|
A
<br />®-
<br />,- -- .ANCHORS (SEE SECTIONS ON SHEETS 17, 1& 19 A 20)------ -- -- ----
<br />II]' MAX. SAf17. 44/17. SAI 39/17, 40/17. 51111 3- MAX.
<br />1• MIN. ANSI 001I A -1 1-0 00/1% 711 18 8 8M/20
<br />b 0 0 0 0 0 6
<br />I i Ili I
<br />'
<br />I
<br />I i I II
<br />PAKl
<br />- i�01 (
<br />LIFE 9ML14 iIOY PY�L
<br />__.j�.it6nNtNir lrwa Ar t_.rid�
<br />'
<br />Y0.IuR STpp b+Ri 1''�'I
<br />'.
<br />--- t ut+
<br />�. 1
<br />Qf
<br />rX PIRL artaM se I1B 1
<br />�f
<br />i'
<br />A PANELLENGTH
<br />(SEE SCHEDULE)
<br />8-
<br />I
<br />-,: TIe6 NR R LST • RD• P/16
<br />3' SA/17, 4y1), SA//0. 3A/17, 0/17, WI 3• 11
<br />,1. MIN. "WI 7AW/19 A 6MI/2D MW/19. 761R/t9 8 MN/20 1• WIN.'
<br />--- (SEE _ __. __.-_.._.__-._.__-_ANCHIORS (SEE SECTIONS O1 SHEETS 17, 18. 19 A 20)-
<br />OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION
<br />SCALE 3/161-1- +/4' 1wY. GAP
<br />�r
<br />SAW I
<br />1 am 91 1 wac -LM ,_LIME SARI
<br />PANEL 9"'
<br />vELau=
<br />SECTION A -A
<br />SCALE 3/16••1-
<br />9 1 L i :T k kB
<br />- Bpi -�►�� :M l ■ • 1
<br />MAXIMUM A.S.O.
<br />-,: TIe6 NR R LST • RD• P/16
<br />3' SA/17, 4y1), SA//0. 3A/17, 0/17, WI 3• 11
<br />,1. MIN. "WI 7AW/19 A 6MI/2D MW/19. 761R/t9 8 MN/20 1• WIN.'
<br />--- (SEE _ __. __.-_.._.__-._.__-_ANCHIORS (SEE SECTIONS O1 SHEETS 17, 18. 19 A 20)-
<br />OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION
<br />SCALE 3/161-1- +/4' 1wY. GAP
<br />�r
<br />SAW I
<br />1 am 91 1 wac -LM ,_LIME SARI
<br />PANEL 9"'
<br />vELau=
<br />SECTION A -A
<br />SCALE 3/16••1-
<br />9 1 L i :T k kB
<br />- Bpi -�►�� :M l ■ • 1
<br />MAXIMUM A.S.O.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO CLASS
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />8'-8'
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />ITT
<br />wWED N - X :,'4 : TkOpODauNo / I� REo1AAE OUWIm
<br />t/aY TAPCY3N 0 9. O.0 __ t 7MCON 0 M O.C. _ 1/4Y TAP'CON 0 6' 0.C. _ t/4Y TAPCON 0 r O.C.
<br />1 l9//1 1/2• lil. 7tgIEADED -W/1 1/2• w. 7MEAOEO -lB/t t/2- HrtN. flwFADEO /' Wit t/2 wHN. TREADED
<br />/ PfM7RAT10N AT W000 / I- ON AT WOOD �' MEN" WAIDERI� TION AT 1Y000 MEN"/ PilETRATON AT HOOD
<br />/
<br />J J
<br />I
<br />7' ;ED` T/x' I I/p 'HEADER
<br />V '/i" 1 I/4. ' t/x' I/a. / , , 1/2' I/1•
<br />:�-__.
