|
ORS (M
<br />�3' M61..... 3A ? 0/0.TW Mw'i30 SECTIONS ON SHEETS 17, ra 'S f1. T6r%+6 a 66w/20 -- ... +• MINL
<br />SA/17, 4A/n• 5A/IB, 36/17. 4B/,7, 66/f6, J. wuc:
<br />O O O O O O 6
<br />j ( I
<br />GAGA -i�G!M PonI 6PE fW'R+(L PM�1 y j R011M f,Pw W4 1
<br />U' -0!
<br />1
<br />_ _. .._
<br />y I. 1,. �•.1�_ �: f AtNa/./°IYYf, %.L
<br />MIw wit
<br />IIBWr i k AI,
<br />1' 7
<br />If � ✓1 �
<br />i
<br />1Et1N01ESlS�'6RK -f _ 6•
<br />;1 lP6MGO41a60TTtl1 !s°OIYMI[OMMmr- f
<br />' �`•�•~' Alb AM! A fit A "0 01011, ✓:O40KAP
<br />3 . WIN IA/17. W17.+R 3w/17. 4B/17 Ti/,I, 3' YA%:
<br />, YIN. xw/16. TAw/» a wr/ao iYiER�R BBIr/IB. fwr%fe a BBer/2o 1• �'
<br />_.- _ .-- _-__-----_------- ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 16 A 20)------ - - _.
<br />OPTION #2 FOR LIFE SAFETY STORM PANELC-D ELEVATION
<br />SCALE 3/10'-1*a v. _wL O
<br />@
<br />4)PAXn
<br />SECTION A -A
<br />SCALE
<br />1 1 M 1 ..°
<br />[901:4141 oil Alem 7. rJA 171117 - L M I L lei . W RdV1q:1°
<br />MAXIMUM A.S.O.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-6"
<br />2 3/4'
<br />UNBOLTED
<br />MAX.
<br />rLOOM
<br />=SCHEDULE)
<br />INSTALLATION DETAILS FOR OP-TION $2 FOR UFE SAFE77Y STORM PANEL SYSTEM
<br />INTO EXISTINO WOOD STRUCTURES
<br />.• : '•.
<br />_ I'`I
<br />WOOD HEADER
<br />•.REQUIRED "
<br />R[W/I®fFAOER
<br />•;. .., t�. UFLKIATD ., -`
<br />Y IMInrA-1HP1' '. `-
<br />rA2r' OYOMNA•T • IwfYr0i0A0oO
<br />"",., • . P' A)oD.Ecp. .ECO
<br />+, PEfA22rPI• M■rfR70NA0oO.EcD. 'r ''. .- ... �H1 . a 1'� /; _I....-..W1Wj4Ip•NDf
<br />_ .�►1W
<br />„ MlANI . • 1WwOrWDAOaOcD. r•, .
<br />1IU/rM7rfr1p1 NNA•
<br />CfMNNIOINNNA
<br />•.
<br />OC0c
<br />Oi T1IRrDaE/./•
<br />TR 'II,I " it
<br />F//Aa1 4Y,44CJT4M1Y(
<br />F�rA1DR 1
<br />II {I
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<br />i EXISTING '"'ro I [%�1NF_ As, w2m
<br />GIRL± - 11� - ; i• �' QAi± om
<br />PA4D, LENGTH - I
<br />OI saT, /F q• Mp. POW L[MOM a am '10 l• Ya.
