|
EL
<br />11 lliii
<br />III
<br />""Im
<br />-•-- -:-- '.,_.L.�L..i.. ..._LILT M 4&L..-. j lj __ ,., ', . .
<br />�.IN
<br />TO OU96 -
<br />Ib101fION
<br />SEC110N4m
<br />w OR LESS
<br />2 9/,r
<br />BOLTED •
<br />2M'Wr. X. 1Te.
<br />!ri
<br />.DLO. -75A
<br />70, OR LESS
<br />2 T/r
<br />BOLTED •
<br />e ! 4TW
<br />• M[MURFD/f11DY-~BOTTOM OF µ. P�MIEOr M, NO ! W F AT OVERLAP 9 OF PANEL LENGTH
<br />•,a 1,.: 1 1 ' ,II •'.•>tl 71 11:t .MI �'
<br />MLEM
<br />A.S.0
<br />IIRIWAN OWNERS SRCM FOR L a . 3 1/r •
<br />APPU'IRLL TO
<br />ANY CDMBWA1 SIM
<br />INT THIN
<br />MDMae" PAML
<br />GTH vML
<br />PRESSUREINU
<br />LR.
<br />CALK-0I
<br />PMW9 FORE
<br />ToPRESSUREbP'OOHB
<br />IABMOTE PLUS
<br />TO OIDRTE
<br />To C, "M
<br />To CONEWEVE
<br />O 170,,,,1E
<br />To GINIGNETIE
<br />TO e0Nd,1[
<br />SUCK
<br />66.0. -75.3
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />V A 2' (70P)
<br />70' OR LESS
<br />11'
<br />3' •
<br />10•
<br />3'
<br />S•
<br />A-
<br />5'
<br />4•
<br />I' BOTTOM)
<br />12'
<br />r
<br />12'
<br />r
<br />B•
<br />6•
<br />a•
<br />r
<br />I BORON)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />It'
<br />2' (BOTTOM)
<br />7'
<br />N/A
<br />4 1/2•
<br />N/A
<br />♦ 1/2-
<br />N/A
<br />3• (TOP)
<br />12•
<br />N/A
<br />(2•
<br />N/A
<br />0 1/2•
<br />N/A
<br />9 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12-
<br />N/A
<br />4' (TOP)
<br />12•
<br />r
<br />12'
<br />9 1/2•
<br />12'
<br />11'
<br />12'
<br />It-
<br />4• (BOTTOM)
<br />L LIMITED TO OLD pal. A.S.D. CUM PRESSURE PATRIC.
<br />ASK OW M FOR M HM TTFE ! SPACING FOR WRTMIAIDM INTO W000
<br />MINIMUM ATOM memo me ~N on INSTANCE ARE NOGW® am THE
<br />SoNKLL FOR La LESS TWIN so"= ON sm uE REDUCE nLYmR WRONG
<br />B/ NLIWLYSB SPACING BMW ON SCOW N THE FOUDMD FACTORS. MR
<br />,HIS OPDMII,N A K MORAL PMM MONO OEMM Wm FAX00 WINA
<br />NOT K USA THIN MINIMUM SPACING mom POI EACH AN,IO1 TYPE a
<br />2/411'.
<br />1/4'.
<br />1/41IN
<br />1 1pv
<br />� 110E
<br />r. Remain WAIIN 043
<br />a
<br />3
<br />3
<br />a '/a
<br />4RrINr,w o1N..r PN
<br />a
<br />a
<br />a
<br />3
<br />je''"A•' OrR1A w 9t3
<br />a
<br />7 1n
<br />3 1/2
<br />4
<br />mR Bi
<br />aCaK
<br />al
<br />- CAD
<br />,m
<br />,
<br />1
<br />+ REQlIRES Y9I. o6TAMNCL K7WE0R BOTTOM OF ►OILER 1
<br />I
<br />I
<br />++ OM" M - DISTANCEBE1WE64 007T01N OfPA EL
<br />AND 0 TO Be 3/tr I 3/16•
<br />•
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1 )
<br />.---15.123• (1001 RUTH)--- --2.1ar-�
<br />i /2500' (E7IECTRE WIDTH>- --_ .-.- I .193 1/4•'�20.3/1'
<br />C, ! .7lD' r --'TO 04U 9 6 Imp.
<br />__,6 1/4' MP.)--___�-i � .374� .125�AW ---
<br />.-...13\PANE_I.M3Ww---�
<br />,.360'--:\ ,'i5°• )00• 0- (MAY K
<br />j L)4HA1,D �STGAU
<br />`A�•a775•1.67.R 2sEDGE TYp, -7{.26D 000000000 M1j•,D,S- I •-s6MNFa0EDOE (-DIRK a2.1-OLTAL A .,,a' D04L_12c0'---)'Q •��)1O[TAL A-2.000'--•' '
<br />►AKEL9 SHALL K MBTMLID ALNAn vw,---
<br />FROM TO ow LEFT t WE OF' PANEL O2 "H• HEADER �3 rF' TRACK O4 ANGLE WITH STUD
<br />✓i . (_ ET . TOP EDGE0.024• (Mr.)
<br />RAAELS ENO UP GALVANIZED STEEL
<br />W/ Nownt lux ?MEL
<br />.37s' P. i
<br />- rW. �-1 - pX70• ��
<br />\n 0 ais• 0.25WO
<br />2s0' 1 407 It M. J,_ .{,'C'y�,,.
<br />OR
<br />r----- 2.250 -- - ISOMEMC VIEW DETAIL A ;33•�- 270'i L
<br />r 250 ROUGED CORNER 0 ENDS OF PANEL'S N . up -ow'
<br />-1 I--2.37a• - ETD UP W/ HEMMED EDGE 62s, .,25•
<br />(N.TS) "SM. sormu �QLj
<br />2�D. (... _ K or PANEL
<br />o9r) O 310E-N1S4 ALUM- 1�W�
<br />3.700(T'-P.P•) © ��AT P��
<br />' .072' 75Y ALLOY
<br />.•SED MET
<br />It 24- $
<br />FORIIADDITIONAL
<br />.700-LoK IDDIN S 1 1%
<br />125• ONLY VALID MRHITAUATI7M6 Are)® /2 1 /i2 1 /dr WOW SWLC(LMM
<br />MAX, LEINGTH
<br />2F•_.__' zDoo 3.
