|
WJCRUM LSD.
<br />P=
<br />HEN.
<br />lO or-
<br />am
<br />I
<br />40" -75.3
<br />AT* On Lus
<br />2 9/le
<br />2% S. 110.
<br />A 3*0
<br />.61". -73,3
<br />w OR an
<br />a
<br />• m=1F4*J-wv " MAL A, MANTAS AT OVERLAP At 4ox OF PANEL LOAM
<br />Of PANEL
<br />AACKNON
<br />bVAI" ANCHORS SPACING FOR L D. I/r
<br />KCRM IT &
<br />Aw. cohiskom
<br />OF THEIR
<br />VA=" FARE.
<br />Leim (a)
<br />Pw
<br />(,T)
<br />tNIpCDIW
<br />CALM-111
<br />FNCLmn nmaz 0
<br />KVMIAM PLUS
<br />To
<br />,ff
<br />To CONCRETE
<br />10 cmmw
<br />IQ CONCRETE
<br />To comcmm
<br />Ir
<br />MIA
<br />".
<br />N/A
<br />12"
<br />-Jk2L-.
<br />k/A
<br />12*
<br />N/A
<br />V * 2' (TOP)
<br />it*
<br />31*
<br />Icr
<br />3"
<br />51
<br />4-
<br />1.
<br />4-
<br />V (BOTTOM)
<br />"
<br />12'
<br />3.
<br />12*
<br />1.
<br />1.
<br />1.
<br />w
<br />Ir
<br />=10
<br />-7b.3
<br />N/A
<br />"/A
<br />*/A
<br />WA
<br />N/A
<br />N/A
<br />12 1/2-
<br />it"
<br />2- (BOTTOM)
<br />70* OR LEA
<br />N/A
<br />6 1/2-
<br />I
<br />N/A
<br />4 1/2-
<br />N/A
<br />-
<br />4 1/2-
<br />N/A
<br />3 (TOP)
<br />12F
<br />--
<br />MIA
<br />Ir
<br />N/A
<br />1 1/2*
<br />MIA
<br />9 1/2-
<br />N/A
<br />3. (BOTTOM)MIA
<br />12-
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />4* (TOP)
<br />12-
<br />9 1/2'
<br />12
<br />11*
<br />12*
<br />Il-
<br />A- (- DIM)
<br />*UMT1ED 10 OLD W. A.S.D. INES" PIRESIURE %%INC.
<br />&SM SHEET X FOR ANCHORS IVP% & SPECK IN NWALLATOG WIC WOW
<br />FRAME ItALOM
<br />mmnw Now WAIX" AND UNMA cm mmu AN omem ON no
<br />SC At FOR L& LES MO OCCOM ON SOMECKAUE MIDUCE APICHOR WMM
<br />&V WAIPLYMS SPACING 940WM ON SOHINILIUE IN THE FOLLOWING FACTOPS. FOR
<br />THIS OPOUMM 10 BE POSSOM R1111CD MARGINS ONUM USO TACWR SHMA
<br />:"w L= upiam vocm ommim m EACH mom TAPE AT
<br />III[
<br />t/s1
<br />,Ni1/4's
<br />1/4%
<br />RWOOM01116-ift
<br />NAM
<br />WL Mom stwas W3
<br />3
<br />3
<br />21/2
<br />ow."It we loom
<br />VHHHw ImIlk 111
<br />3
<br />3
<br />3
<br />31/2
<br />310
<br />4
<br />to JL ra Ong
<br />1110011111
<br />I Itr
<br />VAR
<br />3 Itr
<br />AD
<br />In
<br />+ REQUIRES AM. DISTANCE BETWEEN BOTTOM OF PANEL t
<br />Are QD To BE Ilr Mom,
<br />++ mccummus wa awspicE musm sorm or PANEL
<br />me CD ToK 31'r
<br />COMPONENTS FOR REGULAR , UFE SA FM & E-Z MAN STORM PANEL SMEMS
<br />(SCALE 1/2-l)
<br />(TOTAL NDM-
<br />------- -12jw (EFFECTIVE wuno---- S.S. sm mgm
<br />Mat Is 0 1/4'
<br />�6- Ile mp.)-- .374"
<br />OR a 12 lIr as
<br />-1 -.4w- Nap* OW K OMAN*
<br />oar#
<br />saw MAL IWO am
<br />4F
<br />- --
<br />30r
<br />meTV, ---I
<br />'.OW
<br />- O,r
<br />III
<br />COMM s0.m EEDETAIL A 600-------DG
<br />a)STmm PANEL
<br />-
<br />FORMS INALL BE INSIMILLAD #L%%"
<br />FROM LEFT 10 mm W/ Ilr LED
<br />AT sm %I LEFT WE OF pwa O 'No WALIKIII -r TR= ANGLE WITH STUD
<br />7OP VOINE
<br />01 (1,11)
<br />ftfAx G&VANIZED SIM
<br />ImAn 3 Do LIP
<br />0.117D
<br />I
<br />w EARNED Em J-Amm
<br />Mo• I *.,Or omr
<br />r
<br />I a; , -@ (w (yo
<br />MQUETIMIC VIEW NJ& A I-- .
