 t /2
<br />B t '
<br />j2
<br />B t *
<br />f a
<br />B I /2
<br />B 1 2`
<br />j
<br />R�
<br />a t 4"
<br />f
<br />t2 1 2`
<br />j
<br />6 1 4'
<br />!
<br />TW tewaT�•)
<br />7"
<br />LESS
<br />7 t /T
<br />g.
<br />g`
<br />a
<br />JY/ {$OTfON4
<br />1 J^
<br />1 "
<br />]
<br />13"
<br />3
<br />w (�
<br />+•45�-43
<br />+T3.-Ts
<br />73`
<br />iJ'
<br />tY
<br />13`
<br />fY
<br />4W (BfYiTtRd),
<br />tY
<br />7Y
<br />13•
<br />13'
<br />30` -
<br />tw {TdP
<br />1Y
<br />t3'
<br />13`
<br />T3'
<br />tw {BOTTOM)
<br />B 1/2"
<br />$ 1/2`
<br />b TfY
<br />$ 1/2`
<br />8 if2'
<br />([QP)
<br />b tj4"
<br />12 i/a'
<br />B t/#^
<br />fiY (BOTT?
<br />>+,� *
<br />4
<br />7 YJ2"
<br />T If2'
<br />-
<br />(TOPj
<br />7"-S•
<br />g'
<br />GrorTdlf)
<br />t 3
<br />12
<br />7 3
<br />1 3
<br />st /2
<br />w
<br />IS'
<br />13"
<br />fY
<br />13'
<br />10"
<br />4W (g0if41A}
<br />fANL 0.5,0.
<br />DESIGN
<br />PREs9URE
<br />RATIWG
<br />tP•y.(.j
<br />NYJtIFNM ANCHORS SP.ACaiG FCR Mdi E.D. PER S1:HEDL1(•E )1£EDW
<br />'�°
<br />Rt
<br />fA#XIYUM
<br />PANEL
<br />(.ENcm
<br />,: L
<br />MAX. A:S.D.:
<br />OEsiDN
<br />PRESSURE
<br />RATING
<br />4VOBMSBA A##G970RS SPACING F9R MW-EA, PER SCHEWL,£ i#)IlYI
<br />+�'
<br />�
<br />O
<br />DF
<br />ism•
<br />1£narH:
<br />*L
<br />(7b)
<br />-T1vsCRW
<br />sgJD-9Ef
<br />Pr'EMFtt
<br />�.
<br />��PIAIs
<br />..
<br />�AiMG•-tuluN
<br />Cuv.lc-lJi
<br />$�
<br />TAPCCN
<br />SDfJA-.sET
<br />ID.
<br />Z+_WA1LN#-
<br />GAus-1N
<br />lb
<br />td
<br />to
<br />to
<br />m
<br />ro
<br />SOW)
<br />to
<br />In
<br />ro
<br />_
<br />to
<br />m
<br />+i3, -#a
<br />�
<br />13`
<br />t3
<br />73
<br />f1
<br />to
<br />73
<br />1Y
<br />f ;ipP}
<br />OR
<br />Y,Ess.
<br />+ �'4•f'
<br />-gg
<br />tY
<br />13.
<br />tY
<br />t3
<br />13
<br />t3
<br />1Y
<br />13
<br />1Y
<br />iY
<br />13
<br />Y 1 2
<br />rTOPj
<br />s•-&`
<br />LE"s'S,
<br />tY
<br />73'
<br />13'
<br />13'
<br />tY
<br />13"
<br />11'
<br />,a'
<br />t3"
<br />13'
<br />tY
<br />7Y
<br />i {gOT10Nt)
<br />TY
<br />73'
<br />tY
<br />fY
<br />tY
<br />t3"
<br />4Y
<br />lY
<br />IY
<br />11"
<br />71*
<br />11 lf2
<br />7 ($Di!CMA)
<br />Y
<br />]
<br />t
<br />S'
<br />3
<br />i3'
<br />t Y
<br />t '
<br />7
<br />73"
<br />2
<br />13`
<br />f3'
<br />1 "
<br />fY
<br />lY
<br />tY
<br />13"
<br />13"
<br />tY
<br />Y
<br />1, i
<br />2 OP
<br />(1 )
<br />1Y
<br />E 13`
<br />7Y
<br />13'
<br />13`
<br />13•
<br />fs^
<br />t3`
<br />?Y
<br />13'
<br />tY
<br />73'
<br />T �T1TDY
<br />(. }
<br />1'
<br />3
<br />i Y
<br />t3`
<br />fY
<br />f 3
<br />1Y
<br />1 Y
<br />ta'
<br />Y Y
<br />13"
<br />1 3 '
<br />tt 1 f T
<br />2 �TTaM}
<br />lY
<br />i}'
<br />1Y
<br />IY
<br />13'
<br />1Y
<br />7]'
<br />13'
<br />a3"
<br />13'
<br />Ib"
<br />T3 "
<br />3 tTOP)
<br />,J°
<br />tY
<br />tl f /2
<br />3 (TqP }
<br />-
<br />12 if
<br />72 t/T
<br />a 1/4'
<br />B 1/4`
<br />2 Y/2'ia
<br />ifT^
<br />-
<br />8 1/#"
<br />B if4'
<br />3 (HOTiOLd}
<br />-
<br />-
<br />12 i/2',2
<br />i/4
<br />a 1f4`
<br />8 If#'
<br />2 ifa
<br />x i/a
<br />-
<br />-
<br />B 7/i*
<br />b t%4'
<br />S (BOnONt}'
<br />a'
<br />B�
<br />$'
<br />e'
<br />$"
<br />a"
<br />e•
<br />$•
<br />a"
<br />71 f2 •
<br />� (T1tP}
<br />1
<br />e•
<br />B•
<br />e*
<br />s-
<br />4
<br />B
<br />B
<br />a
<br />a
<br />g
<br />(BCtTTD�
<br />$
<br />$
<br />a
<br />a
<br />a
<br />(�ITIQN4
<br />'
<br />t..`
<br />t3"
<br />tY
<br />13^
<br />73'
<br />13'
<br />13" -.
