|
----- --- ANCHM (SEE SECTIONS ON SEATS 17. 14L 19 6 20)-- - --
<br />3• YAx. SA/17. 4A/1t. SA/TS 301. 41VI7, ip/14 Y MIAXL
<br />+• MIN, 6AW/rD, tAM/» t 6Nw/XD ssr/+6. 76w/19 9 WIr/y9 1• WrI�
<br />1 0 0 C G O `•
<br />I (� i I DOITI I i I I I p
<br />•� iLA" °' "M
<br />MAX.
<br />i I + rrie:t}•7 `a3. ItL- I _ . _ r i �- PANEL LD41H
<br />tl •DAY Rat'"' - t _ _- _ ,�. __� (SEE SCHEDULE)
<br />wR 1 ` Dabas i y. I
<br />V I.
<br />T I � �f- � �
<br />-T-'-i
<br />l
<br />Q. , LA/,7. Wt7. WL/19 wM MR A1IBT 6 WM 3yt7. 44/n, q/14
<br />jl. MN ww/TR 7AIr/D t ww/SD 69w//9. 7w/» a ■w/m i� wi.l
<br />(SEE SECTIONS ON SHEETS 17. 16. 19 R 20)- -------- --._.-
<br />OPTION j#2 FOR LIFE SAFETY STORM PANELC1i ELEVATION
<br />SOME 3/16•-1- 1/r Awl aA
<br />SECTION A -A
<br />SCALE 3/16-.1-
<br />1 1 ',NJ ; ti- ; . ..L I I
<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.-W
<br />2 3/4'
<br />UNBOLTED
<br />A r O.C.
<br />TIOVAOED
<br />r WOOD
<br />TAPCON • r O.C.
<br />R OH AT W000
<br />080
<br />GUY
<br />l ,
<br />OLVAOM
<br />1• IIw. IxAss ONE 10�M LE
<br />PAINT LENGTH W OQT TO t• Wa
<br />(SEE NOTE I BUD" PANEL UENG,H
<br />ve � , - (SEE NOTE + BELOW)
<br />a IAQ�EIT 1/4.4-2a1.
<br />e s NUB W/
<br />� 7nWr .
<br />I , I� r • 3/32woo NUT j I, !I 11 SZ' waNO
<br />i I I { TASTER • 12 1/2' O.C. i �'' I� F(I1t IMdiEfl (afll'UO)
<br />-- t aWr rAPcaW� sTru6i c 11 i I I! lY!T{eDDnE'Po■w% snDj a
<br />w l ICI. 1HAFAED W�1 1/y MW. THIEADLD
<br />PETEiV. AT YDwOTM - Pbi7SLiON A IMIOTH
<br />OF PLATE OF RATE
<br />-iN' wo00 PLATE `.----.YN• woo0 PATE
<br />SCALE 3/r-I" WALE 3/9--T'
<br />r7,P'
<br />I. WSIALAMS ARE ONLY WILD FOR BLNDO1M WON Aso Dom LOADS
<br />UP TO +Deb, -72.0 PSF AID FAEL'S LENGTH UP 10 07-67.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MOWN To E SOUTHERN
<br />POE NO. 2. w/ SAIDdnc DENSITY OF 0b5 OR EAMAL
<br />IBl
<br />SCAB 3/r.1
<br />/4�F TwGon D r oc
<br />Y , 1 • YN. 1»EAOED
<br />Ar woOD
<br />WADER
<br />i
<br />)
<br />v M_
<br />PANEL LENUM
<br />r - - (SEE NOTE I BELOW)
<br />•r=
<br />r WOW
<br />ExSTWb rP, aDYANtON
<br />,L• w atASS __ m 4uwALI
<br />_
<br />PAL WI M IN W m NE.10
<br />(SEE NOR 1 VIRGO
<br />1/4-0-200•
<br />sLIL "e. w
<br />iANfi MXT3�f
<br />i
<br />i
<br />'�7O.S/ 7N0 NNT w/
<br />\`tn'.W3/s2' raG NUT w/
<br />9 u T/2' OG
<br />FARO/ IS r O.C.