<br />--,193• Y I If1.2.p5' I.000 R am•� .
<br />O7 REV. "N" HEADER O U" HEADER r MN. TO r Ma.: L �)
<br />0 ANGJ.E - 2.000'--' .i
<br />O 1 T "J" TRACK 1© PANEL_NM�E6
<br />6DeT- ALLOY,V�C� A. - .-----r----''. _, •F-sT - :tL7,y$1': T•vT4�.'l••V-�( (T 1�WIo1I(USE ONLY FOR E-Z MANG SMRA PA EL.
<br />311•��• 470' UM7 SYSTEM) 6063-T6 ALUM. ALLOY
<br />46R BUILDING COS Non High Vd Nuu one Zons
<br />ts, r 1.12s eao
<br />L I Lao,• .123• S}, `3. �' _ ® _� STATE OF aaRL TW16q TIC 24 BIDE GALVAMM STEEL STORY PANEL 'S,.
<br />DM IL-
<br />oeo
<br />crYP.) _ IFt$ SEE SECTIONS - _ Mil �O' . ! : ' PROTECTIOTILT WER N.N PRODUCTS. U.C. p W
<br />IL SCORNS.
<br />Al-1 /sow
<br />u ! L rr LA'RLWIA AA1MIL R am 20-175
<br />t® RULED-QUT "F" O4 RULED -OUT 'F" TRACK ® t ® "- A o'+� r �;� ^ 'r "w 6�>• 7ML F LM.>,w 6m
<br />r
<br />TRACK ANGLE (1ANAC 3 ALLOY) PL sollsmwuw.A FE WLM wua 'i. rl MITT 2 eF ,a
<br />SHEETS 9 T1640UGH
<br />BE
<br />ANOCONCRETE
<br />CHRS LOCATION
<br />E SCHEDULE ON
<br />DOSTIItG POURED C0 _ SHEIK 0 THROUGH 10)
<br />,7R cnnrREtE BLOC(
<br />REOIWED. ,�y. y A �LIFRNAIE lE0
<br />WAR. - ,
<br />CONCRETE ANCHORS
<br />(SEE s,CHIEDIAE ON -?-_-
<br />1
<br />gem 9 INWUCH 10) I
<br />8
<br />Eb.
<br />1
<br />1
<br />If L
<br />1
<br />1
<br />- 1/4Y-TOat'
<br />j
<br />.: I
<br />AM IIrY PK
<br />tM1•M as a••ry
<br />.L. �..
<br />PANEL ED
<br />.�
<br />L--
<br />I
<br />(w SCHEDULE
<br />'--
<br />SHEET 3)
<br />SEPAPATDN
<br />M CLASS.SEE
<br />SCHEDULE
<br />50%;
<br />ON
<br />1
<br />OF l
<br />1
<br />B 1 1/2' OC.
<br />ICE ANCHORS
<br />OF WALL ON SUB
<br />SHEETS 9 TROUGH 10)
<br />_ .. S T. CONDITION)
<br />iNEEIS 9 THROUGH 10) `"' --
<br />CEILING !MOUNTING
<br />wLLE s/a.r
<br />CONCRETE AICI
<br />SCHEDULE
<br />M= S
<br />• St' IQ VIA." "M
<br />• ,: tR• oz
<br />I
<br />1
<br />I !
<br />1
<br />1
<br />ION TO CLASS.
<br />a]7ULE ONAT
<br />t�2aG,•.
<br />-
<br />wwa WIDTH
<br />(ON
<br />SHEET 3)
<br />' t'J OF
<br />1 MAX
<br />1
<br />t' Ma.
<br />1
<br />PANEL UDICNN
<br />1
<br />(FOR 3 I
<br />�
<br />Q =ZP
<br />TDSEP
<br />!
<br />ON 59
<br />ON DIM 3)1
<br />V4�A-gas• 10
<br />aL 9 ! 10
<br />-N SPACER
<br />t1,.c/
<br />p�
<br />@4K AM
<br />_L_ _.. _ _J E.p. / LENGTH 1 OF T
<br />MAX.
<br />'� i % 1 i
<br />! W e F tl Os CONCRETE ANCHORS I
<br />(BEE SCHEDULE am
<br />SHEETS • THROUGH IOj - A.-{ /6) z ,/r LDMO WX. KLMOK I
<br />M1G �:/ BRINGERS • a , 4. D.C. VALID FOR
<br />rAND PANEL
<br />NCREii Bl. EXSTM POURED CONCRETE -._i j LENGTHS PER SHEET &
<br />REQUIRED . OR CONCRM BLOCK IEOIXRFD ;� 12 WX LONG I1r D.C. CM TABLE IsPACERS 9
<br />SHEETS 9 a 10.)
<br />WWI
<br />1.1 4 i.117:T
<br />�
<br />SCALE 3/0.1•
<br />$,:I
<br />. 4416T
<br />01070 "`T100 WL
<br />ILECOINe.
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />to.
<br />OWNER IN,
<br />GLOBAL PROCTION PRODUCTS. llC
<br />lsm
<br />p•STTD
<br />>< O;
<br />0RD
<br />'/0A••E•••G�V' '� '�-_ -'" .
<br />fT.•
<br />IM LL el
<br />WAIL 333$4
<br />{M)erMM MW (M4)0W-:SILT
<br />INra.Wf WL EL �MI"-,N0RL .w1w":PAAIANANO,I,-R,M4171r
<br />F'PRL"Gr
<br />WKlol A &I *44. PL
<br />20-175PHONE-
<br />aRwla Rr
<br />MRa e O to
<br />r r..
<br />w
<br />INSTALLATION
<br />DETAILS
<br />FOR SERIES 2000 & 1000
<br />E-Z HANG
<br />STORM PANEL G)
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4•0 LAC S,Da 9 r O.C. W/
<br />'4-0 LAD SCREWS • 6. O.0 W/
<br />t 1/2' MM. TMMAM PPEWAFAM
<br />TO DUSTING WOOD HEADER.
<br />t /
<br />.JWADER
<br />(2W WOW
<br />1/2• MK 1MFADEO PENETRATION
<br />!