<br />ROUNDED COMM 0 ENDS OF PAWL'S UK �cmw`
<br />.1� 7 L-
<br />-7us-
<br />END UP W1 HEMMED EWE L A`Iali
<br />2.3W (N.T.S) MIT. ,
<br />1
<br />Orr•
<br />MY H= WASHER
<br />EL
<br />3.7 w 3105-HiS4 ALUM. ALLOY
<br />U, I I SM SHEET 6 FOR A00006k
<br />m24' ANY Ummmom f mim Low, is I
<br />vol, t ONLY VIM FOR 96%MJAIIM VARD
<br />O ALLM 2 1 'A eoOD STAMCKA"ES' IMF`-
<br />3,7%r
<br />L -iar .12r LCLA 64011' 1
<br />t.111
<br />75W
<br />L - 4 i
<br />L- (Typ,)#
<br />OIWV. 'N' WADER • I- Mom. TV r M-
<br />SLEVE 11' LAX.
<br />@ r @ PANEL
<br />.374' 3-000* U I a,
<br />(USE ONLY FOR E-Z MANG SIM PANEL
<br />SifflTEM) 4063-1111 A.A. ALLOY
<br />FLORIDA PAMNIG CODE (Non HISIT Vot"OcItyy NurriQom tons)
<br />44M TAIM m FA
<br />SVORM PANE]
<br />STATE OF - - WMAM L
<br />110141. 11LIECO
<br />I car A— 24 CASE WVANW STEELGLOUL PROTECTION PRODUCTS, ur-
<br />ILL 51 SAW E. m - M. 20-175
<br />@BUILD -ow *r F- TRAM WASWIED WDMUT
<br />TMAPII M CA-000
<br />UJIMIC 3 AU." P1 WAJOWWWKIWn RM= " A. 1% pi:AMME riam
<br />r I ETU
<br />CONCRETE AOCOM
<br />MEE smem"
<br />r
<br />SHEETS 9 THRIMANcm10*
<br />ou
<br />INTO
<br />INSTALLATION DETAILS FOR REGULAR
<br />POURED CONCRETE OR CONCRETE
<br />ALTEFINAW CONCRETE
<br />ANCHORS Lotmom
<br />SEE SCHEDULE ON
<br />PANEL in
<br />BLOCK STRUCTURES
<br />ow" COVONI� SHEETS 9 TAW" 10)
<br />OR, .2r.
<br />.
<br />F&GUM. AS
<br />-L-w Va= - -
<br />an
<br />0MAX
<br />;• ---
<br />CONCRETE ANCHORS
<br />Sw
<br />. *1 & Ma W/ VAR,
<br />I
<br />(SCE SCHIM A T am --
<br />SHEETS THOUGH 10),
<br />IF
<br />=3:ak
<br />TO GLASS
<br />UL
<br />"
<br />v m-
<br />PANEL AMOTH
<br />No L MRV.
<br />PANEL
<br />olmn
<br />(SEE SCHEDIAL LENGTH
<br />I (SEE SCHEDULE-- aw SHUT 3) '1 - - ---
<br />I ON SHEET 3)
<br />"Dow"
<br />lt
<br />OF
<br />MILK EMI.
<br />EMSTW. POURED
<br />OR CONCRETE
<br />INDIANA
<br />COMCNETE
<br />M".
<br />SEPWIM
<br />70 GLASS.
<br />W SCHEDULE
<br />ON SHM 3)
<br />PANEL LENGTH
<br />(SEE SCHEME
<br />ON SHEET 3
<br />MR wilcut(I
<br />A SCHEDULE -
<br />ON SHEETS
<br />a lowSPACER
<br />j"j
<br />I
<br />ummm T-W)
<br />SION
<br />ED' l OF
<br />MAX.
<br />t.CONCRETE ANOOW
<br />An SHEETS I Trptouw 10) SWATS 9 THROU&N 2 IlIr LONG VAX NAM"
<br />IV. :�-Iv CONCRETE ANCHORS I
<br />OF 111011A, Olt (SEE SCHEDULE ON (Sm ScHIMULIE ON
<br />McRae
<br />CWTVIEVE AmUcv-
<br />(m gmem" am
<br />SHSETS 9 THMO" 10)
<br />cum MOUNTING
<br />Mi or,
<br />SPACERS 0 MG. w4m FOR
<br />ALL OES,CN AM PANEL
<br />POURED CONCRETE omsfm POURED CONCRETE.D'. Am , 3.
<br />REOUNM
<br />:wm BLOCK OR CONCRETE IEOlNAE TOOK 11 IMP(. L" ZUMNUM SPACERS Is
<br />12 1/2- OC. (SEE TABLE III ON
<br />SEATS 9 a to.)
<br />ffilmom MOUNTING WALL. WOUNMG 4N MG 9= W/SPACEM ng on
<br />SG1lE SUM,p
<br />INSTALLATION DETAILS FOR SERIES 2000 &
<br />1000 E-Z HANG STORM PANEL (1)
<br />INTO EXISTING WOOD
<br />11/2 LAO sm" 0 r ox. W/
<br />JIM THRUM ro�
<br />To
<br />4N WAS SCREW 0 O.C. W/ VOTING om HIMIDER.