<br />I
<br />2- T, 2' /wn
<br />All f' Tel,
<br />/
<br />I
<br />-
<br />pt6IWC
<br />L' Wa. CLA35
<br />IA:. fIPPON"
<br />ro MAM
<br />L
<br />'M'' 9PA1AtWOH
<br />PANEL LENGTH
<br />(SEE KITE 1 I1C10A1)
<br />GN . t.R[l Ea 'M3
<br />E%ATRD
<br />WAR
<br />10 MAINY
<br />ma ■Diu"
<br />a saT 10
<br />1/4•t-2gTt•
<br />--
<br />7/eY • 3/3Y
<br />MIIG HA7T
<br />CWR 11
<br />�� rtv srAAATWt
<br />A m
<br />1. M_ PAWL LENGTH oft NRtDam"
<br />'a) 1' umc
<br />.� PAIL'COSIir.. MrARItwN � (SEE NOTE 1 BEIAW) � ►SINK LENGTH
<br />-% (sa ALOE I BELOW) GIL55 roNAAO -.. n\--- -- -�v_ (SEENOTE I BELO'A')
<br />■w 14O
<br />_r1
<br />a WOi
<br />:
<br />7/8•e , 3/32• '
<br />Ir e
<br />6. 1/4. TAPOON
<br />O.C. W/I 1/Y
<br />ARI
<br />PENEIRATION AT
<br />'MIOWRRN OF RATE •
<br />�3'
<br />Eo � I
<br />.1/4-M20.3/4-SS. M.S. W/ Was
<br />CONT. CONT. _ 7/eYd/]2' req HKIr
<br />i�•Y . 3/32- wim NU II U8Y . 3/32• WINDL- IWA4NE7t 0 12 t/2• o.C.
<br />/,
<br />I WASHER 0 12 1/2' G.C. \ '' NUT WASHER! (BEYOND) 1 4Y TAPOON 0 6. O.C.
<br />- t/4•0 TAPIOCA • r O.C. 1 4Y tAPCON • a• 0_C. W 1 1 wN. THN/OED
<br />----ust400 Am W/ srUD) -i- I + - -- AOCOED W/ 9' ) PEHETRA71dH A7 IRGA
<br />1 WE�T I//x� YN. THRFAOED - 1 W�t l/2 1m. THREADED
<br />►E WIZIq AT MOMDTH _ _ _ t PENETATON AT Moslem
<br />\ _ II'. PLATE
<br />OF RATE OF PLATE J - - x *4• WDOO RITE
<br />-_-_ _._ 2 A4' W000 PLATE _ _i�W4' 4000 RAT[ ' . EARED
<br />1111� WAIL MOUNTING 11IRSTALLAMN
<br />A���� ��p�MHH��A���WM�rR�E'Oq"U�M��E�HDy�Ht �T�R��Ea scuE SHIP-'' aU�EL
<br />O WiiEWILAD PANEL ��� P� HH SCALE 3/8--1-
<br />SCALE 3/3'-1' SCALE 3/8•-1' EPA.TiL(/T
<br />1.tDA03 NENS G� FLORIDA BUILDING COI
<br />t. INSTALLATIONS AM ONLY than FOR Bt■LOM64 AM Aso . �1 �'•
<br />UP TO .53.5. -72.0 PSF AID FWNEL'S LENGTH UP TO W-A•. 4 Dula WtG
<br />� No. * n10O. 20 GAGE cALVANrzEO
<br />2. FOR NEW WOOD FARE CONSTRUCTION, WOOD MEMBERS TO E SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />ST l B B r i► n--- - PROTECTK
<br />L. U.S. W/
<br />2 NUT
<br />II TAPCON ANCHORS
<br />0 9, O.C.
<br />POURED CONCRETE
<br />OR CONCRETE
<br />BLOCK EOUWED
<br />E A
<br />1
<br />� Iw l9NWOM A '
<br />r Aa•'•WEtA�Ew
<br />1 tur ,O
<br />1
<br />GLASS ,
<br />I
<br />I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />VC TALI ANCHORS 1/4- TAPCON ANCHORS 1f/' TAPCON ANCHORS
<br />0 S. O.C. 1' O.C. i 9' O.C.
<br />Poussw CONCRETE POURED
<br />OAR COMCAIEIE CONCRETEOR � CONC 'I
<br />BLOCK REOIARED 1 ` BLOCK REIMIIRED �-{1 BtDCN WEWIN'D J \
<br />tl/4 i --•. . Ip• �_ 1/4-
<br />ex i
<br />E.O. E0e
<br />tN. tPNMMM`A (/�1�O11/t Y. O.wR. tP - Iw OMWRu w
<br />1j RIWW AQ �+ t! W
<br />w
<br />C1A54 NfiJ
<br />T ,
<br />I t
<br />1
<br />I 1
<br />/ '{-a6 • Mf. A 'A , r w ,Hti-a.t 6�� � r' �1.!�
<br />�• w}��y / >nY • Gi 1 � Wi M/ >/R'A 1i t7i
<br />t1.WMM "°' T7WiAUF J
<br />-_-T 0 12 1/2" O.C.
