|
„ ,.. ,. „_ ., ,. ,., , .,1,-, ���•Irt-IN9�ImtArwar11ns1�EwN 1mE (rl}.,B . 1, 1 1 I __1 _ ! I I --
<br />�n��11i}���19 B��N• ���
<br />LMyAAWMN - A.S.D.j.
<br />D MiNO3 � ,
<br />m .
<br />(IICEPMp�
<br />M,RI,A1 RQN
<br />10
<br />COPIOI,IOM
<br />AP►t1GBAL TO
<br />SSPPCGTT
<br />466.0. -753
<br />70' tR Li93
<br />2 vie
<br />BOLTED •
<br />1'. T. 3` 1IN
<br />2 W . 3-W
<br />.66.0. -73.3
<br />t9• De LESS
<br />1 2 7/W
<br />scum •
<br />i At .•W
<br />BOLTED w/ ♦. Tm � xx r.1M. IF WW,wI P, i,.enlP/ IF.vw v H-r wA HSH.A.Hn
<br />IE1151RED of PANE.
<br />r a,. I Z•.: 1 L-j. 'Mi,1 • r;. 711 •!:l All
<br />Mr. . T.- •. .At:.... L-c. as
<br />MATmMM
<br />ASNIA OiUAESION
<br />MAXIMUM ANCHORS SPACING FOR L D . 3 i1V •'
<br />APPLICABLE TO
<br />Numm
<br />ANY/„W�
<br />or 71EH
<br />MAW" PANELRATyRHFf.
<br />TAPCONS
<br />GAIN
<br />MALM,E FEMME 0
<br />PAAEIAWE NABS
<br />TO rn4o1LTE
<br />m WNC,EIEcom
<br />KM
<br />TD Comomm
<br />am
<br />lD OOIIOMIE I'
<br />sLaft
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />1' & 2' (TOP)
<br />li,
<br />3'*
<br />to,
<br />3•
<br />5'
<br />4•
<br />5•
<br />4•
<br />IV BVITOA)
<br />86.0, -753
<br />12'
<br />3'
<br />12'
<br />S•
<br />B•
<br />6•
<br />or
<br />T ( )
<br />i +*
<br />70' OR 1E55
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />11•
<br />2• (BOTTOM)
<br />r
<br />N/A
<br />6 1/2-
<br />N/A
<br />4
<br />N/A
<br />4 1/2'
<br />N/A
<br />S (TOP)
<br />,2'
<br />N/A
<br />Ir
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2•
<br />N/A
<br />]' (BOTTOM)
<br />,2•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />12''Ir
<br />8•
<br />12"
<br />9 t/2•
<br />12•
<br />11•
<br />12'
<br />111
<br />4' (BOTTQM)
<br />&MINED TO 66.0 p0. A3.D. DESIGN PRESSURE MTeNC
<br />»FOR ANCHORS TYPE & SPACING FM INSTALLATIONS MM FOOD
<br />6 BEE BIRSTFWMKO
<br />AM
<br />WMKW AI,TMOP BANCO= AO MO•MW EDGE OM M M ART t10NJOW ON THIS
<br />SMWDULL MO ED M: THAN MO[WO ON SORDMZ M MCi ANCHOR SPACING
<br />BY MIUALYING SPACING DOW ON SCHEDULEIFTHE FOLLOWINGFACTORA. FOR
<br />HNB INS OPERATOR TO POL "Do90 SPACING Conow USING FARMSMALL
<br />OffBE LESS TMM WWMAII SMCMG NDIOTD FOR EACAH ANCHOR TYPE A
<br />MICRONS 1ED"
<br />1/41
<br />1 1/A:
<br />t/A•-
<br />t/4i
<br />ANCHOR TYPE
<br />T1FOBa
<br />1p■OT
<br />INKS[
<br />aNAbW
<br />e9t a mm amW Dn)
<br />7
<br />3
<br />]
<br />1 Y t/A
<br />Ma.4wM in, C. wM 0A3
<br />d
<br />3
<br />3
<br />a
<br />gp1wL SAaAI. 11M NPHi
<br />3
<br />AIM
<br />d1/2
<br />40AL 'A
<br />r
<br />I
<br />1
<br />+ '
<br />aEQHtaEs Mat 1N6TAHLZ BETWEEN BOTTOM OF PANEL 1 Tom,
<br />oe ® TO BE 1/2•
<br />1
<br />1
<br />++ 1NlAmn Mat DISTANCE B romm surrom OF PANEL 1
<br />AND ® M BE: 3/11'
<br />1/ee.
<br />BUILDING
<br />COMPONENTS FOR REGULAR, UEE SAFM & E-Z HANG STORM PANEL SIMMS
<br />(SCALE 1/2.17
<br />_. _. -1 .1 K /�
<br />S 25 ROT wD[N)� e~IMq AMKim
<br />,� ----. ----- 12.500' (EFFECTIVE WIDTH)-- - - (-�.� .193 I .-.750-. 8
<br />GL - ---- - ` -- .__--, '', 3741., A2S�'-- J to AMALL a B ,/4•
<br />- _.5 1/4• (TYP.) F_ OR a 1P 1/r ac
<br />PAY SIT MMt=)
<br />-,�„ 1,,',p•.-. ,...,--1.350' 1250' W' : I) 10'
<br />•'CIO A C� ODtr IOU THOU I6E }.: 15 �\ s.3')s• 1.671
<br />GKw �J ll"I /.'t '0• ..054•EDGE HIS, la,s- I R
<br />CADDIE 50 MN"m •� �• 1_---_ � `�
<br />D-60 OKV. EDGE J .(M+' X.sao•--1 �Typ,)
<br />--DETAIL A 1w _J
<br />____. ______.________ .37Vi.- .)