<br />own A Ie0w0T11
<br />1 '`
<br />11 RATE
<br />'WOOD PRATE
<br />•
<br />:u SCALE Mr-1"
<br />FLORIDA BUILDING CODE
<br />COMPONENTS FOR SERIES 2000 4EL 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1-)
<br />----.72.000' (EiiDCTIVE WOiH)-- ,
<br />�. _4 1/4._
<br />OAw MIN TACK 3b
<br />EDGE ,
<br />2. . TYP. `. A57Y A-LO A
<br />E OIMOE 90 MOLLW METAL
<br />LgTAL A Nl ,
<br />© STORY PANEL
<br />✓
<br />►ANEI:S END LIP `..-✓-
<br />W/ HEMMED IDOL'J
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER • ENDS OF PANEL'S
<br />END UP W/ IIOAMED EDGE
<br />(N.T.S)
<br />I 125•
<br />8
<br />L
<br />l-3, AIOx.--i
<br />O7 3"w33w_UUax,i ALUU_ ANGLE
<br />O REVERSED Whw TRACK O3 REVEnM WUW TRACK
<br />- .7a0• -
<br />r
<br />b13•,
<br />t-
<br />.125' tom'
<br />A 4 3.750
<br />S I
<br />2.00r 2.000•
<br />,2s' 770•
<br />� TJ � .125•
<br />�2.000•� 117p) ......_.-____.e' Max.--___„ __--'
<br />4O Nlit= QS © 2.X5.(Yioxs) ALUM_ ANGLE
<br />1 1 4 M
<br />B06T-TO Nurn. ALLAY
<br />r
<br />y50• on.
<br />R7p.)
<br />I
<br />STOP Lim
<br />11• LONG
<br />600-T5 Num. ALLOY
<br />_ Ij4' MARGIN ANCHORS
<br />-wroe
<br />INSTALLATION DETAILS FOR OPTION
<br />A2 FOR LIFE SAFETY STORM
<br />PANEL SYSTEM
<br />f 1/{' TAPCON WR1gRS
<br />ISrat
<br />INTO EXISTING POURED CONCRETE
<br />1 a• TAPCON AlIOIORS
<br />��roe
<br />OR CONCRETE BLOCK STRUCTURES
<br />r TAP'CON ANCIIOIS
<br />j roD
<br />POURED caNCRETe, `
<br />6`°GI` "E°uva° r tl
<br />1
<br />POURED rnNCTET>`
<br />On
<br />°`°el` tr°`AE° ({'- -,
<br />PouED caNUETE.
<br />eioa ECOM"°'Ewl�leD �1
<br />1
<br />, . ,..
<br />PO{IED ooIREET�
<br />ON
<br />sum 1aouwm i F c�
<br />I
<br />y
<br />1
<br />1 � T
<br />RANI 4M ,j gar.
<br />aWlMAia
<br />I � V
<br />I
<br />if if
<br />ILLAN r/wY • 1
<br />r�I Ilan I '
<br />1 t
<br />1
<br />Lie E.D.
<br />e'r a 3/32' WING MR -�'17 �7/6'1 1/1. wm k
<br />m
<br />• 12 1/2. O.G C&N. 7AlI WAGNER (eeYgp)
<br />�TAPCON ANCHORS - 1 1' INK= ANCHORS
<br />(srIOt701ED W/ 57UD) �(STI omm W/ STD)
<br />L-SLUED _.Y.OIAED CONCRETE
<br />on CONDOM OLOtx KA CONCRETE EOCf
<br />RD3U■D REQUIRED
<br />WALL ION
<br />e RE
<br />SCALE 3/6--1- SCALE 3/R'.1•
<br />fE IC tO 6 uL rDR ANOOM TYPE !
<br />ALB" TOR
<br />Ile.
