|
ANCHORS (SEE S1 CTIONS ON SHEETS 17. 1& 19 & 20) -
<br />3" MAX. 307. 44/17. 14/14 311/17, 49/17. WIS. 3ON
<br />MAX
<br />D.M.o,
<br />I - Lffl _. GWIII. 7MI19 & IAW120 sesps. ?W/19 A 00/20 1. M.
<br />_
<br />O 0
<br />0 0 0 0
<br />11 MON. I- WIN,
<br />ANCHORS (SEE SE:71IONS ON SHEETS 17. 18. 10 & 20)
<br />OPTION G FOR LIFE SAFETY STORM PANEL(I ELEVATION
<br />SCAUE 3/16'-1*
<br />2" -01 ON. IN!". -1. mW WUJII, UE svyft
<br />IKMM 1a)
<br />MAR.
<br />SECTION A -A
<br />SCALE 31IC-l'
<br />F.10.4171117 W-VA sm 614-1 Lei Z M11:4 *-*9j, M:7_1 I I 1h I elffflm AWX
<br />TTV "T 4014:1,11METMISIM,
<br />No. 44167
<br />z
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />a. -a.
<br />2 3/4-
<br />UNBOLTED
<br />A MAX_
<br />PANELLENqIH
<br />SEE SCHEDULE)
<br />I
<br />tim ILT0,01 K.
<br />" "" GALVANIZED STEEL STORM PANEL
<br />I DWI", IM,
<br />_C0
<br />-
<br />R \
<br />QM& PROTECTION PRODUCTS, U.C.1
<br />WE
<br />L_
<br />. c
<br />OWN. OL
<br />-
<br />R E_&_5MiNM
<br />20-176
<br />Me. Wee AePee. . .1.
<br />.,:t PRO --1-
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO USTING WOOD STRUCTURES
<br />�E= HEADER WOOD HI:
<br />1/4-. TAPCON e Ir D.C. W4-0 TAPCON a r D.C.
<br />'Call"
<br />FORLADED WAM wc,"Ir ;,m T"'I'm
<br />X1/2 p
<br />WOOD wow T�RIMIN AT WOOD
<br />HEADER HEADER HEADER HEADER
<br />1/2* -12- )j,
<br />1/2' 1/4-
<br />j
<br />Most
<br />2' T
<br />.3
<br />•L• CLASS a"suen
<br />Well, CLASS-t-
<br />AE
<br />PANEL UENOW ON leer, G) PANE LENGTH slaty 10)
<br />I
<br />j (SEE NOTE (SEE NOTE I BELO#)
<br />PAW, LENGTH
<br />INISIM MANMOIN' FAKL LENGTH
<br />TO em (SEE Nw� I SELON) TO QW (SEE NOTE I KID*)
<br />CLASS tax sadv" CROL Weeks
<br />SIS, M.S. W?
<br />7/0"d 3/371* 7/jr* . 5/32"
<br />WING No WIND PLO L
<br />4.. Al
<br />IRA THRLDEG s
<br />FEMETIMSM AT
<br />of -1
<br />_0
<br />CO.
<br />-
<br />1/4,* W/
<br />cow i
<br />J3,r
<br />N.7 /nt4WW
<br />!710^. 3/32' WING WA• 121 oc L.WkSHER DICHOND) HUI
<br />111 12 4/2' O.0 OD.