<br />Q1 STORY PANEL E - 13sD -- W" A r-� - _ -- 2.000 -- 1
<br />330'
<br />PANELS SNYL BE ALSTAIlFD ALWAYS -- 2.301'
<br />FROM LEETA NT To T6prt r/ ,n' EG O ■H■ O wi TRACK UAL ANGLE WITH STUD
<br />ALIT AT IEiT 510E OF MOM /
<br />TV. TOP
<br />-/ i 1 OF PANaGALVANIZED STEEL
<br />wt m s D Le" • .375 �6.2�70 Y
<br />vim, •
<br />N/ H♦2MED ME"Aw 4D.OS" N
<br />M■ t 33«1 -... .270' 1
<br />-.0.623 . _ 0.375
<br />_.'.._.._ - - _V OR V
<br />2.250• - L4WV TQN` ViEW DETAIL A Y
<br />1 ,33'T �r -, � -
<br />7-____ 4 ROUNDED CORNER 0 ENDS OF PANEL'S H . 46a .O6a' -
<br />ENO UP W/ HEMMED EDGE- l . __-.. .05,, .125'
<br />1--2.375• --- (N.T.S)�f-��-T or PANEL
<br />�00- 1 W, om. s KEY HOLE WASHER
<br />s.7l0' .oM' tT$7- {0�'a�'pgI 1 O3t�os-H,s4 At.lw. ALLOY © KEY HOLE AT PANEL N-.7s0•_ M
<br />Ya>e= ,.. PSEE TGEE1 6 FOR AOINtONAL
<br />2A24" • .513^ LAITTVION6 IF SLUE tEORI a 1
<br />.760i'.
<br />.Wt• _ 125• t_ ONLY VALID FOR R6TAAA77Ga INTO
<br />t.2S0• 1_. 3�5' O �Ay AEy�y■ RYp,) 6000 S1RUOn61ES.
<br />L _I 2.000'---- �0�6L 2.000' 3.750-
<br />e..t 15'-((-.. )1 ,.050,0 �'
<br />� \`lJ/ 7 •
<br />O REV. "H" HEADER ® -U" HEADER ! (- ))
<br />-� -t' WIN. ro s' ue,t. I
<br />® SLEEVEVE t" MAX, ---x°00•--
<br />•fig tQ PANEL HANlE6
<br />NTDel-TIE ALLOY ■
<br />.374• - -- --3.oW ze+� --,1 1Ep A .TI((./r L1, 1 f 4 WIDEN
<br />a.+'�' t�r (USE ONLY FOR E-Z HAND S10RM PANEL
<br />-I 'wi.'1" ,�' : vCEN•'••`•Li SYSTEM) 6063-TS ALUM. ALLOY
<br />311- . Se !'• A7o• 27S•
<br />-1----1 I ) No. 44167 FLORIDA BUILDING CODE Eon fth Velocitym
<br />HuGOm Zorw
<br />,, 123'1n ®DIN ® .6m1 TOM INC, 24 CAGE GALVANM STEEL STORM PANEL rp.
<br />0VWN W,
<br />DBe' p,• 1rP L WO STATE OF
<br />t7TP.) L . �__ , „a _ _ _ - 2' 's p'., R G 'I). E C O IMG. MN& PROTECTION PRODUCTS. Up IM
<br />41w Lr. 6t ItISt7
<br />4t WMt R ,F&. a rra eH/Yt w w••1ri. alE. L. =14 20-175
<br />,Hw ,MINP1-,.e.-AwU.H-,m Mom 0M4)/66-ma. FAa NWmm-e67
<br />i� BUILD -OUT wF" O4 BUILD -OUT "F" TRACK O R ® IE ALLOY)
<br />a-=Pu - a. Nt .,
<br />TRACK ANODE aRrw N.
<br />PE YK/Wa4 LMIA ME III A ,r..l - H . E er19
<br />ALTERNATE CONCRETE
<br />ANCHNIS coWUHE AWI ORS_ _,_ TSE SCiECULE LOCATION
<br />OOSTIMG POURED OOMCRE4-__
<br />OUSTING POUM CONCRETE-- � SHEETS 9 THROUGH 10) OR CONCRETE BLOCK
<br />SHEETS 9 THOUGHT IQ} CONCRETEBLOCK
<br />REaARED. y/ ,
<br />REQUIRED. TERMIE LEG
<br />CppNCIKIE/��EYDr/EDtAri>
<br />-
<br />1 CONCRETE L
<br />LOCATION (SEE SCHEDULE OIL
<br />SEE7F
<br />ti
<br />1/11t' iQ IIIaNAT1 MW
<br />�1 IAIN�.'f `�+', I1/4' I / �I AP --t' ,v-� -tIM •BIRDp SS. / ,M M1.S�W 1/2• _ / 1
<br />7
<br />`
<br />it a1r-la,'
<br />s LaLa w
<br />A
<br />"1
<br />YARN O,fW Y-17 i• KIWI.
<br />uOrm
<br />pmm- �
<br />(SEE SCHEDULE
<br />- r-
<br />am SHEET S)
<br />I SEPARATION
<br />TO Q^96E
<br />1
<br />I
<br />,
<br />`
<br />ON SHEET 7)
<br />;
<br />OF -
<br />1 �)
<br />1 V
<br />IT
<br />I
<br />Y
<br />I
<br />OF OR SLAB
<br />D
<br />9/7�
<br />WALL
<br />t. CONDITION)
<br />CONCRETE ANCHORS
<br />(SEE Sommu ON
<br />-.--
<br />SHEETS 9 THROUGH ,0)
<br />SCALE 3/8.1•
<br />cow -am ANCHORS /r=
<br />(SEE SCWOULE DN 1/r --- ----- 1
<br />SESS 9 THROUGH 10). -N ED i
<br />1 1 f 1 Y ED,E. /Lb - ' ie _ , -W///V •••��� • 4 Ip' ae '- /�` ri!%//)J/ /�!�/j ,b ;, O L MLEaMx.ON
<br />SCHEDULE
<br />ON SHEET 3
<br />_I9BL
<br />SEDATION A
<br />TO GLASS, an SHEETS
<br />to
<br />TO GLASS i 'i/1�.aA'I SCfET 3l)F i --u LOALIf` SP� tl)
<br />'(SEE samimu E ON ,I
<br />I ) I .' At
<br />M1 MIND. i•Mat r.--_,t.-.-.- jam-= 6NE Fa1RWBL _
<br />LENG pAEi TH
<br />SCHEDULE
<br />I
<br />ON SLEET 3)3) KI
<br />04AS5 , I 1 i
<br />i llJ O
<br />MX i�hj i t
<br />Ewx
<br />D of I. - ---.L _ J E b -LARpIGTN i ,A
<br />N --- -
<br />CONCRETE ANCHORS �i '^� - 4,EUlw/r° CONCRETE ANCHORS
<br />( 1
<br />(HHEEETS 9 TNROUGHDA ( SEE SOCKU �
<br />10) / ® M s 0 THRW6Hto) :: ®2 I/W LONG MAX,ALUMINUM
<br />SPACERS 0 6 1/4' O.C. VALID FOR
<br />FORMED CONCRETE ALL DESIGN LOADS AND PANELfJ ( CONCRETEBLOCKEXHS704 POURED CONCRETE LENCna PER SKEET 3.