<br />MT ON ON EDGE
<br />EASIw Wow MEN".
<br />FA fta O �
<br />\ I
<br />••�
<br />4 CA"t F,EA 000.CFO
<br />\ r
<br />-
<br />•
<br />l
<br />1
<br />�`� I
<br />/ r1 USG S,IE1S • O-C.
<br />1/1'F- O y4• TNUSS
<br />i
<br />D' W/
<br />,/2' Yh Ta1FADEO P£NOROM
<br />(SEE DEAL 1/24 a
<br />},
<br />1--_-1_ ,ERA .2 W/ 7 Sb
<br />ro DOSTMO ,TOED NFAODt.
<br />NOR IA
<br />r1 �i R)
<br />pop
<br />I a/IMYRE
<br />4 C0M #14.1• Lux
<br />5
<br />S�Opppp���ppE�TWL)
<br />M ®
<br />• FA ETD OF
<br />_
<br />D�1
<br />A W/7/6 W.S/3r
<br />NC I •
<br />RED OVERLAP
<br />TRLAr
<br />f�r �
<br />2C 10 CARL � I15. W/ /4•
<br />SDV^9mI
<br />7A /32
<br />wNC NUI •
<br />11D11' OCEAN
<br />_ I y
<br />IM
<br />� A u
<br />e
<br />', 1 41 IVA1E1A1FEMALE m
<br />B 2 7 41~ h 1• / Nti>/ \ li rmNDYAt[ P Lca W/
<br />7n' («. TrsIFADm
<br />MDR IA BELOW) PENETRATION 12 t/2' O.0
<br />1/4'W IAO SCREWS •
<br />t12, 0, ltl� AT SElfFS tOOG OR FIAT O W MttEREaE RED
<br />T MNOMATIE RUS W(
<br />D�00 PEALTWAIKN • 12 •
<br />MA-N. ALTERNATIVE 2•'W
<br />SCALE tp•.,•
<br />ALTERNATIVE 1 V
<br />SCALE 1/4•.1• I '\
<br />2diIIic
<br />r61ALLATDNS ARE ONLY *AID MR BUILDINGS WREN ASP. DESIGN LOADS
<br />UP To .66.0. -7S.3 oN AND PAHIL'S IDIOT, LIP TO r-10`. B
<br />2- FOR NEW WOOD FRAME CONSSTRUC M WOOD MEMBERS To K SOUORWN B
<br />PINE N.. 2. W/ SPECIFIC DOWN O O.W OR EQUN_
<br />I TOP As
<br />BDILIk USE
<br />HELL AS rNELCONEC(WN ,0 TR1CK1i m ORAT�'60TIOY �'W.9ED ON S 1 1EBO
<br />1pGG OR ED00 ffSTALIAImN TYPE W IWLT I.
<br />Maly mR ,XMBMKwI m ..eH,e,se AI MINATNE TOP ALDER 11000 IRA
<br />COP s BOTTOM MOURVROCAN BE CBE COMBINEDN ANYIM
<br />WARY 10 SUIT
<br />ANY WFIALLAVION. aCMD I/r . V
<br />NOTE : SNUnER TBMCIS rat SHOWN FOR CLAW"
<br />AT TOP OR BOTTOiI
<br />WITH TRACXS_ � IM_� B
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-" (ft.) 0
<br />MAIGM M AS.D.
<br />PRESSURE RATING
<br />(P. c) (+ er -)
<br />CONCRETE !WOOD
<br />NBGUATDNS t
<br />L+
<br />IA-
<br />10L0
<br />W-r
<br />2560
<br />rY-0'
<br />1V-r
<br />Jae
<br />IV -I'
<br />r0'-0•
<br />4K0
<br />No'-r•
<br />r-0•
<br />4a0
<br />0•-r
<br />ra'
<br />Sao
<br />0•-1•
<br />r-4•
<br />5"
<br />r-r
<br />a' -r
<br />000
<br />6'-3'
<br />r-71
<br />IS.D
<br />0'-0•
<br />1-4•
<br />Pao
<br />r-••
<br />r_V
<br />no
<br />r-S
<br />r-10•
<br />Sao
<br />r-r
<br />r-r
<br />alo
<br />r-0•
<br />0'-9•
<br />00.0
<br />6•-r
<br />6-2-
<br />BAD
<br />s•-r
<br />r-0•
<br />Iola
<br />6•-J•
<br />5'-0•
<br />,;To
<br />-
<br />S -r
<br />RLs
<br />s -5
<br />1V4l LAC SORES 9 or O.C. W/
<br />1/2• MIn. nwAE4 D PENE7Mim
<br />TO DOOM WOOD HEADER.
<br />- J1 4'h 1• Y$
<br />7 A WxC
<br />�NLR , oa
<br />1��jf�J9 iA ENDOF
<br />7+6/11 (SED DETAL 1n4 a
<br />REGAWED
<br />11 ox. 1 -
<br />C 0.0 2 71i. HRn
<br />64'yP,A-32/03µ2/r - TO GLASS : fit//64•-0-2/0,3/M./4-
<br />2 e/6 'lrARAI WNG NUf 9W/ wN0 MY •
<br />ro GLASS. I EVER, OVERLAP ly i rAw OVERLAP
<br />L \ e 1/4v0/-R62'10�J a• Y$
<br />4Y- , YS. WJ O �L 11 1• I 1IT�Y1 /W (8EE4•
<br />1 h •NGTE ,A DOOR)4 7FS} 6 1 4v-107`/4' YS W/K7L roa/32.
<br />C",1 NUf f Ir O.C.