<br />13"
<br />tJ`
<br />tS'
<br />5.(TOP)
<br />i5`
<br />43.'
<br />T3"
<br />73'
<br />t3"
<br />fY
<br />lY
<br />13"
<br />13"
<br />71 ljT
<br />(Td�
<br />13_
<br />is
<br />1J
<br />13
<br />t3
<br />i3'
<br />73
<br />tY-
<br />a3
<br />13
<br />IS
<br />T3
<br />(B6T,ON4
<br />1}
<br />73
<br />11
<br />IS•
<br />13
<br />13
<br />1Y
<br />11
<br />)
<br />}3'
<br />tS'
<br />13"
<br />1J`
<br />1Y
<br />13`
<br />,3'
<br />1]'
<br />il`
<br />t3'
<br />13"
<br />1J'
<br />B (T1W)
<br />13'
<br />13'
<br />7Y
<br />T tY
<br />i3'
<br />7J'
<br />lY
<br />t3'
<br />1J'
<br />}3'
<br />13'
<br />it if2
<br />a {VOID
<br />8 t/4'
<br />B 1/4
<br />B 1f4::.B
<br />t/#"
<br />-
<br />-
<br />8 1 #'
<br />8 1/4•
<br />B ,•')
<br />-
<br />b if4'
<br />8 tJ1`
<br />8 1/#'
<br />B 1f#"
<br />-tft'
<br />8 ($OTT'.`•}
<br />to i
<br />i
<br />T'
<br />13'
<br />T'
<br />T tfa
<br />s 1 2
<br />tJ'
<br /># i `
<br />1:(70P)
<br />DB
<br />TD
<br />9Y
<br />B`
<br />13'
<br />t3*
<br />TjY
<br />a 1j2'
<br />8 1/Y
<br />1Y
<br />5 i/2
<br />t (TOP)
<br />TO
<br />81•.6"
<br />tY
<br />t3'
<br />t3'..:
<br />8 t/2
<br />13'
<br />8 lfei
<br />TO 1j2.
<br />T t/2
<br />13'
<br />Y
<br />t (BOTTOM)
<br />13'
<br />7 1/2•
<br />73•
<br />f3'
<br />1Y
<br />10"
<br />13'
<br />1d`
<br />11'
<br />$"
<br />-- tY
<br />8 1/2'
<br />r (I7rnTap.
<br />tY
<br />5:
<br />13'
<br />td 1/2
<br />73'
<br />7'
<br />13•
<br />7'
<br />T 9f2.
<br />a f/2
<br />13'
<br />� 1/2"
<br />(1OP)
<br />}3"
<br />e•
<br />13"
<br />13"
<br />,3^
<br />$ r/2'
<br />tY
<br />a lf2`
<br />11 1/2`
<br />5 tj2'
<br />t3'
<br />g fjT`
<br />2 (ADP)
<br />13`
<br />T^
<br />13'
<br />iS'
<br />iY....8
<br />tj2
<br />a3'
<br />4 7/2
<br />tf2
<br />t3'
<br />S //Y
<br />2 (aDTTOM):.
<br />13"
<br />T 1/Y
<br />tY
<br />: fY
<br />13'
<br />10"..
<br />: 13
<br />79`
<br />?Y
<br />Y
<br />i3'
<br />:5 i Y
<br />2 (Ba1tDMJ
<br />SY
<br />T
<br />t3
<br />13
<br />QY
<br />8 7fR.
