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--------ANCN016 (KE SECTIONS ON SHIEETS 17. te, Ie t 20-- - ..---. _--
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<br />/I�• 7AISIMI I OR6 (SEE DEc71aa 1 16, l0N 90)"1's �.--_ I
<br />OPTION J2 FOR LIFE SAFETY STORM PANEL(l) ELEVATION
<br />SCAM 3/le- I' 1/f NAIL W
<br />SECTION A -A
<br />SCALE 3/1r-1•
<br />MAXIMUM AS.O.
<br />DESIGN PRESSURE
<br />Max. PANEL LENCTN
<br />L (ft)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (D•e.f.)
<br />(SEE SECTIONS)
<br />TO ClAA55
<br />CONDRgN
<br />+55.0, -72.0
<br />8-8'
<br />2 3/4"
<br />UNBOLTED
<br />IrO.C.
<br />THREADED
<br />weoo
<br />N• rD.C.
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<br />1. 1MTALMTOS AK ONLY VALID FOR OU LMM WITH A.S.D.
<br />LP To +m,6, -no PST AND MAEL'S LENGTH UP TO S•-r
<br />DOPM LOADS
<br />�:�
<br />: 4
<br />�•
<br />2. FOR NEW WOOD FMW CONSTRUCTION, WOOD MEMBERS TO K SOUTHERN
<br />PIKE ND. 2. W/ SPEW KNIM OF 0.5e OR YOWL
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<br />16 W/w
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<br />S.S. MA
<br />MHO NII
<br />COMPONENTS FOR SERIES
<br />2000 k 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1 )
<br />___.. ____._ ____-.__..
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<br />�2
<br />PAWS END LP I
<br />W/ NEAOIm EDK.'� J
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED COINER • Oft OF PANEL'S
<br />END UP W/ HEMMED EDGE.
<br />(N.T.S)
<br />gI
<br />8
<br />�3
<br />L j
<br />H--3' MAT..--N
<br />O7 3Wn3M(•Vpg.) ALUM_ ANGLE
<br />i._
<br />O STOP MR
<br />IT" LONG
<br />003-T6 NRh. MAW
<br />•rO.c.
<br />r�
<br />HHI. pIIAYWN i C
<br />POM LENGTH
<br />Da NOR I SFLOw)
<br />O MERM 'IEw TRICK © REVERSED 'U' TRACK
<br />.613•• I
<br />.1 O•
<br />h - r
<br />s ooD'
<br />O © 2-TE3w(Ma%:,) ALUM- ANGLE
<br />1 1 4
<br />6061-76 ARh. ALLOY
<br />KIIR'100he
<br />INSTAIIATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TL•• TAPH`AH ANCIIOIIS i •• TAP'CON ANCNOwe '!s• TAPCON Awu101M 1 P UPCAN ANCNaws
<br />oil CONCRETE
<br />■DCI R \ BLOCK DIMMED �i 1\ owmxw I 1\ KOWRO i 1 �.
<br />"i 7
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<br />MM KIT WASHER
<br />]/3E' WwH6 AIMI �-Evy �JeY �,�• 1,wp i w 12 1/r O.C. i ' I (envND)n w010 wr wAeNEw
<br />• 12 1/2. O.C. j C�ml Nur ,IFAINeD lwLrOND) I j
<br />TAPCON ANCHORS f 1 /• TMCON ANCHORS I �. 1 1' TAPCON NI04M 1 /' TAPCON
<br />_.. ..7 1 1/!' D.C. -�s 1/2• ot. -�• 1/r D.C. • 1 1/2* O.C.
<br />�(p (•tAR6.1Im W/ OW) (STADOEK9 w/ SPA)
<br />TO EDCal AflA OCK -. MNp1ETE 0.00t ! gACN '....._ CM'W'S
<br />IE
<br />RLOwLO.
<br />IIiALL Y TO!!
<br />SCALE 3,W-1- SCALE 3/s--1• SCALE 3/6•.I- SCALE 3/r.1-
<br />1e • >p FOR wane IYK •
<br />ANHSMBR TIPS
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<br />ROIL .aTAILATDMI INTO ,Tao
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<br />01110411001 TO K POKINE. Rm1AwD
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<br />FOR EACH Mom T?S am THIS Solna
<br />A.
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<br />31
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<br />014-10 PAIR
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<br />MIN. 11NWAK
<br />AT MOMTH
<br />WALL MMUM Ion
<br />SCALE 3/6•-l"
<br />Wts
<br />INSTALLATIONS ARE ONLY KAUD FOR SIALGNOS WITH MIA. ISO/ LOADS
<br />UP TO +OS.S. -72.0 PSF AND PANEL'S LENGTH UP TO e•-e•.
<br />2. FOR NEW WOOD I%" CONSTRUCTION: wCOI MEMBERS TO K SOUTHERN
<br />PINE ND. 2. W/ SPECIFIC DENSITY- OF 0.66 OR SOCIAL
<br />r a¢ r A�M.'1 ---1i iPIT wTrerWilaoio Ir D.