<br />SPUN
<br />1MNGID I INrNNDtOrM IIID WDeD
<br />r ANLIWN arWMW A)
<br />3
<br />LI
<br />NwE RANCHO
<br />TOE OSOIIA:E ARE lIOWY6M W 11M
<br />anNORc umx E CNM#ANCA IWID IS IS
<br />•M.IN110 OommIle 60
<br />3
<br />SONED E POI EA LESS I" IIYCAIED ON
<br />swmu elD n Now OV"o By
<br />LAtR1'MO 1PACOl6 lIIOIWI ON IOMUILE
<br />R..1i.{ y„ya w ONl
<br />3
<br />AAR Y
<br />NAM
<br />/F THE FOUAMAG FACOIS. MOT! INS
<br />04WA N 70 E MINIMAL IBM=
<br />1 I/Y
<br />�•
<br />-
<br />'�'------
<br />v%Cm OMwO SSIO FACTOR SMALL "m
<br />E I= TOW MDO W SPACING *MOM
<br />MOR Dow XVICHM 1YH ON "a SOHEDAE
<br />SCALE 3/0--1-
<br />L091: 1, WSW1AMMIS AM ONLY WAND FOR LAA1165 WITH A.S.D. OEM LOADS
<br />UP TO +55.5. -72D PST Me PANEL'S LENGTH UP TO 2-67.
<br />G FOR NQO WOOD rKME COISIWJCTCt WOOD VENOM TO E SOUTtWI
<br />POE N0. 2. w/ SPECIFIC DEITY OF 0.53 OR FDUTAL
<br />4
<br />IGD• I X � IE.Q• � X
<br />I Aw MIIAWIaN w ; I � Mk sIWWr >o � i
<br />r qI
<br />•iHr' r
<br />I ,
<br />i I
<br />•10..j ( I GLASSi
<br />1 I -
<br />H ��I CCCAAAlll
<br />I t
<br />I
<br />1 �
<br />� E.li.• I E.Ii.•
<br />L
<br />I +/2• -. t 41-2A7 aS,i. VS` w/ ', I/2' - I f 4'A-2GI,
<br />/r9x3/SY ISO NUf WIER
<br />�y • t2 1/2' O.C. ' I (BEYOND)
<br />�+ ♦ TAPCON ANCIIDR6 1 1 {• TAPCON
<br />4 1/r O.G.
<br />• 4 1/r D.C.
<br />PtlM CONCRETE - ROILED CONCRETE
<br />0R CONCRETE BI= OR CONCRETE BLACK
<br />FAXKMMWALL MOURPNO
<br />EgEED
<br />�� IIL_:YI�E LWALL HQUW" �LI�DQ[l
<br />AtlEL
<br />SCALE 3/6•-1• SCALE 3/r.1-
<br />• r O.C.
<br />THREADED
<br />WOOD
<br />Nx OBNW1Ox
<br />(>S/•�ID GLASS
<br />i
<br />DOSlog
<br />Nm. GUIBS Mm. i7'
<br />. LOGIN
<br />� ) v.•P-2G.,• I i •'-� 1 (SEE NOTE I KIM)
<br />/IM10 PAIELlA1E V '1 1
<br />• 6 1/4' O.C. W 1 7/6• 11 WIN. THREACIED
<br />0 MU&WH OF PLATE
<br />e UM SAFETY PANEL
<br />IL SCALE 3/9r-1• •. �.
<br />YS. W/
<br />MIT WASHER
<br />---' --' -
<br />. .
<br />P�AALIEDU�NMMTr[E (FFP)
<br />L3•�.
<br />Ym.
<br />I
<br />i
<br />SEE CDR 4 IElOW-. g[w.r-i
<br />- FOR COrIOER MOMS: RQ El Y6.
<br />- MEN
<br />1' Ma ,,SSEEE 3
<br />SGMAL tW AREA 23t FOIL I000 SCII9': 1.
<br />011 U) w/ OR w w ' ® SEE SEC'-- - -- 16
<br />Epp-ry---Ir-._1
<br />ZNRIROR PAIEIZI lIr I T/r'.
