|
3' . - -- - U/17. Asi ANCHORS
<br />%� sE s ON vEErs 17' 18' ' �TMWiLIWT +gi�wr/90 - �- M. INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />I Mod(� (♦' INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TJ'l• TAPCON ANCHORS •L4• TAPOON ANCHORS _ 1/4• TAPCON ANCHORS 1,4• TAPOON N4pWR9
<br />• B' O.C. O 9. O.C. - e r O.0 -i 9' cc
<br />OR CONCRETE OR WNCWETE OR CONCIE7£ CONCRETE:POURED 'ETE
<br />I j O eT.DCK REQUIRED 1 BLOCK REQUIRED 1 ` BLOdt 11EOUIRED 1 BLOCK REQUIRED 't ,.
<br />POURED lX1NCRF1E- POURED CONDRLT£
<br />t
<br />.'ARE_.-... _.
<br />E.D.• EDe roe
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<br />AT , W4a IV
<br />1 e a Iq i Nm to W R tR
<br />I/•Tr-2hr Sr.
<br />S. Ms A YAK.
<br />y(- r.ING Nnnv 2nY` -{- "'�'� ,'- PANEL LE'DULE
<br />( o"A"oeA". WAWA AT f I (SEE SCHEDULE) �t p E] 6'Vly i rKs
<br />CLASS EKISDRO�j
<br />GlUSS � CLASS
<br />8'
<br />'_'-_«____-'__. _.-.. .. ____. ._..._ :.i ._..,i)iIi)r6iH ZIT"_ -� _. __. _.._..-_ ...__ .-..; 6' I .. ►is4'_ __ - r r tsS- rAs.war OWN NUT
<br />D Y IISOma • vE sArEw .. lri 1 1 ; 9Tev "- f -. J i D� PAM IN
<br />s
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<br />NWel sOTIOY IXMJIi
<br />3 MAX W». W17. •R/-9LIW..A+ •ec Fur A tsr W AaH PAW, 3V+7. 4B/17, 9/i; 3- MAX,-
<br />1• MN. MW/1L 7Aw/19 t OW/20 EXTERIORBIR/iB, 7Bw/n B ■R/20 I• MIN.. , ,. _ r 6.
<br />ANCHORS (SEE SECTIONS ON SHEETS 47, 18. 19 k 20) --_ __. -. - A • >: • ::.r'- <. :} �' -''�� S-V
<br />EDe 31 EON CD
<br />'Qj
<br />OPTION #2 FOR LIFE SAFETY STORM PANELa ELEVATION II ED' ED
<br />SCALE 3/16'-1- I/O Nut. IMP 4_
<br />1H)TY IPc SALTY �:J°R® -- - - _�4%miso NLrt Wwomm - %1s�wYire NUT wA/s,[R
<br />- Be, 01100 _, �Iot WAM+7
<br />TE
<br />.._ ��,.:` ; . z -„-i--e�.�---- , /may,, �/, 3 32• - \4 _ _ R 12 1/2' 0L. j aErOND>
<br />11?.1- .�v:. ,._-. -ePnl- T� R ANCHORS
<br />1/1° O.C,
<br />i T100011 ANUT NCHORS R6I�D APCON ANGIDIK _
<br />1 4• T
<br />ra__-a sS<_,-.--.-.i ( 4 1!Y O.c ----�4 T/2. D.C. __'.�4 1/2' 0.c. 1 4• TAPCON
<br />(SIAOWIEO W/ STM) (STAGGERED W/ STUD) e 4 1/2' O.0
<br />v POURED CONCRETE BLOCK
<br />_ POURED BETE BLOCK _ POURED CONCRETE D CONCRETE BLOCK ROn EDUCONCDREfE BLOCK OR COED BLOCK _ CONCRETE BLOCK
<br />REQUIRED RIALARED
<br />SECTION A -A ING KSTAIIATiON WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTINGLEST LLATKLN
<br />SCALE 3/19--1• SECTM 3A SECTKNi v SECTION AIM SECTION 48
<br />MAXIMUM A.S.D. DESIGN PRES�(JRE RATING (p s_t,) AND ��� a i "', O [tEGuutt PANEL O LIFE SAFER' PANEL O REGULAR PANEL • LmE SAFETY PANEL