<br />,NY IAPCON 0 Ir 01C r WIN. THREAM
<br />W/ sm) AD) BOk AT Md1W0TH
<br />QMt THREADED 4 , p : I w
<br />MIDIRDTH =T.M1 erAMM
<br />- - - raao LATE PLATE
<br />OF PLATE OF PLATE t=w
<br />PLATE •PLATE RCOLWWALL JKII
<br />M AM
<br />WALL MOUNTING INSTALLATION WALL ALTERNATIVE arm 70WW
<br />am "a-UHMS 6904M SCALE 3/Ir-I, • LIFE MSAFIETY PANEL
<br />WGIMPROWL 0 LWIE SAMY PANEL SCALE 3/8--l-
<br />01
<br />WALE 318-- I. SCALE 3/r.i' 1k. T
<br />FLORIDA BUILDING CODE (169h Velocity Nu cam Zone)l
<br />:,*WN.AATONS ARE MY 101.0 FOR BUILDINGS WITH AS.D. DESIGN LOKS
<br />TO .555, -7LO PSF AND PANELS LOOM UP TO W-Ir 4 1 ama OUEOD. OC. rp
<br />t 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />DIMM Or
<br />2 FOR NEW WOW FRAME CONSFIRICTIDIM WOW MEMBERS TO SE SOUTHERN
<br />PINE 40 2. W/ SPECIFIC DENSITY OF 015 OR EOU%L OTIJKn=
<br />M06AL MTEC" PROMM LLC, am
<br />4" 1r fil slow
<br />MAL fL 3311. I PNOW� 'WH We? 20-176
<br />IYSIO �i. )M-?54& �
<br />MVA*4 ft
<br />sum TW px smwnwn
<br />saw F-9 11 1
<br />Is'l (TOTAL WIDTH
<br />12.500' (UnCRVE WIDTH)
<br />__7
<br />1/4' - - - -
<br />'Aw-
<br />1350'
<br />&QW MW THICK
<br />GAVIANIFED STEEL
<br />HEMMEID
<br />EDGE
<br />2.0 ! DO
<br />NEWWW
<br />ASM A-653
<br />GR4DE so
<br />C-60 GAP V,
<br />STORM PANEL
<br />pma-S ENO
<br />U, W/ HEMMED CODE
<br />01V
<br />ISOMETRIC VIEW MAIL
<br />R"ReGED CORNER
<br />0 ENDS OF PANELS
<br />END UP W1 . .
<br />(N T.S)
<br />125'
<br />1
<br />O 3*x3'(Max.) AWW, ANGLE
<br />2!:
<br />2ZOO*
<br />.71
<br />-2-000--
<br />O J* TRACK
<br />L
<br />No. 44167
<br />STOP Us
<br />II' LONG
<br />6061-75 Alum. ALLOY
<br />33W
<br />REVERSED W TRACK
<br />_7 1 1 2 - -
<br />3 750
<br />O WR
<br />1$4
<br />60411-TO ARM. ALLOY
<br />T 7-co 7 iLE
<br />Pt. WAVS&MIUMEMOR
<br />2_300
<br />2.244'
<br />. I I
<br />2-591'-
<br />9-
<br />2.250-
<br />Typ-
<br />2.50c"
<br />2.244'
<br />,*-2.470'----1
<br />Q'
<br />(1) REVERSED "U*
<br />7RACK
<br />2.0 Do-
<br />i4c.,
<br />2"W(Max.) AWM. ANGLE
<br />RIGA BUILDING CODE LNgh Velocity Hurrlcome Zone)l
<br />20 GAGE GALYAWED STEEL STORM PANEL
<br />rp
<br />DOWN BY
<br />DW PROTECTION PRODUCTS. U.C.
<br />WHO S. 51 snw
<br />IMAM. IL 201.
<br />"HOM" ($")�7sw FAX (AA),W_,M
<br />20-176
<br />4. sr Her
<br />OIWRYIO NNW
<br />Faq
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />fj4' TAPCON ANCHM 114' TAPCON ANCHORS I ij*A* TAPCON AIACHORS
<br />eq. B 9. ...... I j4' TAPCON ANCHORS
<br />oz. D.C. I OC _0 a. Ot
<br />POURED CONCRETE. POURED CONCRETE POURED CONCRETE POURED CONCRETE Z�, I EFE
<br />OR CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE
<br />BLOCK REQUIRED BLOCK REQUIRED r-C I BLOCK REOURED rc-11 , BLOCK REQUIRED C I
<br />1/4' 1/4* I/V
<br />E:, LD r
<br />1 COAT
<br />E--
<br />G CD wee ou
<br />10 1 e6l" Me
<br />U Ir
<br />NOW *A
<br />97.