<br />,r
<br />•� NW+
<br />•
<br />70OW
<br />• LAST 1A/IEL t0 E OSTAl1ID ATSAiN
<br />ALWAYS IF PROADEM,
<br />tAtT PA4L TO E OMTAL ED AT EACH
<br />01'DWIG AWWS E MONIED tI/
<br />EMATION FOR SIERIESAM
<br />TYPICAL M"ATION FOR
<br />IF PTE ALyED FROM r10N
<br />-
<br />60ALL - 1'
<br />WRNDED E WAAl®
<br />MZASIAE OF SIHANDLEMICRZE
<br />- Z HANG STOffid PANEL
<br />fONL - 1•
<br />DowTYPICAL
<br />or STRUCIURL.
<br />1/4' GIN. DM
<br />1/4' CNN. 4W
<br />i/1' Hlsr. MP I/1• N.a. tIM -j'
<br />RIR®W/0R1`/WS•®
<br />1ar
<br />SECTION 8-0 PitrAN0:1Od7gN
<br />SECTION A -A
<br />SOME 31W . I•
<br />D7 0
<br />mu ww - r
<br />(1). DEFINITION OF SMR M I000; E - Z H N O STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />lIO LL.,
<br />MOM AT TOP 6 PAE,3ATE PLUS OR 15• LONG
<br />(1). DDINITION OF SERIES 20M E - Z NAND STORM PURL SYSTEM CONSISTOO OF PANEL +
<br />%AT 80170111 W/ PANELLATM
<br />Cart TRACKS 70P 6 BOTTOM.
<br />(2). END PANELS SHWL ALWAYS K OOrINEC1Ep 10 OO�WD SILT WALL BY MEANS OF
<br />(2). PRIERS SALL AUNNYS E 001INECTED 10 BOTTOM TRAGIC OTHEDAWK A STOP BAR
<br />SMALL K PROVIDEDAT TOP OF SUCH PANELS.
<br />PAHELINTES OR. F USED , mm, It 8 TONG "BYJ STYCK AT BDROM. END PANELS
<br />SHALL E COHIEDTFD 10 (2) W/ //4� L/,IW.1/ 7 //3322
<br />YION' Aft OR 1/4•P-20a3 YN. YIL71 ONTO 7APPEDtWIEPT A9
<br />(3). F END P NE CORM B BOTTOM rRAbL, LON�ECTION SHALL CONSIST OF
<br />DESCRIBED ON NOTE (3)
<br />/LS
<br />1 44�2ox3/4' MS. W T r1.3 WAND DIRT oR , s'MW3 4' MML THUMBSCREW
<br />(3). FOR CASES WHEN END PANELS ARE USE JOITLY W/ 15• LONG TRAQ(.® AT
<br />PTO TAPPED BOTTOM Oi FASIOIERS Y AT EITHER OF TWO
<br />-
<br />E7TIEMOR MT FAVORS OF END PANEL
<br />BUT END PANELS ARE NOT CONrECTD TO BOTTOM TRACK (�J H7cL STOP BM
<br />S/YLL LA PROVIDED AT TOP SUCH PATERS.
<br />(4). W CASE TNt [ND PANELS ARE NO7 CUIIECim TO BOTTOM TRACJ( s. A STOP BAR
<br />S ONLY USED AT 77pppp)) AT RESIST TWO iV TENS SHNL K CONNECTED�TO BOTTOM TRACK
<br />WHEN N
<br />(a). FOR INSGLLAlIONS WREN DD PANELS AND SOME TNIERIOU PANELS ARE DIRECTLY
<br />MOUNTED TO OF
<br />USIK: SPECS ROTATED ON HONE (3) ASOK. IN SUCH CASE. CONNECTION OF PANELS
<br />JOI TLYFD(LOWWq
<br />tD BottDY TRACK MAY OCCUR AT ANY PANI1 LOCATION.
<br />M. SEE SECTION 1'. 3' 6 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25.