<br />l scJW£ 3f6'-+' sExE 3!B'.,' SCALE 3/8'-+' SCALE 3/8•.t•
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =t 3''uCEN' SEE e,eET H . „FOR ANCHORS HYPE A MR/10Q T•2 %• • , AAAAM,,,Iu/NN.yN
<br />= No. 44167 = sRwlSPACING `9'sms °u mares PD° B°°° r rwRR wrsr Py 1 ' 1
<br />s # * •: * Irrw ANCHOR SPACING& AND te.Nw 3�,��\.��'n• TILT,/�
<br />COME '" me ED LISS THA ON TAT •mrMNPo On.r W.,I �) 3 �T`3.` r JGEN, ` •' '•� TLs FLORIDA BUILDING CODE N(h Velocity Nurr
<br />FLORIDA BUILDMG CODE NI h Velocity HIM cam Zonw CO E�W = ARE foss INN N THIN ON uNal
<br />MAXIMUM A.S.D. Max. PANEL LENGTH e9Gx/ nTeT>o, INe. SCHEDULE Rmuet AND" SAM= IN
<br />DESIGN PRESSURE L H. MINIMUM SEPARATION PANEL I s D,e'•.!`[OR101`,. y.'v 20 GAGE GALVANIZED STEEL STOW( PANEL To Mumma SPACPC 9MG" ON SO4OLU AM& Ita on ■Mw0 gum _ : NO• 41 * ,m" wMaL Nc ?a DA(X GALVANIZED STEEL STORY PANEL
<br />RATING ( ) TO GLASS CONfMION \ a11w BY 6Y NNE FOILOneNU FACTOg6. FOR iH,B �LE
<br />- g _ (p.s.f.) (SEE SECTIONS) mPON&L REDUCED
<br />/A9/am am�mom� kow FACTORR wou, NDr 3*: 7L C -
<br />- / `y GLOBAL PROTECTION PRODUCTS. LLC. am BE UM TtAN MINIMUM fPACso ININAM - �=0., S p10 I�1wc. PROT�CTsON PRODUCTS.TLC.
<br />+55.0, -72.0 B'-B' 2 3/4- UNBOLTED - ' ..NT• �' roe EACH *OCR TME oN TNN SCHMIAE �I,rW.r N.L ,ALMA ,sr9sW n n,r HYAxHL DY.)PY-7$W FAI : (a4)N&4FM] 20-1 76 'liry (c'^ • C a r a>\ rr Aoa n B,r n,RAL: fwl9r-]¢19. rAtl C9&•M9-sib]
<br />RNt m-,w ... , PMD en-,Mn AA - H1w M II1NLea N- h..•)S! N A` G. PrN N,-,er 4 r aN) P,-,w ORAL. n 33i,1
<br />BTAL/9ON11R/GTE G-090O,9-••�NN1I G-OODB719 NA�s ra
<br />PL WWIEII A TUB N.. Pt Y W_,Y NI NIN4A-� RALjyIM1111E)p,IT[ YMNCR A 11LL17 Jr.. PL
<br />Fang,U. fYQI N A 1s .1.7
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />WOOD HEADERII /IDADEn WOW HIADDI
<br />W - - I� - 6F0,4R'C - AEGARN
<br />+ 4v TAw:aN • r (C. 1 1 4'e IMCOM e r O.C.4--T-4,4111
<br />V/41'P TAPCON a B• O.C.
<br />iNREADEO �1/1 1/Y As1N. THREADED ,. -�I/1 t/2' ANT. THREADED _ ..
<br />TION At '/DOD �I
<br />HEADER -f.
<br />12•
<br />. i
<br />PEWMI
<br />HEADER
<br />1
<br />ION AT WDLD
<br />W
<br />� I^
<br />.,� 5AD
<br />CLASS TOP
<br />MID. GLASS -t-
<br />PANEL LENGTH I D�iI Wa iO
<br />i (SEE NOTE t BE1DN') I!
<br />1' Ms..
<br />PANEL LENGTH
<br />(SEE N01E I BELOW)
<br />3.5 M.S. W/
<br />� L
<br />' wNKJ NUT
<br />1
<br />t
<br />PENETRATION AT MOOD
<br />HEADER
<br />Hl'®
<br />WOW
<br />OUIRiD�
<br />_ 1/41 TAPCON a B' O.C.