<br />- 1/4.4 MG SPEWS • r 0.C. W/ \ I 1/4Y LAG STEEDS • r O.C. A/
<br />1 1/2' MIA. THREADED PDE'IRAOION IAn (2) r :1 7NIfAOED PDE7MT10Y
<br />MM, FIN K
<br />r.4' WOODPIAam OR:OF MATE
<br />'I \ PLATE OEOUI ED FLAT �yp�
<br />SALTERNATra
<br />4l1 1
<br />SCALE 1/4•.1•
<br />1/4. 3/4, 4/5, 5/5 IT 5/5
<br />CHEDULE ONLY FOR REGULAR STORM 2/4 iW/6. 2W/E, 3W/7 t 4W/7
<br />RETE. CONCRETE NXK t WOOD W rl: MAX ANCHORS (SEE SCHOOLLE ON ON - SHEETS 99, to e,l) ------ --•1 1' MILK'"
<br />SINGLE PAMBArl)IMERIIIIJUNIM AT EACH
<br />END III TRAtLCS f3)_ m ©t d•2 9g o O
<br />D.M..0G 3Q, 4. (T �- T-rT-T-r-r?-'T -Tr
<br />DBIECT MOUNTED AT EACH ENDS
<br />®®/
<br />MAXIMUM PANEL LENGTH °r®
<br />"L+" OR "L-" (it.) 0
<br />MAXIMUM "a.
<br />DESIGN
<br />PRESSURE RATING
<br />(0-1.) (.
<br />CONCRETE At WOW
<br />N9TAIJATtoNs t
<br />Sao
<br />/4•-4•
<br />25.0
<br />or -IV
<br />II,-r
<br />JOO
<br />W-a•
<br />lo•-r
<br />JSO
<br />I0=10
<br />r-r
<br />4110
<br />0-4•
<br />r-2•
<br />450
<br />9'-1•
<br />6•-T
<br />Sao
<br />r-7'
<br />a'-Z'
<br />Sao
<br />r-J-
<br />r-r
<br />0"
<br />6'-0•
<br />T-9'
<br />65.0
<br />T-••
<br />r-:•
<br />M.O
<br />r-s•
<br />r-II'
<br />73.0
<br />r-2'
<br />a'-9•
<br />Sao
<br />aao
<br />7-0•
<br />e'-J'
<br />Sao
<br />61-S'
<br />V-r•
<br />sao
<br />r-r
<br />51-10,
<br />Toad
<br />s•-J•
<br />S•-r
<br />to"
<br />S•-J'
<br />31-4•
<br />l IQO
<br />-
<br />51-1•
<br />r T6.0
<br />-
<br />4'-Ir
<br />IA.a
<br />4'-a•
<br />MLL7NGnH
<br />PANEL(in)
<br />MNMIM SEPARATION TO CIA= SCHEDULE
<br />WIND Srtm 4 170 m p 11
<br />WIND SPEED a 170 IRah
<br />IM,STIW®
<br />I R67RMIED
<br />UNESTRMNM
<br />RESIRAIIREO
<br />30 OR Len
<br />,•
<br />6.
<br />5 1/4•
<br />>33 TO 90
<br />1•
<br />7 1/r
<br />7 1/2'
<br />>90 to 145
<br />1•
<br />,•
<br />7 1/2•
<br />7 1/2'
<br />TOP
<br />nowT'
<br />MORE
<br />HEADER
<br />y
<br />HEADER
<br />1.5'X1S'
<br />ANGLETMOR
<br />.M,.
<br />7• TRICK
<br />ARGUEIXO911RES
<br />r�/T�RACK
<br />-
<br />DOW MOUNT
<br />4r
<br />s2•
<br />32'
<br />35•
<br />w80•
<br />1.
<br />4
<br />I.S1T.5' STUD ANGLE
<br />3r
<br />32'
<br />3r
<br />1.
<br />4r
<br />3r
<br />3r
<br />B
<br />'r TRACK
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<br />60•
<br />1.
<br />�.
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<br />M.
<br />1.
<br />t
<br />s0'
<br />32'
<br />32•
<br />3r60•
<br />se'
<br />sr
<br />UNBOLTED PANELS BOLTED PANELS W/ 1 40-20it _
<br />( APPLICA� AS , S M.S. BOLT AS PFU BL OYEAIM
<br />((l I -1 1�1 I�
<br />�J 9
<br />O O O O J
<br />v YAX
<br />6 ".• WIN.
<br />1/4. -f . 4/S, 5f. t /0
<br />2/4 1 W/6, 2W/B, 3W/7 t 4W/7
<br />ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 !14---- -__J
<br />REGULAR STORM PANEL Gl ELEVATION
<br />2S9T N.T.S. 1/4 �MaL GAP
<br />(NIA 0471/P •1 ou wa-v) !
<br />AWL CAP
<br />:� SECTION A -A :-�j
<br />N.TS.
<br />NIOlL9
<br />.A ALlOINMFPANELA POSM DESIGN ID.O
<br />D(I) L.:
<br />LamMAXALLEIAQ. WIDTH FOR A QADNEGATIVE AL0DESIGN LOAD
<br />(2) PROCEDURE O DETERMINE: MNBWIY PANEL Lownt
<br />GIVEN! A POMM A.SD. DESIGN Lg% OETDIEBE MNGRM PN16 LENGTH %+' FROM SC IDIAE_
<br />OAEHR A rEGT,VE A.S.D. ODfON ROM. DEtOW010E 11Ao1RL1 EWER LDDM %-' FROM SCMmUL
<br />F9ML IMNBWM ALIDI ' PANEL IDDTH 6 EOUIL 70 M YB9W KIDWRED M41L LEMON
<br />K1KD1 1.' AND 'L-'.
<br />(3) SEE 904 OLLE BDOW FOR MIN, PANEL LENGTH FOR PORDVIV QUVRIOODM.
<br />t MMLLAYM ORO WOOD ARE LM M TO 4 95 p.LE, MAX AS.a DESIGN pri3s E RATIO
<br />9, TO ! 11 Fdl VAX. AID. DEM011 tOM9 ! MAML PANEL LENOM9 FOR
<br />��, 9PACFA K lWEO.
<br />FLORIDA BUILDING CODE Non NNIlgh Veloc
<br />cons ZNHn9
<br />'
<br />* •
<br />��•.•
<br />s,
<br />y ,AtWWGR
<br />.44167
<br />tk
<br />ATEOF '*
<br />OAIO►`/ •av
<br />•
<br />G
<br />am "AM "I
<br />IL ECOEEBA:.
<br />24 DATE GALVANIZED STEEL STORM PANEL
<br />OWN"
<br />PROTECTION PRODUCTS, LLD.
<br />4aa AN. Dl SHEET
<br />DIAL FL........... =14
<br />FM
<br />pNXES-T9M. (N4ts19-RA
<br />NID/E
<br />MW:
<br />Aa ! L a WIT• �• R aF,r
<br />Am
<br />Ir... •AE 4IN,-LAW . A., •RAm-rrWRO
<br />... W..ar..