<br />PALUSED
<br />SIOEI ON E'�LLV�A � MMIX�R7�TO
<br />tE2•
<br />TOO//C�1�(,, I� /
<br />Mn. EDGE DISTANCE. FOR THIS ITT PANEL USED Y W7 (2) 0'I
<br />NOT NEED TO K OONIECTED ro BY ANT' TRIMS. TRACK SHMll EEE NS7Alm
<br />THE
<br />TEEM TH`AONVW ADANCENI EYAWEDMBY %. NETT 6 ROM SOE OF PNI[L) HAVE
<br />FLORIDA BUNABNN CAGE (NIMh VNODIH HurrkaM
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1 4- TAPCON ANCIgRS - �1• I".ANCI.
<br />-��y7LI r D.C. _ • r O.C.
<br />I ail` / \"1I
<br />t�W
<br />Nus
<br />tlWa tq , ;
<br />�
<br />fl
<br />S
<br />14-,0•. pomw OE PLUS W/
<br />06 /610 a 3/32' ONO NUT WARIER
<br />lulm
<br />W&AM
<br />WALL MQYK
<br />Y !'dl>WIN
<br />SCALE 3/r-1•
<br />» 6 AL ANLTOR/ •
<br />Aloes IWB
<br />I/r.
<br />1/4'b
<br />vrm
<br />WPMUNIT
<br />OD
<br />SIPAaO IN OELYA110114 RRO WOOD
<br />T
<br />ION AIINR �M
<br />X
<br />]
<br />MORE 61LMB.
<br />ma MOWN OCCA M ON THIS
<br />•NIZOWRI 6.•)
<br />3
<br />3
<br />f01laLaL AGO Z.O. UM TAW NOIOAIM ON
<br />SLTMIAZ MU ANCHOR SPACING W
<br />AATRYOD OVA= DHOW ON smmu
<br />NAAWy p ee w W
<br />3
<br />3 I/Z
<br />ARIL n DIE Now
<br />IIOLOW
<br />IN M PIUOMO NOOK. FOR IRIS
<br />ORISON M E MMLE. FMUM
<br />1 I
<br />i
<br />_
<br />3 1
<br />-
<br />WNW W&MOD UMIO FACTOR SIMLL NOT
<br />E UM TWA MMM SPOONS BOCI FD
<br />POD OCII MOON TYPE a 749 soma
<br />3
<br />-
<br />F N11AEt i s
<br />I • .y
<br />I pSB
<br />H _ I � ltyDDy1lI�ffHl1
<br />II : '
<br />E.O.• , �..
<br />+ J
<br />••14-+04 PAMUMATIE PLUS W/
<br />0 a 3/32• W94 MR WASHER
<br />(EWOND)
<br />-CONCRIM
<br />n BLOCK
<br />REQUIRED
<br />:-SCALE 3/r_I.
<br />Hurricane
<br />fIIRRRiMI MDEESr VYr1 E-2 IYIE erAaYl !MI@L
<br />I. E-I HANG STORM PANEL SOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS KEN VERIFIED FOR COMPLIANCE IN
<br />ELI) MINRRUMI DABEOL NT OF TAPCON ANCORS AND PA ICUATE FEMALE D 6 PANEINATE PLUS IRO CONCRETE
<br />ACCORDANCE WITH THE 2OW (7th EDITION) OF THE FLORIDA BUILDING CODE.
<br />BLOCK SMALL BE 1 1/4',
<br />DESIGN WPM LOADS SWILL K DETERMINED AS PER SECTION T620 OF THE ABOVE MENTIONED COO,
<br />8.2) M MMA DOMMUe Or 1/4•0 x 7/r CALK -IN ANCHORS SHALL E S 7/r INTO CONCRETE.
<br />FOR A WAND SPEED AE E,GUMED NT TIE ANRISOCIION WHERE 7FESE SKITTERS WILL E WSTALLEO AND
<br />NO EMBEDMENT INTO ANY FINISH W/ERW. SHALL BE PERMITTED.
<br />FOR A pA[CIIONAUIY FACTOR -0018 . USING ASCF 7-16 AID SILL NDT IXCFED 711E YAXWW (A.S.DJ
<br />1/4• I-20 SS SDEWMX BOLTS USED SHALL E LONG ENOUCH(SHODUD ANY FM9H MATERIAL COST) TO
<br />DESIGN PRESstIRE PAYIKS IIOICLTED ON SHEETS 25 6 26,
<br />ENLACE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS Dt10RYI m PER ASCE 7-16
<br />SHWA E FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MMTftYINC THEY BY 0.6 IN ORDER TO
<br />9.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS E FOND ON THE EMITTING WALL.
