|
_ ff_ 1'1 A I I I I 1 111111 1101111111,11-
<br />ANCHORS (SEE SECOONS ON SHEETS 17, 16. T9 & 20)--
<br />MAX. 3A/17, 4A/17. 5A/16. 34/17. 4Ii/17, 59/14 3'
<br />MIN. 6AW 18 7 19 ! W Aw 6A 1 / / 79W 9 • II9W r- t /� aeaV19 I /�
<br />{ �L 1V C � f O O O tl -
<br />M�
<br />MAX.
<br />3A/97. 41AJ17. SA/16, "`.-Maf3 HIP la LOT '&W9
<br />3fT/T7. 'iB/17« 96/f4.
<br />MM. GNAW/i'9« TAW/i2 a 5AW/20
<br />9BW/79« 9BYP/i0 R ■W/20
<br />----.----.---_----------- -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)_-
<br />d TION #2 FOR LIFE SAFETY STORM PANEL() ELEVATION
<br />SCALE 3/16•-1•
<br />1/4• aN,x PIP
<br />SECTION A -A
<br />SCALE 3/16•-1•
<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 />B'-B'
<br />2 3/4•
<br />UNBOLTED
<br />• WOOD PLATE
<br />HOED
<br />SOME3/B•-1' � Lj
<br />SC ~
<br />L�
<br />" INSTALLATIONS ARE ONLY VALID FOR BUILDINGS MATH A.SD. OEM LOADS
<br />UP TO +5&S. -72.0 PSF AAA PARM1 LDNCIH IF TO W-8".
<br />2. FOR We WOW PRIME CONSTRUCTION: WOW MEMBERS TO DE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC OENSm OF 0.55 OR ERA..
<br />MAX:
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />CODE
<br />BUILDING CODE
<br />° 6` O.C.
<br />r wooa'iQD°
<br />M.S. W/
<br />NIT
<br />COMPONENTS FOR SERIES 20000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1')
<br />(TOTAL T
<br />! W9ttH)-----.---
<br />12:500' (EFFECTIVE ''--`�`�'g .
<br />" y--i.3"FiD"� �--t e•-1.38E7'-.+•I
<br />,I
<br />2su' I
<br />�jJ�`= 1 • �:s 2"1• a9Lwmm STEEL '-
<br />EDGE
<br />1EED TYP. \. ASTM A-653 +
<br />cMaE MINUAIM aTA.
<br />I +
<br />; -2i
<br />G-60 PALv.
<br />+
<br />seb7Z2S" .4._• .i_
<br />L
<br />i
<br />(1) SNORM EMEL
<br />J REVERSED -h" TRACK O REVERSED -U- TRACT(
<br />PANEL'S END UP • 'ram.
<br />it/ Huww EDGES' .7a0''.25D"
<br />\ .r7e.4aTY 813 .
<br />` i-
<br />125 € .125,
<br />ISOMETRIC VIEW DETAIL A 2.000' I 2000-
<br />ROUNDED CORNER A ENDS OF PANEL'S 121• i
<br />END UP W/ HEMMED EDGE. 790' I
<br />Naa._.._...- _.........1
<br />F.t_'...�.5-
<br />".a�iiSOt'!tA ( 2 xg (M,ax.) M. ANGLE
<br />i 1 4
<br />6061-T6 Alum, ALLOY
<br />I 11/
<br />M � �• .05s" f1iP„7 ��.�'' `yaCEM�,'':;'�s
<br />Tlr ' 44167
<br />L J$
<br />z ' 'z FIARIDA BUILDING CODE (Nigh Velocity Hurrtcam Zone
<br />-{ •-
<br />_ ___ . ATE OF Mope 11uEm. x.
<br />3' Max. 20 GAGE GALVANIZED STEEL. STORM PANEL ow" P,
<br />ORIO
<br />.......'
<br />T w w & JFSS GLOBAL PROTECTION PRODUCTS, U.C. YtlE
<br />Q sTl?� + • 1 l-0.
<br />.MAIL Ma. Yaw A31. 51 aMwDET
<br />11a LONG qt RNlINMMM l -%
<br />6083-T5 Alum. ALLOY ".�.:pm , �'-,am-m',Y1i. '*•? (+a4>e x6x6 r3}n'c'4tas4.i�a-aNp7 20-176
<br />DRTMMa K.