<br />Goo
<br />WOOD
<br />_ ro olm"
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<br />NUT
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<br />LWE SAFETY PANEL
<br />a!�'���.CEN•.Cwr
<br />BOLE 3/8--1-
<br />3- Mo. 2•/24 V/24 CM HOW 3 HTILOe7
<br />I• MwL oeNLwEW ANwHGM •'7n. r r.,.
<br />f•K saHmuL a war WWI 1• MM.
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<br />Wa TOE 1 A 4 S00HN as Rai 2. A . O10e I es 3. 4 /
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<br />L_ I $0 nOR 4 SDOw.. _. rON txwWa AaDOW�ISO BILDN"On - 2' LpC/0�,(•t--•-tr-i- -) _ _.FFAw71E�M110i1O[ (NHL)
<br />'' i•ti fQ sociw 04 INKY le 1• �4 1i2• 1 1/E•I AT END PAI n011
<br />Igl N01[ 2 .- p1®w/ OR w . ® IS -
<br />LAW PV " LAE PAEL 1W K NSTALM AT EACH
<br />3w0lDAw W 1 ( A K K Aym A MACH REAR W JlL jK NETAAAT
<br />KAR NADL[ m FXCUTAT[�OD� w/�TYI.aDta SNm01L�YIx�AUD hHOM
<br />E-z HMG STORM P"ANIESYSTEM OdIK K STRUCTURE. ARIDM[IF NiATDN -
<br />w2M2 31W - r so" . t
<br />1/4' ,Lei OM A...1/4• Do. OV 1/4'MAY. w $/A-N•+. GAP--i -
<br />a®'Va-®•®
<br />SECTION 8-Ba-B XT`DN' owHw' °M
<br />(9. eE6W0ON Hx a Ml = E - Z WANK' STORM PANEL SYSTEM CONSISTING OF PANEL
<br />AMLLJ* TRACKS AT TOP /t PA1E13AYE PLUS OR tr LONG
<br />(1). DEFINITION DE E - Z M A NG STORM PANEL SYSTEM CONSSTIKG O• PANEL ♦ (FJ^T BOTTOM W/ PRImLFM7[S,
<br />COAL TRACKS TOP W BOTTOM, (2). END PANELS SILL ALWAYS K CONNHEC1gD ro Cltlj)1NG SXL WALL 6Y IMD1N.w OF
<br />(2). 0 PA/Ea DILL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERIAX A STOP WI PANELMIUM OIL IF uSED r w/ 1e LONG 1� 1RACL AT EKD PNIFLs
<br />IQJ STALL K PKOVDED AT TOP Of SUCH PANELS. SMALL K MNEM TO
<br />AM NT OR 1/4'e-20J M(n. 7YAMIOCEi1' NTO TAPPFD�(EIICEPT AS
<br />(3). IF END PANES ARE Rp'tTdl TRACK, CONNECTION SMALL CONSIST OF oclem D ON MOTE (3)
<br />t/• s-20 7/4• M.S. W 7 h3 31 WED NUT M 1X/IA3 1• HMin, THtAIBBCAEW
<br />Nile TAPPED BDTTOMM TON a' EAETMEN 4NY �At EITHER OF TWO (3). FOR CASCO WHEN END PANELS ARE USE JONRr W/ Tr LONG , AT
<br />EXTERIOR MT RANKS OF [NO PANEL BUT END PANELS ARE NOT CONNECTED tO BOTTOM TRACK W STOP BOA
<br />SILL K PROVIDED AT TOP OF SUCH PANELS
<br />(4). N CASE f/MT DID PANELS AK NOT COIRECIED 10 BOTTOM TRACK (L•• A STOP BAR (•). FOR OWNI rO S WHEN DID PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />S ONLY USED AT TOP) AT LEAST iWD PANELS 6,IMLL K CONNECTED 7D BOTTOM TRACK
<br />M Y NN pA3AW�LADq, EAR 3Pro
<br />ISND SPECS NDRU ON NOTE (3) ABOVE, N SUCH CASE. CONNECTION 0/ PANELS s-,iNTlI A EAR B0
<br />TO BOTTOM TRAOK MAY OCCUR AT ANY PANEL LOCATION. SHOWN ON J/ O0/ES
<br />(S). SEE SECTION I'. 3• k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 26, H NO NEEDCODE TOOK CONED TOGA (�� MVKLNOII NIFN f. iRAGK+�R:-9 L IIISTAl1ED
<br />�A• T SWAIN THAT ADACENT PAMRS THE LEST t FILE SIDE OF �iDRDK PANEL) HAVE
<br />S H� Tom CI OIAPE RETAINED M �.