<br />M COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 26.
<br />ANCHORS SHALL E LOW ENOUGH 70 TEACH THE MATH STRUCTURE BEHIND STITCH PANGS. ANCHORAGE
<br />SHALL E AS MENTIONED W 9.1) AND W 02).
<br />W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON INS PLO. AS TESTED WERE NOT OVER STRESSED. A 33M INCREASE
<br />IN ALLOWABLE STAM FOR WIND LOOS WAS 904. USED W THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015.
<br />(C) AK710RS UL K INSTAURECOMMENDATIONSWING ALL OF THE RECOMMENDATIONS AND S+ECFlGTIONS OF THE ANCHOKs
<br />MAIWSMILE
<br />PANEL'S ADEOIACY FOR IMPACT AND FATIOUE RESISTANCE HAS BEEN VEWBTED W ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 201L AS PROTOCOLS TAS-201.
<br />11. IT SHALL E THERESPOS6R.m a THE CONTRACTOR 10 VERFr THE SOUNDNESS OF THE STRUCME TRIFLE SHLRIER
<br />TM-202 AND TAS-203.
<br />15 70 BE ATTACFRAMHEDTO VSUREPROPER ANCIORAOE. THIS SHUTER SITYL ONLY E ATTACHED TO CONCRETE. BLACK
<br />2. THISSYSTEM HAS BEEN DESGIED TO E INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE
<br />OR WOOD
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS WTENOED M E PERFORMED
<br />12. THE INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL S UYTER COIPOEWT EDGES MUNCH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACT WITH THE BUILDING TO PREVENT WID/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRUCKS ALL AROUND FULL
<br />3. SUM 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE MUM STYLE WINDOWS WHEN INSTALLATION IS REWIRED ID SE
<br />PERFORMED FROM THE INSIDE OF STRULRLMC
<br />13. STORY PANEL INSTALLATION SHALL COMPLY WETH SPECS INDICATED W THIS DRAW" PLUS ANT LAL.ONG AND ZONING
<br />4. SERES 2000 INSTALLATION IS APPLICABLE t0 SINGLE AND DOUBLE HUNG AND HDRQONTK SLIDERS 51YtE WINDOWS WHEN
<br />FEGUATONS PMADED BY THE IC ION WHERE PEW IS APPLIED TO.
<br />OWA LATION S RODUOn TO E PERPORMED FROM THE INSIDE OF STRUCTURE.
<br />14. A7MUA WIDOWS AID DOORS. INC. E - I HANG STORM PANEL SYSTEM- IS PAi.E POgq.
<br />5. ALL MISSOURI EXTRUSIONS TO E 6063-16 ALLOY AND TEMPER. (UN ESS OTHERWISE NOTED)
<br />15. (a) THIS PROD= EVALUATION pOCLNENF ro.E,p.) PREpMEO BY ATE DNONMR S OEM A,O DOES YOT DOOR£
<br />AM
<br />INFORMATION FOR A SITE PAR I./. WHERE TIE STE C01gROH5 DEVIATE FROM THE P.E.D.
<br />S. ALL AUAW" SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF
<br />7. ALL SIM BEET METAL PANELS SHALL WAVE STRUCTURAL WARTY STEEL. ASTM A-653 ORADE 50 MA., GALVANIZED STEEL
<br />TINS PRODUCT BASED ON THIS P.EO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 5B.S AM (AFIER ROLLED).
<br />THIS DOC IMENT. CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY
<br />ITY.
<br />6. ALL SCREWS TO E STAINLESS STEEL 304 OR 316 US 5E7E5 OR CORROSION ROMTANY COATED CARBON STEEL AS PER DW
<br />W T»S PRODUCT EVALUATION WCUMENT WILL E CONSIDERED AWAAUD F MODIFIED.