<br />13
<br />H 1/2
<br />0 i/x
<br />T f/a'
<br />13
<br />a:..l%R
<br />13•
<br />7 fY
<br />13
<br />#3
<br />13
<br />70
<br />4Y
<br />AO
<br />11
<br />9
<br />a?
<br />l
<br />-.
<br />-
<br />Y2 1 2
<br />!
<br />-g"'
<br />2 B
<br />g 1 '4`.
<br />j
<br />a i H'
<br />f
<br />2 1/2"
<br />$ f
<br />B ij#'
<br />.4-:f#"
<br />(�TIaM}.
<br />-
<br />'-
<br />to ffa
<br />a 7/°2
<br />B If#
<br />lalf?
<br />t?if1
<br />3 (BDTR.IN)
<br />7"
<br />g^
<br />9 t/2'
<br />4`
<br />'# t/?"
<br />Y
<br />b t/Y.
<br />J
<br />{Rri'}
<br />a'...
<br />6•
<br />T*
<br />4'
<br />a^
<br />x"
<br />i ifa"
<br />S lfT^
<br />6 lja°
<br />Y
<br />4 (Ti1P)
<br />g•
<br />-
<br />B'
<br />..
<br />�*
<br />g'
<br />-
<br />9 4fa".
<br />-
<br />7 ijY.
<br />_
<br />4
<br />e"
<br />-
<br />$°
<br />�•
<br />E`
<br />-
<br />$'
<br />_
<br />T/T^
<br />-
<br />4 D3QTTW)
<br />}a`
<br />13'
<br />1Y
<br />8' t/2^
<br />13'
<br />S f/2'
<br />D' 1/?-.7
<br />1/2'
<br />!3"
<br />b"
<br />)
<br />13"
<br />71`
<br />$'
<br />lY
<br />8 1/2"
<br />B (TgPJ
<br />tY
<br />7"
<br />13'
<br />13"
<br />T3`
<br />a i/2"
<br />13`
<br />8 tfa'
<br />0 1fT
<br />T 1fY
<br />73'
<br />S YfZ'
<br />B (BOTTOM)
<br />tY
<br />8 TfY
<br />tY
<br />}Y
<br />($DTroM)
<br />tY
<br />5'
<br />i3'
<br />10 1/T
<br />13'
<br />T'
<br />IY
<br />7"
<br />T 9f2'
<br />5 7f2"
<br />tY
<br />4 1/2"
<br />g {Tt'W)
<br />IY
<br />a'
<br />73"
<br />33•
<br />7Y
<br />$ I/2'
<br />1Y
<br />b. i/2'
<br />4 i/Y
<br />B //2•
<br />13'
<br />S 1/2"
<br />B LADE)
<br />-
<br />-
<br />B f/4".
<br />B 1 4"
<br />B 1/4'
<br />8 (BgTi.^'}
<br />-
<br />fi ifa"
<br />8 t/#^
<br />5
<br />-
<br />$if4`
<br />SFE SHtT,T ti (OR ANL51d19 "f7FE ♦ S7+ACHiG:OR yATAUILtONS Nntt YIOLYY :kMIE &IRBBIC6.
<br />tl MYIWItY AWg9gR SPACeSb AIYY WlAtlIY EaC6 a4tANCE ARE &a�AlEO ON TABS SL1H:atAE iVR B_a.
<br />� TIMq HStGIED aN Barebra,E REa110E A,1etroR sPAaec sir 1l1LT94YiNG BPAawe SHOWN oN
<br />aaHEa+ILe sT 7tE ttxtOewn F7A:RIRH. iiBF T14'S aPErtAtR51 Ta gE {'aSSI$E• FEOIYaEa SPACyyx
<br />n8fA4i80 �etb FACTOR 5T1,4L MOY BE 1€4S TlYN MMWY SPAGIN ra7MAtER FaR FA4f ANptLW TYPE
<br />ON aHts TCFffO1Rf.
<br />f/4•!
<br />tfaY
<br />!fa'i
<br />1/#L
<br />i/ai_
<br />1f#•.
<br />NrC�TYPE
<br />tRRaaN
<br />HAS-Eff
<br />a
<br />LYYL-N1aN
<br />aNX-IN
<br />' MIlAMI1M ANC#gR (In.)
<br />a
<br />5
<br />i
<br />3
<br />? ,f9'
<br />3' In
<br />AYIWAWA (y.)
<br />3
<br />$7fY
<br />pgtAMtE (ca.J smc
<br />5
<br />5 +rr
<br />� tn•
<br />a in
<br />a 1rr
<br />,
<br />AL'R14, fLTi i
<br />TAQTQR
<br />-
<br />�
<br />... s ��
<br />aJli
<br />83u
<br />-
<br />e5s
<br />p
<br />asa
<br />,Ale
<br />+m
<br />-
<br />_ Ass
<br />,• SPA ONLY VP1ID WHEN S�tS Il�U. SEE T #1 F13R MAX. AS.D.