<br />I'm
<br />11IIRADED
<br />�STM7ON AT WOOD
<br />CENT._.._„„_)
<br />)
<br />DSTWC IK YMFV9oI
<br />1' MeN. • t9 t c
<br />PANEL LENGTH ON �
<br />(SEE Nan 1 BELOW)
<br />1' M",.
<br />PANEL LENGTH
<br />tSEE NOTE I BELOW)
<br />WIND
<br />I
<br />M (}�� MOWIOn OF MATE'
<br />7.
<br />r 1 ,
<br />1/4Y-2tT.3�4s.S. Y.S. W/
<br />",a O NUT
<br />WASHER (BEYOND)
<br />ED EQ.
<br />1
<br />. - 1/4•h7p3�4.6.5. us. WJ �.
<br />I' - CONt ! - 1 -• '71111'e.3/Tt IeNIG NUT L
<br />7/6"... 3/32 *NG NUT ' ]je'A . 3/32' WING WASHER a 12 1/2. O.0
<br />MASHER a 12 1/2' 04. j NUT wamm (BEYOND) _ ( :
<br />1.4. TAPCON e r O.C. 1 4h TAPOD: a B• .C. _ 1/r9 TMCON e r Q.C.
<br />:, --(STACOERm M/ STUD)OM 1 1 TION Al IADWbM . -- (4rArJaWm w/ sru0) woPLATE 4 aIwED00 "LA
<br />THREADED W// 1/2 MIN. iHEADW Of PLATE
<br />_- -- . PCNFTRATION AT "OWOM Pt981R.ATDN AT Yw�I0T1I •
<br />OF PLATE _. OF PLATE - 1E
<br />PLATE _ _ _ _ .META' WOOD PLATE
<br />R[WALL IWOUNTM STA RE6uIE0 "TION WALL ATM ������w s����� �������
<br />XTEpyTEIFE wA SCALE 3/r-I' 0����P�i�
<br />a�i-{-OII•J•TO�Y-6.iA+• 0 LWE SArM PANEL Lu SCALE 316•.1'
<br />SCALE 3/5--1' SCALE 3/8-•,'
<br />P
<br />:tEN:,
<br />INSTALUNe T10ARE ONLY VALID MR BUILORFes INCH ALSO, DES" LEADS .• J FLORIDA BUILDING COOS
<br />W TO .55A -720 PSr AND PAELs UNGTH LIP 10 5'-r. %O�•A4 1 • C, its ww9 KI4a. s+C 20 GALE GALVANIZED2. FOR M E* Now FAME CONI5IWN.icno WOOD Muslim To BE SOUTHERN �.. /-- -
<br />PIE NO. 2, W/ SPECIFt DENSITY Or 0.55 OR EQUAL z �•. SS V��iy'�;T= - --� B/ B ! w A GLOBAL PROTECTWI
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />(SCALE 1/2-1'
<br />STORM PANELS
<br />I5.196• (TOTAL WIDTH) - __
<br />_ _
<br />- - 2250^�j
<br />- 12.500• (EFFECTIVE WDTH) ..
<br />E -'-- I -- -'1
<br />_.._
<br />--13D0' -
<br />1
<br />--350,
<br />i II
<br />2,/57'
<br />EDGEE--
<br />2244'
<br />3.300' S
<br />2,-,
<br />2.000' ,2 l•
<br />i
<br />GALVANIZED STEEL
<br />, 7yp. A9rw A-663
<br />Be
<br />r
<br />DETAIL
<br />�R 1'L
<br />4
<br />2.2N-
<br />_HIEMYED GRADE wewMM
<br />IOU C 69 QMY
<br />Nd
<br />NSJ
<br />© STORY PANEL
<br />I - __,2.470- -
<br />O2
<br />REVERSED 'h" TRACK
<br />(1) REVERSED "U" TRACK
<br />y
<br />WNELS DO UP
<br />_
<br />756,
<br />1
<br />/ y3y0Ep
<br />125•
<br />yr'
<br />I2B•
<br />10
<br />ISOMETRIC VIEW DETAIL A
<br />2DDD• $�'
<br />2.LXD'
<br />ROUNDED CORNER If ENDS OF PANEL'S
<br />7
<br />END UP W/ HEMMED EDGE.