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<br />pE, 9FlL/M4NA'IMJRIJDAtE WMT§Ai-cwa7rk � P.E, r: MM OW 22 OF N
<br />INSTALLATION DETAILS FOR OPTIC, #2 FOR WEE SAFETY HQRM PANEL SYSTEM
<br />INTO EXISTING POKED CONCRETE OR CQNr,8EjE BLOCK STRUCTURES
<br />l 4- UPCON ANCHORS �4' TAPCON ANCHORS __...-_- ij4• TAPCON AN04M 1 4' TAPCON ANCHORS
<br />O 9" O.'_ O 9` D.C. FO.G. O 9' O.C.
<br />POURED I'
<br />' � �WNC# I POURED , 3 POUREDon CONCRETE GUVG.
<br />I
<br />LOCK REWIRED I pLOCk Ri•'� j FURED
<br />'E{ .G BLOCK REOUIREO «i'. 4
<br />Mu.
<br />i
<br />I I i
<br />" w a PAcapgo m ? w. WHAMTXW m ' r 9aMRaW w' i i t ro
<br />ia
<br />1 M4n It)f. i wWCF NI II WATT Maj i I
<br />' EXIST) omBM.I
<br />GLASS " € CASES `'_... _A° ._. '.�:." ;�: � �5�; , ! � LASS �__�-"'"A ""___-�.•"`tt�_..: �'
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<br />7/a"ar3/32 WgNi NUt WASHER
<br />1 . 7 J37� wR,G NUi WASHER
<br />7 s a x 3/3r wNo WT 1' 7 a. 3/12' 9'A!6 I 4 12 lI2' D.C.
<br />L R O 12 1 J2' O.G. i l NUT WASHER (BETYNO) ! 1/4 TAPG(kV ANCt10R5I TOT" ANCHORS 4 1/ Op C. CHORS
<br />'........i 4 1%2' o,G. `...`_._..a 4 t/2t D.C. O 4 1/x' O.C.
<br />MAGO RED W/ StUD) (SIXGu Rm W/ SM)
<br />L,._p,0URE6 CONCRETE,_,,.ppVREO CONCRFSE L_-.POtRtE'D CONCRETE
<br />COI CONCRETE BLOK OR CONCRETE BOCK OR CONCRETE BLOCK
<br />WALL REQUIRED
<br />NINO ►NSTALIATfON WALL Y( NflNG
<br />,�STu1w INSTALLATION,�y MOUtMNG ILLATIOWALLMOUNTING INST �nN
<br />A oe
<br />ea I sLEBA)FLEOA-1AL
<br />so" 4Je'-T` SCALE 3/6'.1' SCALE 3/a--1"
<br />SU 1J»
<br />tSPACING�PoR' 1IMM A'I" WOW ° ANCHOR ME ```444�� Tkj i
<br />MOAN 3PAMIM AND FMIMulO nvm1•s. ATKRoe fiPTNAb D+3 s „,r vi.Y,,.•, rJS t
<br />W" DISTANCE AK If0&ATtia ON THIS •LPw blfll® Caa4Y Ou.)Ou•) ] T1" ' (j(n•N O '.S
<br />9E2 MU FOR EA LESS TAM BpWA= ON aM» -W f4na°, NE»ek LN s ? � � FLORIDA BUILDING CODE Ni h VelocityNU Can* Zone)
<br />sLI eo IE REm cE AN kXk q NW = '
<br />M ATIPLYI NO SPA" SHM ON a�aAE ARMY. th E610E rmm Nof441 � * � �Ro TL*asa. er 20 GAGE GALVANIZED STEEL STORM PAH L Fp-
<br />a�P WIOMno i0 TO BE P 1 >„JE' jF L• Oww OT.