<br />..
<br />DESIGN LOADS k MAX. PAN)3 YAiFN SPACER USED.
<br />.IOFe,Fi,�.
<br />A
<br />ASD. DE5I�f LOAD
<br />��� �'
<br />4Q PSF 0R LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO 6L7 PSF
<br />5'-70`
<br />_....._._._... �_...__-.._,...,..._....:........,,___-.�-....„,•+WCligks (SEE SECT?ON5 h ARTENNA.fNES 4W 5HEE7S Y.3. 14. 75
<br />D.M.: Z.
<br />3" NVr1i R-LAft3t R-2Af13c R-3A/14, R-fBf1S. R-2Bf13, R-36f1#, Y �-�
<br />j R-tAWf15, R-2AW/75, R-3AWft6. R-fBWf15. R-28W/f5, R-SB)Yf16.
<br />of
<br />i�l
<br />6 O
<br />1
<br />4') t>
<br />t! A
<br />i i
<br />1 � I
<br />I 1 i
<br />I i ff jI
<br />t t Lj2
<br />I � 1 4"tl-2Qx1"rSS, �i'S 11i� I I .L.
<br />PAt�L �•
<br />� 7`-$') ! PANEL LENGki
<br />PANES.. .REGULAR STQkM PANEL $" O . -40A 17.e.Y-
<br />L ,R�(fUR i ') i i- i
<br />{ i 1 1 MID P DR7 {' OVERLAP ANEL TEN. a(N.
<br />,f i i
<br />h f-
<br />1
<br />I I 1 I
<br />si I 44O"D -s4,o r,
<br />: 'STORM PANF1 , P+�
<br />I t
<br />(WfO OVFdiuP MW PANSY. tENDi11 gOLt)
<br />t f
<br />r i
<br />} E
<br />f 1 I t
<br />_ A A i� 2'-B` MIN. P LENGTH
<br />iNSTALLATiO� �I�I�F�i ,1�FE SAFETY pAN�L {1l
<br />INTO WOOD STRUOT�RES
<br />r �'•,, ,r i� HPMER +: �` ifEADER ''e. ,r'"'`P HEADER "�•., ,,,,,,•P f 117� HEADER
<br />i t� � / ��•+� - REOUIIiEO �. .. Ci#lifii - ''�' ,".,�
<br />..,ram'
<br />1
<br />t 1 <^e TAPCDN. �a �! TAPCDN' F t t #'e TAPCON r : 1 4h TAPCD!!
<br />AI}CkWR O 9" DC. OR O 4" q.G
<br />T
<br />. } � 1/2' .lj;* i T1'i* '.1 j+• i . t 7i - 1fx` 1 4•
<br />(I�
<br />a
<br />„tl#'t..2aet•
<br />tJ4Y-2PIt:° 9 i#....,..._ ttg:ni w i 11 1 T Y-9YY'I' I111 '•• y}1 BaiS Y
<br />EtOSTI R r-.- = �,::- .+^�' .-,_. AT G, u p._, .�fi_'•r.c .)�.`�,;�: AT S.
<br />RLASS� EXt571fjG�l
<br />,
<br />i` W.%.
<br />PAN LENGTH �
<br />(sEE F3FVATION V 1 � 1' �. 7 e• LSEs ETEi'ATi[w
<br />I 1-L(PMIEL IENOTH qN SHEET a2I U 1 L PANEL L€HGDi qH SetEET lq)
<br />i EeE aEVAn9N
<br />EuvAT1ON
<br />RI I 1 INN SHEET 1T) l3) r 1 t,
<br />t
<br />11 i r�c-•",--'"" S 91---SEPAw�ltgTl
<br />9 Mini { -
<br />TO gtASS. ,..¢ _-_ .'-� �
<br />jI--SEPARA77CNt`-' 1 ',:J iG'---SERARAnON-
<br />�2 t W! / R R»--•SEPARATCgN... , #
<br />1Q RtA55. eN TCS GLASS, Ial do
<br />` ' `
<br />a ;;+
<br />• 12 in, I � r-.. •. , .!'''tl . l3 1n' I f- .. . .,., y 1
<br />�..,,�
<br />i3 i
<br />1 }
<br />t'�.wa��r
<br />s. 1�/dBMo Ns
<br />1
<br />k ` 4-.j�
<br />�J (i i ' ' - L✓ PUNTS
<br />y !