<br />lIr go, IhVAL4=*PEW MT44 I e-
<br />odsnw WOW WADER.
<br />C-L &AL-
<br />Z-41 Eft END OF40D
<br />'
<br />STRUCTURES
<br />rw Raw
<br />FLAT 00 Ifto"OEDUCE
<br />I RT,
<br />&)C..L 0140 SAA&
<br />0 rA Do or
<br />N�&- . ".
<br />am 0~ 9
<br />1. NVEALLATIOING ARE ONLY VALID FOR SULDW= WITH LSD. I ADS
<br />UP 'M .66.0. -1&3 PH AND AM&'S ANGTH UP 10 S-,.q2ON La
<br />. ..
<br />Z FDA NEW WOOD =V?D=;M WOW MVMBUM To
<br />pot M. 2. W/ ILM On VOUAL
<br />SEE SPECIFICATOW M el:jE5�� O�j AT TOP
<br />WILL AS I I IM= ON OR D TYPE
<br />t A
<br />low 31100 IM"I'Lumom TYPE 04 2
<br />merf, an iv,
<br />vp & sorrom MDUNTIMIN CAN BE Mewa At ANY
<br />YTV SM My Wt44LAT*W
<br />MAXIMUM PANEL LENGTH
<br />-L+- OR -L-- (ft.) a
<br />MUMIUM A.S.D.
<br />PRESSAE Mfg
<br />mom
<br />CONCRETE J, WoOD
<br />IRVORLIffilow t
<br />L+
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<br />91-3*
<br />71-71
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<br />it"
<br />Tract
<br />S=a'
<br />MAXIMUM PANEL LENGTH
<br />1L+" OR IL-" (ft.) 0
<br />MAXIMUM RSA.
<br />OEM
<br />PNMSM %%I"
<br />(pat) (+ - -)
<br />CONCRETE a wm
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<br />1-1.
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<br />00.0
<br />1
<br />r
<br />050
<br />51-14"
<br />Ica*
<br />MAX*"
<br />PANEL LOW"
<br />MIMM SEPARATION To W= SCHEDULE
<br />WOO SPIED 4 170 v,
<br />WIND SPEED 170 ft"
<br />twittestmumal
<br />RMWAM
<br />UNPIEPWOU
<br />30 OR LESS
<br />a'
<br />61/4-
<br />>3 70 so
<br />I lIr
<br />7 1/2-
<br />3,90 TO 145
<br />1.
<br />1.
<br />7 fIr
<br />7 1/2-
<br />WAa. . CLLFVFILI dF..% A PHI 1,LPHILM&W& d%rMUr%rV2rmu
<br />LAC Sam a w O.C. W/
<br />= 2&3/4* TRUB5
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<br />`AMV MO
<br />or EMM iiIFF
<br />TO 005"M WOW MEAD",
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<br />0 VIA I or
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<br />7 GI
<br />OME ouNL I/" a
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<br />To I= INW.4= KNEW"
<br />WOW HEADER.
<br />10.1
<br />O.C.ww-
<br />nIA par SAS,
<br />0 U. DO OF 4D
<br />-rpvn ISO: DEAL uz. &
<br />- A,
<br />2 1A/Ir M.
<br />-
<br />To 4•1*- GLASS
<br />RWNC IF
<br />OVERLAP I 'oc 7 ;/w Mn
<br />5
<br />'--20.3/4- To GLASS 40 1/4 EW
<br />2 9/ir " 1"74
<br />SB%RUM J/ u;; IF H.A.E .
<br />10 QLAS& VVERV OVERLAP EVERY CIVERUP
<br />--- I
<br />ip
<br />w
<br />1 4Z.22rt 1114 ID 6
<br />it !.- -1
<br />14
<br />I I
<br />Lr 1; 4-
<br />f/2- O.c I. L �j
<br />WCANIED L , i I
<br />VA
<br />. . ! " i 9%�
<br />'A pe-w
<br />1 , ,
<br />INSIMIATM -"/,4;, LOG sm" 0 A, ac W/ 6:
<br />W TWILACIED PENETRATION W. (I
<br />if OF ALW
<br />ALTEEWYM 2')V PLNtiflATloN
<br />WV r'4. ACRID
<br />SCALE 1/41-1 PLATE WAUM nAV OR am a"
<br />If Un
<br />Au
<br />FLOOR cmuc MOUUTINC
<br />w
<br />own" RINATWE SCALE 1/0-1*
<br />I a, SOME 1/4'-1-
<br />C FLORIDA BUILDING CODE (09th VeWly Hu TNT Zone)
<br />No. 4
<br />-an -.%M K. 20 GAGE CAVANIM STEEL STORM PANEL rp
<br />LTA
<br />CWBX PROTECM PRODUCTS, "'W"A"m
<br />&* Of sm.