<br />_ 4 TAPCON M1CM7R3
<br />-t�{ 1/2. O.C.
<br />(STAOOOIm W/ STUD)
<br />- CONCRETE
<br />OCONCRETE BLOCK
<br />REOUNA
<br />0BfE 3/8tPANEL
<br />SCALE
<br />{e'
<br />E0e
<br />6Y a 3/32' VIM NUT WASER (BEYOND)
<br />_ _44 ANCHORS
<br />ANCHO4 1/r O.C.
<br />(STAOERI D W/ STUD)
<br />_=DURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOUND
<br />SECTION 30
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8--t-
<br />NEST to • 20 FOR AN A,
<br />MOTOR TTogVA
<br />t/4•*
<br />-
<br />X*
<br />SPACINGSEE
<br />0I
<br />FOR NSTIL1010H6 two0 MOODOG
<br />r Ar7NAR ■PACWw Do
<br />ME anam
<br />M
<br />NNWI■RM AMTA40IOR SP/pIOS MO HwaleA
<br />6E DGMAKS Art I DCAM 01 TIE
<br />•Awrmtn OMw"4 hL7
<br />3
<br />e0Rb1AE FOR ED Lf16 THAN INDICATED ON
<br />SOMU EDUCE AKNOR SPACING BY
<br />MATBLYm 1NACRD imm ON SCHEDULE
<br />W rr3
<br />3
<br />Nth O III NNWWp
<br />COO
<br />BY THE FOLDNINO FACNM FOR THIS
<br />oPENOON TO E POSSIBLE IRW6ED
<br />-- --
<br />-
<br />_.. Tm
<br />IAOOM OBTARIm LAND FACTOR SHALL MDT
<br />E Un INAN w Room $teaTm
<br />FOR EM4 ANCHOR TYPE ON INS SCHEDULE
<br />3 fin•
<br />-_..._ _.
<br />J Tn
<br />7777 / 6
<br />E.D.• / ED.e
<br />1/2't- - t 4Y-2p 7/MSS. 4S W/
<br />r _ _T/6'h3/3Y YANG
<br />1 _ _.. __--E'--_.-.--J
<br />:/1 _ i 1HALM-20,3�/'S5. 4S W/
<br />�7/8Y+3/32
<br />NET MASHER
<br />., 0 12 I/2. O.C.
<br />(- WRID MIT WASHER
<br />- / (BEYOND)
<br />4 TAPCON ANCHORS
<br />�'� 1/4' TAPCON
<br />-.-�1 4 ,/2• D.C.
<br />...-
<br />0 4 1/2' D.C.
<br />--POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL
<br />-ROURED CONCRETE
<br />_.-_OR CONCRETE BLOCK
<br />REOUIRED
<br />MOUNTINQ IMALLATM
<br />SECTION 1A
<br />O REGULAR PANEL �LIPI
<br />SCALE 3/81.1-
<br />,
<br />SCALE 3/8--1-
<br />FLORIDA BUILDING
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />L
<br />ill
<br />'I
<br />t/4'e TAPCON O 6' O.C. I 1 4Y TAPCON • 6' O.C.
<br />P TON AT W000 I,. _ AT r100D
<br />HEADER / HEADER
<br />WOOD HEADER WOOD H EAER _ 2
<br />- Mn.
<br />REOUIEO "Quart,
<br />5
<br />I�J
<br />Hv
<br />tit
<br />ro AA64
<br />' : EXISTUNG ON MEET 10) 1 '
<br />Maw %v%AA`OM l• M_
<br />i Yoa.
<br />cm $01"CO■E PANEL LENGTH PANEL LENGTH
<br />SEE NOTE 1
<br />D(IS'Tt1G ON sew Is) ( BELOW) 1/4'0-20a1',1 � (SEE NOTE t BELOW)
<br />CLASS I SS. M.S. W/
<br />l- 7/8Y 3/32'
<br />-- WING NU
<br />_
<br />' - -
<br />EO
<br />1(
<br />2-t4• WOOD PATE . A • 3/32 WING NUR 2',4' MOOD-f1!tTE '._7/8-0 . 3/32- WING NUT
<br />WASHER 0 6 1/4. O.C. ,EOLOM •..1._ WAISHNER • (BEY014D)
<br />014-I0 PANELYATE _ III 114-10 P44ELAMTE PLUS
<br />w//5 7 8 0 6 1/4. O.C. W//1 7/BA -- -
<br />THREADED PEMEIRAl10N
<br />MIN. YIN. 7/READED PDETM710N
<br />AT wONDTH OF PATE_ AT MIOWOTI OF PLATE
<br />�AmtN.INANN WALL MOUNTING INSTAIIATION
<br />f REp: Tl j
<br />`�P O UT SAFETY PANEL
<br />`sy
<br />SCALE 3/6.1- 3P�- �CEN ' :9 souE 3/8'-1- FLORIDA BUILDING CODE (High Velocity Nurrlcome Zone
<br />I 44167
<br />No nlua W 20 GAGE GALVANIZED STEEL STORM PANEL � o
<br />INSTALLATIONS ARE Aar AWD FOR Bi ID H165 WITH As D. DESIGN LD.A06j
<br />LIP TO .56.5. -72.0 PSF AND PANR'S LENGTH UP TO W-6•. * . _s=
<br />s ATEGLOM PROTECTKNI PRODUCTS, Y.Y.