<br />i (SEE IIOT! I BED) ii PANEL LEICT14 (SEE NOR I IQOPO
<br />EXISTING ww \ -;' (ALE NOTE I HELM FUDSTWC A+.w�N as � � f EIIOfEL ��WOW)
<br />�'
<br />.. _ _._ ,
<br />a Ass a ,/. •-t0, w 0�11 1 /• A 2NR,
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<br />rAIT cm
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<br />;7J" A 3/32' W44 ANY '. i' + :Z/IY . 3/3:• ww VRSIER • 12 1/2 O.0 II RKMEa tOdOMO)
<br />it WU6MIEA w 12 1/2' CSC NUT W" (MVOMI) fl 1 4-0 Tw 0 r O.0
<br />4 r rAPcoN • 6 ac f rr TNooAI w r o c IYR�
<br />i�TAQDUWD w/ A,w) I� �I
<br />1-111
<br />YTHMOI BCD w 1 f � �t UVA yl� QF PLANE��r1 KITH
<br />Or PLATE -- - -
<br />Or PATE i "'-°EDIIRE011000 PLATE - A14 WOOD►ATE
<br />_ i8a4•RED - NFOIIRl9
<br />KAtt _- p5H' woo° PLATE WALL
<br />WALL MOUNTING ��JI ALTERNATIVE 7Aw b REGULAR PANEL
<br />semi 3/8--1
<br />t EEG1'IL64�1. EL
<br />scALE 3/6.-1SCALE
<br />3/0•-1"
<br />' FLORIDA MI h
<br />;_:
<br />BUD[ R DING COV4d4IOl NMrNcarts Zone)
<br />t, IRWLATON6 ARE Ow,Y *40 FOR BUILDINGS My" APD. DLSM LOWS
<br />U► TO .55.6, -72.0 or AND MfBL'S UDIffm OF 10 B'-r 4 .amo IKI[pp. 44: N
<br />20 UK QN1lVANREO STEEL STORY PANEL M A
<br />i{
<br />2. FOR was wood Few coNFnXjCTDN woo° tiEmo m To BE sourtem
<br />PINE NO. 2. w/ SPECIFIC DENSITY OF 035 OR EQUAL =*'; m/a/MRO
<br />tE, ST _ _. ,.� ?) ` E PROTECrT10N PRODUCTS.` LLC. am
<br />ww C SwMNM-wro. FAc PMNJeM-OI7 20-1 6
<br />'�'rFSgjp �` ` ao
<br />+4.. .� ro°Li w ao w
<br />'All//IIII 1 PE ft
<br />114 i• a�M�1I.A.
<br />MM/aaA./ ATIDAR 1,ft
<br />GALT" I, rL Fm IIII[f W eF >•
<br />15,L66• (TOM ADM)--
<br />-
<br />_ _ ..__._
<br />,2.500• (EFFECTK NDM
<br />.
<br />_._
<br />t.l
<br />0.434• Wft TMpX
<br />GALIMMUND STEEL
<br />1+E _ U *O•
<br />3AW
<br />2_241V
<br />YZy
<br />2.00D• ,2411- . 1 HEMMED 7YP.
<br />- D10E
<br />AITM 4-651
<br />GRADE 50 NPINAA
<br />DRAT
<br />4ax
<br />0- so Cµv
<br />-➢RAIL A ,1 .... ,
<br />--T390•-•U ) L- I.3%Cr
<br />© STORM PANEL
<br />PYINu's Do UP
<br />W/ MEiAiEo-imf �'�J. j
<br />I OME�-• J-
<br />P
<br />ISOMETRIC VIEW DETAIL A 2.0,00'
<br />ROUNDED CONFER • ENDS OF PANEL'S .f25 4
<br />END UP W/ HEMMED EDGE. 1 1 .750•
<br />w�1w TRACK
<br />O
<br />-Ir' 1zs•
<br />.i yyp• O55• RrrJ
<br />-J.
<br />0 3"X3"(Mex4) ANY. ANGLE O STOP BAR
<br />it' LONG
<br />6003-T5 NUM. ALLOY
<br />250 1
<br />O RMRSED "h" TRACK
<br />1
<br />A13
<br />1 I
<br />� 3.T5o•
<br />1
<br />RYP•)
<br />O
<br />E
<br />6061 •-TB Alum. ALLOY
<br />2.250.-7
<br />o7r
<br />4
<br />2,500-
<br />2.2N• .
<br />E'
<br />O REVERSED "u"
<br />TRACK
<br />T 2s•
<br />i
<br />2.000-
<br />L.., .. ",25.
<br />B- • 2"xS"(Max-) ALUM. ANGLE
<br />O
<br />Y4• TACON ANCHORS
<br />S• O.C.
<br />m2
<br />OR CONCRIM
<br />BIDCK REOIIKED
<br />,i
<br />1
<br />� YI. fa41w1w4 w
<br />r Pw"~MIK[44•M 1
<br />f w4® IF
<br />1
<br />EDSTK�
<br />tlUA55 , '
<br />1
<br />1
<br />1
<br />N
<br />{
<br />H
<br />INSTALLATION DETAILS FOR OPTION
<br />INTO EXISTING POURED CONCRETE
<br />_ 1/4" TAPCDN ANCHORS
<br />- IS r O.C.