<br />9 . ' L REAUIi�D +? ( l.. • ,7 fn 0.a
<br />r' a 4's TAitCtRa • , ,.,: - t #'H TAPCON
<br />_
<br />IWCNOR O 9" q:Q � {O.C. D,C: PUTS �°(C
<br />L t
<br />W/ '�1it0 l � l Si/�.RERF17 Wf' Sntil v �` S PIAQUtRED r #"! TAI'CON
<br />WOOD„_x`tA4" 'Ng41% I C.,-
<br />PTA " PIA t I
<br />i_�6,.<.._.,, REWIRED REOUIREO _....i
<br />R�
<br />���� �����-1� ��T�E
<br />141fL1t,L.MQ,iII�Ill�4 H+7 WALL MOUNTINGS
<br />SCALE J/8y1�
<br />`°•.� FLDRIDA BUILDING CODE (Ndn NT h YNoc Nurriaane tone
<br />L. INSTALLATItON ARE ONLY VALID FOR A.S.O. DESIGN = • 4A167 z �� TRtBra. INre 24 GAGE GALVANIZED STEfI. STORY PANEL �
<br />PRESSURE RAriNG5 (ps,!) AND PANEL LENGTHS AS � r � C O lNt. AL PR(iTECTiQ� PRQDUCT$� Lid". � Lp
<br />PER E].iYAT10N ON SHEET i2, STATE - `
<br />2. FOR NEW WOOD FRAME CONSTRUCTION• WQ04 .aoo gay. gt Sttecr
<br />T!�t3'• ft QR4�� � y�
<br />`�dA2+r7 yw. a. r� vrw aN� n. suu
<br />. . wr. rw me�asa. rs. a+r
<br />AfEM6ERS TO BE SOUTiiERN PINE No 2, W/ SPE0IFIC ,.+' Hwtic FAIa -BlHT 2D-175
<br />...
<br />DENSITY OF 0.59 OR EQUAL. '
<br />Sr� ' �WMT"7H aNr I.�w> w. r.w ttt..,. Bw tw#Ptn wo:
<br />� : ,�TS;q PNtiN96/OATE
<br />M!!Nt aTttBR A nl/.Tr rn. P.L , rt•tu :.. SWar lr :tr ib
<br />t
<br />MAIL AS.D.
<br />PRESSURE
<br />RATING
<br />MAXBltaA
<br />AttCNDRS
<br />5PA{nYIG
<br />FOR
<br />MR iD; PER
<br />�
<br />gFAAW
<br />£
<br />III:
<br />AWi1MUA1
<br />PAF91.
<br />tEt10?H
<br />({t.)
<br />MAX. As.4.
<br />DESIGN
<br />PRESSURE
<br />D
<br />(�P+A-�
<br />WUOIAUM
<br />ANCHORS
<br />SPACING
<br />ft1R ARN
<br />E.D.
<br />PFJt sCtlEouLE
<br />BELOW
<br />� NICAa1.E
<br />g �,
<br />ALAttydUM
<br />AWE{`
<br />4lMGili
<br />`L`
<br />(n.)
<br />1APCDM
<br />S(A,1D-SET
<br />10
<br />P4i13
<br />iNAr,C•-HA1L1N
<br />CALK
<br />-AN
<br />F7PCDN
<br />S01!(}-SET
<br />ID
<br />NPII�)S
<br />7AMAC-WAB.Ut
<br />CAI„•-k1
<br />�
<br />.
<br />CSN6Ttdt[
<br />aa�tE
<br />td
<br />Tb
<br />'Lva7
<br />t0
<br />W
<br />t6 -'
<br />to
<br />b 1/Y
<br />a4
<br />fo
<br />�
<br />>+53, -$S
<br />ro
<br />tY
<br />tl`
<br />7}`
<br />t3'
<br />tY
<br />1Y
<br />13"
<br />72*
<br />fb'
<br />tb'
<br />1
<br />DR
<br />+TS. -7b
<br />m
<br />+77A-it48
<br />t3'
<br />S
<br />1J'
<br />IO t
<br />1J'
<br />$ t/?
<br />tY
<br />7 TfY
<br />5 7/2'
<br />13^
<br />a tfa'
<br />1
<br />D
<br />t3'
<br />ti`
<br />iY
<br />t]"
<br />1Y
<br />73`
<br />11*
<br />?a"
<br />i3`
<br />10'
<br />i GTQ7Tm+J
<br />tY
<br />b t/2'
<br />t]'
<br />lY
<br />iY
<br />9'
<br />tY
<br />8'
<br />10'
<br />7 1f2"
<br />13•
<br />Y
<br />I (BOTTOM)
<br />tY
<br />1t'
<br />t Y
<br />t3'
<br />t3'
<br />fY
<br />1
<br />Y
<br />(TOP)
<br />tY
<br />S.