<br />- A••• cs,.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 1MC.
<br />ORm.- ut MOP iW S, STIEDF•'•
<br />PINE NO. 2. W/ SPECIFIC DENSITYOF 0.55 OR EOWLiDUAL R &w"
<br />A.tO�m=.w,�w PHUE: M-)w-73W FAR: W.)91"M 20-176
<br />•••E $eqm
<br />,w'EH'+A
<br />w. �HR: rH D4YWw w:
<br />AAAHARRY N
<br />cA-mae7w Ntwr r wmn as
<br />NOSfAL/'ARATAE/OITE WLM7FA A IIJR m., P.E
<br />441
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />14• TAPCON ANCHORS L4' TAPCON ANCHORS
<br />• 9- D.C. - - • 9. O.C.
<br />POURED CONCRETE
<br />RED
<br />OR CONCRETEOR CONCAE7E BLOCN':
<br />REOLNRED 11 EOIAND - ,. J.
<br />r l
<br />ECe
<br />I
<br />I e0a1tl010.: A
<br />I wAw
<br />r tte•aWiWa.
<br />e
<br />1 can w
<br />1
<br />�
<br />I
<br />I I 3
<br />1
<br />1
<br />i
<br />1
<br />r
<br />1
<br />i
<br />EDe
<br />•
<br />II1F10Y PANEUMATE PLUS W/
<br />0 . 3/32- WING NUT WASHER
<br />0 8 1/4. O.C.
<br />-eimusita CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />SE{N SA
<br />O REGULAR PANEL
<br />SCALE 3/6--1-
<br />EE 10 A AI HYPE !
<br />AIOIOR TOUR
<br />t/ae
<br />rig
<br />OND U T4 TO W
<br />SPWIC•IG FOR tNSOALAl1p13 ROO WOODMEWL
<br />W eRw Orww O,JMINYW
<br />ff.i
<br />Ff*M MACHO
<br />NICMOR 9WCN04 eD THIS
<br />GtiO11OE AE tosAdm ON THOU
<br />Cwrt W3
<br />4rWwra401[O,■L
<br />$COOKag F'OR [A tffi THOU gO1H3FD w
<br />20EWAE EDUCE A404M SPACING 9r
<br />MATK"C SPACING Do" ON 9CNIORAE
<br />wIW4 O,w,w won tL.i3
<br />to
<br />ADM iL 011
<br />1111313111
<br />or THE FOLLOWAO rvfoRL I" THIS
<br />OPOwt 70 E MNSIAE ROOUCm
<br />SPACING ORAL® LAAO FACMN SHALL NOT
<br />E LESS THAN HwOAA SPACING "DICAED
<br />FOR EACH ANCHOR TYPE OM THE SOEDUE
<br />------- ---
<br />r
<br />--) --
<br />- tm _
<br />3 6•
<br />�/A1/�4-10Y PANF3MATE PLUS w/
<br />3/32• WING NUT MASHER
<br />(BEYOND)
<br />_POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REWIRED
<br />WALL MOUNTING INSTALLATION
<br />O LIFE�PANEL
<br />SCALE 3/6•.1-
<br />Nurricame
<br />GENERAL NOTES, VALID E-2 HAM STCHIS1 PANEL SY9IM
<br />t. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE IO A PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING. CODE. BLOCK SHALL E 1 1/4-.
<br />DESIGN WIND LOADS SHALL E DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. III MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CAX-IN ANCHORS SHALL E IS 7/8- INTO CONCRETE.
<br />FOR A WINO SPEED AS REOURM BY THE JURISDICTION WHERE THESE SHUTTERS WILL E INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL E PERMITTED.