<br />OR COMC*ETE
<br />/j REQUIRED.REGAR BLOCK� ,• MAX, LONG ALUMINUM SPACERS 0
<br />il,✓jl.-. '12 r/2. O.C. (SEE TABLE f1 ON
<br />BEETS 9 ! 10.)
<br />WALL MOUNTING I R Z MQUN7 W/SPACERS (M OR
<br />sCJUE 3/a-t' Sl7WE 3/B-1-1•¢
<br />NOTE FaR t'1LIBLN_AT1DN (>f SECTIONS:
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />Ts: I�MAcn •. E FLORIDA BUILDING (ODE Wri h Velocity Hu
<br />-0Aare)
<br />.44167 II
<br />°fm0 a1B0D "
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />Fs.
<br />oWal aA
<br />v:
<br />STATE of; F77r _�
<br />TL ECOtrc.
<br />AL PROTECTION PRODUCTS, LLC.
<br />p6�
<br />y9'•.
<br />v
<br />am Lw. II WNW
<br />20-175
<br />A`-
<br />.
<br />a.P-aL NIL' (96eAm".7F
<br />OM
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-2 HANG STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />,/.•+ • LAG
<br />AG SCWEWS r oz. W/
<br />1 , OPE 0 PIO4S1MnON �.p M,,
<br />1/4'P MO ZfMn III 6' O.0 W/ To LASING B000 HEAIRB. �r� - IEAOLR REQUIR
<br />I DOO
<br />1 1/2' Mn. THINADED PEMIIRATON A RAT OR ON am
<br />TO [XaTeAT wOOO HIAM. f140' SANS. 1
<br />a EA END D (D
<br />LAG iCIISS a V O.E. W/
<br />•Y71 rs[E mAa 1/7. a 1. fi ANAL- _ _-!_ -- .'.4:.,-•�m�`3l!'>T..a... , 1UPS womI iEMU,
<br />POP W47
<br />OF EVERY
<br />0
<br />2 I/tr Mtn SEPAI4IAIM
<br />SEPARATION 1//.'r-2WJ/r To CLAIM. /BYJl3r
<br />to GLASSEym M]/3R' p ' WING MX • EY
<br />NAFOVEAMIN
<br />A [V[RF OVORAP �N
<br />} M
<br />I ^IN ! r
<br />j
<br />e
<br />ry
<br />0 j \ , 2 T A-•- A• S N/ I 1 4'iM%AElAMiE fTANtPINS It// E a
<br />L MIT NF n
<br />✓ ii �� NOR TA BOOR) �POEIMtONa IR ,/R' OC
<br />t/4•I LAG summ • e OS. W/
<br />St
<br />MA THREADTO PENEVAMON a MOOpO R REWAR®
<br />I' TQ pPALNAN RATE P tiF o 0, MT OR ON EDGE
<br />IWL PENETIb,11DN • 120 OW wi
<br />z l%k ALTERNATIVE 2'1W
<br />NR oN SCALE 1/17-1-
<br />ALTERNATIVE 1.1w
<br />�ALLATONS ARE ONLY VALIG FERN BUILDINGS WIN &S O. DESGN LOADS ow..
<br />UP TO +68D, -75.3 pet AID PAELS LENGTH UI To5u2- FOR MEW WOW FRAME CONSOLUCWN W000 MUNIEWS M SE SOU TNSN$ -
<br />Pok W, 2. W/ SPF= OD6M OF 0.56 OR EQUAL
<br />B�.lkWOW .0400,
<br />IEq�E 4®0PAs
<br />tW0 Op R6TRUATIDM T1'�[ O'ISN SpOLTOL'23 Am ADO ON
<br />i
<br />ALTERNAITVE TOP NEADEB WOOD FRAL
<br />TOP & BOTTOM IOU HINDS CAN BE COMPAQ) N ANY
<br />PAW TO SUIT MN WSTAt1AT10N. SOUL- 1/4' . i'
<br />NOT - SAITTER TRACES NOT SHOWN FOR LIARRY
<br />8f
<br />IA BRAWL)
<br />fMTION
<br />V,etM bouno 9'D.C. W/
<br />fT MN+. THEAOQ) PENETRATION
<br />10 Ex*"C WOOD HEADER.
<br />4•�-20. 4' M.S-
<br />NUN ♦a t2 Oc
<br />4 D-K f11H0• SAIS.
<br />• EA ENO OF 0
<br />Y�
<br />(SEE OETAL 1/24 A
<br />/ C AIM IA
<br />1•-� S
<br />wo00 WEN" wou"m 1
<br />2 11e7 W
<br />TO GLASS , 7WI10 MhA a-
<br />- EVERY OVMAP
<br />W f
<br />-1 W/ 7AtT 1M /E'IC
<br />L HU1 OR 1 a2dE3/a•
<br />iRf 1.250 tpR ,A EEINMF)
<br />`I NUT f ,2' OC
<br />t/.'e LAD SCREWS • 6' O.0 W/
<br />yl (1 2• t 1/2• MIl THREADED PENE1AAtI0N
<br />• YORO1I OF PIA[
<br />A'ORoNTIME
<br />INSTAUATM
<br />ALTERNATNE 41W
<br />SCALE I/r.P
<br />FLORIDA BUILDING CODE (NIOh VWI•N)V Hurrieanw fond
<br />M .awtozzamm SCNEWLF ONLY FOR 2/4 11w%B 2W/G. swn ! 4BW/7
<br />mm
<br />e IN4s�raEATION INTO POURED G^�GoETE COIIGREiE 9LE><K B WOOD (t) 3. TAUT
<br />mou -'- --- 14MIS MOM o• 10 AT 1) � I MR.
<br />1 MN. �- 1' MR. .
<br />SINGLE PANELSOJAIIIFX� 'trf)mxm� Al EACH6 0 0
<br />Ai TOP OR BO7TOY Be WRN TRAM (Si_O' O'
<br />D.M.. 2 3 4. (-T�- �-r r�-�-r-r�---r r-� ' T- r-1-'r-r-r-7-T-"r-r- T T --r-7
<br />WITH TRAM (21011118 « DIRECT MQUMTED AT EACH ENLI'0
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-' (N.) •
<br />MAXIMUM A.S.D.