<br />_0
<br />_3
<br />A CD
<br />in
<br />-0-20.3/0S 4��S. W.S, W/
<br />/2, 1/4 _S� ALS Mr/ /2,
<br />7/e13/32' 004 W WASKA I v/=.321v UK HUT WAsNER
<br />�f"a. (BEYOND)
<br />-0 - & 12 1/2- Cc
<br />je. 3/32•'WIND NUT 3/32- WING
<br />WASHER * 12 /2- 0,C, iaK. NUT WASHER (REVO100)
<br />W44. TAP004 ANCHORS __._W4* IAKON ANCHORS TAPCON AN-
<br />Ilr ot, 4 j1r D.C. 4 i/r OC
<br />(SrAccom W/ STUD) (STADDERED W/ STUD) Is, 4 112- O.0
<br />youam CONCRETE POURED CONCRETE --POUAW CONCRETE
<br />OR CONCRETE Dot CONCRETE BLOCK ECU" CONCRETE
<br />BLOCK OR COMO" BLOCK OR CONCRETE BLOCK
<br />MEOUM REQUIRED REQUAID REQUIRED
<br />WALL MOUMNIS *WALLATM UATM WALL MWKn" INVALLAMA WALL 610t*ff= *MAI I ATM
<br />SECTM 3A
<br />0 REGULAR PANEL 9-IRMAAKIL Lim PANEL
<br />SECTIBN ALB
<br />SCALE SCALE 3/8--1 SCALE 3/8*- I* SCALE 3/8'.1"
<br />SET ow to & 20 IN ANCHORS RYAS
<br />SPICIND IN IMSTAUJMM PRO WOOD
<br />F1MW1E wilam AMINCR WAOM el.) d3
<br />LAWbKM ANCHOR SPACINIS APO MINIMUM
<br />COME DISUNCE ARE POrATO ON THIS *OOK-Aele -6
<br />ON 3 ✓ FLORIDA BUILDING CM fifth Velocity 1"OU cane Zone)
<br />SOMMILE FOR EA LESS TWO 00"M 91"Ilej 13
<br />SCHDRALE MUCK 'AD" 9-9" a,
<br />"TWLYM SPAC114 SAWN ON SCHOL" mme omm 41 -I= alm W_ 20 CAM GALVANM STEEL STORM PAWL o� BIT,
<br />rp.
<br />•
<br />BY THE! FOLLOOK FACIOM FOR
<br />MIND FACTOR THIS
<br />OPOMPOW TO K POGM& 101DUCED I /r As z
<br />WACHS DOOMED 144A NO /r S GLOB& PROTECTION PRODUCTS. U.C. ME LM TVM LOMM SPACING IMINCATED M EACH 41:00111 TYPE OR rNIS SONEOWLE 111LIECO.
<br />6 saw
<br />3 /r eei J mm-o"MI PNOMU (O.Ma-70& r", 20-175
<br />ON C11-410047I9 lw� CIAO" ft iew- 1 0 jNew" I"
<br />emir - __
<br />W owiy or
<br />I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />p
<br />TAPCON 0 6' D.C.
<br />/2- Wk. THREADED
<br />IR 1pN AT WOOD PENETRATION AT WODO
<br />HEADER
<br />HEADER HEADER
<br />1/2-
<br />% 01/4 11/4-
<br />*000 HEADER WOOD WADER
<br />RIEDUINIED IWWKD
<br />L
<br />1112,001,40"
<br />to GUMS
<br />(SEE SOODW
<br />OSTIA, sOnY 11)
<br />cum
<br />To SAW; M".
<br />(SEE SCHEDULE PANEL LENGTH PANEL LENGTH
<br />pWNT r ON SIAITT 16) (SEE NOTE I BELOW) 1/4-0-20.1' (SEE NOTE I BELOW)
<br />ss, U.S *i
<br />3/32'
<br />A NUT
<br />Y--
<br />-3
<br />CIO.