<br />A' ►J•
<br />A�TL FLOORA 44167
<br />20-t 7S
<br />anam NP
<br />r a
<br />A941 n ARw r
<br />9REn 9 or a
<br />INSTALLATION DETAILS FOR REGULAR PANEL (I
<br />INTO WOOD STRUCTURES
<br />- III WOCO ANCORS / I I .. 1 TO NL16T.
<br />x II i -( ON,�I ,/ �- - ONSHEET 3)
<br />1sa�mLAE
<br />SHEET
<br />- • f t//• as � AIR FAIR
<br />UMN 60 r-n
<br />1• mu.
<br />•A� / I DOS,IE6..M PANEL LEWO
<br />-i- M(SEE
<br />,
<br />w000 HIFIOQI 2 w000 ANCHORS! 1 mA6s SCHEDULE
<br />/
<br />REOIIRm
<br />I/4• (SEE SCHEDULE ON ON SHEET I�FOR
<br />` SLEET 11) •`� 1 ;,' SPACER
<br />( .
<br />in. I t-I � '
<br />WOOD HEADER -
<br />71 Ea.
<br />REOUNRED
<br />5
<br />1 I 1-
<br />S 111 ') I' MAX LONG ALUMINUM SPACERS B 12 1/2•
<br />1 I D.C. (SEE TABLE 11 ON SHEET 11.)
<br />•. II I SEE NOTE r LEMON FOR LWNTATONS FOR
<br />v MAR.
<br />I SEPARATION 1 \'J t• j,I,(I(. I ! 1 1 1/2• LONG SLEEVES,
<br />S.. PANEL LENGTH I PANEL. LE3DTH
<br />(SEE SCHEDULE 1 1 (SEE SCHEDULE ! ! II a A -PACER MATE FEMALE D OR PANEL MATE
<br />1 (SEE SCHEDULE 1
<br />ON S 1 HEST 3 ON SHEET 3) PLUS (SCE SCHEDULE ON SHEET 11)
<br />1
<br />1 tpv-2a.r
<br />Mw►
<br />1 v
<br />+ l wN� aaa" X) 10
<br />- ; i vuT
<br />sc 1LE E E' EOUL40
<br />a Ass E IXR
<br />1
<br />i jai BEET 3) i DIRECT MOUNT W/ SPACER
<br />iALTERNATIVE 2W
<br />v M 1 S SCALE 3/a.l•
<br />y' SEE TABLE I1 ON SHEET 11 FOR MAX. PANEL LENGTHS ! 1 I Sy( - (-_ . ( • 12 1/2. D.C.
<br />X
<br />j I OF 1 HAW, A.S.O DESIGN LOADS FOR THIS INSTALLATION.
<br />EQ
<br />- MAX.i
<br />1 ''
<br />.., ..
<br />_..3 4• i • /2 1/2' O.C.
<br />I - WOOD ANCHORS tk TICIsm
<br />- I ; I ON 2AACa M UW K 11/r LOW P.
<br />° - 7`7 I
<br />!f l- {i.� SHEETt')RINVWAMM °arN'LBW(rW(WAwaEKAHoMRKSTORY Bi~m,,NRGIK"A1Kr-o-
<br />I.!,!
<br />2'x4'WOOpL 11 *ram Iss level
<br />-'
<br />' •ks' WD00 YOI19 H�III dINO1L7 S OM WWII tt).
<br />RATE1I WCOD ANCIDRS 1' IRA KPAWAl10N ro O// WmGTa
<br />STAOOOIED W/ STUD ON !RR a YW` K mum 10 1 4' a d h REQUIRED D) A1LWmRE a1WB 1NIG carDREMI M Pnla MAa IDYLL m HB
<br />P' MITT WA[ PWa) fHNI K 71NOD MYYM A a 1/r at.
<br />(SEE scmeat" ON LOB As iw ra lm m olNanam/ARE-�
<br />a0PUo WAIL
<br />Q La1lWelgx /ROM 13 ,/2. O.C. fHWOSm mLOWO W
<br />. _ •SKI
<br />() AM OEM
<br />ma a -a ►a m (0) Ma. N va MHa LENGH IS Lma to w A or mRm
<br />ioxwoom am
<br />mu C AaM w10D1 '�� ALLMED
<br />p) Unal_mm BaRY Pam LDaN m WALL MOUNTING / DIRECT YRUOULINT 9
<br />ALTER'NATIYE 2W W t I/r UM VA= cDr,alax M WAIL K a BOOM ON
<br />�AL�, �D��NG
<br />W t� a AN enoo�m'11000 FINK MAIL SCOT 3/6.1 • SWEET L movALA la O , A11/2m' Lam a1RCm1 M K ONLY
<br />3 AS MOM III ANN
<br />ALTERN�rnE [[-"ms =Awn ow THE DIED (TN Imnp I O THE 0.0m0R
<br />SCALE 3/M,' (4) ONVAL=WI ONLYKmsK amL
<br />N �
<br />2D 4Willl ["'N
<br />ZOMfa••st Ea A. TI(4r
<br />Norse 3 vCEN : /� FLORIDA BUILDING CODE Non High Veloofty HUT One Zon•
<br />NOTE FOR COUB14AMM OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. .• NO. 44167 L• °� nMIX We. 24 GAGE GALVNBZED STEEL STORY PANEL Il.
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = * * ; * z -� DAWN ar.
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCH MILES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) a/D/a2o
<br />SUTE IL ECOINt. �� • �• IIWI:
<br />INSTALLATION. �ORID • MAIL FL SR.'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD V,My ..a!L• AWrr AArWR.R aNr
<br />MEMBERS TO BE SOUTHERN PINE No 2. IT/ SPECIFIC S% •"""• �L 14..: IMa .H.,-. A" . IA 4T,-,m COTE: (a)fM-7ML rmR om)=. m 2pwM ft
<br />r
<br />DENSITY OF 0.SS OR EQUAL. a-aa"wts
<br />alifll A TLLR i., ►s SHKI a O Is
<br />NYn Aiir t•e W6fY i E->r NYtl 17DYa 6
<br />(CI Tp Fxt,+ �Wppp ,Dpi. �'i'L�t�: fRM11TY- 0 " O.SS Met I.