<br />PRESSURE RATING
<br />(P...l.) (+ a -)
<br />CONCAVE ! WOOD
<br />OWNAATOa t
<br />l+
<br />M
<br />Pao
<br />tr-,.
<br />121-0•
<br />210
<br />W-W
<br />II' -a'
<br />jag
<br />Ir'-:e
<br />IO'-P•
<br />3"
<br />/0'-/0'
<br />lo'-O-
<br />4aa
<br />f0'-J'
<br />9�•
<br />45.0
<br />9'-6'
<br />r-P'
<br />Sao
<br />r-4'
<br />as.o -
<br />s'-r
<br />a' -a'
<br />Sao
<br />1'-J'
<br />r_7' _
<br />_
<br />mo
<br />7 I'
<br />r-0
<br />no
<br />T-3-
<br />01-10,
<br />Sao
<br />Pao
<br />05.0
<br />10D.0
<br />e•-s•
<br />s•-rr
<br />IALO
<br />1e'-r
<br />ra•
<br />I lap
<br />r tQO
<br />S•-6'
<br />i HAS
<br />a=a'
<br />MAXIMUM PANEL LENGTH
<br />NL+' OR NL-w (ft.) 0
<br />1MIMUM AS.O.
<br />0m
<br />polesum RATING
<br />fM
<br />CONCRETE AT WOW
<br />SMIUA706 t
<br />Rao
<br />14•-4•
<br />r3=0'•
<br />230
<br />fr-10'
<br />ri=r
<br />3D0
<br />Ir-e•
<br />ro•-r
<br />So
<br />NO'-Na•
<br />Y'-D-
<br />A"
<br />9•-e'
<br />0'-2-
<br />410
<br />P•-1•
<br />W-7'
<br />Sao
<br />#•-'
<br />a-2'
<br />SOLD
<br />W-31
<br />r-P-
<br />Bao
<br />8'-0•
<br />71-3.
<br />foo
<br />1&0
<br />Y.y'
<br />a• -IX•
<br />710
<br />71_0•
<br />6'-a-
<br />Sao
<br />r-o•
<br />7-s•
<br />ea.0
<br />7-a-
<br />6'-r
<br />we
<br />9-9•
<br />s -X
<br />Pso
<br />a-7'
<br />s'-lo'
<br />Two
<br />r-3•
<br />a'-r
<br />raS.o
<br />e'-3•
<br />s•-4•
<br />rJp.o
<br />-
<br />s'-r•
<br />113.p
<br />-
<br />I'-10•
<br />llP.e
<br />4'-a•
<br />M AN N SEPARATION 70 CL40 SCHEDULE
<br />IIAXWRM
<br />PANEL IDNDIH
<br />WIND SPEED 4 170 m.p•h
<br />WINO SPEED a 170 -#A
<br />(in)
<br />UI6ISITiM n
<br />RESTRAINED
<br />UNESTIMIED
<br />REPAIRED
<br />30 OR LESS
<br />1.
<br />61
<br />6 1/4-
<br />'33 70 90
<br />,•
<br />,'
<br />7 1/2•
<br />7 1/2-
<br />P90 To 145
<br />1•
<br />1'
<br />7 1/2•
<br />7 1/2-
<br />>145 W
<br />t•
<br />1•
<br />-
<br />7 1/2'
<br />[©]®®®®�
<br />[O]®®0�
<br />�CaI
<br />TIT,..•°« .`. ,.>•
<br />a®®�i�a�
<br />IQV. U or ®
<br />f J I t
<br />_.-
<br />�E
<br />UNBOLTED PANE1,5 ___ aa.Tm PANELS w/
<br />( AS s. Ms. BOLT w/ d0 EA OVpNAP.
<br />PPUC(SEE SECTIONS AS APPLICABLE)
<br />i
<br />III
<br />e41 "', I - -- o - 1-1; -
<br />@Or® wx -! - 1-.. ._ ___-3• MAX
<br />MI --,• N. (/4, 3/4. Ns. 5,/5
<br />3W/7 & 4W/7
<br />_--AW110WS (SEE SCHEDULE ON SHEER 9. ,o !11)-
<br />REGULAR STORM PANEL n ELEVATION
<br />N.T.S. 1/1' Mm QM
<br />M (Wk OEAAP ll AHME WILL ) T
<br />SECTION A -A
<br />N.T.S.
<br />MORAL
<br />(t) L+. MLL W BLE PA L. ND.LOOM
<br />LEA19M FUR A fAYEM POSHIVE KE ABA DESIGN
<br />ON LOAD..
<br />l-. MAXARL ALLOWABLE PANEL ID4DIWL MR A W1E/1 NEGATIVE A&D. DESIGN TARO.
<br />(2) PROfFDURE to DETIDTIANE rAAXeRM PRNQ LB4ont
<br />ONDI A POBI,IYE RSA. OSAN LOAD, FIEfER11ME IIAOIIUM PANEL LENGTH 1+' FTNM SCAR
<br />OWN A NlOA1,VE AID. OEBXN LOW. OE7EIN9NE NADWII PAIEI 127DIH 'L- FROM SC
<br />FINAL /AIXNNM ALIDNPSLE PANIEL LEtiOM IS VOL TO THE MNWK DEifl6slED PANEL L
<br />BETWEEN 1+• AND %
<br />(3) SEE SCHEDULE BELOW FOR MN. PANEL LENGTH FOR PMM,V OLVUFTCJLIIOMI.
<br />I NBTALL006 INTO WOOD A[ LASTED TO 1 95 P.0 MAX DSO. DESIGN PRESSURE RATING
<br />!, to ! IT RM MAN. ASS. DO= LOOS ! MAX. PANEL LENGTHS FOR
<br />'banSTAGED a is LIED.
<br />'
<br />*y
<br />Pt
<br />44167
<br />TATEOF TF�--�---
<br />few TLTQAT. 4IC
<br />CO..._
<br />L E V .
<br />24 GADE GALVANIZED STEEL STORM PANEL
<br />FR.
<br />PROTECTION PRODUCTS.
<br />n�'PWL
<br />20-175
<br />1tMA,NO Nw
<br />yo�FS •.