<br />125^
<br />, .7�'
<br />I
<br />(N.Ts)
<br />+ I
<br />,
<br />l
<br />I
<br />I
<br />'�-2.D00^- J
<br />�•
<br />(TIP•)
<br />-. _ 9' Max. -- -- -
<br />Q 'J TRACK
<br />®PANE{iEB
<br />© 2"z5'jMaxJ ALUM. ANGLE
<br />t 1 r4 Yn
<br />-Ir- 125'
<br />W61-TS Mum. ALLOY
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<br />A
<br />i NO. 44167
<br />♦
<br />FLORIDA
<br />twwo ntaeq NC
<br />BUILDING CODE (IIIIIIII Velocity Our can* Zonal
<br />%ATE OF ; O
<br />2D CAGE GAIYANfZED STEEL STORY PANEL t1ArW1A1 a
<br />O7
<br />3'r3' ALUM. ANGLE O STOP BAR
<br />(IVBXX.1
<br />'•FSSf ORt •' -'
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<br />TRULY,! ATY
<br />MOON W. 6, sNm
<br />QNW. R 3331.
<br />LONG
<br />063
<br />6-T5 Alum. ALLOY
<br />!
<br />! /
<br />". N +,.""'� r„ dr. o r
<br />PNGN6' (w)su-»m, FAX tea)ew-I»T 20-176
<br />ORAI.a N4:
<br />w%L/e0N
<br />Pt. 411AE/Gl!
<br />IIWUOI'JI_ P,s,
<br />N1
<br />IU W-p
<br />own OF 7!
<br />• . . BBB I 11 ; -
<br />1 40 TAPCON a O.C. 1//4 TAPCON
<br />- w/t T/Y THREADED - W/1 1/T' HIMi 11IEApEp
<br />,.I I. HEADER TKIh AT WOOD I' PETlTRAl10N AT W000
<br />.(.. HEADER
<br />R 1
<br />I N
<br />WOW HEADER WOOD KAOE_R
<br />REQUIRED
<br />- - - Y'u,. RFIXARED . - r' Iqn. b
<br />IF, SP'
<br />m wO"Aas
<br />W SNOT,IN) -
<br />EN ST NG
<br />cuss,
<br />CAM.
<br />G
<br />1• M.
<br />PANEL LENGTH tSEE NOTE I BELOW)
<br />2'.4• WOOD PUIi .7/6•e . 3/32' WIC' NUT
<br />REQUIRED WASHER e 6 ,/4' O.C.
<br />%14-10 PAIEUAAIE PLUS .-- _` I' _.
<br />e 6 1/4' O.C. w//1 7/B• •
<br />MIN. THgEAOED PENEIWlTION
<br />AT MIEAWOTH O PLATE _
<br />A REGULAR PANEL
<br />SCALE 3/6'-1'
<br />Y04S
<br />O. OWAlATONS ARE ONLY YAW FOR 6UIDIEGS MIN AS.D. DESIGN LOADS
<br />UPTO 455.N -720 Pg AND PAWt'S LENM UP TO 6'-6'
<br />2 FOR NEW WOOD "PAC CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PNE NO 2, W/ SPECIFIC DENSITY Of a55 OR EQUAL.
<br />3'/24 isa NNE 2 saAm
<br />V/24 4'/24 4 W/ 9R W/o & (2) (SEE NOR 2 ®O9)
<br />• o'er ND 3• samuLmSEE SII�a Xk FHd 9oilo r-
<br />rIr - SEE
<br />Ia aN& ON SHEET 2s MID m 2
<br />1' IiA.. L• M,. pNA1KL
<br />ry. ' 1-
<br />I (f1a .AHNELJ ' fY4EwOx PANEL) (MOlgll PAEIj (NIOIaR AN'UEL) ! (pp oAla) T I
<br />NYCAM I2 3.4
<br />SEE NOTE 2, , 4 BELO.