<br />- 'In OF /T ME C -0... WII
<br />DV. Qm
<br />Vs .....•
<br />. Mflowr-k )06-)S-k Fw 20-176
<br />ANOM omm ", WAL Fl. 3"1
<br />1/4.•
<br />�Zai `RN`- � me HRR =440"* �,Hmfw--,
<br />NOW DIM" =413 W; S'*"DW lap fthom CA-411I • - !". f olm"a w
<br />VTR "I h AMI VIA
<br />RANA I wim a 0 a
<br />71
<br />0*1 STA
<br />f
<br />m - W - 41 gag
<br />0111= MOUNTED AT UCK-00ORR
<br />@ GI
<br />Dom
<br />MOUNT
<br />N.
<br />HEADER
<br />*U`
<br />WADER
<br />m
<br />MOLE
<br />TRACK
<br />WAD-=
<br />r CRACK
<br />XL
<br />-
<br />maeff MOUNTW
<br />32-
<br />32-
<br />1.
<br />w
<br />4
<br />IA'xI.w WW ARGUE
<br />w
<br />w
<br />3r
<br />"
<br />3wr
<br />3r
<br />a
<br />TRACK
<br />sr
<br />32•
<br />32'
<br />.
<br />42'
<br />11r
<br />as.
<br />Sir
<br />(it
<br />RM
<br />311'
<br />w
<br />5r
<br />w
<br />3r
<br />3r
<br />W
<br />W
<br />I W
<br />2/4 1/4 3/4. 4/5. 5/5 & 6/5
<br />"76"', 3W/7 & 4W/7
<br />tw/B.
<br />W6,
<br />MAX AMCHM (SEE SCHEDULE OFI 3' MAX
<br />MVL7--Tt SmErm 9, in all) -f*-- -
<br />o 6
<br />-1 - r t r- -1 - -1 - r - r I - -1 -r r- T I -Ir -T - -T T - r- -i - -T -r- -I-- T
<br />- - - - - -
<br />UNBOLTED PANELS BOLTED
<br />PANELS
<br />W/ iox
<br />1S. M.S.BOLT
<br />(SEE SECTIONS AS W 0 EL
<br />APPL-" (SEE SECTIONS All IC LE)"
<br />D.M..O.
<br />AMR
<br />1MIA. 2/4 14 1*1 & 8/5 1- MAL
<br />'
<br />L* 4W/7
<br />-----ANC"Oft (SEE So"" ON SHEETS 9. To afjj)- -
<br />REGULAR STORM PANEL 61) ELEVATION
<br />N.T.S. le kill. ow
<br />14041=
<br />[(1) L+: MA)
<br />I- WIN
<br />(2) PM=
<br />OMEN A
<br />44167
<br />SATE OF
<br />167
<br />-u
<br />E BELOW, MR MO. PANEL LENGTH FOR PERRI QUALIFICKIII
<br />INTO WOOD ARE LMM'M N 95 R.&I. MAX A.&D. DESIGN PRESSURE RAMM
<br />a, tb At I VAX
<br />I't9101WADER 11% 15 LEM
<br />OM ILTIVIL M.
<br />LIECOmc.
<br />24 CAGE G&VANIZED STEEL SIM PANEL
<br />VA
<br />DIM% W.
<br />GUML PWTMMN PI LM
<br />an SAL I1 sow
<br />°
<br />- DM)-7m&m14
<br />NM.
<br />•
<br />FLAN
<br />"-amlis
<br />4, P.
<br />=.M.
<br />20-175
<br />ROMA* ft
<br />15 -1 -
<br />am I or 0
<br />INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />It -Aa)
<br />wow ANCHORS to GLASIL
<br />-Tw $010)"
<br />ScHmOuLE ON
<br />SHEET 11) ON SHEET 3)
<br />0
<br />21 --------- --
<br />Z PANEL LENGTH
<br />MEW-ANCHORS
<br />WOOD -4- (SM SCHEDULE
<br />SCHEDULE ON
<br />(SEE ON SHEET I I FOR
<br />sHEET 11)
<br />SPAM (0
<br />MAX 40
<br />M;48
<br />1, , 1 /2' OF .!;PACER
<br />- I
<br />. I LENGTH MAX.
<br />�. 1, SIM WADER I I ;'I %
<br />2 Eaf- -
<br />REQUIRED i
<br />ED
<br />J
<br />ALUMINUM SINUCERS 0 12 1
<br />10
<br />1 G.C, DIM TAW #I
<br />.
<br />11 1 L. SEE NOTE BELOW
<br />MLOU1.
<br />I Ill. um KEEVIES,
<br />PANEL Umm PANEL
<br />(Sm
<br />SCHEOULFitSw SCHEDULE (SEE SCHEDUUE ON -FANIOL IIATE FEMALE 0 OR PANEL WAVE
<br />ON SHEET 3) ON SHAT 3) SHEET 3)
<br />I A PLUS W SCHEDULE: ON sIw It)
<br />-T r I
<br />j_ ... -t -- -- j
<br />ItMPEW
<br />SEPAPAIM
<br />in TO CLASS. 2.4* WOW
<br />GLASS PLATE REQUIRED
<br />sm so
<br />ON swv placT M&Lw NJ SPACER
<br />aulowyn 2W
<br />SCALE 3/9-1•
<br />sm 0 t2 1/2` D.C. sm �vjl ON S" HEET 11 FOR PANEL LENGTHS A,
<br />FOR FOBMT
<br />• D OCSIGN LOAM HIS INSTALLATION.