<br />ti•-S/
<br />ORIOI • 4G�}' 20
<br />:... itlG\ �
<br />Ra 4r ! a ere,w wV ®W N A M
<br />•1--. PO�-Ha��I4e W1-,M1
<br />OVA6 FL mm to. T�'�4
<br />P,IYI[1 (MeyIN`TeN, fAt WN)!i-17IT -
<br />INSTALLATION DETAILS -FOR REGULAR PANEL (1)
<br />-
<br />INTO WOOD STRUCTURESSEPARATION
<br />WOOD ANCHORS+� 11
<br />(ON SEE SCHEDULE
<br />I{1= TSEE SCHEDULE ON �� .� 1NTH-2oH1eA IaTs ' SWEET 7)
<br />SWEET 11) - 41 '- 4 1/r 00 (WNW qM WF4
<br />THEN a9 7-r)
<br />L LE1 TM
<br />WOW 1EAQER ,DOD ANCHORS I�''} -.. 1 (SEE
<br />REQUIRULE
<br />ED I'AI �. (SEE sa OtA8 ON t/4. 1 DN SHEET I F
<br />DI 1 SPACER
<br />SHEET ,t)
<br />U \ 9PACOR � a t
<br />- /2« MAx. of i
<br />_ _ L2)NOTN aIAL
<br />tS/
<br />_.(._....... } WOOD WADEl9.. 1 , U, I N EO}
<br />2
<br />I REQUIRED
<br />i
<br />i ED
<br />I- MAY, LONG ALUMINUM SPACERS 0 12 1/2-
<br />1 O.C. (ME TABLE /1 ON SHEET 11.)
<br />SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />MAN. ',�I 1 1/2• LOW BLEEVES.
<br />PANEL LENGTH v
<br />PANEL LENGTH 1
<br />(SEE
<br />(SEE SCHEDULE j_-. ON SHEET 3 - �! .-PAEl MATE FEMALE D OR PANEL HATE
<br />(OM
<br />SHEET 3)E 1
<br />•_ _. L I' PLUS (SEE SCHEDULE ON SHEET 11)
<br />1 1 ON SLEET 3) - -- p. -
<br />,/a'P-a1r1• N L
<br />i YM.
<br />SEP�7LtBRNO 2"0' WOOD
<br />EXSTIMf. 4 1 mH Y-r) MARS'-•--87-(� 1 PGTE REQUIRED
<br />SCMEDULE
<br />CA/SS ' j ON SKEET 3) L .... at AERS
<br />ALTERNATIVE 2W
<br />jl
<br />1 ,�-1---
<br />E 12 1/2' D.C.DIRECT
<br />SEETABLE I, ONSHEET I, FOR MIL. PANEL LENGTHS &
<br />L- MAXI. A3D DESIGN LOADS FOR TENS INSTALLATION.
<br />C, ED-
<br />1 MAX.
<br />r �
<br />Elo I 1 WOOD ANGIORS * * TIC
<br />,
<br />1-------_--' -LL---) I TAGGEmExtI i SCIEDlW6F ON WAM M Mw ME I ITT LIDO F.
<br />t_
<br />1 I SHEET 11I (1) R6WA KM a IN= W A ORE NOUN I AN= mm IS-W
<br />I
<br />If -{���) I WW KIWI AQd MCAT (DIE a A I0wC110M T1w1 ANY
<br />1•V4• WOOD I OA=ic me" aI�IILT WOOIAIED OM 9QT /!).
<br />_.
<br />PLATE REQUIRED , 1, _ HOOD AMCNDRS ,' NISI. SOWW,ON 70 INAw RaIOM® ; y h . - '�•x4' WOW
<br />;i i .-STAOGERm w/ STUD6N WENT a MAY eE Ilmtic® 10 1/4• A/ i PLATE REQUIRED W NWr MATE P11a1 7WwA YT ND~ANw41M 6 ,�/r�at.W
<br />_
<br />I (SEE BOHEDULE ON ��WE Owlo OOMWOIa Aa - - OWRE O A RSWKTON FOW ,2 1/2' aG, tRWC3q AM10wFD ON
<br />SKEET tt} OIQT n-
<br />(1) wxvm ISO aolalµreRIBLIE (3) MAIL 2• GII PA6 LSOM 6 UMM 10 Se AT AM 010M0
<br />IL a A innomm Few LAMM Ma LPN" ALUM oN
<br />,
<br />- (2) WARN Sim Pan umm a WALL MOUNTING / DI CT MOUNT ow am 111
<br />Ire� LAE� �RNAUVE Z(4) 1 I/r UM WOW WAUM IPA MOLL K a MOM ON
<br />WALL. MOUNTING W) 1RQM01 RNFOL 90NAtAION IS ow E 3/9�1• aRT s IMiWN11" OF t t/T LqO 11W10t M OO -1
<br />NN0 AN 6b{WAT W= FMME WALL M/O Pal WMO 7A10 1. 2 AO 3 M Bonn= of AM
<br />AO tNE 26N RM FnNOiN) OF TIE EIORIBA
<br />SCALE 3/6-l' (4) maimummm We OILY MR w0 @ULM CORE
<br />non 11. 2 & 3 "M ARIN EIsm-ft
<br />fQ A.
<br />"�(2
<br />..
<br />Yr
<br />FLORIDA BUILDING CODE Mon High Woolly HurF)cam Zone
<br />1. INSTALLATION ARE ONLY YAuO FOR MAX. A.S.O. I ND. 44167 ° wme atom. INL 24 DACE GALVANIZED STEEL SEORN PANEL F.F.
<br />��C��N DESIGN PRESSURE RATING (R.6.1) AND PANEL LENGTHS �IXN11I erBr.
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -q' m/n/1e16
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') yO �� I L E C O I Nt.N '' • �'-
<br />F=ORIO & 4em SRN. a1 atW1RT
<br />INSTALLATON.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MARL w 3a'" 20-175
<br />TO BE SOUTHERN PINE No 2. W/ SPECIFIC SJ .......-'� u� "`- �•��A--'MA . M • L - " �
<br />NIwM.P-P •. r MNWO N,c
<br />MEMBERS �.