<br />I � I
<br />l �I
<br />Ii LTm PAf1us W7
<br />I � + rw p• us W/
<br />�1i it ( E �_11 !�_� �_1!1 1► i� _1:i !_.� 49 L
<br />`3 - • SEE NOTE 4 B401r `.• Fpt IXtMCSR[ ANGAORS: SEL 'YE IDT[ ]r 3' -t
<br />1' 1sn "- IGIfDAE ON 9EEi Y6; NIA IN100 St%N! 1• If
<br />tl6AE 3 �/�Yffi lELTIONI ON SHEET M
<br />• IA9T PAN¢ TO BE INSTALLED AT UE%M
<br />T"ICAL ELEVATION FOR n OPDANO ALWAYS AT PIDVDED N//
<br />NEAR HANDLE ro PAQLITATE IxMTAUTII>Fi
<br />E-2 HANG STORM PANEL R%M IF INTENDED TO BE INSTALLED FROM
<br />smu 3/2Y - 11 INSIDE Of STRUCTURE.
<br />�,/.• M... ow _,/.• Ate CHAP
<br />t OR0w/DIN-0-Qz)
<br />SECTION 1JION A-AIONION A -A
<br />wGYt a/32• - 1-
<br />NOTES .
<br />(1). QL5ENEc 2IYM; E - 7 HM STORM PAN.' SYSTEM CONSISTING OF PANEL
<br />CRnt. TRACKS TOP a BOTTOM.
<br />(2) ED PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR
<br />(¢J SMALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SMALL CONSIST OF
<br />1/4'I-20.3/4' MS. W// 7/BYK3//32' WING NUT 011 1/4hN3 4' Mi, THUMBSCREW
<br />MITE TAPPED 80170E 1RACN. LOCIl7ION OF FASTENERS Wr BE AT ETHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL
<br />(4). IN CASE THAT END PANELS AIM NOT CONNECTED TO BOTTOM TRACK (i.s. A STOP BAR
<br />IS ONLY I15ED AT TOP AT LEAST TWO PANELS SMELL BE CONNECTED TO BOTTOM TRACK
<br />L/SMG SPECS tlOIAT OI NOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />(5) SEE SECTION 1•, 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25.
<br />LWn AiPAIN1NN
<br />ro aA9a
<br />ert
<br />0. 1As
<br />EXSINO ON SLID H)
<br />G1A55
<br />- nY PANEL LENGTH
<br />(SEE NOTE I BELOW)
<br />S.S. Y.S W/
<br />32.
<br />WRFC NUi I " t
<br />G
<br />I B-
<br />H3).
<br />Ea-
<br />r..
<br />2•4' NODE PLATE 7/9'w . 3/32• WING NUT
<br />REOUMM WSHEFI a (BEYOND)
<br />0 6 11/sO.C_
<br />IE PISS 1 <i I
<br />6 ' O.0O.C_ . HI T 7/6
<br />MN. THREADED
<br />AT NDWOM OF PLATE
<br />WALL MOUNTING INST J I ATIONI���ON
<br />OEL
<br />SCALE 3/8'-1' FLORIDA
<br />3' AS. . 2'/24 V/24 l S . 1 (xE IDrt 3 SDA"
<br />(SB 3emmos AWItK4 916.T 26) ') 3' 10-
<br />..
<br />Mt' Sri
<br />END a
<br />•I I i 1•E I i •I ' j L/r �
<br />1A Ll 11 L
<br />_, _, GPN+�,Jr-• ln'AIaIN rAncLJ 60 X 'L•
<br />INTERIOR V� -y-
<br />� NIFAIOR PMEl T - -
<br />A 4 AIEi.) ( ) i (Go
<br />PNffI)
<br />l i j' I +) I + � j iFD ►Aitls'w% -I
<br />ot
<br />• ---- : • PAMKLIAIE (TyP,)
<br />wr pip �•i I/r t i!2': AT Dr=D ITE SE TIW
<br />1ME160R PMpS 16'
<br />UST PAEL 10 TO BE NSdLIED AT EACH
<br />QFS7eNC tiNLL ALWAYS BE PROVIDED w//
<br />TYPICAL ELEVATION FOR 1000 REM HANDLE TO FACUFATE INSTALLATION
<br />I WE. TO LE sR ALUM TRAM
<br />INSIDE or 91RUCNRE
<br />sou 3/3r - I-
<br />t/•' M- GAP 114- N.. GAP
<br />+ (ATpAATE tocAIDN
<br />SECTION B-BB-B AT Do PA EELS)
<br />AIO ESr : sm vw - I-
<br />(t) DEFWRON K SERIES iDOO: E - 2 MAING TACKS AT STORM PP�PANELMAtE PLUS
<br />t5O' PANEL
<br />LONG
<br />2 AT BOTTOM W/ PANELMATES
<br />(2). END PANELS SMALL ALWAYS BE CONNECTED 70 NG StLL WALL BY
<br />MEANS O
<br />PArELMATES OR. IF USED r W/ 15' LONE TACK At 801TOM, ENO PANELS
<br />SMALL BE CONNNECTED TO W/ 1 4h-20.3/4 S. W/ 7/1L11AJ/32•
<br />wNG NUT OR 1/4.0-20.3 Wn. REw nFTO TMPEO (T)(EILCEPT AS
<br />Ommem ON Mon (3) OW).