<br />ED .
<br />19
<br />MAX.
<br />0 12 1/2- O.C.
<br />&
<br />wm ANCHORS **=M.
<br />'It -
<br />kI I SIAGGERW w/ sm
<br />SPAM 54 INN/ BE I T1r LOW Dt-. ULE ON
<br />ScmHEET 11)SCHED
<br />(1) OOKLON a LMMD 10 A OK ftm wumm W" Ir-r
<br />LAW move NOW mmm a A WOrimploN Mo AMr
<br />on
<br />,VGG IMS"Al mm mom commay OXAM do sm 11j,
<br />PLAIE
<br />;I• MR. spoRlm TO owm IL �
<br />SIN901 r/ STUD
<br />-'
<br />Awmw WE $Mom= TO I Do Ammms Sam Twou outraw 14 #%mu wa M" a am
<br />lMYQT*Nmxm MI a
<br />(SEE SCHEDULE ON L ji
<br />fWdL K VA*" AT I
<br />;WON ARDIV "
<br />SHEET 11) cokft= lift ntQ�
<br />(I) aim FFMOLM swo 4
<br />t C)j MAIL IN, sm MAL Lumm" a umm v w is ANY "m
<br />GO umm C= OMPMMM "M UAM PANEL UN=O ALVM ON
<br />INCI mu III
<br />WALL U01 I mmw
<br />1411 I1r MAN VACXR CWMW MA S&L K 0 SOMM Of
<br />aPI.RA. mougnmG m SCALE 31/5-1- 9= L MIALLAMOR 01F. SM a UM WPM VA M OLT
<br />&JERMWE 1w *" FOR we mu 3 is WAM
<br />saymom me 00 wwo cor THE Pima
<br />SCALE 3/8-1- (4) OWWALOMON WSW @ULM
<br />24MVINVOINall
<br />..............
<br />-I•
<br />%. FLORIDA BUILDING CODE (Man High Velocity Hurfloone Zwe)l
<br />MM FOR CQMMNMM OF SECTIONS! I INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. 1.
<br />. 140.44167 am rAmm Wc-
<br />DESIGN PRESSURE RATING (ps.f) AND PANEL LENGTHS 24 CAGE GALVANM STEEL SIM PANEL
<br />I owuVAm W.
<br />TOP & 90TTOM MOUNTINGS CAN BE AS PER SCHEDUILES ON SHEET 3 (EXCEPT FOR III, :*
<br />l -\MOMUM COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE M LE c om.. M PROTECTION
<br />INSTALLATION, RID 41m sm. m gnm
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ... ...... AL&wrJ* ZVOW Umoawnc IMM1L FIL M. 20-175
<br />SOUTHERN PINE No 2. W1 SPWM in' lee "MI POW AH,I, ox "")smm7
<br />5 OR EQUAL t 0.00mio woo ft
<br />g=pSDFT00!5W
<br />AM 1-10
<br />WAM &ux Y. Ox ow 0 w to
<br />GENMtk. NOTES
<br />RMtle Met PltleA! Es. TINILY DOCUMENT (RUM) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDN" I 1-2�110. BUILD". me
<br />t. SOW PAteL SHOWN ON Ti65 Agmm /4-0 TAPOOM ANCHORS, AS MANUFACIURED . 1.
<br />101H THE 202D (IM EDITION) Or THE FLORIDA BUILDING CODE. THIS SrORW PANEL MOLL HOT BE INSTALLED AT HIGH #114-10 PRAM MANE FEMALE 0 AND PANEUMVE PLUS ANICHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />CODE. FOR A S A oAs PER sIS** . W WOOD BLISMING. AS 067FJBUTED By ALL POW SCREW. DOLT & SPECIALTY CO.
<br />VELOCITY HURRICANE ZONES (MWA-WEE / BROWAND COMM). "/4'0 W SCREWS PER N.D.S.