<br />#2 FOR LIFE
<br />OR CONCRETE
<br />-
<br />SAFETY STORM
<br />BLOCK
<br />1/4. /CON ANCrONS
<br />09 O.C.
<br />PANED
<br />STRUCTURES
<br />SYSTEM
<br />-6' INK)
<br />IJ4• INN ANC1ONS
<br />0C.
<br />r0URE0 CO/q,YETE ``
<br />EIIOCR REOIARED 1
<br />POUIKO OONCKIE
<br />MOCK REOtNRED ci `
<br />POUIND CONCRETE
<br />°IOCY 1x UNISO
<br />11/4
<br />E.6.R :\
<br />:LID• \
<br />ECA
<br />-
<br />,1
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<br />TAPCON ANCHORS
<br />- i r 11r D.C.
<br />(STAcam W/ SRO)
<br />FOURED CONCRETE
<br />Olt CONCRETE KOCK
<br />REMWALL ifflyNtING ��
<br />�IQ
<br />NIEL
<br />SCALE 3/8'-1"
<br />SEE M a p P1 ANCHORS a
<br />Alom A
<br />-VP* -.
<br />�
<br />SPACING pR AaLHIDB Wo WOOD
<br />IllaMl aMdR pa,
<br />M
<br />Nw YIRQIIw
<br />MI
<br />,Imo ANOIFR •TREATS MF Moslem
<br />SCOT DIS THA IN a
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<br />3
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<br />IV THE oqnvm 0 K OUME. NOR PAS
<br />osoum
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<br />OWNED uF Cw NNL ACT
<br />n
<br />ME LESS
<br />AC NNW MINIMUM SFAD
<br />--__ _-
<br />MeEACHANCHOR TYPE 04 THIS SCHEDULE
<br />!I
<br />CD
<br />1 E.D.• ED i
<br />, 1'{..` ...114's-2AJ/4'$.S.fM -.. ..:
<br />i.. -.. Y/rh3/32 WINO NUT WASHER N �/6hit/3r 1101110 NUT WASTER
<br />is 12 1/2' O:C pEY01p)
<br />1 A TAPCON MOTIONS, I .• TAPOON
<br />- __. I/2. O.c. ... _
<br />IN 4 1/2' CSC
<br />CONCRETEOLD".....CONCRETE
<br />OCR CONCRETE ROCK
<br />REa2RED WALL mougnmo !jAIIATION
<br />SCALE 3/6'-1• SCALE 3/r-1-
<br />FLORIDA
<br />INSTALLATION DETAILS FOR OPTION #1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />III ,
<br />-
<br />1'; V4-r TAPCOM a r D.C. �� �• ! I/4•r rAPcoN a 6• ac.
<br />HFAOER 11ON Ai W'OCIO 1'' HEADER TION AT WOOD
<br />it I
<br />k
<br />Moa."GO WAGER 11 I Yw.
<br />REQUIRED - YAI vim QUIRE
<br />roQUIAS
<br />(in
<br />Ao,
<br />i
<br />- f1O1M1em
<br />AA '.
<br />i• W.. m.m"�- 01M 6wET q) ':.::��:_..
<br />on EIFK,WMIMK r
<br />um
<br />ro ufa PARR LENGTH PAWL
<br />:.-... __. .. LENGTH
<br />1 °DEW) 1/4'r-20AH' (! I KIM
<br />O- Ox afar , .. :.. I (SEE NOTE (SEE IOU[
<br />7/S 0 A 3/32• 3)
<br />wIW NUT
<br />:
<br />1 '
<br />1 1
<br />, I
<br />( 0 I
<br />ED
<br />2•N' NOGG fMTE iI 'J/I'r . 3/32' WMG AUI 2'.4' WOOD PLArz � i!