<br />MODID PLATE 3/32' WIND NUT 2*.4' WOW MATE 3/32. W04 MuT
<br />REQUIRED WASHER 0 6 1/4- O.C. REOUNNED WASHER 0 (BEYOND)
<br />014-10 #14-10
<br />/=V _
<br />0 6•0 1 Z - I �7
<br />Wk
<br />WIN
<br />Al W AT WOW&ii OF PLATE
<br />A
<br />WALL MOLIN'TING INSTAI I ATION WALL ON
<br />A%W= AAMNHFHINI VALTI E ROOM! ?7 JE Ske
<br />a CULAR PAINSEL III LET SAFETY PANEL
<br />SCALE 3/8--t- WALE 3/8.1-
<br />ENsj
<br />FLORIDA BUILDING CODE (High Votocily Nu Done Zorn)
<br />IanT aam ItImm W_
<br />No, 44167 20 GAGE GALVANIZED STEEL STORY PANEL
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS pR
<br />UP TO .56-5. - 72 0 PSF AND PAWL'S LENGTH UP TO g'-r alixvjm
<br />ATE GLOUL PRMCTM PRomm LW.
<br />IL CO
<br />2- MR NEW WOOD "PAM CONSTRUCTOC WOW MEMBERS TO BE SOUTHERN INC. NIOQ SA'. 51 WIND
<br />POW NO. 2, W/ SPECIFIC DENSITY OF OAS OR COWL IMMIL FL 333. 20-176
<br />Seri 30 or U
<br />/24 Csa NOR: I NELM
<br />Ss V/24 4/2T Tv/oRw/o (j).(z) (SCI "011 2 INDAM 3- M., 2*/24 V/24 cm "M j BELOW)
<br />EACH FOR CONCRETE AMONM SOL I* WAH. CONCRETE ANCHONS r M.
<br />OF la SEsoluxu ON SHOU a IOW mw WOOD sr-
<br />CTIOM DO SHOT 7 (SRSCHEILlUE al SHOT a)- I. Am.
<br />AT x
<br />-t±tI, SKI
<br />P. Do or
<br />_T
<br />1" 'I IT
<br />IR [1- �i ]]T r,! 1', 1IF
<br />11.11I
<br />T_T--11 7 11 L. -1 X L.
<br />i i CU -ft-'W ::wmwm MNEW pAmaj: (00 PANEL)
<br />z HOME L & 4 SU "ONE 2. & ♦ Save SEE NOTE 4 M" q= 2. s BELOW
<br />ICT H T
<br />@a= PANELS
<br />Tj TT40 X L.
<br />I
<br />� l lj �1
<br />I I I I I fil1' I
<br />SEE NOTE 4 BELOW
<br />Earn
<br />FDA CONCRETE MMOOMS, SIX
<br />YIN SCHEDULE ON SHUT M. LOCATION
<br />SOL SUCTORIM FOR WOOD 1 90 PANELS)
<br />0. SHOE, Ma
<br />3 TV TO BE INSTALLED AT EACH
<br />•LAST EACH =.M.-PALWARS BE f=TA
<br />�.P.TLCIKS
<br />TYPICAL ELEVATION FOR SEBI ..2= OPENING, CAL ELEVATION " HANDLE TO FACUDIX
<br />WAR HANDLE TO rACNffAM := F PIMNIDED TO BE INSIAUM FROM
<br />ML2Ms9Ays!T;T-F
<br />Ir INTENDED To BE INSTALLED FROM NI DE OF SIRUCTUM
<br />E-Z HANG RM PANEL (1) SYSTEM "MIDE 0.1 STRUCTURE. E-Z HANG STORM EM
<br />-A r-1/4* blee, G* if^'M GAP Jr,/4' Me, GO 114. W. GAP-1
<br />7eA1z or
<br />SSlEgnom a-
<br />SECTION A -
<br />NNE W - I' m" 3/W - 1-
<br />(t). DEfWtT1pN OF trNFs LOGO; E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />NOTE-.. TRACKS AT TOP & PANCLUATE PLUS 00 15" LONG
<br />200M E 2 (AT BOTTOM W/ PANELMATM
<br />IDEENTION Of SERIES - HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />SILL WALL - ME" OF
<br />C-t. TRACKS Top a BOTTOM (2) END PANELS SHALL ALWAYS BE CONNE7�&Eg-
<br />STALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELWWS OR. F USED
<br />(2) PRECIS AT BOTTOM. END PANELS
<br />PROVIDED SH-LI. K CONNECTED TO 4-11Sjkg/?p 32
<br />6 SHALL BE AT TOP OF SUCH PANELS. Ty/
<br />WING MR OR la(2W Mi. & AS
<br />If END PANELS ARE CONNECTED TO BOTTOM TRACK, CPN1�10N
<br />(3) SHAILL. CONSIST OF DESCRIBED ON 3) 1 OWE.