<br />13'
<br />10t
<br />SY
<br />5
<br />51 Y
<br />712'st
<br />'
<br />tY
<br />tt`
<br />f3`
<br />T3'
<br />73'
<br />lY
<br />ta'
<br />k Y
<br />il'
<br />fa "
<br />2 (BOTTOM T
<br />l Y
<br />T"
<br />13'
<br />i3'
<br />f3'
<br />t3
<br />fY
<br />) 4
<br />g077DM
<br />t3'
<br />1t*
<br />i3`
<br />tY
<br />13`
<br />f3'
<br />t]"
<br />Cr`
<br />T3•
<br />i0'
<br />(�1
<br />iY
<br />1'
<br />tS`
<br />t}•
<br />la"
<br />9 t?'
<br />/
<br />1b
<br />9i YI!!
<br />/
<br />1/2'
<br />71?•
<br />/
<br />t3'
<br />8`
<br />3 (TOP)
<br />-
<br />•-
<br />lT t T
<br />72. 1/a
<br />:8 tf#*
<br />5 tf#•
<br />1.71
<br />-
<br />'-
<br />5 If4•.
<br />6 ifFl`.S
<br />ATOM}
<br />-.
<br />-
<br />2 i/T°.
<br />2 tf2
<br />B if#'
<br />Tile
<br />2 ifA
<br />8 1jk :
<br />-
<br />-
<br />B Tf4•'
<br />3 (BOTPOMj
<br />e`
<br />6"
<br />#
<br />3,
<br />$"
<br />s 9/2'
<br />3"
<br />3 1/2"
<br />C
<br />4"
<br />4 ofa•
<br />3"
<br />B i
<br />$ 1/Y
<br />4 (TOP)
<br />B•
<br />-
<br />B".....
<br />-
<br />g'
<br />-
<br />b"
<br />a
<br />9
<br />g
<br /># (90T117A!).
<br />B
<br />7"
<br />(BOIt"aW3
<br />lY -.
<br />}t'
<br />tY �
<br />13'
<br />13^
<br />t3'
<br />7S'
<br />93•
<br />13`
<br />tJ`
<br />ID"
<br />3
<br />_
<br />tY
<br />ta`
<br />7 7f2'
<br />73'
<br />B^
<br />(TiS)
<br />iS'
<br />tY`
<br />t3"
<br />1J`
<br />13`-
<br />13`
<br />,3'
<br />tY
<br />93'
<br />t2'
<br />13"
<br />10"
<br />(tWftDNJ
<br />fd'
<br />7`
<br />73'
<br />13'
<br />iY
<br />9 i/2'
<br />lY
<br />a ita
<br />ifa'
<br />5 (BgTTW1)
<br />tJ"
<br />if'
<br />1}"
<br />73'
<br />t3`
<br />tY
<br />tl'
<br />13'
<br />13' :
<br />1Y
<br />t3'
<br />10•
<br />5 {(OP)
<br />a3'
<br />b'
<br />tS`
<br />fD 1
<br />tY
<br />8 t/Y
<br />fY
<br />8 if2'
<br />T 1/2`
<br />41/a'
<br />r3`
<br />� tfa"
<br />6 (nwJ
<br />8 Yfa'
<br />8 t/4'
<br />0 }/4'
<br />$ t/;'
<br />-
<br />-
<br />-
<br />--
<br />5 tfi`
<br />b t/4'
<br />B (aOTT!•}
<br />8 1j4'
<br />B ifs'
<br />8 lfi'
<br />b if#`
<br />8 1 a`
<br />a 1 4".
<br />-
<br />-
<br />8 t P
<br />b i 4`
<br />b (BdTf.*•)
<br />tY
<br />T 1/2'
<br />93'
<br />13'
<br />iJ"
<br />1fY
<br />fY
<br />to'
<br />tT`
<br />g^.. _
<br />T3`
<br />g 1/2'
<br />t (Top)
<br />-
<br />}y
<br />g'-D
<br />73'
<br />a'
<br />13`
<br />tD 1/T
<br />t3•
<br />6 1
<br />13'
<br />S t
<br />7 i
<br />B 1/2`
<br />13'
<br />4.1 2'
<br />t (TOP)
<br />._ _
<br />>a g`
<br />TO
<br />Y.,b•
<br />13"
<br />7 !j2'
<br />SY
<br />13'
<br />/Y
<br />iR if2
<br />jr
<br />10 t/2
<br />, ijY
<br />9'
<br />tY
<br />7'
<br />i {gt7�e)
<br />i3^
<br />8 }/Y
<br />13'
<br />tY
<br />9Y
<br />9'
<br />t1`
<br />a'
<br />14`
<br />T 1/?"
<br />lY
<br />5:
<br />1 (BDITOM)
<br />73°
<br />?..ij?`
<br />43"
<br />1J"
<br />71'
<br />f0^:.
<br />13"...
<br />f0"
<br />It.