<br />1 OM 1,wL
<br />DENSITY OF 0.55 OR EQUAL. AN IYLIEII IA,. Pi F ow I or IS
<br />GENERAL NOYES
<br />��n 1� .4. tR f61¢lY! 62 IWai SM• MIa3- (C) 10 pc!im woo :I0 SPECIFICORAINTY_
<br />,. STORM PAEL SHOWN ON THIS PrtODUCT ILVJUA7NXN DOCUMENT (PLO.) HAS BEEN YERW7ED FOR COMPLIANCE IN ACCORDANCE - 11.1 TAe1CON AMCJWRS, AS MANUFACTURED Br L1.W. 9U1UXX, INC
<br />WITH THE 2020 (701 EDITION) OF THE FLORIDA BUILDING CODE THIS StORM PANEL SHALL NOT BE INSTALLED AT KOH - /11-10 PAMOYATE FBI" 10 NO PANEI.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CM61RUL71014 PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MIAAI-AAOE / BROWAAD COUNTIES). - I/4•0 LAG SCREWS PER NO-S
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SWITCH 1WOB OF THE ABOVE MENTIONED CODE. FOR A BANC WILD - 7/IVO . 5/r WOOD BURNING. AS DISTRIBUTED BY ALL PONT SCREW. EDIT & SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE AOSOIOTION WHERE STORM PANEL WILL K NSIALLED, AMID FOR A DIRECTIONALITY FACTOR
<br />KC.085, USING ASCE 1-15 Mo SHALL NO DXCEED THE MAXIMUM (AS.O.) DESIGN PARE PAT"" INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS
<br />3. 9 THIRD 12 ! 17, 18. AND FANEUAALE FEMALE ID
<br />IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED PER ASCE 7-16 SMALL BE FROST
<br />REDUCED TO AS.Q DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX: (AS 0) CN) mm#muM THTENCFD POETmITCN OF UAG SCREW. INTO THE WOOD FRAME UNIT S1MLL BE 1 1/2' NO THREADED
<br />DESIGN/ PRESSURE RATINGS INDICATED ON SHEETS 1 9 IHRU 12 & 17, IS- PENETRATION INTO STUCCO SEAL 8E CONSIDERED AS PART OF 111E RE'OUNED THREADED PENETRATION..
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS 7EW WERE NOT OVER SIRES=, A 3A INCREASE IN ALLOWABLE
<br />S,RESS FOR WWII LOWS WAS NOS USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETEFOAR O IN C-3) MN ULW EDGE DISTANCE OF LAG SdB:VIS, INTO WOOD SMALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH N.O.S. 201 tl.
<br />STORM PANEL'S ADEQUACY FOR IMPACTACT AND WIRESISTANCE HAS BEEN MERITED A ACCORDANCE WITH SECTION IW9.1.2 OF CA) MRS" PENETRATION OF WOOD BUSHING SHALL BE S/S"t/4' •-20 SCREWS USED SHALL iE 1 1/T LONG MINIMUM
<br />ST
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS f08,4,DT-01 AND P0211142-09, AS SHOULD STUCCO EAST. AND 1' MRO" IAA WALLS WITH NO STUCCO.
<br />PER SSTD 12-29 & ASIM E 330-M STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 01123.01-10 AS PER C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STWCO OR WOOD 00M1OS BE FOUND ON THE EXISTING
<br />TAS-20l AD AN 7AS-203 PROTOCOLS. D AS PER GN.CULATONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WALL ,ANCHORS MOLL BE LONG 04OWN TD REACH THE MAN STRUCTURE BMW SUCH PANELS.
<br />FLORICA BLNLDING COO ANCHORAGE SHALL BE AS MENTIONED w C. 1). C2) It CA)
<br />RER.
<br />2 ALL ALUMINUM DFRUSXCNS TO OE $063-15 ALLOY AND TEMPER (UNLESS OTINLATW NOTEO) SEE SHEET 2 (D) ANCHORS SHAUL BE 061ALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3, ALL ALUMINUM SHEET METAL USED AT CUDSLIRES SHALL HNE 3105-H14 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTOR 1 TWOLOW 6 (SHEETS 4
<br />4. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRACE 50 MINIMUM. G-60 GALVAWZEO THROUGH 5) EXCEPT THAT HEA©ER90 &(D SHALL NOT BE USED,
<br />STEEL DMONAMNN W/FY- 92 2 b, (AFTER ROLLED). 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE &*"I" IS TO BE
<br />To IMSLIRE PROPER ANCHORAGE. TINS SERER SHALL ONLY ATTACED TO CONCRETE BLOCK OR W000 FRAME
<br />BULOROS.
<br />S. ALL SCREWS TO BE STAINLESS STEEL 30♦ OR 316 ASt SERIES OR CORROSION Rf51STANT COATED CARBON STEEL AS PER DIN BUILDINGS.
<br />SWIMNCI G 50 Yai YIELD STH AND 90 Mr TENSILE SiRENGM AND SMALL COMPLY W/ FLORIDA SLALOM CODE SECTION2411>
<br />3.4 .3.4. 10. EACH REGULAR STOW 7 PANEL IMITHIVEL LENGTHS OVER W. AS PER SECTIONS S L 4, 5, 6 AND ALTETS4lITIYESi 1W, ]W E AW ON
<br />SHEENS 4, S. 6 & 7 RESPECTIVELY. SFIIM.L !NIX A IICBIE AND READILY VISIBLE NATtlUNG MISIPUCIX4B OWNER OR TENANT TO
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASP M4 SERIES SIAVAESS STEEL. WITH 36 Mai MINIMUM YRLD STRENGTH SECURE PANELS WIN APPLICABLE REINFORCEMENT DURNC PERIODS OF HURRICANE WANKING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS ,I. THE INSTALLATION CONTRACTOR IS M SEAL/CMAX ALL SHUTTER COMPONENT EDGES WHICH RD" IN CONTINUOUS CONTACT WITH
<br />THE BUILDING t0 PREVENT WIND/RAN WIND".
<br />(A)
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W_ SUILDEX, NC. (Min, 14-3192 PA.,) ,2- STORM PANEL INSTALLATION SHALL COMPLY MAIM SPECS INDICATED IN THIS DRAEMNG PLUS ANY BUILDING AW ZONING REGULATIONS
<br />- 1/4` P x 7/8' CALK -IN ANCHORS, AS MANWACIURED BY OEWALT INC PROVDEA BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 4/4Y . 3/4- SOLD -SET ANCHORS, AT DSTRSJFED BY ALL POINT SCREW, BOLT & SPECIALTY CO 13- (a) THIS PRODUCT EVALUATION DOCUMENT (PLO.) PREPMED BY THIS ENGINEER tS GENERIC AMC DOES NOT PROVIDE INFORMATION
<br />(WTI. r.-30M P-1.) FOR A SITE SPECIFIC PRO)ECT. 1.,, WHERE THE SITE CONDITIONS OEVIATE FROM TIE P.EO
<br />- #14-10 PAIELMMTE FEMALE IO ! PAIEIMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4.6 ZAMAC "LIN AW"DRS, AS MANUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LINT SAFETY OF THIS PRODUCT
<br />BASED ON THIN P.E.D. PROVIDED H DOES NOT pRFROM THE CONDITIONS DETAILED ON TITS DUCOMENi.