<br />"/4'*U/r�=/�3W WIND . OR I/MA'ftjff1 Ml,, THUMBSCREW
<br />TAPPED 801TO11 OF FASTENERS AY AT EITHER OF TWO (3) FOR CASES WOIEN END PANELS ARE LOSE JORMMY W/ 15* LONG AT
<br />IM TO'BOTTOM " TPI%
<br />BUT END PANELS ARE Not CONNEC STOP
<br />EXTERIOR FLAT FLAKES OF END PANE L . 54P
<br />(rSOKMAIL Be PROVIDED AT TOP OF SUCH PANELS.
<br />IN CASE THAT END PANELS AM NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). F=0RATL
<br />IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED to BOTTOM TIMCx OAT04 WHEN END PANELS AM SORE INTERIOR PANELS ARE DIRECTLY
<br />EXISTING SILL %WLL( Xr OF PMaWTES, ONE INTERIOR PANEL
<br />USIM SPECS INDICATED ON NOTE (3) ABOVE 0H SUCH CASE. COMECTION Or PANELS MAY BE USED JOINTLY AT ATTACHING BOTTOM TRACK TO WALL
<br />To BOTTOM TUCK MAY OCCUR AT ANY PANEL LOCATION. TWO PANELIAMFES 199r. �.Ot4 ELEVATION AND W/
<br />=
<br />=
<br />(5) SEE SECTION 1% 3' C ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE. CASE. P
<br />VASTOLLED
<br />M11111o."" NOT NEED To E To BY ANY MEANS.
<br />ZE
<br />SUCH THAT .. PANELS (W LEFT & RIGHT SIDE Of PANEL) HAVE
<br />THOR OVERLAPS RETA04ED BY (2).
<br />FLORIDA BUILDING CODE (NI Velocity Hu to" Z0.41
<br />4 167 40140 ILI= M 20 GAGE GALVANIZED STEEL STORM PANEL FP
<br />two W.
<br />Q-1 �J MTECWN PRODUCTS, ULC.
<br />GLOUL mv_-
<br />STAT OF IILIECOinc. Am &e. 5 saw
<br />llz� .. - & "It IL sm"
<br />•ihv a.. &Fp. 9 OR, CMAN-Ses, FAI, 20-176
<br />AnSSlON 1.own Orel
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPCON ANCHORS 114•.1APCON ANCHORS
<br />• 1, • aC 9 D.C.
<br />POURED CONCRETE POUM
<br />04 CONMCRIETE Kock OR CON4=ek,�
<br />REOUIRREQUIRED
<br />CQ*
<br />EXIST,
<br />PANIELMATE PLUS W/
<br />71- W04 NUT WASTER
<br />0 6 I/e O.C.
<br />EOURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL WUWM KUAI I ATM
<br />RE EL
<br />SCALE 31r-l'
<br />SEE OW I & 20 FOR ANCHNIS TlP[ a
<br />is*" "M
<br />Wm
<br />-swaaffift
<br />SPACING FORv=AFT= INTO WOOD
<br />W
<br />W Awas spesen BA)
<br />3
<br />3
<br />M
<br />FRANN: pLoam
<br />ovel" ffic4op SrAveas As MINIMUM
<br />EM DINDINCE ARE INDICKRUI Of TWO
<br />*sne Oneea, Z)
<br />31/2
<br />SCHEDULE FOR ILD LESS 71401 041OOM ON
<br />SCHEDULE REDUCE ANOM voc" Ift
<br />INATIPLOM; VACIMS so" on $am"
<br />94
<br />Mon 911, I= am"
<br />new
<br />Be THE FMLONM FACTORS. MR DO
<br />MMM TO BE PUUREDUCED
<br />-M`
<br />SWX4 01FED AINus" FACTOR SAMA HOT
<br />BE LESS THAN MINIMUM SPACW AWA70
<br />rop EACH 040M TV" ON VMS SCAUX"
<br />'ro'AD
<br />1
<br />3 t/r
<br />No. 44167
<br />%J
<br />FA W
<br />14-10Y PATIFIlMI$ PLUS W/
<br />Zlz)3/32• WORD NUT WISHER
<br />_1h0URED CONCRETE
<br />on CONCRETE BLOCK
<br />REQUIRED
<br />WALL MQj NGL INSIAIJAMM
<br />3_2ELn0K 50
<br />0 UFE SAFETY PANEL
<br />SCALE 31W-1"
<br />FLORIDA BUILDING CODE (Nigh Vateefty Hurricane Zorn
<br />.000 14"M W_
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />11
<br />DAN& ft
<br />CLOUL PROTECTION MDWM. U.C.