<br />DESIGN wife LOADS SHALL BE rrunowd wrom I so OF THE wa mmummut, AS,,: um
<br />SPEED AS REDURRECI BY THE ANTSIDEFION WHERE STORM FVVNM WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR
<br />NI UISING ASCE 7-16 AND SMALL NO MO THE MAXIMUM (ASA) DESIGN PRMWK RATIOS MORATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL SE 1 1/2- AND r MR ELCO PAMELWE PLUS
<br />3. 9 THOU 12 6 17, Va. AND FAMELMAILE FEMALE 0
<br />IN ORDER TO VOW THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE ?-is Simi BE FIRST
<br />REDUCED TO JLSID. DESIGN PRESSURE ftkYWG of MULTIP1.1000 THEM OF 0-6 IN ORDER TO COMPARE 74M W/ MAR(. (A.SZ.) CJI) MINIMUM THREADED PENETRATION Of LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE I 1/2'� NO THREADO
<br />DESIGN PRESSURE RATINGS MUM ON SWATS X 9 THOU 12 A 17. 18. KNETR06TM INTO SRICC0 SHALL K COMMINDIM AS PART Of THE REQUIRED THREADED PO4MMM
<br />US 4K
<br />FOR WAND LOADS wz 121 USED IN ITHIOR ANALYSIS.FASI`EWMS SPACING TO WOOD HAS SEEN DICTIMINNED 04 C.3) 104MAJIM EDGE 0111TANCE OF LAC SCREWS. INTO WOOD WVU K AS INDICATED IN THIS MAKING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />IN OVA" TO VERIFY 71,M7 ANCHORS ON THIS P.E.O. AS IMI WEFT NOT OVER SWADM, A 33S INCREASE IN ALLOWABLE
<br />STOW PANELS ADEQUACY MR IMPACT NO MO RESISTANCE WAS KEN YERIFIED IN ACCORDANCE WITH SECTION ISM.1 2 OF CA) MINIMUM PENETRATION OF WOW INUSIMIC SHALL BE 5/0'. 1/4'9-20 SCREWSSCREWSUSED SVIAU K I IffW LONG MINIMM U
<br />THE ABOVE KW04ED CODE AS PER AMERICAN TEST LAB OF SOUTH R"M REPORTS 001114,01-01 AND 00212.02-M. AS SHOULD STUCCO COST. me 0 We" FOR WALLS WITH ND STUCCO.
<br />PER SSM 12-29 at ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA, REPORT IT123.01-10 As PER
<br />CA) IN GCSE THAT PRECAST STOW, OR PRECJW CONCRETE PANELS SNCCO ON "M "M K FOUND ON THE OnTm
<br />US-= AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION Isim OF THE
<br />FLORIDA BUILDINGcmE WALL. ANCHORS MOLL BE LONG ENOUGH TO REACH THE MAIN Sil%UC'RRIE KMO SUCH PANES.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) If CA)
<br />2. ALL ALAJWNUM EXTRUSIONS 10 IN SOILV-111 MAIN AM TEMPER (UNLESS OTHERWISE MOVED), SEE Sim 2 (o) ANCHORS STALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMICIFACTURICk
<br />I ALL ALUMINUM SHEET METAL USED AT M.WUKS SHALL HAVE 3t05-0014 ALLOY, 4 PANELS WAY ALSO BE INSTAUED HORIZONTALLY FOLLOWNG 01IStALLATOON DETAILS SHOWN ON SECTION I THRM-CM 6 (SHEETS 4
<br />4. NA STEEL SHEET METAL PANELS SHALL K04 St CALRUTY STEEL. AST/ A -GU OR 80 M"KM. G-OD GALVANIZED THROUGH 5) EXCEPT THAT MAVENS() A (p SHALL, NOT BE USED.
<br />MUCTURN. Am
<br />STEEL DESIGNATION W/FY- 12 2 ko (AFTER ROLLED). 9. IT SHALL BE THE FCSPONS*V" OF THE CONTRACTOR TO VERIFY THE SOLOOMM Of THE SYRUCrIAX VIHORE IMUTTER IS TO BE
<br />ATIACHED TO WAIRIE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOM OR WOW FRAME
<br />5, ALL SCREWS 10 BE STAINLESS STEEL 306 OR 316 AISI SERIES OR CORROSION RESISTANT COALTIED CARBON STEEL AS PER CAM
<br />BUILDING CODE SECTION SUILDINDS.
<br />5MI18 W/ 50 kol YIELD STRENGTH AND W kai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA
<br />241 _3 3.4 10 EACH REGAILAR STOW P*Fe 011114 ANOTHS OVER W. AS PER SECTIONS 1, 2. 4. 5, 6 AND ALTERNIVINTS IW. IMF & 4W ON
<br />SHEETS 4. 5. 6 A 7 RESPECTIVELY: SHALL HAVE A LECISA AND READILY VISIBLE WINING 06-MXIM 0~ 04 TENANT TO
<br />a BOLTS TO BE ASTW A-307 GALVANLEW STEEL OR AIN 304 SERIES STAKE" STEEL. WITH 36 Am M"MUM YIELD STRIENGIVII SECUIRE PANELS WITH APPLICABLE REINFORCEMENT CALIRINC FEN= OF HURRICANE WARNING.
<br />T ANCHORS 10 WALL SHALL BE AS FOLLOWS. II- THE INSTALLATION CONTRACTOR IS 10 SEAL VG- ALL SHUTTER CWVKW WINES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />(A) TQLJDIJFIF�� THE MA�OM TO PREVENT RIND/RAMINTRUSION
<br />1/4 0 TAPOON ANCHORS AS MANINFAMIRED BY I.T.W.SUILDM INC (0m r-3492 Ve+.) 12. STOW PANEL INSTALLATION! SMALL COMPLY WIN SPECS MOVICATED Of THIS DRAOM PLUS ANY BUILDING AND 100" REGULATIONS
<br />1/4' 0 x 7/6. CALK-01 ANCHORS. AS AINNOVACTURED BY DENALI INC PROVIDED BY THE AIRM)ICTION WHERE POW IS APPUED TO.