<br />_ 9'
<br />IjT'
<br />? (TbP)
<br />13`
<br />S'
<br />13'
<br />iN 1f2.
<br />t]"
<br />g 1f2`.
<br />11"
<br />B t/Y
<br />-1/1*
<br />7 1jx`
<br />5 f%C.
<br />13'
<br />a 7j2'
<br />t (TOP)
<br />l3"
<br />f
<br />93`
<br />iS*
<br />di.
<br />fz
<br />iS"
<br />?Q 1f2
<br />tt t "
<br />g"(gOTiD:t)
<br />13`.
<br />Y'.
<br />f]'
<br />93'
<br />13°
<br />8 IjT'
<br />13'
<br />8
<br />td tfYT
<br />1fY
<br />1J'
<br />(BdTTOM)
<br />tJ
<br />7. T
<br />tJ
<br />1J
<br />13
<br />fia 1/2' .
<br />kJ
<br />1D / $
<br />f
<br />Yt 1/2-
<br />�..
<br />13
<br />7*
<br />(TOP) :
<br />}J"-
<br />7
<br />tY
<br />t3
<br />iY
<br />a If2
<br />73
<br />9 12
<br />10 2
<br />f
<br />7 /?
<br />13
<br />B.
<br />t? 1/3
<br />B 1/#*
<br />a tf4'
<br />:.. JfY
<br />a 1/#•
<br />; -
<br />_
<br />6. 1f#'
<br />B {/4"
<br />3 (aOTTOM)
<br />-
<br />-
<br />2 if2"12
<br />1/
<br />B 1jY...0
<br />1/#`
<br />? i/?•
<br />E 1f+":
<br />-
<br />_.
<br />B ij#*
<br />8 1/4"
<br />3 (BO1T01Q
<br />T a/T'
<br />Atf2*.
<br />a*
<br />6`
<br />T ljT`
<br />4*
<br /># (T(1P)
<br /># 1j?'
<br />3"
<br />b 1fY
<br />R fijY
<br />{TD?)
<br />a`
<br />e'
<br />-
<br />5'
<br />-
<br />-
<br />S.
<br />-.
<br />!,
<br />T
<br />-
<br />{BatroMJ.
<br />13`
<br />T if2`
<br />f3'
<br />la"
<br />i3"
<br />tot%T
<br />i3'
<br />10 tj2
<br />Yl 1f
<br />y 8'
<br />fY
<br />T"
<br />S iT#}
<br />i3'
<br />13'
<br />13`
<br />7t3'
<br />7"
<br />S {�TrbM)
<br />13'
<br />9 i/Y
<br />f0 t/2'
<br />7 t/Y
<br />53'
<br />9*
<br />TBOTTOM}
<br />71`
<br />tY
<br />7'
<br />8 [T�J1/2'
<br />1Y
<br />5 tfx'
<br />i t/2'
<br />f3•
<br />#. t/T'
<br />(>✓�
<br />B t1/4"
<br />5 ,/4'
<br />8 I)riTi.'•)
<br />_
<br />-
<br />8 i/4'
<br />S tja'
<br />6 t/a'
<br />B 1/#'
<br />-
<br />-
<br />-
<br />-
<br />e i 4"
<br />b lj#'
<br />B BbtL^•)
<br />9EE 3l9fT 11fa6. ANOHORS TYPE R 59ALT1Ni'rL� HYSIN,UYitlWB Btlq 1tO0O 61GME
<br />• Yp6MW1 ANOHOR �iG1Pi8 AfAi YHBYW EDGE NS7ANtX #� IN6�(Iip 017 T1e5 tKHTAUIf. #,Nt Ed.
<br />L65 THAN IfIfACAF-a aN SClRMRE RFatAAT AN4,Oy SPACg10 BY Ma71PLt1NG SPAC#Ks Oroem ON
<br />b'CIIFaYSF Ire t1E F{Al4AAS ietlaRb. nNl Tf73 lN'�F7SW tD BE 1NISSIN.E. IfEaa66Q SiY1CBS
<br />ItBi/w1EF) 115H1a FA^tOR S11NLL NOT BE LESS itMN MBWIylY 15NtdS fAYYGDBL FOR OtQi ANCNOA TYPE
<br />a+ i11R saftmut
<br />AfIlY1L}R ,�
<br />t/#S
<br />tA'•
<br />1!t'r
<br />/ 41
<br />1jt'.
<br />tj#•s
<br />�TY'NII
<br />etiS•6if
<br />Raft141I
<br />1AYtl-11➢t#i
<br />Fd6K-W
<br />YeeYw AN(RIOR �AI�A:
<br />3
<br />]
<br />i
<br />y f/i -
<br />��
<br />5
<br />a an'
<br />r
<br />a
<br />a 7/ffi
<br />a
<br />iNytANEe {pA.)