<br />i. 570a1 PANEL SHDIIN ON TIaS PROOLIC'T EAALLATDN DOQAFM (P.LO.) HAS BEET/ VElW1ED FOR CO1WlLANCE N ACCORDANCE
<br />- ,/4Y TAPODN ANCHORS, AS YAMIFALRURED N I.T.W. BIINDEX. NC
<br />WITH THE 2020 (7tb EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH
<br />- /14-10 PANDAIATE FEMALE 0 AND PNELMAN PLUS ANCHOR$. AS MANUFACTURED BY ELCO COSrRLCnON PRODUCTS.
<br />VELOCITY HMMIJNE ZONES (KAMI-PAGE / WW MgD COUNTIES).
<br />- 1/4•0 LAG SCREWS PER N.O.S.
<br />DESIGN WOO LOADS 94LLL BE DETERMINED AS PER SECTION IBM OF THE ABOVE MENTIONED COOS, FOR A HLSC WHO
<br />- 7/1 Co a 5/0• WOOD BUSING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT At SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JUBSDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ONE!CTIONMDY FACTOR
<br />0-O.6S, USM ASCE 7-/6 AND 94ML NO EXCEED THE W10YW (ASDJ DESIGN PRESSURE MTRDS 6DKATED ON SHEETS
<br />C.1) MM" THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE 1 1/2• AND 2• FOR ELCO PANELAWE PLUS
<br />3. 9 716RU 12 At 17. 16
<br />AND PANaMALE FEMALE D.
<br />IN ORDER TO VERITY THE ABOVE CONDITION. ULTIMATE DESCR WIND LOADS 0E7E1IMMAND PEA IBCE 7-16 SHALL BE FIRST
<br />REDUCED TO A.S.O. DESCH PRESSURE RATING BF MULTNRY91G THEM BY 0.6 IN OROM TO COMPARE THESE w/ MAX (A.S.D.)
<br />C.2) M"KN THREADED PENETRATION Or LAD SCREW. I ILO THE WOOD FRAME UNIT 9ALL BE 1 1/2-, NO THREADED
<br />OEM PRESSURE RATINGS ID"10 CN SHEETS 3. 9 TWN 12 ! 17. 1a
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE IEOLARED THREADED PENETRATION.
<br />IN ORDER TO WAMY THAT AN04M ON THIS P.E.D, AS TESTED WERE NOT OWN STRESSED, A 33% INCREASE ,N ALLOWABLE
<br />SUM FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS WADING TO WOOD INS BEEN DETERMINED IN
<br />C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL K AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WIN N.D.S, 2016.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE NAS BEEN VERIFIED IN ACCORICAMM WITH SECTION 1609.1.2 O
<br />CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/6•. 1/4• 6-20 SCREWS USED SHALL BE 1 1/2' LONG MR111MLM
<br />THE ABOVE MENTIONED CODE AS PER A ERICAN TEST LAG K SOUIN RORIOA REPORTS 10614.01-01 AND #0219.02-09. AS
<br />SHOULD STUCCO EXIST. AND V Will 01 FOR WALLS LATH NO STUCCO.
<br />PER SSTO 12-09 ! ASIM E 330-02 STANDARDS, AND AMERCAN TESTING LAB SOUTH FLORIDA REPORT 01123,01-10 AS PER
<br />TAS-201 AND US-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION INN OF THE
<br />C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE DOST9W
<br />FLORICA BUILDING (DOE.
<br />WALL ANCHORS 94ALL BE LONG ENOUGH TO REACH THE WNW STRUCTURE BEHIND SUCH PANELS.
<br />ANRCHMMM SMALL BE AS MENTIONED IN CA). C.2) ! C.4)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY MA TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />(0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUKNUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-1114 ALLOY.
<br />A PNLEES MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING MISTALLAT04 DETAILS SHOWN ON SECTION / THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM SnM. ASAP A-03 GRADE 00 IN I I I , C-60 GALVANIZED
<br />THROUGH 5) EXCEPT THAT MFAOERS® ! 0 SMALL NOT BE USED.
<br />STEEL DESIGNATION W/FY. $2.2 eN (AFTER ROL1ID).
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE SIRUCTUIE WHERE 91URER S TO BE
<br />S. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 AS, SERIES ON CORROSION RESISTANT COATED CARBON 97EEL A$ PER ON
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHURER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAW
<br />Boole W/ SD H,Ad YIELD STI,NfTM MID Oo I'r TD+9lE sTAENGTH AID SHALL COMPLY W/ FLORIDA BULAWG CODE SECTION
<br />2411,3.3.4.
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. S. 6 AND ALTERNATIVES IN. 3W ! 4W ON
<br />VISIINSiRUCING OWNER OR TF3(AM 70
<br />SHEETS 4• A 6 ! 7 RESPECBLELY; SHALL NINE A LEGIBLE R VWAWING I
<br />, S. 6 , SMARLENE LEGIB
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 35 AY TOMBL N YIELD STRENGTH.
<br />WITH APPLICAREWECM
<br />PENMC
<br />CF WARNIN
<br />SECURE RI S OF HURRICANE
<br />T ANCHORS TO WALL SMALL BE AS FOLLOW:
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/GMItA ALL 9DTrEa COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT NTH
<br />THE BOLDING TO PRRVEM WD/RAN INTRUSION
<br />(A).
<br />- 1/4Y TAPCON AN,IORS AS MANUFACTURED BY I.T.W. BWDEX. INC. (Min. rc-3192 paJ.)
<br />12. STORM PANEL N/SMAIATDN SMALL COMPLY WITH SPECS ROCATED IN THIS DRARWNG PLUS ANY SLALOM AND ZONING REGULATIONS
<br />- 1/4' 0 . 7/r CALR-UN ANCHORS. AS MANUFACTURED BY DEMEAN INC.
<br />PROYM BY THE JURSOICTION WHERE PERMIT S APPLIED TO. '
<br />- //4Y . 3/4- SOLD -SET MICHORS• AS DSTROUTED BY ALL FONT SCREW, 9OLT ! SPECIALTY CO.