<br />FOR A DIRECTIONALM FACTOR Kd.0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAOIJU4 (AS.D-) 1/4- 0-20 SS S10E111ALK BOLTS USED SHALL BE LONG ENOUGH(SNWLO ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS MIGRATED ON SHEETS 25 A 26, ENGAGE 3/4- INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DMING WALL.
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE PAT*= MGCATED ON SHEETS 25 A 26. ANCHORS SWELL BE LONG ENOUGH TO REACH THE MOWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />5KAL BE AS MENTIONED IN SA) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT C ANDWAS ME ON THIS P.E.D. TESTED SPAT OVER STRESSED, A INCREASE
<br />L AND LOADS EN
<br />IN ALLOWABLE STRESS FOR WIND LORDS WAS LDL USED IN THEIR ANALYSIS. FASTENERS SPACING t0 WOW HAS BEEN
<br />USE SI ERR
<br />DETERMINED N ACCORDANCE WI N.D.S. 2DI5. (C) ANCHORSSHALL
<br />SHALL BE INSTALED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AN04OR'S
<br />TURER
<br />STORM PANEL'S ADEOIYICY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 162E OF
<br />THE ABOVE MENTIONED CODE AS PER FE IESTRATKIN TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, I t IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS BE THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL L ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO E NlSTAIlED ON THE OURIOE BE THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADOER OR LIT. THIS APPLICATION S VALID WHEN WSTALLATXKN IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENCnI.
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WRNOGYS WHEN INSTAlUT10N IS REOl/RED TO BE
<br />PERFORMED FROM THE ASIDE Of STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200E INSTALLATION IS APPLICABLEi0 SINGLE AND 00l%LE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />INSTALLATION IS REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS MID DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS POW poem
<br />5. ALL ALUMINUM EMRLKIOFb TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC MID DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-E-0
<br />6, AL ALUMINUM SHEET METAL USED AT CLOSURES SWILL HAVE 3105-H14 ALLOY.
<br />(e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIE SAFETY CA
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUAL" SIFEL, ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 56.5 bl (AFTER ROVED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESpONS A17y,
<br />6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WELLBE CONSIDERED INVALID IF MODIFIED.
<br />5001a W/ 50 NAi YIELD STRENGTH AND 90 ITN TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BURDW CODE SECTION 2411.3.3.4.
<br />(d) SITE $EITHER PROJECTS SHALL E PREPARED m' A ENGINEER ARCHITECT WHICH WILL
<br />ENGINEER
<br />9. BOLTS TO E ASTY A-307 GALVANIZED STEEL, OR N51 304 SERIES STARLESS STEEL WITH SB ke) MINIMUM YIELD STRENGTH. BECOME THE ENOIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL E RESPONSIBLE FOR THE PROPS
<br />PROJECT
<br />T AND WHO ES
<br />USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGNEER, BALL
<br />10. ANCHORS TO WALL SHILL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DP"NGS FOR REVIEW.
<br />(A) TO EIDSTNG POURED COFIORETE:
<br />(e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE Or THE PROFESSIONAL ENGINEER Or
<br />BLA - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. LDEX, TLC. (MIN, re-3192 "A.) RECORD THAT PREPARED IT
<br />- 1/4- e X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DE,IALT INC. (MIN. rc-3000 P.W.I.) 16. STORM PARR MANUFACTURER'S LAIR SHALL E LOCATED ON A READILY VbIBLE LOCATION AT STORM PANEL IN
<br />- �14-10 PANEI.AATE FEMALE IDA PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERT' OPENING-
<br />(fc-3]SO v.•.I.)
<br />LABELING TO COMPLY WITH SECTION 1709-9.2 OF THE FLORIDA BUXI CODE.
<br />Al) L: AKM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE ID A PANELMATE PLUS.
<br />A2) MNMUM EMSEOMENT OF 1/4-I X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8• INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FLASH MATERIAL SMALL BE PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOVOH(SHHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />ER "A Tjlc,
<br />ANE, 3) IN CASE THAT PRECAST STOWPRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR i�
<br />FLOOR. ANCHORS SHBE LONG ENOUGH 'to 0 REACH THE MIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL•4�CEN
<br />BE AS MENTINED IN At) AND IN A2).