<br />1' `'.WASH A 3/3Y WNW NUT
<br />REQUOMMASHER 1 ° ,/.• O.C. REQUIRED WASHER • (BEYOND)
<br />114-10 ►AREUATE Pk 1. (' 114-10 P"TE
<br />�6 1/TNBEAOm M 1 7, WIb 1/TM�11 W , 7nT,ON ^ '
<br />AT MDWWH OF PLATE AT MOAMH OF PATE '
<br />�rcP P: TI(�/tip
<br />SCALE 310--1• Q•: EN '••. T SCALE 3A1I'
<br />3:. �tC SE FLORIDA BUWNG CODE I h 1
<br />mm. No 4067 . * { °F°°° xuo° ro 20 "" GALVM6ZED STEEL STC
<br />1. RISTAUATDNF ARE ONLY VALE POR GUUDOM AIM ASM. DESIGN LANDS
<br />UP TO 495.6. -720 PSF AND PANEL'S LENGTH UP 10 e'-6' ,
<br />Y. FOR NEW W000 FRAME COHSTRLCTIOTN' WOOD IEYBEM TO K SOUTHERN �I ATE .._.' ...._..". 'L ECO IM6. PROTECTION PROM
<br />9` Hop jw. e1 31fpT
<br />PINK NO. 2. W/ SPECFIC IOW" OF O.S° OR FAIL �fp,�,Ny'•... DRtd •' a /IMF 1L 3U14
<br />0•-ci%C ... �'4 `Nw.�W'..w._..7.►. �w`Pr� �� r woa fRRyFM-wM. Apr (aaR
<br />J'/24 4/ IM2 NOTE It SEWN)
<br />J24 4 I/w/a ®,® lslx NOR 2 s61DW9
<br />/.V`� s i ' c. ral ooNwORMLrTF wa,oRs: e¢
<br />a I-a�; SC4MmMS NNf¢+DIe w M" >taA °W (••H'iMr�
<br />A 2
<br />vNr t/4 - r
<br />li 1I 1I
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<br />I (FRo :�wbi ' ' (IIEIioli.:wllf lIIIIOOW wlg) (IRO'.,OR iwKU , ! (42F .wa(
<br />,I♦x EFT[ 2. 3. 4{IRa i I I I 1 . °EE NONE 2 3 A HIIOA
<br />1 I( i
<br />iI t I I ttl iI It
<br />i' 60,.'tW �W6IywRSR'�/
<br />40 7 L.
<br />11-� ,;S3ETEEDsrroiE . saDW,• a aHM MR Row'aBaWR•wm 3,•�ifk�
<br />71F1R 3 © "L:I - (V So TMRTON6 OY SI 26
<br />OR W/ OR N/
<br />• Iwsr PANEL TO a INS7ALLLD AT Uia4
<br />TYPICAL ELEVATION FOR 2 OPVpNG SHAIZ At%%" K PROW w/
<br />REM NNDIE M FACYRAN X.01Anpl,
<br />C-2 HMG STORM PANEL P NTDRYD ro K NSTALUM FROM
<br />saW[ . ,•Alftm 01M OF STRUCTURE
<br />1IINA
<br />77_7 7-77"'K 7 \ 7 -77 ="`77 \ 7jf/,*
<br />( a0w/4Rw/s®,0
<br />a�.�ic1�QN A -A
<br />SORE aI$• . 1'
<br />IBnEs_;
<br />(1)., DEEM006-Of 5ERM5 =W,, E - Z RANG STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />Cont. TRACKS TOP a BOTTOM
<br />(2) (rD PANELS STALL ALWAYS K CONNECTED 70 BOTTOM TRACK OT ERN'ISE A STOP MAR
<br />L4J SHALL OE PROVIDED AT TOP OF SUCH PANELS.
<br />(3)j4E.-2oA3 4• 00�7��MA/3'!YMONSHALL VG NUOR f/4PI13/i"l5[TU6ARW
<br />ro NAPPED BDtTOM iRACk LACA110N OF FASTENERS Mr Bi Al EITHER OF TWO
<br />OMROR MT RANGES OF ENO PANEL
<br />14) N C41 TIMT VD PATERS ARE NOT CONNECTED TO BOTTOM TRACK (Lr. A STOP 6AR
<br />IS ONLY U6E0 AT TOP AT LEAST TWO PANELS $HYALL K CONNECTED 10 BOTTOM TRACK
<br />USNG SPECS NOICA ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION Or PANELS
<br />TO BOTTOM TRACK MY OCCUR AT ANY PANEL LOCATION
<br />(5) SEE SECTION 1'. 3' a A' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. ...._.._..