<br />t�
<br />6
<br />a Yn'
<br />X.7�i•
<br />ri",n
<br />a ln"
<br />a
<br />BXbE
<br />OkAANCH .)...
<br />FAC10R
<br />Hum
<br />3 ,Iz•
<br />-
<br />fa5
<br />-
<br />ta5
<br />Lac
<br />� SPACINGS i'/FkY VALID WHEN SPACER 1S LISET3. SEE T /1 fiSEt MAX. AS.D.
<br />DESIGN LOADS do MAXMAJ(: PANEL LENGTtLS WF�ti. SPACF1t t5 USED.
<br />SEE 5}1EBYa ig ds 1g f� ANOHORS
<br />ATiCM1N7 TYPE
<br />TYPE Tii 'SPAClBk; FOR y16TAnArx+Ns RRa
<br />tARi`Ayi
<br />4kLN9lMA1RtgR S.A4ttAS .YS YBIBYHe
<br />LBNMYLt.. AWAYa11 /vAaAe MJ
<br />b
<br />rY� Or•,• (On.7
<br />�„,�trbN.e.a ONA DaJ
<br />}
<br />EOOE DSTAt&`E AkE RIOICATP� aN T/68
<br />RSIROIAL FOR E.A Lcss THw etROtTFn
<br />aW SCHEDULE REDUCE ANYfOR StVd3NG
<br />s.
<br />BY MI6-t+PLYBx SPACING "�R1w71 OW
<br />SCHEDULE aT O# faNllAnN9 FACrOiS
<br />FOR TIBB DI•E,N7IYJN Po BB Pogs19LE.
<br />PFOI10Ea BPXRWB D$1NNED u8y19
<br />FAC1Dk'S1W1. IAfl, � L65^u THAN
<br />y� O■y�
<br />, tja*,
<br />5•
<br />O.tKt
<br />YM5N1M SPARyHO l'i11 FtXt EACH
<br />rxataR TYPE ON t16s geHEDULE.
<br />O
<br />INTO 1yQO� STRIJC7URES
<br />L }t 11
<br />`�.
<br />=f: .• $t! -�' _N�DD HEADER' _i'- wDOD NEAE�R
<br />,.•+' j 'REoialRED ,�' OutRED
<br />h
<br />14 - '•�. �?
<br />•"t 44 TAPCON t 't 4"r TAPCQN
<br />f
<br />9�`D.G MR 6
<br />t '• t4�
<br />f9�" �O.C,
<br />g
<br />f I
<br />f� rI� �✓ � t /� I�.G�°
<br />�P I
<br />1
<br />E%b11NSt*g 1 1yaW-3M' .,. tall
<br />PAA!{L. IENOTflc� "l" MAX.
<br />N I R y (SEE ELEiN.Tidi
<br />��' a f ON SHEET t2i
<br />R I tf 0 GE+li5:
<br />I
<br />�j
<br />PLS17: IsuTE
<br />�
<br />REQUIRED REQWREQ ..
<br />PANELMATE PLUS 1/4-0 P... E P y.,,. ANFLAfAT 6US
<br />ANCHOR o vz 1/z" aC.. ANCIwk a tz 1/T' D.a
<br />IIIIILlkr
<br />WALL MOUNTINGS /LR 0. TI(�/� "'_"SCALE 3fe"'�"�
<br />_ D 441B7 x FLORIDA BUILDING CODE (Nod High Velocity Nu "no Zot7s)
<br />/. INSTALLATION ARE ONLY VAIJD FOR MAX. A.s.D. ?* " STATE OF t#lEca fNa 24 GAGE GALVANIZED STEEL STORY PANEL IfAeYH en
<br />DESIGN PRESSURE RATINGS (P•a,7) AND PANEL =Flo''• f�OR - 3� a GLOBAL PROTECTION PRODUCTS, U.C.
<br />LENGTHS AS PER ELEVATION ON SHEET f2. IL ECO HNC,
<br />2, FOR NEW jN444 FRAME CONSTRUCTION; WOODS/QNAl.4•� { 7 kr #ex s: 7t4 aXOweosL mw � n�tsaua
<br />MEMBERS TO BE SOUTHERN PINE No 2r Wf SPECIFIC lNuuHl{uY"(H6.yny6-TSK, sAt: {46sJBN-b7er 2D-i75
<br />DENSITY OF 0.55 OR EQUAL. tx-bafatm �:•' •a •�"++ Bte1nit5 R"
<br />PS. �xJslWaltua£/t1#ly TH7 A tRiir A,y RB qtl ,Fi r"''.
<br />Sow III 16 aF ie
<br />..II I.L.,I,P 1, hl , .116. lr lV. 1 .1 1 :3.e1 „. 1:a 1 : is I
<br />
|