<br />(INN. rc T000 P.s.i.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (PZO.) PREPARED Of THIS ENGINEER S GENERIC AND DIES NOT PROVIDE INFORMATION
<br />- /14-10 PAELMATE F17AALE D ! PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />FOR A SITE SPECIAL PROJECT; U. WHERE THE SITE CONDITIONS DEVWE FROM THE P.E.D.
<br />- 1/4•f ZAMAC NOUN ANCHORS. AS MANUFACTURED BY DEWALT. INC.
<br />(b) CONTRACTOR TO BE IESPONSBLE FOR THE SELECTION. PURCHASE AND FWALLATION 14CLUMC LSE SAFETY OF THIS PRODUCT
<br />At) MINIMUM EMBEOMENtr OF 7APCON ANCHORS IRO POURED CONCRETE SMALL BE 1 3/4': 2• FOR ETC° P)PELIMATE AND
<br />B/BEO ON INS P.E.D. PROVIDED NE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />OOtASTRUMCTON SAFETY AT SITE S THE CONTRACTOR'S REWON50%M.
<br />1 3/4' FOR ZAMAC NNLN ANCIFOnS.
<br />(4) THIS PRODUCE EVALUATION DOCUMENT WILL K CONSIDERED NVALD IF MODIFIED.
<br />AZ) CAW(-N ! SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO MALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE 1 1/2• LONG HBO" 90" STUCCO EXIST,
<br />(0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RET MRCD U40M R OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1• MINIMUM FOR WAILS WITH NO STUCCO. AND MAY 13E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />ODNEI R OF RECORD (LO.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WIND NUTS.
<br />PROPER USE OF TE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOIEEER TO THE
<br />P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) N CASE WHAT PRECAST SHOE. PRECAST PANELS. RAVERS. ,ODD BOARDS K FORD ON THE
<br />L BE LONG CHITTUDCDT14E AI
<br />EXISTING WALL OR FLOOR, ANCHORS WALL K LONG ENOUGH TO REACH 7NE MAN STIWKTUE 11fIRD SUCH PANELS.
<br />EL
<br />(4) MS P.LD. SHALL BEAR THE GATE AND ORDINAL SEAL NO SIGNATURE K NATVTHE PROFESSIONAL
<br />E M040M SMALL BE AS MENTIONED IN A.1) AND IN A.2).
<br />ENGINEERO• RECORD THAT PREPARED IT.
<br />(B) ILO EXISTING CONCRETE NOCx WALL AS1Y G-9o:
<br />14. WITTIER WNUFACTIREA'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1UT
<br />/4' • TAPCOI ANCHORS AS MAMUFALTILED BY 1. T. W. BIRLDEX. INC.TIC.
<br />N AN PAL SHUTTER ACOORDCE WITH SECTION 1709.9.2 OF FLORIDA BULDNF CODE. ONE LABEL
<br />FOR aPL76NG. 1ABEIRNG To COMPLY WREN sEC710N 1709.9.3 of THE
<br />SMALL KBL
<br />- 1/4• R . 7/a- CALX-IN ANCHORS. AS MANUFACTURED BY DETALT. W.
<br />�
<br />- 1/4.0 X 3/4' SOLD -SET ANCHCNIS. AS DISTRIBUTED BY ALL PONT SCREW, DOLT ! SPECIALTY Co.
<br />- 114-lo PANEMMIYE FEMALE 0 AND PANEtMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COHST1n1CIl0iN
<br />- 1/4' 0 ZAMAC NA2.IN 0400M AS MANUFACTURED BY DEVATT. NC.
<br />9.1) MINIMUM EMBEDMENT Of TAKON ANCHOFM ELCO PAHf1MATES AND ZAMAC KUM ANCHOR. IMM THE u1 CiEN
<br />':�•� FLORIDAF(pA BUILDING CODE Nan Wloc Mwr(Cone Zone)
<br />LOC( UNIT SMALL K 1 1/4'.
<br />FILE
<br />9.2) CALK -IN At SOLD -SET AN04M SHALL BE DAUNT 7/5- INTO THE CONCRETE BLOCK UNIT. NO •' ryq,044
<br />7 AMID R1p0L NIL 24 GAGE GALVANIZED STEEL STORM PANEL I„r,
<br />STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED SMALL BE 1 1/2- LONG 1MeKM SHOULD Dw. * AND ,• 1KMNM FOR wAt15 WITH No STUCCO. STATE
<br />PROTECTION PRODUCT'S. LLC. DA001,.10
<br />I(, 110,CLAW
<br />�•GM to, 5, fnw
<br />0 3) IN CASE THAT RECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BONDS BE ' cQA( '• �J'c� w as L a. sL a+Ir. A r MAE. rL A"
<br />EWSTNO WALL. A1D110R5 WALL BE LONG DDUCN TO REACH THE MAIN STRUCTURE BEHIND 9UCt1 '•... (S\ A. ,,Avg, ( "Rill- m ra (WR4)IIf-frfr 20-175
<br />s
<br />ANCHORAGE SNAIL BE AS MENTIONED IN ILI) AND N B.2).
<br />/ A4.."�,Ie� • 1Y9 sn-,1,,
<br />(y..amW'r"�1i�' �� w r m. r � ft
<br />/NIfryNMll
<br />P.E ,A WE IILIE,1 A NWT 4,. PL FIAT , W M
<br />10)
<br />1
<br />I
<br />I
<br />1JN
<br />'
<br />�l�
<br />ram'•
<br />'
<br />'/P 3ATRT4AE"
<br />1
<br />F -(�
<br />� -
<br />SCHEDULE
<br />% I
<br />1
<br />OAlI
<br />0E Hal FIFA -
<br />LD41M I aM a f) L. TIED
<br />m q �
<br />(SEE 4OHEDURE
<br />1
<br />I
<br />01, wN IrHa
<br />Le1R2N oBM T�
<br />GLARES I
<br />ON SHEET 3)
<br />-
<br />-_. _ 1 PAID =I.