<br />r YC4. 2724 No V/24 W Mm N Kum)
<br />1• MITT c4NCNM AIM3FIA -"(M•�wA a• M..
<br />Oa soap" am w4m 36 ; -� 1' NMI.
<br />.a, • 3 wa
<br />Do
<br />In - 1/L
<br />•(oa,PirN�,7•-r,-TbNliEi) (INiinoe� lN�livA+EL) Y wNw7{
<br />�As
<br />I I E 4 ML04
<br />1
<br />I
<br />[T-1 Y�lj 11 40 X -L'
<br />FANFLMOE (YUN)
<br />Wrgpa�pE LOCATED-'2`�- �A.TOMLLIE L,OC/.TDN
<br />1141DIOROR►AI[SS 1/8
<br />le• • LASH PANEL ((T t0 K -M-0 AT FICA
<br />4YOaF 9XNi ALWAYS K PRWF(O
<br />rjrPICAL ELEVATION NIGH "MINE TO FACKIFATE MTAIJAT&
<br />-FOR.. SERIES IF MOOED To K INSTALLED FROM,
<br />_ W= or STRIACIUW
<br />SB62 W . ,
<br />I/4• Il.c TAP VA. ft4 GAP �••
<br />PP
<br />1 ov
<br />SECTION B-B :rluroN�°rNe°u�"a
<br />(t), 1HFMI110N K 9Er11FS tom: E - 2 NANO STORM PAIL SYSTEM CONSISTING OF PA/EL
<br />IrTRACKS AT TOP A PANEL►ATE PLUS OR 15' LONG
<br />l BOTrOY W/ IYNEILATES.
<br />(2) END PANELS SHALL ALWAYS K CONNECTED '10 EXI SILL ANAL BT MEANS OF
<br />PNElLArzS OR. 6 USED YW/ IS• LONG TRACK AT BOTTOM. END PANELS
<br />SMALL K CONNECTED Ta w/ ,/41-20A3/4 S. W'/ T/6'YAJ/32P, As
<br />WOW NUT OR 1a20A3 Aft.. MULISCRELI' tNTD TAPED (�(X
<br />DESCRIBED ON NDTE (3) O ). (y�
<br />(J). FOR CAM w11ER END PANELS ARE 13E JONfLY W/ t6` HANG tTRAC�(.(P AT
<br />DIET ENO PANELS ARE NOT canNAeet'Ea TO BOTTOM TRACK (� 7L STOP STIR
<br />STALL K PROVIDED AT TOP Or SUCH PMIELA.
<br />(4). FOR INSTALLATIONS WHEN ENO PANELS AM SOME INTERIOR PANELS ARE DIRECTLY
<br />MOUNTED TD EXISTING SILL wµ1 B(��KIWIS AT K PMMEI3MTE5, ONE MOOR PANEL
<br />TO WALL
<br />Mi.. . DIS'IANCGToo s MAY K USED JOINTLYFD4DMINGCASSPQ(A]C6!(DMOR PWNFl USED J0(B�BL WJ %3 DOES
<br />SUOU THATroA/MACDO PANES TOT NEED
<br />1FE LEFT a ROOT S 1pTplDis i� HAVE
<br />TIER OVERLAPS RETAINED Br �.
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1 4' TAPCOI ANI'ADRS 11" TAPCON M-04m
<br />9` O.C. • 6. O.C.
<br />poum
<br />0. KOUOCR[i[ rt ! REQUIRED BlOf3(. ,
<br />31/'• `� AI/,•
<br />14K. F- '• MI.A.
<br />[a• , i E A \
<br />('. A .
<br />13
<br />m
<br />_ "i,4-1p•P pMlE1ANTC P4U5 W/
<br />/6•W . s/ar WwI) NUT NWBMILR
<br />WAU
<br />` EcnNGEMDCK
<br />REQUIRED
<br />DWALLATM
<br />IIA� EL
<br />KALE 3/8--1-
<br />�/��•
<br />'/4••
<br />eQ LGII IS • TYPE t
<br />AMC11)
<br />NIom HMS
<br />W.pa.