<br />91IMSm 06wMED N759A FPkTaR a1M41 lrar a ,noTEOI
<br />mat "'•"» GLOBAL PROTECTION PRODUCTS, I.I.C.BE LESS TNW MR40M SPIN"
<br />Q7/svmFa
<br />MR EiMCM ANCFbR TYPE SM"1A• .�_. ` -� •,, •'2E�J-Z.+� : ii'sTK`F4 T
<br />gAAF�f NA'a,li`aa1°w. -°` ice ~ °
<br />w£*9-m+a. TAX: Os+Y■ esa7 20-176
<br />°1t- +awnM 40M AM1twNW ORAwNG Nm:
<br />�Hrrt NANM .z. AANJ$IDM,T1Lt6. Apo; 4ftlk6r 17' W pa
<br />It9,$TALLATiON DETAILS FOR OPTION JZ FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WQOD STRUCTURES
<br />,• it
<br />1 4•0 TAPCON 0 8- O.C. wee TAPCON. 0 6- O.C.
<br />THREADED
<br />AT WOW1 -W 1 t TKM AT THRENDOD
<br />W00
<br />HEWER f' I HEADER
<br />4'ASX1 HEADER `. 1 2' i WOOD HEADER.
<br />NREOUNTE6 _-., yNt, ) REOLxREDSIT
<br />f i
<br />NIA, DON i i
<br />1D
<br />f -(C" WONT 1
<br />� � t30571NO ON SHOT11)N
<br />1D7t-UPAWOM
<br />ll 'k' 1Aax. OLASg` I 'L' Mw.
<br />�. Bottom PANEL LENGTH 7S"..- 1 +'� PANEL LENGTH
<br />€X6tiOl�„ m s ; (SEE NOTE, I BELOW) 1/4i-2Dxi• a (SE NOTE I BELOW)
<br />GLASS t SS, M.S. W
<br />x 3 32'
<br />kRNG NUT
<br />i
<br />FAD, ) `
<br />NUr 2'x4 wo0o TE 1, t , � 7/9Y : 31 • WING but
<br />T WASHER O a t/4` O.C. REO i t WASHER • (BEYOND)
<br />/14-10 PLO
<br />f i jj pr10 PAARIW[E Pars ' 1 L '�1
<br />0 6/ 4' O.G. w/1 J/a iv ) 0 6 1 4. O,C. WJJ1 7
<br />Mal. i RFAiNED PEN£RRAl10N t I MIK iliR&Om PiWETRATiINI ( ` 1 y
<br />AT MIMYATH OF PLATE AT MlOWID1H OF PLATE
<br />W" MOUNTj G INS STAEls i VQN
<br />0 9,NN Titi l++l .
<br />SCALE 3/w-T' GEMS ';�'' yL WALE 3/B'=1"
<br />f FLORIDA BUILDING CODE (High Velocity Hu Ono Zone
<br />NOTES,
<br />•�� �0 44167 * i o9aN TRTLca; ate 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />DWW W.
<br />1, WALLATIONS ARE ONLY VALID FOR BINDINGS WITH ASD. DES" L04ZS
<br />UP TO +5"3 -72.0 PSF AND PANEL'S LENGTH UP TO W-6'. mJsJmo
<br />2. FOR MEW WOOD FRAME CONSTRUCT) k WOOD MEMBERS TO BE SOUTHERN off, 5 4Tf ilE. C Q arc. GLOBAL PROTECTION PRODUCTS, I.I.C. a
<br />l4F �. 2, W/ SPECIFIC DENSITY OF Ds5 OR EQUAL_ ,DEN:.., - ORS4 ,. Nk Al1Y aNC. R. 3914
<br />I tK`�+' 1. xp0. •4 Fa ALA ,e •wm 23Tp Pk(LWEF(ms -71a0, FAx (OU)SM-6JrN 20-176
<br />•Yl L} 1 YMn.a ppR 1YY-Y61a , M t -NpE
<br />IOTA Np e11N JaITC SP pMM NMa
<br />rA WN.TWM�A '1b1J[7ip..Pt ma Lux � s16aFM M%
<br />Y/24 (ATE wm 2 ODD"
<br />1'/24 4' 2 4 W/ oft W/o ®. (SUE NOTE 2 Bulaw) 2'/24 1' 24 4 5 2 INIAO
<br />/Mal• •-4 / 3• Max. / (sFE NOTE 3..
<br />Pot wlORER ANCHa s SEE
<br />° W. ON % IXN MR WPO SCRYE-�. - ( 1•'"'L mMLWLTT AN(HOF 1O7•f 3• iXa.
<br />A _ I ' -(SEE EON ffiKET 25) :8ts.