<br />.*
<br />/4.•
<br />3/4- $DUO -SET ANCHORS, AS DISTRIBUTED BY AU. POW SCREW, DOLT MI SPECIALTY 00
<br />(mm rc-ww P4.V) t3 (v) THIS PRODUCT EVALUATION DOCLUENT (P.LD-) PREPARED ITT THIS DIGIMEEN IS GENERIC AND DOES HOT PROVIDE INFOSWATION,
<br />FOR A SITE SPECIFIC PROJECT. ..w WHERE THE SITE CONDITIONS DEWIT FROM THE P.ED
<br />014-10 PAMIELMATE FEMALE 0 & PANELMATIC PLUS ANCHORS. AS MANUIFACAIRED BY ELCO CONSTIVI)MION PRODUCTS.
<br />'IVO ZAMAC NAUN ANCHORS. AS MANUFACTURED BY DEMIA.T. INC. (0) CMWCM TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AM WWALLATRIN PICUAD*IG LIFE SAFETY or ING PRODUCE
<br />BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OCIAME FIXIM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />A 1) MINIMUM EMKDWO OF TAIPCOM ANCHORS IKIVD POURED CONCRETE SHALL IN 1 3/r; 2* FOR ELCO PAMELMOLTE AND R SIRE IS THE CONTRACTORS PONSIBILRY.
<br />CONSTRUCTION SAFETY ATCONTRACTORSS M
<br />0 3/4' FOR ZAMAC NAILIN ANCHORS.
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MALAD W MOWIED
<br />A.2) CALK -IN Al SOLO -SET ANCHORS SKILL BE EMBEDDED 7/3' INTO THE POURM CONCAM NO EMBEDMENT INTO
<br />SIVIDEO, SHALL K PERMIT0. Ile 0-20 SCREWS USED OWL 13E 1 1/2' LOW WOMUM SHOULD MCCID EXIST, (4) SITE SPECIFIC PROJECTS SKILL BE PREPIMIED Or A FLORIDA KOSITROD ENGINEER OR ARCHITECTWHICH WILL BECOME THE
<br />AND I* mmum FOR WALLS wrim NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THRUM "C" W/O HEAD, ENGINEER OF RECORD (LO.R.) FOR THE KJKLACT AND WHO WILL BE RESPONSIBLE FOR THIL
<br />BUT om WING NUR PROPER USE OF THE PE.O ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.EO, EMONEEK SHALL S~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS PAVERS, STIUDOO OR WOOD BOARDS BE FOUND ON THE
<br />00STMC WALL OR n". ANCHM SIMI K LONG ENOUGH TO REACH THE MAN STRUCTURE NDWO SUCH PANELS, (e) THS; P.E.O. mvu BAR THE DATE AM ORIGINAL SEAL AM SIONAYURE OF THE PROFESSIONAL
<br />AMIGHDRAGE SNALL BE AS MENTIONED IN A. 1) AND IN A.2). ENGINEER OF RECORD THAT PREPAM IT
<br />14. SHUTTIM IMMILIFACTIMrS LABEL SHALL BE LOCATED ON A READILY Y&BLE LOCATION AT STORM
<br />I'M AS WMPXFL41CO BY I I W SUILODC. MC PANEL SPUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BUILDING CODE ONE LABEL
<br />(8) !0,141- C.P.CCIN AIXHr !t ASTM SHALL. BE PLACED FOR EVIDIV OPENING LMIQJMG TO COMPLY WITH SECTION i7oips.3 01, FIVE
<br />1/4' 0 . ?/a , CAL11-111 ANCHORS. AS MANUFACTURED BY DIEWALT. INC- FLORIDA BUILDING COOL
<br />114'0 . 3/4* SOLJI ANCHOFS. a DISTRIBUTED BY ALL POINT SCRIVIV, BOLT & SPENAL11' CO.
<br />$14-IO PAMEULAFE FEMALE ID AND FAMELLIATE PUS ANCHORS, AS MANVIFACNIRED By ELCO CONSTWLTON TV
<br />1/4 0 ZAMAC W" ANCHORS. AS MANUFACTURED BY D~. INC
<br />......
<br />9.1) MINIMUM EMBEDMENT OF TAPOOM ANIENCIRS. EUDD PAMEL.MXTIES AND ZMAIC MALM ANCHOR, M.O THE h 111010aft
<br />cwe Zww)
<br />�Lc FLORIDA, SLIMING CODE (Moo Mg
<br />BLOCK UNIT SHALL BE 1 1/4 .: . .0m 1A."m VIC
<br />942) CN.114-14 t$OUD-SET ANCHORS MOLL BE EMBEDDED 7/6'INTO THE CONCRETE BLOCK UNIT. NO %044 7 24 CAGE GALVAMM STUL STORM IlMa
<br />STICOD 94A1 BE PERMITTED. 1/4, 0-20 SCREWS USED SHALL. BE 1 1/2' LONG MINIMUM S-01"
<br />AND I* UM"M MR MALLS WITH NO STUCCO. STATE �MIL E c 0 PROTEMM PRODUM UZ.