<br />NO.44167
<br />(8) TO EXISTING CONCRETE Ac A: T * :
<br />rrk - 1/I' I TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLALDEK, INC. FLORIDA BUILDING CODE 10 h VelocityHuon• Zone
<br />AS MANUFACTURED BY DEWALT INC.-FP.
<br />- /54-10 HO C. (r1500 P.A.I.) 0:, ty em nTEGp. INC. 20 GAGE GA(.VAIIRED STEEL STOAT PANEL
<br />- 1/4- e X 7/8' CALK -IN ANCHORS EL
<br />PANELMATE FEMALE ID AND PANMATE PLUS ANCHORS. AS MANUFACTURED BY RCO CONSTRUCTION 1 • -`
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3 /24 tAE NSW x OWN) INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-1") V/24 4'/24 4 •/ °A "/0 ®m (SEE MM 2 ■RAW) 3' M.. 2'/24 1•/24 4 s "1*T►� CODE I Off 3 6IID.) PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />rt� : - (ARE SCHCDM w SHEET Be)
<br />_..... .. _.. -._- .._ (TOTAL WDTH}--------__. __ __ ._._....._---2.230• 2.591•- Q•• SPen t4a•AO1MS® �'I• oow a3®IANLA3 SRNs
<br />:b S FOR commm ANODE: SEE I• MITI
<br />MA
<br />�- -- ----- ----- t2.300' (EFFECTIVE WIDTH) .__.. -._... - - -_- - } i 2.250-� fJN)' a - atWOt a '°1
<br />' - -- -----e 1/4'------^ -- ) .. � --- u sEcloHa w sHNRT a. OdET � �TU I
<br />a °A� 4 " ta,• Ars ���� _ �\ 4 �1----[a. �
<br />WDeou[ r , L _
<br />r...-.t.36D•-•--t.s;7o'---1.350 - ^.,Soo �} � �� f 1 iA ato ar �
<br />.075, 2.500' .075'
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<br />IV
<br />I hA1 E44EQ_ - 1.2u• Tl'P• _ IV, - l�. Ll �n t• .-,-.-r-.--CrrrT -r r- -T- 60 z 1• ---'-- -- W �` - w0 rI. at- Mrtd . • I�WNRo�qaR:;
<br />D.OJ6' w11. THICK N ].500• 2.500' V.k oo P
<br />fXYM1■Zm SUER EOE R,iS Itz
<br />2.2441 I�(H>D PM16) (tlTOIOR RAIL) (NIOYDN FARM (NIONDR M1EU -(pq PNEL) (END PAEy (INLF IRE (MTERIOR PANkl) 'El PMNEL)�� -- -..-_ NJwWw,l 4 �.� L _
<br />2,000' .2�i• I � TYP. ASHY M653 \ 7-' /' . �. M01E Z 3. 4 AWPT � - �; I I __1 OP I 7 C.t •-j, ------
<br />DIME s0_40o MwRwM LETAL A ' SEt gIE 2. a . EWN AE IM3'.iW a 2 ; i ,
<br />L`,L.�TML A••.� 46s �R 1�3. R2 ' )- _L 1 I t i I 1 I I 114
<br />1 s iI I 1 I f L ( i `-'� i J--. I : . . . II NI.330 I.-� i r. Viiv3b0•. L 1- by 2.470---1 �� _• I I 4D xs&41QE1t1
<br />L �2Ti0 ''. IUNE/14.5s. W/ / A I $-✓• iM/ T1CC
<br />QSTO2 q0 -_ -WNo R 7 P< I 1i5 1tii I y1..._� ull-
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<br />O2 REVERSED th" TRACK O REVERSED `V TRACK N '
<br />1
<br />PANEL'S END LIP I t w m a , w uT•DU3m 1 a SEE wEnuE i V.TH-aw.• �•
<br />L,Y-.,• SEE NOTE 4 OELOR. ' • • NOTE 3. PNKIAM.TE (TYD.> I �• D t aY- 4• SEE SOEDIAF i tll e7ER m 1 /
<br />a IFI, � I � I b
<br />INPARLI
<br />p�q (AL TOGA ii!-- 1 '.-xa3 .- 1`
<br />N/ HtEMMED EDGE `.. L CLIP