<br />A I MINIMUM NMUM EMBEDMENT OF TAPCON ANCHORS Nro POURED CONCRETE AL XE 13/4•; 2' FOR ELCO PAELMAC0N4TRIlCTION SAFETY A SITE S THE tE +MID
<br />S SPO ONS90.Jh
<br />E CONTRACTOR'S RESPONSIBILITY
<br />t 3/4- FOR ZAAMC WUN ANCHORS.
<br />{c) TARS PRODUCT EVALiLAl10// DOCUMENT WILL BE CONSDFIED READ IF tADOrFlEb
<br />A2) CALN-N & SOLID -SET ANCHORS SHQL St EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PETBNTrED. 1/4. 4-20 SCREWS USED SNARL BE 1 1/2' LONGMINIMUM SHOULD STUCCO EASE, („) SITE SPECFIC PROJECTS BALL BE PREPARED BY A FLORIDAN A REGISTERED GINEER OR ARCWEC7 WHICH WILL BECOME TIE
<br />AND I• MINIMUM FOAL WAILS WITH NO STUCCO. AND WAY BE LEADED SCREWS OR ALL THREADED SCREWS W/O MEAD, ENGINEER OF RECOR) ;E OR.) FOR THE PRD= AND WHO WILL BE RESPONSIBLE FOR THE
<br />P.E.O. OF RECORD. ACTING AS A OELEOATED DOWER TO THE
<br />BUR WITH WING NUTS PROPS USE OF THE ENGINEER
<br />P.E.D. ENGINES. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />_ THE EAAVRED ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIOIUU
<br />A-$) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE POUND ON THE N711STINC WALL OR FLOOR, ANCHORS SHALL BE LONG U40VG H TO REACH THE MAN SiRUI'TURE BEHIND M04 PANELS. (4) INS DATE
<br />S P.E.O.
<br />ENRD THAT IT
<br />SHALL ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A2).
<br />It. SHUTTER MANUFA;RRIEWS I ASEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />(B) ro ExGTVrG CONCRETE BtDCI WALL wVTM L-DID PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL
<br />I
<br />TMOOC ANCHORS AS WWUFALTIIED BY I. T W BUAOCX. NC.
<br />- / SHALL BE PLACED MR EVERY OPt3NNG. UJSELIAC TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />1 C
<br />- 1/4` a . 7/8• CAA -IN ANCHORS, AS MANUFACTURED BY DEMIALT. INC. FLORIDA BUILDING CODE.
<br />- 1/4.0 X ,/4' SCUD -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO.
<br />- f 14-10 PANELMATE FEMALE D AND PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P NII/1
<br />- 1/4• 0 ZAMAC WAIN ANCHORS, AS MANUFACTURED BY DENALI. NC QR A. trj/.r
<br />&I) MIMMIAM EMBEOMEM OF TAPCON ANCHORS. ELCO PANELAATES AND 2AMAC NAILN ANCHOR. INTO THE •VCEN •'•,�9 FLORIDA BUILDING CODE Nam h VelocityNurricons Zone)
<br />BUICN UNIT SHALL BE 1 1/46 ALAI
<br />10,44 7 '• .FED° N.Am. NO P6 GALE GyVANIZED STEEL STORM PAWL aRrw F,
<br />e.2) CALM -IN & SOLt-SET ANCHORS SwWL EA48EDOED HIS• IHTQ THE CONCRETE eLoce UNIT. W
<br />STUCCO SMALL BE PERMITTED 1/4' ♦-20 SCREWS USED SHALL BE 1 1/2' LOUD MINIMUM SHOULD past, * /1 m/a/AIAW
<br />LOiAL PRODUCTS. LUG.
<br />ANC ,' MINIMUM FOR WALLS WITH NO STUCCO. STATE F LE C O 1N0 ' aW:
<br />�•t t, ���y��^�- NEaO IL a1 61IREF
<br />0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE '2OR1 •OK� .. tt rW. r awer ■■T• p' ,• 20-i7S
<br />BEHIND SUCH P ••.., 'G, Hl.-"�e8 ,. w aIW m-TIP F,Nx Da.RII-Tank FAR IJd4)IM-BNI7
<br />E10S11NC WALL ANCHORS SHILL E LONG ENOUGH ro REACH t1E Awn STRUCTURE ,f• ■"•'P■" • r ♦ r AIAN4a w:
<br />errs •.
<br />INat) AND IN 8.2) �O1N111A1N �
<br />ANCHORAGE SMALL BE AS MOTIONED PL 1�a■.gN,ypME �'L-PL WAIST • 4r is
<br />INSTALLATION DETAILS FOR REGULAR PANEL 17
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />VST1N6 POURER CONCRETE -'-. TQ CONCRETE
<br />OR CONCRETE BI.00It
<br />', eEDU.tED ftocx
<br />REQUIRED.
<br />CONCRETE ARCHORS__
<br />O (SEE SCHEDULE Rt ON Im , O
<br />- 2 5ME75 . ,MA01KA, 10j EXISTING p01WED
<br />2 co�NxYE�rE OR
<br />w
<br />r -(- ----LE
<br />CLASS1 � SCESHEETOI
<br />3)
<br />1 Ia12m w10, Y�1
<br />1
<br />PANEL LENGTH
<br />1 - (SEE SCHEDULE
<br />(SEE SC SCHEDULE
<br />O/ SWEET 3)
<br />Is
<br />1
<br />Y' W_
<br />1
<br />1
<br />ON S M 3)
<br />A
<br />1
<br />PANEL LENGTH
<br />t
<br />.::-,/.
<br />- _L_. _, '.,,
<br />9 - -Mh
<br />L ...
<br />SCHEDULE
<br />(SEE
<br />(SEE ON
<br />1
<br />8
<br />_ SSW 3)
<br />SHEETS I THOUGH tttijl
<br />t 561t
<br />M
<br />I
<br />Mm
<br />or
<br />MAX
<br />1
<br />LO
<br />i
<br />--__. i.. ,!