<br />0.3) IN CAM THAT PRECAST STOW. OR PRECAST CONCRETE AWLS, SR= OR WOOD BOAF40S BE 0
<br />GLOM
<br />"11,14ls
<br />OWING WALL ANCHORS SHALL BE LONG ENOUGH TID REACH THE WA STRUICIURE BEHIND SUCH 20-175
<br />ANCHORAGE SHALL BE #3 MENTIONED IN 0.1) AND IN 9.2)
<br />-.E SkAmmmvm
<br />cm
<br />T--
<br />Tim
<br />I �4 Vw kN &1 0 a) 4 Cl I Lv 1*1 : J4
<br />6 TROUGH IQ)
<br />ED
<br />M---A r4n V
<br />PANEL LENCTIVI
<br />SCHEDUILE
<br />(OAR
<br />SHEET 3)
<br />SCHE=0W V`f` F
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<br />SHIM 11 timaxism IDA
<br />I
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<br />lIr
<br />ANCHM
<br />ALTERIMI CONCRETE CONC�COIN=
<br />(an SPEUXE ON
<br />SHEETS 9 THROUGH 10)
<br />Ruwlzm mom=
<br />NOTE FOR COMBINIAIXM OF ZMM-
<br />E.D. ma DISTANCE
<br />IMAM
<br />SCHEDULE ON TOP & BOTTOM MOUNTINGS CM BE
<br />SHEETS 9 t 10)
<br />COMBINED Of ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />TO GLASS.
<br />SOMEDLILE
<br />UNPIN ow 7417
<br />(SA
<br />am 94M 3)
<br />1
<br />I
<br />V
<br />-
<br />it -,A--
<br />1
<br />3
<br />i PANEL UDIGTH
<br />1 (SEE SCHEDULE
<br />ON SHEET 3)
<br />=4
<br />sm
<br />Of
<br />MAX
<br />I
<br />1
<br />LO.
<br />ii
<br />I
<br />I
<br />CONCRETE BLOM t
<br />RIEDIARED.
<br />4)
<br />STACKIM W? STIJb-
<br />(SM sclera ON
<br />gem 0 THRo)cH 10)
<br />SCALE 3/4-1-
<br />CONCRETE ANCHORS
<br />m SmIcku Ok
<br />SHEETS 9 1HROUQ04 10
<br />PTO
<br />I' mall,
<br />O GLASS,
<br />PANEL LENGTH
<br />ScmDuRE I (sm SCHEDIALE
<br />OR gaff 3)
<br />SF#FA-L-I -
<br />rE J MNNUW�_L7 '-PUCASAL 0
<br />NODULE ON _ j
<br />I THROUGH , 01
<br />NLY WHEN SOD
<br />A new/ WHEN
<br />GEA=_
<br />�ESWVLWM .0_
<br />INSTALLATION DETAILS FOR REGULAR PANEL IC-DINTO WOOD
<br />79CATION
<br />ATE LEG
<br />r
<br />ILI ------ I-, WOOD AmcVVC*S ANCHORS I* Mn. -
<br />SCHEDULE ON (SEE SCHEDULE ON
<br />_=SHEET
<br />I I) SHEET t 1)
<br />FA
<br />1/4'
<br />WOOD HENDrjt-
<br />ROMP"
<br />1
<br />WOOD ANCHORS
<br />1
<br />I
<br />(SEE SCHMI OM
<br />1
<br />4 DMMTM VC
<br />1
<br />SHIM, 11)
<br />ON SHUT 3)
<br />FA-Ro
<br />1 9
<br />v MAX.
<br />PANEL U13fam
<br />SCHMULE
<br />a" %w 3)
<br />-(D1
<br />OF V
<br />MAX
<br />0 t2 1/2- RC
<br />40 F
<br />A" rl I
<br />I
<br />A- I
<br />E
<br />- - - - r
<br />t
<br />WOOD ANCHORS I,!-
<br />WOOD
<br />REQUIRED
<br />21w wow PLA
<br />REOLSO
<br />mi SCHEDULE ON
<br />NOTE FOR I INSTALLATION AIRE ONLY VALID FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN FZ=RAgIG
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER &�AND PANEL LENGTHS
<br />*WALWION. Z FOR NEW WOOD FRAME CONSTRUCTION: WOW
<br />MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF GM OR EOUAL.
<br />m wow wo
<br />ON
<br />V b ' IAn
<br />1/2
<br />-I--
<br />-L,-
<br />�, - 1 re
<br />a lIr ac
<br />7
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<br />HIND axn
<br />�'2
<br />M TO MAN . SUPARIC100
<br />(VIA SCHEME ON wilurCLASS3)
<br />•V
<br />MAc
<br />A
<br />f
<br />(SEE SCHEDULElf,
<br />a
<br />,
<br />ON SHUT 3)
<br />MOD wan
<br />6 I/e O.C.
<br />f
<br />ANCHORS
<br />SEE SCHEDULE ON
<br />SHEET III
<br />RU100 MOUNTING
<br />ALTERNATWE 4W
<br />SCALE 3/8-1-
<br />or 'I
<br />MAX.
<br />tM
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