<br />LL YID W
<br />RIAOIC NOR rOrALLATad II/ID w000
<br />,L, AYOal1 �w OAJ
<br />S
<br />7
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<br />DEIIEIiAL NOIEffi YYJD E-Z IY610 STCS111 PaMF]_ SYSTEM
<br />1 E-Z HANG STORM PANEL SHOW ON THIS PRODUCT MMAIATIO N OOCUMENT (PSI) HAS BEEN VERIFIED FOR COMPLIANCE 04
<br />ACCORDANCE wTH THE 2o20 (7th EomoN) OF THE ruoNu BUMMING CODE.
<br />DESIGN WIND LOAM SHWA BE DETDRMINEo AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,
<br />FOR A WIND SPEED AS REQURED BY TINE JURMOL70M WHERE THESE SHUTTERS WILL, K INSTALLED AND
<br />FOR A DRECTDNALIFY FACTOR KO-O.BS USING ASCf 7-16 AND SHALL NOT EXCEED THE MAXIMUM (&SM.)
<br />DESIGN P6ESSURE RATIOS INDICATED ON SHEENS 25 a 26.
<br />R ORDER TO VERIFY THE ABOVE CONIxf1OR ULTIMATE DESIGN ,WIND LOADS DETERMINED PER ASCE 7-10
<br />SHALL BE FIRST REDUCED TO &&a. DESIGN WIND LOADS BY MULTIPLYING THOA BY 0.0 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 25.
<br />1
<br />1 ORDER TO VERIFY 1f1AT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x SYJW"
<br />W ALLOWABLE STRESS FOR MIND LOADS WAS ME USED IN THEIR ANALYSIS FASTENERS SPAONG TO WOOD HAS BEEN
<br />OEMMKO IN ACCORDANCE WITH N.O.S. 2015.
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MDfrO ED CODE AS PER FENESTRATION TESTING LABORATORY, INC. WPM / 2032. AS PROTOCOLS TAS-201.
<br />TAS-202 AND TAS-203.
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED O4 THE OUTSDE Of THE OPENING AE.CESSING THE OPENING FROM THE
<br />MW W/O THE USE OF A LADDER OR LPT INS APPLICATION IS VA410 ONN INSTALLATION IS INTENDED M K PERFORMED
<br />FROM THE WSW OF STRUCTURE.
<br />3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUIME HUNG WENT INSTALLATION 5 I K SINE WIDOWS REOtIREO O
<br />PERFORMED FROM THC 04310E M STRUCTURE.
<br />4. SINES 2000 INSTALLATION IS APPUCwRE 10 SINGLE AND Od1RE NUINC AND HORZONTAi SuDERS STYLE WIDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />S. ALL ALUWNUY EXTRUSIONS 70 BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />I. AU ALUWNUM SHEET METAL USED AT CLOSURES SHALL. HAVE 3105-H14 ALLOY.
<br />7. ALL STEEL SHEET METAL PANELS SHALL. WALE STRUCTURAL QUALITY STEEL. ASNA A-453 ORAOE 50 Min., GALVANIZED STEEL
<br />DESIGNATION w/Fy- W.5 Am (AFTER ROLLED).
<br />6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AMP SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />50012 W/ 50 1W WELD STRENGTH AND 60 bl TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />B. BOLTS TO DE ASTY A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. WITH 36 MIN MINIMUM MO SIKKIM.
<br />M ANCHORS TO WALL SHALL BE AS FOUDWS:
<br />(N TO EXWK-. P2rrO CONLRETC
<br />1/4•P TAPCON ANCHORS AS MNIJF&-AED SY ITW. BULDEX• PC (ION, VC-31112 PGA..)
<br />1/4• P X 7/I' CALK -IN ANCHORS. AS MANUFACTURED BY Great INC- (MIN V .S100 Pao)
<br />114-10 rANELAATE FEMALE f0 A PAIEL.VIN E PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSiM1CTK)N PRODUCTS-
<br />(1'C-3350 PAL)
<br />AT) MIMMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELYATE
<br />FEMALE 10 a PANFLUATE PLUS,
<br />0) MINIMUM EMBEDMENT OF 1/4.0 X 7/6' CALK -IN ANCHORS SMALL BE IS 7/I• INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SMALL K PERMITTED.