<br />EESTING PtlIRE�,.%r
<br />,.�. _
<br />��
<br />a
<br />COPICRETE BLOCK
<br />REQUIRED.L
<br />1
<br />I& M9. r/ wD
<br />04
<br />-,
<br />- LEGLOCATION
<br />ALTERNATE CONCRETE
<br />ANCHORS
<br />($EE SCHEDULE ON
<br />SHEETS 9 TROUGH 10)
<br />NOTE FOR COAREIMTON f1F SECODN.S;
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON Top & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />SfAiD W/ STa J
<br />Mt 904EDW
<br />SHEETS 9 THOUGHT 10)
<br />WALL mgu.KDNG
<br />SCALE 3/8-t•
<br />REQUIRED. -.r • i H•"ae
<br />CONCRETE(SEE WK
<br />ANCHORS ri ---1
<br />SHEETS 9 THROUGH 10 _ ...
<br />Egi
<br />IMIn SEPARATION j v Ywt
<br />To i (SEE SCK�EDINE I PANEL LET4CTKH
<br />! (SEE
<br />ON S IIET. 3)_ _ _i ON SWET 3)
<br />f�f 1
<br />L y
<br />(SEE SCHEDULE DM -----
<br />SHEETS 9 THROUGH 10) l/ VA
<br />ONLY -MIEN SOLD
<br />W/ wH ARE7E US®! EN ` ...- stm POURED 00"mm
<br />PAEUMiE$ -OR CONCRETE BLOCK
<br />ARE USED. REQUIRED.
<br />N. 1 f •,: M • .1
<br />INSTAL I ATION DETAILS FOR REGULAR
<br />PANEL 61) INTO
<br />WOOD
<br />LEG
<br />ALTERNATE.'-
<br />11
<br />CAROI
<br />BEAM ROlinU.)
<br />TIRCG
<br />-
<br />OF EXISTING
<br />BEAMADEQUACY
<br />BY
<br />BEAM ER BE CEAnFuO iN
<br />DR
<br />'`: EI)
<br />ARCAEGIHITECT PRIOENGIR
<br />TO
<br />ARdHRECT PRIOR ro SHARER
<br />/
<br />•1
<br />'C9'
<br />INSTALLATION,
<br />�(D0D ANCHORS ALTERNATE WOOD A1ICNORSMin.
<br />SCHEDULE ON (SEE SCHEDULE 011
<br />J
<br />1;
<br />-
<br />tYl' 10 WMIDI Ni.O
<br />_Eg-L FD-. A. _ eNaOI tot fiRr a
<br />--'/r116.1•
<br />SHEET /, SEET i t)
<br />N .
<br />T
<br />ss Ns r/ wr
<br />j
<br />•
<br />.
<br />MAW. WOOD HEADER.--
<br />-',.;
<br />L
<br />i
<br />1/2•
<br />REQUIRED
<br />IIOAD mt�
<br />WOOD A4CHOR5
<br />WRy
<br />1
<br />I
<br />(SEES
<br />ILA'
<br />/ 1E�
<br />I
<br />-.6�EPARA7 (O�S�NEE
<br />1 CLASS E
<br />I
<br />1/+'4-Ro,•
<br />1
<br />1 tNICSWET 3)
<br />I
<br />�a 96Ln
<br />a
<br />ARn.
<br />1 SEPARTOATION GLASS. I
<br />r (SEE SCHEDULE ON slEtl 3) 4
<br />1n1.SO/• L• MAX.
<br />L
<br />•
<br />__.
<br />'' •
<br />oH,W1D161
<br />1
<br />i
<br />9Cy1D�r6& PANEL LENGTH
<br />P�
<br />- - - -.
<br />.-. r
<br />SCHEDULE
<br />(
<br />PANEL LFRGTN
<br />1 (SEE SCHEDULE=,;;r••T
<br />1
<br />4�BatI�a5AN1'aY-a'X sHm 3)
<br />_...__.-
<br />r
<br />ON SEED 3)
<br />i
<br />I
<br />OF
<br />:
<br />OF l
<br />1
<br />o-
<br />1 _
<br />-fi IZ1 VAX
<br />_
<br />4
<br />1
<br />l v'•
<br />NOALU]IMARCD
<br />I t
<br />_
<br />-
<br />MOD a Aa
<br />�
<br />.1.
<br />I
<br />_
<br />-_
<br />2L*Xe WOOD 2'"' WOOD PILUE
<br />DECK REQUIRED
<br />_ I
<br />.
<br />I
<br />�1000 ANCHORS
<br />WOOD ANCHORS
<br />.s
<br />REOWRM
<br />'(SEE SCEDIXE ON
<br />_ 3/4_... ___
<br />_
<br />`
<br />1
<br />BEET 11)
<br />SEET 11(DA-.----_
<br />MUM AND FLOOR MOUNTING BUILD
<br />ALTERNAi11MM
<br />SCALE 3/111 ...N1111NN1a...
<br />-OUT MOUNTING
<br />ALTERNATIVE 4w
<br />SCALE 3/8-1-
<br />NOTE Fog COMBINATION 0E SECTIONS: ilk
<br />1. INSTALLATION AID ONLY VM1D FOR MAX. AS.D
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (P-S.0 AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF DM OR EQUAL
<br />i
<br />-Cu
<br />O
<br />N
<br />CL
<br />CL
<br />O
<br />c
<br />ca-v�
<br />�
<br />N
<br />N-0
<br />U
<br />O
<br />0
<br />O
<br />O
<br />O
<br />^�''
<br />W
<br />O
<br />LL
<br />EL
<br />CL
<br />N
<br />c
<br />O
<br />'C
<br />�.
<br />W
<br />�_
<br />cV
<br />Lam- O
<br />fi
<br />LJ_ p-
<br />N
<br />C _
<br />U)
<br />C-4 _
<br />N
<br />O 113
<br />Q
<br />N Y
<br />3
<br />CIA
<br />QA Q,
<br />'C C
<br />>
<br />N
<br />C
<br />Q
<br />C=
<br />+
<br />3
<br />N
<br />QI �1
<br />�
<br />u m
<br />O
<br />A
<br />h
<br />•ate
<br />O
<br />is
<br />0
<br />Cn
<br />^�11/
<br />W
<br />C_
<br />-4--1
<br />U)
<br />ICU
<br />O
<br />U)
<br />CL
<br />CL
<br />U
<br />Cu
<br />p
<br />U)
<br />ICU
<br />m
<br />SHEET NO.
<br />SH 1.3
<br />
|