<br />500/8 W/ 50 AWN YIELD STRENGTH AND 90 W TENSILE STREWGFH 6 SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.14.
<br />(E) SITE SPECIFIC PROJWS DIAL K PERMED BY A FLORIDA REGISTERED ENGINEER OR ARONTECT WHICH WILL
<br />9. SITS TO E ASTIR A-307 GALVANIZED STEEL OR ASI 304 SEA" STAINLESS STEEL. CORN 36 to MINIMUM YIELD STRENCM.
<br />BECOME THE ENCHEER OF RECORD EAR.) FOR THE PAO.ECT AND WHO WILL K RM-06W FOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF ACTING AS A DEU.F.GOIEO fl4GNEER TO THE P.E.O. ENOIEER. SMALL
<br />ORS 10. ANCH70 TWILL SHILL E AS FOLLOWS:
<br />STINMI T To S LATTER THE SITE SPECIFIC ORNW" FOR REVIEW.
<br />W
<br />(A) THIS PEG. SHALL BEAR THE DATE AND OR OMM SEAL AND SIGNATURE OF THE PROFESSIONAL DOMINEER Or
<br />- 1/4•0 TAPCON ANCHORS AS MAINFACTURED BY I.T.W. KRUGER, INC. (UK re-3192 P.•.L)
<br />RECORD THAT PREPARED IT.
<br />- 1/4' • x 7/r OINK-W ANCHORS. AS WMFACIURED BY DEMALT INC. (YIN. f'gJODO p.WJ.)
<br />- 114-10 PANILNAATE FEMALE D 6 PA/ELlA7E PLUS ANCHORS, AS MAMIFACTIUED BY E1.00 CON57MNLTIOq PROOUK,'T5.
<br />16. STORM PANEL MANUFACTIMER'S UMBEL SHALL K LOCATED ON A READILY VISIBLE LOCATION Al STORY PANEL W
<br />(Po-J]00
<br />ACCORDANCE
<br />ACCORDANCE WRAP SECTION 1709.9-3 OF FLORIDA BUILDING CODE. OE LABEL SMALL E PLACED FOR EVERY OPENING.
<br />vim.)
<br />TO COMPLY WITH SECTION 1709.9.2 OF THE FLORDA BUUM COOL
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E , 31V AND 2• FOR PAELYATE
<br />FEMALE IO 6 PANO.MATE PLUS.
<br />A2) MINIMUM DAI ED►E7NT OF 1/4•0 x 7/8' CAUL -IN AMNm SHALL K IS 7/6- INTO CONCREIE. NO EMBEDMENT INTO
<br />ANY FINISH -MORAL SHALL E PERMITTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHILL K LONG ENOUGH(SCKU ANY FRESH MATERIAL EXIST) TO ENLACE 3/4-
<br />Oft ANCHORS.
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS K FOUND ON THE EIOSTNG WALL OR
<br />FLOWANCHORS SHALL E L LONG ENOUGH 70 EHE REACH TAWN STRUCTURBMWBW SUCH PANELS. ANCHORAGE
<br />�,lEp
<br />F•' A*
<br />% •CEN ••��
<br />V
<br />K AS ANWIED IN A1) AND IN A.t).
<br />`
<br />No.44167
<br />(B) M EXIMIND CONCRETE BLOCX wAiL
<br />* '*
<br />- t/{• P TAPCON ANCHORS AS YAlINFIM:IiMED E IT.W. BULOOL INC.
<br />FWRIOA BUILDING CODE II h VNoD IlMrricall
<br />- 1/4- • x 7/r CALK-M/ AtIoaM As WNUFACNNRm Bf DOIALT INC. (r-,500 p.W.X.)
<br />p
<br />�iN`,•• - E
<br />WHIN *AM m20
<br />OABE OALVAMZEB STEEL PANEL
<br />`
<br />- 01•-+0 PANND.IAIE FEMALE D AND PAINELMATE PANS ANCHORS. AS YANUFAt:RUtm BY ELCO CONSTRUCTION
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