<br />(3). FOR CASES WIZEN END PANELS ARE USE JDINTLY W/ 15' LONG AT
<br />MUT END PANELS ARE NOT OONNECIE'O TO BOrtOI TRAf2t 7 STOP W
<br />BE PROVIDED AT TOP OF SUCH PAr1El5,
<br />(4). FOR INSTALLATIONS WHEN END PANNETO EXISTING; SILL WALL ELLS AND SOME INTERIOR PANELS ARE gRECTLY
<br />ANEL
<br />MAMOUNTEDABE
<br />= Y W/ TROCHE Q) � M MEANS OF �� VAAt)WW G e �TES� ONE �TRACK�TO W
<br />w/ TWO PANEUMATES iOLLONiNGCAS$(PE2A,)d INTERIOR PANEL,q(620AND WIJ pN05/T
<br />El
<br />NOT ILLED
<br />NEHATTADACQNT PANELS THE BONS ANY MEANS T K RfrERDR PANEL) HAVE
<br />THEM OVERLAPS RETAINED BY .
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />T!4' TAPCON AN 114' TAPCON ANCHORS
<br />�i 9' O.0 r O.C,
<br />POURED CONCRETE _ _\ POURED CONCRETE ...
<br />c*E)E W.xx.. 1 O BLOCK S
<br />3 Yv. 11/4
<br />T 4K_ N . --
<br />r 9 m 1�9N
<br />'
<br />I fN3t tN
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<br />EKISnHIjc,A
<br />' '
<br />fXASS I
<br />1
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<br />is
<br />I
<br />I
<br />1
<br />I
<br />_
<br />S
<br />3
<br />T
<br />v
<br />rW
<br />1
<br />1
<br />1
<br />1
<br />'
<br />�
<br />I
<br />N
<br />i
<br />' 1
<br />14-10'P PANE:YATE PLUS w/
<br />...-. . �%6h . 3/32' WINO NUT WASHER
<br />e6 1
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<br />GQ$RAl NOTESI VILHFI F-2 ilA11L3 SIONII PANEL •_"YIC7iY
<br />1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLOWN SUN.DMG CODE. BLOCK SWILL BE 1 1/4-
<br />DESIGN WIND LOADS SMALL BE DEfENMNNED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/6' CALX-N ANCHORS SHALL BE IS 7/8• INTO CONCRETE.
<br />FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE St1URER5 WILL BE
<br />11rSTAt1ED ANTI NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A DNtECTX)NMDY FACTOR ly-0.es- USING ASCE 7-16 AND SMALL NOT ExCEEO THE MA%WUM 1/4' 6-20 SS SIDEWALK BOLTS USED SNMl BE LONG EN000H(SHWLD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A: 26. ENGAGE 3/4' TIRO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN RIND LEADS BY MULTIPLYMG THEM BY 0.3 IN ORDER TO &3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS Be FOUND ON THE EXISTING WALL_
<br />TO COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RARNCIS INDICATED ON SHEETS 25 19 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED N B.1) AND N B.2).