<br />»7OU-..25p• t' IF.n.' AF AO110N4 ON iHR> xs t• �^ dMETIOROUPANF1�Sn �� IY ; '.1�' - AT fl�D PAILS) 1 m OAu i � p i ro OAa ; IF'ypt ••E'EpAREION I , �� TO � I O�a'1 aWiw �y
<br />SOEpAF ON WRIT 2O HOH TROD Sub': 1 I 1 T E Q
<br />OR N/ dl W/ 16' s I I I I _ _
<br />_ f 2 ttD>[ ] z �P4H
<br />IAAf PARR O TO E RSTAl1JS AT EACH OI:OMM N I I II9I OIWAATIE I _, -_._ -_
<br />M tau• T .613• - I' © ® �. ® • Cn
<br />LAST PARR ro E ►HsrAlro AT EACH ara+Nc 9WL wArs E PIk7Wom w/ I I
<br />to.oe MICALELEVATION FOROPENING ALWAYS E 1APOV= wlELEVATION N RfrR wNou TO FAauTATE NsruunorN 1 _TYPICAL
<br />h ; _ FROM
<br />E-2 HANG STORM PANEL SYSTEM REAR 1INSIDE ANDLE TO A� _RUCTURE RNA or sr7OwcTEURA1ED
<br />125• F NRJDm TO E INSTALLED Fk01t 8g PJ
<br />0.230' • soma ww - 1'
<br />I' � 3.750' (____ I D V
<br />1- - 9 t/4' it.. W T/.' rw. w -ArI/4' Ir. w , N ER{ , �`'�A1J•,�yy/yr' R I �� w 1 3 �+. '$f %
<br />i- 1/4• wa GAw-7- I I91 r' r' I I ,tNR i ,Y Mc , J ■¢ N I i '• )'
<br />ISOMETRIC VIEW DETAIL A 2o0D 2.a00'
<br />_ --_ __ I / .' / ; l " 1„/ 'z• / - N H r� 1 t
<br />ROUNDED CORNER 0 ENDS OF PAWLS ----1 ® 0 ® t r( POUND
<br />1 aR e/ a Wro 6 . AN I}i / % " 6 cw. 1 • L '� i !L V
<br />END LIP w/ ME1111ED EDGE t25 7S0' ... T t-_ _ 1 12j• SECTION A -A (AIOIwTE LOCA710K W I.�,�. cornRll ,
<br />w _ SECTION 8-B M DD a
<br />(N.T.S) L---..�.-J -, NOTESso" t• �- TRAC(s AT TOP /A PANELMATE PLUS 0R 15' tAeNN oolrxrt __` ;_, .•.EACH. Wi S'w /� I✓, N' 3 WDot _
<br />Yxi - NPZIT ■ A Oaw
<br />L_ _ � (� (1) DEFINITION OF SERFS t000: E Z MUSING STORM PARR SYSTEM CONSISTING OF PARR ♦ I / ' . \// / %' / .j// /i/, a f -T
<br />2.000'- YP•) . S- M4, -_.. _.-' lJ^' BOTTOM W/ PANELWTES T ��n L I `,-{o•-r+,-f¢-, �j•r-JaV•' Ns DRCE,E tiww NAr aR
<br />4 •1" TRACK SNE� E$ 6 2"xS" axa ARM. ANGLE QAA
<br />(T)• aE7tuR10N OF SERIES 2DOD: E - 1 IRK STORM PANEL. SYSTEM CONSISTING OF PANEL + AIR Alm 0.
<br />O O O Cont. TRACKS TOP !BOTTOM. A,tetE� / Apl[ t t�1a.]/.• FD b y % O� m■( or OQ WNEOME / w y=' t100PT
<br />(2). END PANELS SHALL ALWAYS E CONIECTED TO 50.1 DUAL NT YFANS d LI /
<br />(2). PANELS SHALL AL1YAY5 E CONNECTED 70 BOTTOM TRACK QTHEIWISE A STOP BAR PAIEULATES OR, FUSED J�MLY W IS- LO1C TRACK A7 BOTTOM, ETD PANELS
<br />6061'T6 ALLOY SFIALL E PROVIDED AT TOP OF SUCH PANELS. SHALL E CONNECTED 70
<br />0. C2) in i 4Y-20A3/4 S (E/ 7/? / (to 1rAmaE _O 7- 3 .`tea _ R wM
<br />125- (3). F END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OfWNG Put ORf W 1 4'•-20,.3 YM. INTO TAPPED 2 (E(CEFf I ee+RlW WALL a w a R¢T al 6
<br />-j (- 1/4-0-20.3/4• M.S. w/ 7//6 t 3 32' WNG NUT OR 1/4-w3/a wn. THDMascREW (3) WALL MOUNTING INST, WALL AND DIRECT MOUNTING iNST. a Tar aT o. ■ BB>_