<br />M OF
<br />DDO PAFL) LIMEPoOR PAND3 (aNNEAPAt R+AEL) ( PANEL) per) Fib %60 Y •L.'
<br />KENO ( ANEL) PAIEIa (IAEIBOR PMfl, (ETA PANEL)
<br />BEE FOIE ?.13. 4l3DDP' ! SEE HOPE 2. 3, 4 BELOW i SEE 3. 4 4 taE NOTE 2. 4 SLOW E
<br />1 1
<br />jjj i 1m PAims w
<br />II Btpam
<br />S 32
<br />YtOO/�f)q4M.SW/ x3 WENOMNP6
<br />YRNGNUIS - I
<br />401
<br />{ 1
<br />r •
<br />•
<br />•I • tF}R)
<br />(_3.-1i SM NOTE 4 BELOW ,9E£ NONE 31 3,� f
<br />BELOW �---R-i2•--7---F-
<br />iffi�. `f I $C7�{AE dl-]NEE 23: F7)H WaOB� . � QNp pR 1/Y 1 tIY«.; AiLERP,��TAN
<br />t' Kn' '--�F SEE SEOSOIIS GN 9HFFT 26 � �Ml1ER10R
<br />FAi'L4
<br />6 NOh 3 Ln2 OR a) W/ OR w/0®. (D
<br />BE3Ot1 4 iD RiSrAtiED AT EACH
<br />LAST PA TO !M aISTN1F9 AT Fl.ONN l4�ALWAYS C PRIYApEa YJ/
<br />OPD&4G AEWAY6 BE PROUDFA RTAiN IRAALE TO FACRnATE MNS°TALLAr
<br />AFAR HANDLE TO FAILRATE EASTXIA'G�NEUWIQN y 10 BE ))STALLED FROM
<br />,,. IF INTENDED TO. BE INSTALLED FROM .,, a' smuGTURE
<br />iNSAE or STRU n#m TUNE.
<br />SLIMNC r Y BOAC 3/32' . T ••- -..�••_••••...
<br />W. OAP - � 1/4' Wa.. WI- IN' Mlaw GAP^-1:-•.
<br />1
<br />1(OR®W/ DR W/O ©. (b 1
<br />LOCATION
<br />At
<br />�S 1���� ;IISr7lf}Y /_ITC° @-9-9 END +
<br />gpM6 Stu 3/32" . 1'
<br />(1). DEFINITION or cF= I-MM E - Z HAND STt066 PANEL SYSTEM CONSSFNO OF PANEL +
<br />H0g5_: 4r1<. TRICKS A7 TOP & PI MATE PLUS OR 15' LING
<br />(1). Ofi1i1BDi4FN OF 5F,1u1ra nnnrM; E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + 2�T, AT BOTTOM W/ PANEIMATE&
<br />Cont, HRICNS SOP & BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED TO SILL WAIL BY MEANS OF
<br />PANELMATES OR IF USED Y W I
<br />(a). PAiNELs 51W L ALWAYS BE CONNECTED TO BOTTOM TRACK DTHEtTA4SE A STOP BAR / ,s" 44R#i�TRACK AT BDTrOM END PAN€US
<br />SMALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO WJ ' wSE/3 "
<br />�(kCEPT
<br />WOO NUF ON TJi'h 32 5 MM. YHUIBSCREW &tEEO TPPPm AS
<br />(3). IF EMU PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHILL CONSIST OF DESCRIBED ON NOT£
<br />1/4" 2Ox3J4` NUS. W�� 7//8'Ml3//32• WIC NUT OR 1/4'ax3/4' AA'm. THUMBSCREWINTO 7AP1'ID BDT`fOM 1'RADk. IOCATAN OF FAS70WRS MAY BE AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE U� ,IOIHILY WJ 18' LONG (ZS A7
<br />BUF ENE} PANELS ARE NOT CONNECTED TO BOTTOM TTUCKL X SEQP BAR
<br />EXTERIOR FLAT FLANGES OF END PANEL ,
<br />`-m-m BE PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN pSE THAT END PANELS ARE FlOf CONNECTED id 801TOM TRACK O.e. A STOP BAR
<br />S ONLY USED AT TOPjj AT LEAST TWIG PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR TEED TO EXIST WHEN ENO PANELS AND SOME 9NRERK)R PANELS ARE DIRECTLY
<br />U51N0 SPEC'] NNOtCATED ON NOTE (3) ABOt�E. M SUNCH CASE, CONNECiTON OF PANELS MAIL gEDLASEp ,IOIR7LY ING Wjj T(MCK B(��MAT SB DM KOtMR . 80TONEYpM TRACK INTERIORPANEL7 WAIL.