<br />ON SHEET 3)
<br />j
<br />1
<br />(SOMEDUALE
<br />j
<br />I
<br />OWN SHEET 3)3)
<br />EL LENGTH
<br />CONCRETE ANCHORS l�
<br />-
<br />- =_ "-=
<br />----G --
<br />-)
<br />a - -
<br />IF__ _ 'iIA:_:_.-
<br />- - 1. --
<br />_ T--
<br />(BEE SafED1E
<br />(SEE SCHEDULE ON--\ i
<br />ON SHEET 3)
<br />SHEETS 9 71BOU6N 1
<br />T BOP -
<br />or"v _
<br />CL/BS
<br />1
<br />1
<br />MAXX
<br />I
<br />SO9
<br />EG.
<br />!
<br />(t1
<br />V
<br />1
<br />.'�''
<br />4Y-ANtM 60Ln
<br />R • 11/r LLD ':
<br />/
<br />I
<br />1
<br />OF
<br />'�"'
<br />A
<br />E.0.
<br />1/2'
<br />-WHIN saw NOW,
<br />PIED TERSOON Is
<br />CoNcarm
<br />��QjT•--'
<br />yr-211./• A ML R/ NUT
<br />• MIT 0.0
<br />1 ._ I•
<br />IEWAA
<br />a LOCATION 4
<br />ALTERNATE CONCRIET ;' POURED COMCETE � N/ �,
<br />ANC OIRS CONCRETE BLOCK PERMED.
<br />WErrs 9 1HOI�G i1011
<br />10) Dom 0 T(0(SEE SaMOLILE ON (SEE SCHEDULE
<br />UM 10)
<br />ebALE 3/0.1SCALE 3,1111-
<br />COORR
<br />I I
<br />,�� E ,p• as
<br />E ANCHORS
<br />HEDULE ON '
<br />9 THROUGH 10 I
<br />1
<br />E 1
<br />E '
<br />i
<br />I
<br />1 !
<br />I
<br />ED. I
<br />I
<br />I
<br />I
<br />I
<br />11an. 9EPARAIION I
<br />i
<br />i' MWL
<br />-4 (SIT 9CIEDlRE -
<br />PANEL LENGTH
<br />(SEE SCHIMILLE
<br />I ON r » 1
<br />ON SHEET 3)
<br />j ' 1
<br />i �- - APSKxAeLE)I
<br />CNCETE ANCHORS J 1
<br />(SEE SCHEDULE ON --
<br />NS �EELS 9 THOUGH 10)
<br />SET® ONLY WHEN SCUD
<br />ARE USED a W/ WHEN ---CO CONCRETE BLOCC
<br />ARE
<br />ARE UUSED.
<br />REED.
<br />.
<br />CODE (Non HIILh VetoONW Hurrlcone
<br />6EM41¢DLIIREDD057NG
<br />INSTALLATION
<br />DETAILS FOR REGULAR
<br />PANEL n INTO
<br />WOOD
<br />ALTERNATE LEG
<br />ADEOMACI' OF EXISTED WOOD
<br />BEAM TO BE CERTFKD BY
<br />REGWIEAED ENCINFFR OR
<br />ARCHITECT PRIOR TO 9MTTER
<br />i
<br />INSTALLATION.
<br />/
<br />ANCHONS ALTERNATE WOOD
<br />SEE SCHEDLAE ON (SEE SCHEDULE ON
<br />i� _
<br />,• Mln. - ,• HDt ARBSE SEND, O
<br />'1Lm'a
<br />//
<br />MEET 11) SHEET 11)
<br />^• Y'
<br />�kO-
<br />-. -
<br />-IA"/4•a7 s. w w r
<br />1/2-
<br />• 12 I/r ac
<br />(
<br />MAX. WOOD
<br />1 RETRIED111�a1•
<br />rI/2'
<br />■ • ac
<br />WOOD ANCHORS
<br />\
<br />1
<br />1
<br />I (SEE SCHEDULE ON
<br />IN.I
<br />11
<br />OMSL(SIEESCHEOLKE
<br />1
<br />1
<br />A OWWv
<br />H, SEPARATION TO CLASS.
<br />...(SEE
<br />,/4v-2a,• V MAIL
<br />L_._.�♦
<br />---))1 .-
<br />6KAR RMfL
<br />SCEDULE
<br />I
<br />ON MEET 3)..- 1
<br />a
<br />PANEL LENGTH
<br />1
<br />/ I
<br />IBfN OB1 a�T •L• WX
<br />----� PANELLOOM
<br />L __
<br />- - -+V-= _- _-#-4 ---
<br />��R
<br />>t bw.�•'G.
<br />at Na RFa (BEE scMEDLRE
<br />ON MEET 3)
<br />1
<br />I
<br />1
<br />MAIM Ow sue')
<br />ON MEET 3)
<br />1--
<br />1
<br />I
<br />j
<br />1 SOIL
<br />r
<br />j
<br />j
<br />T OF 1•
<br />i
<br />i
<br />OF 'V'
<br />(
<br />MAX
<br />q)-
<br />AI���RgIN�SI'�
<br />I
<br />EO
<br />I
<br />-
<br />1/2'
<br />, sv-2ar
<br />HOD
<br />ealW
<br />1 f
<br />�
<br />2 .4• WOOD PLA
<br />, I ` �i t
<br />�!
<br />----
<br />WOOD ANCHORS
<br />RE�OMED REQUIRED
<br />I ✓' I ; -
<br />I,I
<br />.- ANCHORS
<br />ON
<br />(SEE SCHIE7XLE ON --
<br />3/4•
<br />----.
<br />t jI `F
<br />ll� itsl:Il)
<br />SHEET 11) -.--
<br />__2' Min: --
<br />i Ir, �-• ,
<br />._.. ...1yz-
<br />CEll ING AND FLOOR MOUNTING
<br />ALTERNAWE SW
<br />SCALE 3/8-l'
<br />BUILD
<br />-OUT MOUNTING
<br />ALTERNATM 4W
<br />SCALE 3/8-1-
<br />hg=
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNG (D J) AND PANEL LENGTHS
<br />COMBINED IN ANYWAY TO SUIT ANY AS PER SCHEDULES ON S 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEM13ERS TO BE SOUTHERN PINE No 2. W/ SPECFIC
<br />DENSITY OF D.56 OR EQUAL.
<br />4^-,,+
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<br />d
<br />SHEET NO.
<br />SH 1.3
<br />MMMO"
<br />
|