<br />INTO TAPPED BOTTOM 1RMk. LOC�TON OF FASTENERS HMV 6E AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ME USE JO/RLY W/ 15 LORD (p AT
<br />EXTERIOR FLAT FLANGES tx END PANEL ApTTo4 eur END PANELS ARE NOT CO"EcrcO To eorta4 TRAac 2 . STOP BAR SECTION1 0 SALE 3 t• FLOOR TO CEILING MICKWTiNG INST. BUILD -OUT MOUNTING INST.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR l6J SN4L E PROVIDED AT TOP OF SLAW PANELS. SCALE S/B-,' 8 SECiLGN 3r SECTION 4
<br />IS ONLY USED AT TOP AT IFAST iW0 PANELS SHALL E COMIECTE'0 TO BOTf04 TRACK (a). FOR INSTALLATIONS WHEN END PANELS AND SOME WASH R PANELS ARE DOOC�IY ((22MMfDJ/ii Nt�trn
<br />f _ ISING SPECS 1NDKA O/ NOTE o ABOVE. N SUCH CASE CONNECTER Of PANELS MOUNTED TO EXISTNG SILLTM MEANS E PANEUAIES, OIE INTERIOR PME7. i/El 16 0 1E g03ngT0N4 Io AEOTNEIIDRS ro■ SCME 3/B-1' SCALE 3/8-1-
<br />111 MAY E USED .IOINTLY W/ TRACK (2) ACT A7TACftlNG 60T1p4 11ACk TO MALL h UE[ Q WWt OD A HOP A y N4nINNNr L
<br />�C )� TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION. IN TWO PANE(NATES FOLLOMNO SP2CKIG SHOWN ON ELEI ITN T W� 3 1/Y U1 mrCaWle'n>OtL to TI"utsN(p27L oR ate
<br />�v : A•.T'(/ (5). SEE SECTION 1'. 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. 181,. EDGE DBTANCE. i'OHI TNb IMERK)R PANEL USED Y w/ 0(SES 4 Y E OF °"w 4 DF AT IBrrotN. WEm oN ,mD a 9600 �aa�,•(E�
<br />LN NNFgA CASL SITYl �• ••,,..... ✓ LLJ
<br />h WtIHNN/ NOT NEED TO BE CONNECTm TO (1) BY ANY MEANS. TRACT( 2� NSrALLEO NIrAUA7NN I>PM oN Wlnr a. a �CSF''•.�
<br />ri 750, .055' (T>W) •�1.: •'' E j✓ THE y
<br />vC N 8 •.,� Ep N. TitL/TN TEMt OVERLAPS ADJACENT
<br />BYB ffi. LEFT A R OM sroE of Pala) HAVE 8 I?xLfs ,d Ho11E m. H�HNo D. d..r = No. 44167 5 Q
<br />N0.441 7 3:' JGEN$ •.7 FLORIDABUILDING BODE h VNoel NurrleorM Zone
<br />__-1L L. # 7 FLORIDA BUILDING CODE h Y•beN )"Nu no Zone) L-.-- -- Q 7w . pnoN NaANrNos CAN 9E s : FLORIOA BUILDING CAE h YNoel Hurricane Zon•
<br />1--,750' T t>JOlO RT6q INC.rP. o2OGo n1EO0. WtC PP. ale ANY wN TD SUIT ANr _ = e16Ao 1XIELO, We PP.
<br />g+y ATE OF 20 CAGE GAIVANiZEO STEEL STORM PANEL No. 4 167 20 CNWE GALVANIZED STEEL STORM PANEL _ STa
<br />�3- MOIt.�•�H sj]'.,• 0R1 Q DIINPt IY: = * T- DRW eY: EA. LDR DTNKC-c1�''• - '4(.
<br />33 7t• _ � " y GALVANIZED STEEL STORM PANEL �, a.,
<br />7E OF , Ni. 20 GAGE
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<br />11• LONG "A•1 IIIIINN A OIANAIHY DALE H1_ J31t. �0�.' , Lo 0 • WAR. K =14 A ••/u • D,ME A. SyT4
<br />I/ • Iw W. v HOUR >W WTI vft. R Is+w wow (A6.)tlr-7sa, rAx: 196.M6r-RAT 20-176 �' (5 ! aw W. r s WSPPI n aNw PHOI (■44�-7w, rAX, (w4)BN-SM7 20-176 L - AN, - M A R anw PHONE: (SMHr-T6q ne, (•A1B9-mT 20-176 Q
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