<br />m 84TT0M TRACK LRAM OCCUR AT ANY PNMNII,'LOCATWN. W// TWO PANELMATES i4(.ldK7NG SP7CR. SHOWN QN ELEVATION Alp W 3 1j2'
<br />EDGE
<br />(5). SEE SECTION 1. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, M1n, 7bSTANCE. TOR THIS CAS' IFiEERtOR PAMEL USED .RLy(ILY� (XIS
<br />;1NRM1044hp,ry NOT NEED TO BE CTR6NECTED iO . BY ANY MEANS, CRACK 4Y�JN NST%L}2i
<br />rA THAT ADJACENT KED Lk3T b RiCHF 516E OF EitI7R PA:EU HAi�E
<br />U. TI°•Wj
<br />Jy,THEIR OVERLIPS
<br />REIII TALS
<br />1�: FLORIDA BUILDING CODE NI h VelocityHu no Zone)
<br />N0. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL to.
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<br />Es or 28
<br />• .NE_atE fah't _ �• .
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<br />2EE NELT 1t R 20 FORE ANCHORS, PEA
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<br />•A RR E0. NCH THAN RAMMED ON
<br />3CFffdM.E RESUCI D sic SPACING ID
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<br />9VOING THAN m m PACING 1101CA M
<br />Fo tffiS tlWl m TYPE SPACING WNGfC.tTEO
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<br />VCENSF'•. tQ S
<br />No. 44167 FLORIDA BUILDING CODE (High Velocity Hu .0 Zone)
<br />IF
<br />;� -
<br />wam M31m I'll
<br />20 GAGE GALVARIZED STEEL STORM PANEL
<br />TAB
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<br />GENERAL NOTES• VALID E-Z HANG STORK PANE SYSTEM
<br />i. E-2 KING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN 91) MINIMUM EMBEDMENT OF TAPCON ANCHORS AM PAINELMATE FEMALE ID & PAIGIVATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7O1 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4'.
<br />DESIGN WIND LOADS SHAM BE DETERMINED AS PER SECTION 1820OF THE ABOVE MENTIONED CODE. &2) MNtl11WA EMBEDMENT OF IId". X 7/6' CALK-M ANCHORS SMALL BE IS 7/8' INTO CONCRETE,
<br />FOR A WIND SPEEIY AS REWIRED BY THE JURSOIC°TKM WHERE THESE SHUTrERB WILL BE iNSTALLEO AHD NO ENNBEDMENI' ALSO ANY FINISH MATE'fON. SNWL PERMITTED.
<br />FOR A DIFiECPFOAW:NTY FACTOR Ka-0,85. USING ASCE 7-16 AND SHALL NOT IXCEE(% THE MAXIMUM (AS.O.) 1/4' 0-20 SS SIOE)WX SOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERW MST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' IWO ANCHORS.
<br />IN GIRDER TO VERIFY THE ABOVE CONDDION. ULTIMATE DESIGN WIND LOADS DETERMINED PER Asm 7-16
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY OA IN ORDER TO 8.3) IN CASE THAT PRECA.T+`T STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EKIWING WALL.
<br />TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE
<br />S/WL BE AS MENTIONED IN &1) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ON THIS A.E.D. AS TESTSTENERWERE NOT OVER STRESSED, A INCREASE
<br />B33XEEN
<br />O
<br />N ALLOWAitE STRESS FOR WIND LOAI>5 WAS t� USED M THEIR ANNLLYSS. FASTENERS SPACING TO WOW HAS BED4
<br />_NM USE
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHMBE IN5AALLEU FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />MANUFACTURER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION T626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND 1AS-203. IS TO BE ATTACHED TO ROM PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />dt W000 FRAME NTUILDINGS.