<br />N ORDER TO VERIFY COMPONENTS AND ANCHORS ON THIS P.ED- AS TESTED WERE NOT OVER STRESSED, A INCREASE
<br />L FOR LOADS
<br />N ALLOWABLE STRESS FOR HIND LOADS WAS bQj, USED N TNE1R ANALYSIS FASTENERS SPACING TO W000 HAS BIE31
<br />E EN
<br />DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMM04DATXMS AND SPECIFICATIONS OF THE ANCHOR'S
<br />M1ANUFACTURER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISEANCE HAS BEEN VERIFIEDVERIFIN ACCORDANCEACCORACE WITH SECTOR 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION 1ESTNG LABORATORY. INC REPORT 0 2032, AS PROTOCOLS TAS-201, 11 R SMALL BE THE RESPONSBKM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OE THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTAU£D ON THE OUTSIDE OF THE OPEW04 ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A UDDER OR UFF. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED 12. THE NSTA INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. TACT WITH THE OL410M TO PREVEM WNDAW INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH
<br />3. SERIES IWO INSTALLATION is WH APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWSEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Or smucrLNE 13 STORM PANEL INSTALLATION 9011 COMPLY WITS SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND IONNG
<br />4. SERIES 2000 U45TAlLATK)N 6 APPLICABLE TO SINGLE ANTI DOUBLE HUNG AND HIOW20NTA SL�DE7N5 STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />NSTN.IATION IS REOLRRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WIDOWS AND DOORS, HNC E - 2 HANG STORM PANEL SMT-' M- IS POW PDpw.
<br />5- ALL ALUYONM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (4) THIS PRODUCT EVALUATION DOCUMENT (P£.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />NFORWIION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SINE CONDITIONS DEVIATE FROM THE P.ED
<br />8. ALL ALY T t _
<br />ALUMINUM SHEET METH. USED A CLOSURES SMALL HAVE 3 OS Mls ALLOY.
<br />(9) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7, ALL STEEL SHEET METAL PANELS SHALL HAYS STRUCTURAL DUALITY STEEL AM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />OESIGMUTION W/Fy- 58.5 IUI (AFTER ROLLED). THIS OOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />a, ALL SCREWS TO BE STAINLESS STEEL 304 DR 116 AI9 SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IFMOOIFED.
<br />SGO'S W/ 50 bi YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(I) SITE SPECIFIC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT N411CH WILL
<br />9. BOLTS To BE ASTM A-307 GALVANIZED STEEL, OR NST 304 SERIES STAINLESS STEEL. *H 36 MIN MINIMUM YIELD STRENGTH BECOME THE ENGINEER O RECORD (ECECA.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />ACTING ASDELEGATEDENGINEER TO ME P.E.D. ENGINEER. SWILL
<br />ED.10.
<br />USE OF THETHESITE
<br />ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTERSPE FICFIC DRAWNG5 REVIEW
<br />(A) TO pasrox POURED LONE pFTF.
<br />II) BEARD AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of
<br />-SMALLTHAT
<br />RTHIS ECORD IT
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITw, 9URLDEX, INC- (MN, 1' -319T P3A.)
<br />- i/4' W X 7/6' CAIX-N ANCHORS, AS MANUFACTURED BY DEWAT INC, (MIN fc.3000 P.A.i,) 1B. STORM PANEL MANUFALTUFEWS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN /14-10 PAEL.MATE FEMALE ID A PANLL.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHAM BE PLACED FOR EVERY OPENING.
<br />(rc.3350 PI.i.)
<br />LABELING TO COMPLY MTI SECTION 1709.9.2 OF THE FLORIDA BUILONG CODE.
<br />At) MIHAM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR PANELMATE
<br />FEMALE IO & PANELIMTE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SMALL BE IS 7/8' INTO CDNCREIE_ NO EMBEDMENT INTO
<br />ANY FINISH MATERAL SMALL BE PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGM(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4
<br />INTO ANCHORS. Is TIN
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR •:• •• I
<br />FLOOR, ANCHORS SHALL BE LONG ENOUCM TO REACH THE MAW STRUCTURE BIND SUCH PANELS. ANCHORAGE SMALL `�: • vCEN�A.''•
<br />BE AS MENTNED N At) AND N A.2).
<br />(0) TO EXISTING COkCRR0E BLOL- mg, No. 44167
<br />s*• • :Tts
<br />- 1/4' • TAPCON ANCHORS AS MANUFACTURED BY IOW BUILOEX. INC FLORIDA BUILDING CODE (Nigh Velocity NYtrieenw Zone)
<br />- 1/4• ► X 7/9• CALK-N ANCHORS, AS MANUFACTURED BY ICWALT INC ((*-IWO psi) p •. {' m2ee RTEOO. INC. rP
<br />- 114-10 PANELMMTE FEMALE 0 AND PAWLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION i BP• :,�4:. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />DAMN or
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