<br />*?/N/nn
<br />LIECO
<br />-M &W & *�
<br />WAIL M =HI
<br />(95.10M-11INI, ML (WAN-Wo
<br />0.
<br />20-176
<br />CAeWls
<br />Iftee; He�
<br />I - I ewee -
<br />slon's 0, a
<br />Pf
<br />fi=jjLNOTE& VALID E-Z NANICI BMW PANIEL SM11M
<br />1 E-Z MW STORM P44M SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P-C.0) HAS W04 VERIFIED FOR COMPLIANCE IN B, 0) MINIMUM EMBEDMENT OF TAPCON N40MS AM PANELMAYE FIDNAILE 43 At PAHEUMITE PLUS WM CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE t 1/4"
<br />AS PER SECTION 1820 OE NNE ABOVE YE
<br />OESIGN VINO LOADS 51MLL BE DIET EMBEDMENT Ot 1/4Y N 7/B• CAIJf-N ANCHORS SNAL E 15 7/8• INTO CONCRETE.
<br />FIDO A NEED BY T14E JURWICTION WHERE THESE SHLIFFM WU ISE IN AND EMBEDMENT
<br />==F=
<br />FOR A Kd-045. US94C ASCE 7-16 AND %LALL NO EXCEED THE MAXIMUM (ALS.D.) 1/4' 0-20 SS SNMMAALNKY BOLTS USED SHALL BE LONG SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INOKATED ON SHEETS 25 & 26. ENGAGE 3/4' 0110 ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMO" PER ASOE 7-16
<br />SHALL K FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM 11V 0.5 IN ORDER To 8.3) IN CASE T14AT PRECAST STONE. OR PRECAST CONCRETE PANELS 13E FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ Wi (A-S 0) DESIGN PRESSURE RA"ICS INDICATED ON 94EM 25 Al 25. ANCHORS 944U. BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE GENIko SUCH PANELS. Q*CNQlAG;E
<br />SHALL BE AS MENTIONED IN BA) AND 04 9.2).
<br />IN ORDER TO VERIFY TORT COMPONENTS AND ANCHORS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE
<br />IN ALLOWABLE STRESS FOR WOO LOADS WAS hM USED N I" ANALYSIS FASTENERS SPACjNG TO WOOD HAS KIN
<br />DETERMINED IN ACCORDANCE MTN KO.S. 2015. (C) ANCHORS SH41 BE INSIALUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECWCATOn OF THE ANCHOR'S
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE ON SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER rENESFIRATION TESTING LABORATORY. INC REPORT j 2032. AS PROTOCOLS TAS-201, I I ft TA41 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SM4"m OF THE STRUCTURE WHERE SHIFTER
<br />TAS-202 AND TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER WALL ONLY at ATTACHED To CONCRETE. KOOK
<br />2 THIS SYSTEM S EIM DESIGNED TO BE INSTALLED ON THE OUTSIDIE Or THE OPEIANG PCICESSMI; TIE FIRM THE OR WOOD FRAME BURDINGS.