<br />2. THIS SYSTEM HAS BEEN DESIGNED N BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FTTCM THE
<br />INSIDE W/O THE USE OF A LADDER OR LOT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED t2. THE INSTALLATION CONTRACTOR IS TO SEA./CAULK ALL SHUTTER COMPONENT EUGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TD PREVENT WINO/RAIN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SERIES 1000 INSTALLATIONINSTALLATIONISAPPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WnrNDows WHEN INSTALLATION t5 REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE_ 13, STORM PANEL. INSTALLATION SNAIL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 2000 INSTALLATION S APPLICABLE TO SINGLEAND DOUBLE HUNG D HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURUSDICOOFN WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION S RMUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDM AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM"" IS PAMULY PENOM,
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 6003-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A. 50E SPECIFIC PROJECT: t.e. WN€RE THE SITE CONDITIONS BEMIS FROM THE P.ED.
<br />B. ALL ALUMINUM SHEET METAL USED A7 CLOSURES SHALL HAVE 3105-H19 ALLtri`.
<br />(D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IWA LATION 04CLUOINO LIFE SAFETY OF
<br />7. ALL STEER. $HIM METAL. PANELS SHALL. HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON TANS P.E.Q. PROVIDED .HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- S6.5 kbi (AFTER ROLLED). THISAFETY AT DOCUMENT. CONSTRUCTION SAAT SITE. IS THE CONTRACTOR'S RESPONSIBILITY.
<br />& ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASf SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PEAR DIN (c) THIS PRODUCT EVALUATION) DOCUMENT WILL. BE CONSIDERED INVALID IF MOOFIW.
<br />5001E W/ SO kai YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.1&4.
<br />(a) SITE SE PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />THE
<br />9. BOLTS TO AS1M A-307 GALVANIZED STEEL, OR AM 304 SERIFS STAINLESS STEEL WITH 38 Obi MINIMUM YIELD STRENGTH. BECOME HE ENfSNEER � RECORD (E.0X) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENO[HEFF NO' RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. E1MNM SWU.L
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER T14E SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />(N m FXlcnlr; > 0 REM,
<br />(e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4"0 TAPCON ANCHORS AS MANUFACTURED By 11,111. BUILDER, W. (MIN. Fc-3192 p...Q RECORD TTWT PREPARED If.
<br />- 1/4" A X 7/8' CALL(-1N ANCHORS, AS MANUFACTURED BY OEWALT INC. (MIN„ Ve-3DDO P.J.) Ilk STORM PANEL MANUFACTTJ,RER'S LASE) SMALL BE LOCATED ON A REABLY VISIBLE LOCATION A7 ]FOPANEL INRM
<br />- 814-r0 PANEtMATE FEMALE ID & RRNEU4ATE PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE MATH SECTION 170B.9.3 OF FLORIDA. OUJLDMO CODE. LINE LABEL SHALL BE PLACED FOR EVERY OPENINO.
<br />(C-21350 p.b;N.)
<br />LABELING TO COMPLY WITH SECTION 1709.0.2 OF THE FLORIDA 13UILIXNG CODE.
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4' AND 2• FOR PANS AATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8• CALK -IN ANCHORS SHALL BE S 7/8- INTO CONGi£TE, NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4. 4-20 SS SIDEWALK BOLTS USED SHALT. BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />E� A. Rta
<br />A3) IN CASE THAT PRECAST STONE,L OR
<br />PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DUSTING WILL j
<br />FLOOR. SHALL E `�: • �`,jCENRj"�. '
<br />ENOUGH TD REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALLBE
<br />ALONG•
<br />AS M
<br />(8) T?d EiCLSTih'Sa. CONCRETE BLOCK WAIL, .. ' N0. 44167
<br />I*:
<br />- 1/4' a TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC. FLORIDA BUILDING CODE gfth Velocity Hu am Zone
<br />'
<br />- 1/4" » X 7/8" CAULK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (Fm-1500 p.s.T.) x .' p °lap° nTEw a c 20 GAGE GALVANIZED STEEL STORM PANEL F°
<br />- /14--10 PANMAAATE FEMALE ID AND PANELMATE PLUS ANCHORS, �• t
<br />AS MANUFACTURED BY ELCO CONSTRUCTION '- �� GRAM or.
<br />PRODUCTS (Ern-2071 1
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