<br />1/4• 0-20 SS SDEWAK DOLTS ISCD SHALL K LONG CNOUGH(SHOULO ANY FINISH MATERIAL EXIST) TO ENGAGE 3/11-
<br />I/TO ANCHOR&
<br />A3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGC SHALL
<br />K AS MENRINED IN AI) AND IN
<br />(B) I0.i T�4E EGErRFTr elOc[ WA
<br />1/4' P TAPCO/ ANCHORS AS MANUFACTURED BY 1 T W BUILDFX. INC
<br />1/4' P X T/B- CALM -IN ANCHORS, AS MANUFAGTURM BY DtYIAU HNC (rm-ISOO p.WI,)
<br />114-10 PAHELJIATE FEMALE ID AND PANELwTE PLUS AN.*M, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS (rin-2071 psi)
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<br />ROCK SNAu K 1 1/4-
<br />6.2) MINNUM EMMMMEW OF 1/4'N X 7/6" CALK -IN ANCHORS SHALL DE IS 7/0• INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MAIERAL SHALL K PERMITTED.
<br />1/4' 0-20 SS 'SIDEWALK BOLTS USED SKALL BE LONG ENOUGM(SNOULD ANY I110ISH MATERIAL Ex" TO
<br />ENGAGE 3/4- INFO ANCHORS.
<br />&3) R CASE THAT PRECAST STONE. Ott PRECAST CO WIM PANELS BE FOUND ON THE E%ISTMAG WALL,
<br />ANCHORS SHALL K LONG DIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS: ANCHORAGE
<br />SNALL BE AS MENTIONED IN B.,) AND IN 6.2).
<br />(C) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUfACT11RE/1.
<br />IT IT SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER
<br />IS TO BE ATTACHED TO ENSURE PROPER ANCHORAGE THIS SHUTTER VULL ONLY K ATTACHED TO CONCRETE. BLOC(
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK AI. SHUTTER COMPONENT EDGES WHICH REMAIN R CONTINUOUS
<br />LACY WITH THE &AGING 10 PREVENT WRD/RAN INTRUSION CAULK AND SEAL WRITTEN TRACKS AU. AROUND FULL
<br />13. STORY PANEL INSTALLATION SHALL COMPLY WITH SPECS INDKATED IN INS DRAWING PLUS ANY BUILGNO AND 1ONM0
<br />REGULATIONS PROVIDED B< THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />14 ATRIUM WINDOWS AND DOORS, INC. E - Z HAND STORM PANEL SYSTEM" IS PIATDB R2oING
<br />15 (A) THIS PRODUCT EVALUATION DDCUMEM (PCD.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRODUCT; I.U. WHERE THE SITE CONDITIONS DMATE FROM NNE P.r-D.
<br />(6) CTHIS ONTRACTOR
<br />N THE �PURCHASE �VETION CCMSAFETY OODUCT USED OIRSPLNSIBLE O PROVIDED IE/W DOE NOr DEVIATE FROM INCONDITIONS D N
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON99UTV'.
<br />(C) THIS PRODUCT EVALUATION DOCUMENT WILL ENE CONSIDERED INVALID IF MODIFIED.
<br />(I) SIZE SPECIFC PROJECTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WELL
<br />BECOME THE H:FDINFER OF RECORD (E.O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE PE O. fU4GIlEEN OF R[CORO ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SAALI.
<br />SUBMIT m THIS LATTER THE SITE SPECIFIC DR40042S FOR RCAEW
<br />(A)>CORPDET H1ATBHNrE DATE ARQ OR,CI4At SEAL AND SIOMTUIE OF TMHE PROFESSOAI DIOIEEA OF
<br />1e. STORM PANEL MANUFACTURER'S LAIR SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN
<br />ACCORDANCE WITH SECTION 1706.6.3 OF FLORIDA BIILOW6 COOS. ONE LABEL SHALL K PLACED FOR EVERY OPEMHO
<br />LABDJNO TO COMPLY WITH SECTION t706.6.2 OF THE FLORIDA BUILDING CODE.
<br />PANEL INTO POURED CONCRETE OR CONCRETE BLOCK
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