<br />HA
<br />INSIDE W/O THE USE OF A LADDER OR UrT THIS APPLICATION IS VALID WHEN INSTALLATION r. NTENDM To BE PERFORMED 12� THE WALLA71ON CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COWPOMDa EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WWO/R" NTMIS" Q"x AND sm sHvrrER TRACKS Nu AROUND FULL
<br />LENGTH
<br />3. SERIES IWO INSTAUATION IS APPLICABLE TO SINCU AND DOUBLE HUNG STYLE WINDOWS WHEATINSTALLAIJON IS REOUWU to BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE III STORM PANEL WALLAT11014 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />A. SERIES 2000 015101LILATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HoRqO%1A4 SLOERS STYLE *wDM WHEN REGULATMS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />INSTkLATION IS RECURRED TO BE PERFORMED FROM THE INSM OF STRUCTURE- 14 ATRAN WINDOWS AND DOORS, WIC. E - Z HANG STORM PANEL SYSTEM- IS PRRW peen.
<br />b. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OMMISr NOTED) 15 (.) THIS PRODUCT EVALUATION DOCUMEWT (P.�.Dj PREPARED BY THIS ENGINEER IS GENERIC AND DOES OW PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; I.., WHERE THE SITE CMWXM DEVIATE FROM ?w P-E-0
<br />6. MI ALUM04UM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-414 ALLOY.
<br />04 CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-4153 GRADE 50 Min., OALVM*ZED STEEL THIS PRODUCT BASED ON "" PIL.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETALED ON
<br />OESACWTION W/Fy- 50.5 AM (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON&SIury,
<br />8 ALL SCREWS TO BE STAINLESS STEEL 304 OR SIB, W4 SERIES OR CORROSION RESISTANT COAXED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WRL BE CONSIDERED WVAUD IF MMM.
<br />50018 */ 50 kei YIELD STRENGTH AND 90 k61 TENSALE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24113.3,4
<br />(d) SITE SPECIFIC PROvECIS SIMLL BE PREPARED By 0, FLORSDA REGISTERED ENGINEER OR Necwncy rAtc. wu
<br />9. BOLTS TO BE ASTIM A-307 GALVANIZED STEEL OR AM$ 304 SERIES STAINLESS STEEL *rrK 3e kv MINNUM YIELD STRENGTH BECOME THE MRECORD (EOR.) FOR THE PROJECT AND WHO WIU. BE RESPONSIBLE FOR THE PROPER
<br />MEN �
<br />E A
<br />PECORLD ACTING AS DELEGATED ENGINIEER
<br />TO THE P.E.D. ENGINEER, SMALL
<br />10 ANCHORS TO WALL SMALL BE AS FOLLOWS" SUBMIT In THIS LATTER THE SITE � DRAWINGS FOR REVIEW
<br />(0) THIS PIED. SMALL WAR THE DATE AND ORIGINAI. SEAL AND SIGNATURE OF THE PROFESSIONAL DKINCEII OF
<br />1/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT W. BURLDEX, WC (MIN. f'3192 p.b.i.) RECORD THAT PREPARED IT
<br />1/4' 0 X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (WIN 1'.-3000 p)
<br />014-10 PAKUMTE FEMALE ID & PANCLIATE PLUS ANCHORS, AS MANUFACTURED Of CLCO CONSTRUCTION PRODUCTS III STORM PANEL MANUFACTUREWS LOU %Wk BE LOCATED ON A READILY VISIBILE LOCATION AT STORM PANEL IN
<br />(r-3= P...I) ACCORDANCE INTO SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LAIN1 SHALL BE PLACED FOR EVERY OPENING
<br />LASEUI10 TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
<br />AI) AVON" EMBEDMENT OF TAPCON ANCHORS INIO POURED CONCRETE SHALL St 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE 10 A, PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4-0 1 7/11- CALK-#N ANGMM STALL K IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY F941H MATERIAL SMALL BE PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED STALL K LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO 0"E 3/4-
<br />INTID ANCHORS.
<br />kJ) N CASE THAT PRECAST SrONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON rHE EXISTWO WALL OR
<br />Rs
<br />FLOOR ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SF41NO SUCH PANELS. ANCHORAGE SHALL
<br />It
<br />BE AS MENTINED IN AL. 1) AND IN 00).
<br />4
<br />C, W&i No. 44167
<br />1/4- 0 TAPCOM ANCHM AS MANUFACTURED 61 It IN BUILDEX. INC, -Z FLORIDA BUILDING CODE (100 Velocity Nu one Zone)
<br />'
<br />; /4'0 X 7/8' CALK-04 ANCHORS. AS MANUF#CTURED BY DIEWALT RX (C-150 psl)nrOD.111 4-10PANELMATE fEM#AX ID AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCTION 20 GAGEGALVANIZED STEEL STORM PALL FP.
<br />PRODUCTS (1'.-2071 p..J)
<br />AFAI
<br />GLOUL PROTECTIONPROTECTIONPRODUCTS LW.
<br />111LIECO
<br />m , DIRE
<br />20-176
<br />ORMOND ft-
<br />I'm 11 W Be
<br />INSTALLATION
<br />-DETAILS FOR SERIES 2000 AND 1000 E-Z
<br />PANEL (1) INTO POURED CONCRETE OR CONCRETE
<br />aDorrt
<br />Noe"
<br />HANG STORM
<br />BLOCK
<br />4j6-
<br />SKIN 03
<br />4
<br />"M411
<br />r
<br />F3.51 M _\
<br />4
<br />oc
<br />-
<br />mov. I Ai.
<br />4
<br />00M. I
<br />BMW
<br />3- A
<br />7 -
<br />5
<br />'
<br />I 1
<br />Cr NBA•
<br />� �
<br />T3 ="WSA:W�, a0
<br />1
<br />i 5 i
<br />i 1
<br />RINrJ
<br />SEE SCHEDULE
<br />ON SHUT n
<br />IN bell
<br />XE scllaIw
<br />-go IS
<br />FR uMA`
<br />lo0AN
<br />GeL
<br />I
<br />L9O3%O"
<br />IOR w
<br />An
<br />• TO CLASS
<br />aflutAP
<br />VAST 9~ to oviss.
<br />3
<br />R1
<br />Cee,
<br />ADIRD
<br />ED Do
<br />-AIL
<br />WARYNW1n/v
<br />wow.
<br />row
<br />Z&Z;aAgw,
<br />MW Iall
<br />amwJ
<br />am SHOU
<br />w
<br />ON Iew ft)
<br />.1
<br />'
<br />1010006
<br />AN
<br />WALL AND DIRECT NG INIST, ser, a)
<br />&W
<br />SIAN
<br />)HALL MOUNTING INST.
<br />T
<br />Ad 0
<br />SCALE 3/0-1-
<br />SECTM 2'
<br />SCALE 3/s." FLOW TO %M�r. JM BuILDIULM91aff
<br />J311-c"
<br />_<�) AW-L Seem 3/1-,' SCALE 3/8-l'
<br />= wqonna" WOAIDVn IOR
<br />.51 WPOR W cc w 06 or of
<br />OF Plell, OF 0 OR
<br />9T= 10"aars
<br />4
<br />A, .W. ON me OR 'ERALL'aw To, 0. aw a
<br />C
<br />0
<br />COMOM & ART TO
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />s STATE OF
<br />20 GAGE GALVAMM
<br />STEEL SIM PANEL rp
<br />DOWN, Be,
<br />DETAIL I
<br />SOME. 1/2- - I-
<br />V"
<br />la� .......
<br />N Pitocitm .w. erC
<br />111.1 E C 0... "BAL PROTECTION ML. M FRAUD
<br />IMME.
<br />111. 3331. (WH),le-am 20-176
<br />DR-0
<br />IN Cowls
<br />�lm A FES
<br />Ragm 42"1 4,41
<br />pn
<br />Veto . or n
<br />cn
<br />O
<br />CD
<br />CD_
<br />C�L
<br />C
<br />0
<br />cu
<br />(D
<br />CU
<br />0
<br />CU
<br />Cn
<br />0 =
<br />2
<br />CU
<br />0
<br />U_
<br />Mn
<br />-0
<br />Cn
<br />2
<br />0_
<br />F=
<br />.0-
<br />UCU)
<br />Cn
<br />4--1
<br />=3
<br />CU
<br />0
<br />L
<br />CL
<br />CL
<br />0
<br />C:
<br />CU
<br />L_
<br />2
<br />CL
<br />0
<br />(1)
<br />■
<br />Cl)
<br />CU
<br />M
<br />LU
<br />z
<br />z
<br />_j
<br />a -
<br />SHEET NO.
<br />SH 1.2.
<br />
|