<br />PO�DcawcTILTE00N�'EeLccii; IIf'�
<br />1/4
<br />tOwOf[i
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<br />I I W
<br />1 N
<br />1
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<br />1
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<br />I I
<br />14-t0Y PANELAATE PLUS W/
<br />_._--_�/6•A . 31W W= HAT OSHS Q
<br />IS 6 1/4- O.G
<br />_ uwaxT��eLoce
<br />PAIMEL
<br />SCALE 3/6'-1'
<br />tl,aT U • >D wR ANt TWO •
<br />Dom TV"
<br />t/4 .
<br />WIC
<br />1/1.
<br />MUM I
<br />IDILI
<br />ww .WOLNAnDNw NH• Ratio
<br />EMCRo
<br />r mom HOLM
<br />i
<br />FVAW LO
<br />M " MIC7wN VKINGS AND UMN
<br />a" OWL"= An Mom an TAG
<br />•MNMRwa ar,W dIJ
<br />3
<br />7
<br />3
<br />31.
<br />so=" me U LOSS THAN NwlGim am
<br />nMAE RmUCL ANCIDR WVOO By
<br />MIAMavo SRK•.M waIN am DCIEDUE
<br />ANION •..nN IINM OIJ
<br />AR Y ONE on"
<br />RIM
<br />or M FOLU D RICORLL AM iNI5
<br />K F
<br />OPAOM
<br />J6
<br />-
<br />COMMAND ONA PAR SMA
<br />0 LOSS NW W FAL70R oc IKON-
<br />K LOSS THAN MNeUA eHwaD .IOHOWED
<br />FOR 4ew wawa TFE a Two SCORE
<br />Im
<br />Im
<br />'Ir
<br />A
<br />IY. �1O��e1l,l�llN�tl�L. w I -+ 11 i_
<br />W411 HoAm
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<br />yaw�wt• •- { - -�
<br />1 ;
<br />I ' i
<br />I '
<br />I
<br />! I
<br />14-/rP PAIIR,IAR PLUS W/
<br />_ . wNatcrz00Npohelaac
<br />WALL IMPI ATM
<br />Ww.. SCALE 3/r.1•
<br />OQl1EN. Nd1ES 1NlD E-2 IYNQ SidLY PAILL S1fSTFL
<br />I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS KEN VERIFIED FOR COPUANCE N
<br />&I) MINIMUM LMSEOMENT OF TAPCOW ANCHORS AND PANELYATE RWILE D i PM40MATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7u EDITION) OF THE FLORIDA !RIDING CODE.
<br />BLOCK SMALL K 1 1/4•.
<br />DESIGN WIND LOADS SAL K DETERMINED AS PER SECTION 162D OF THE ABOVE M01,1110aD COOS,
<br />11.2) MINIMUM EMRBEDMKNT OF 1/4•e X 7/6• GLX_W ANCHORS SMALL K IS 7/8' INTO CONCRETE.
<br />FOR A WIND SL M AS REQUIRED BV THE AMISD1CfIOR WHERE THICK K SHIT M WILL K RAT ANO
<br />NO EMBFDMM r.W INTO ANY F0411M WATORW. SHALL K PERMITTED.
<br />FORA DRIiCTIONAUTY FACTOR Ke-O.BS. USING AWE 7-16 AND SILL NOT txCEEO THE WKM M (LSD.)
<br />1/4• 0-20 SS SIDEWALK BOLT) USED SWILL K LONG pAUG11"O LD ANY FISH MATERIAL Dan TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 ! 26.
<br />ENOAK 3/4' INTO ANCHORS.
<br />N 000 TO VERIFY THE ABOVE CONDITION , ULTGMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REM= TO AS.D. DESIGN WIND LOADS BV MULTIPLYING THEM Wr 0.6 N ORDER TO
<br />0.3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND 04 THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DCM PRESSURE MRNOS INDICATED ON SNEER 25 a 26.
<br />ANCHORS SMALL K LONGL H TOREAC H THE MAIN STRUCTURE KHIND SUCH PANELS. ANCHORAGE
<br />ISE AS MENTIONED NENOUG
<br />IN ORDER TO VIM" THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE
<br />IN ALLOWAM STRSS FOR WIND LOADS WAS WE USED N THEIR ANALYSE, FASTENERS WWAK TO WOOD HAS KEN
<br />DETERMINED IN ACCORDANCE WIN M.O.S. 2015.
<br />(C) AAA SMALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPE'CFICATIONS OF THE ANCHOR'S
<br />STORM PAELI ADEAWLY FOR IMPACT AND FATIGUE RESISTANCE HAS SUM VERIFIED N ACCORDANCE ON SECTION l•26 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. TIC. REPORT 1 2032• AS PROTOCOLS 7AS-201,
<br />11 IT BALL K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE ntuM E WHIM WATER
<br />TAS-202 AND 7AS-203,
<br />ISTO A�ACEEDD UTTER SMALL ANCHORAGE. THIS SHALL ONLY K ATTACHED TO CONCIIETL BLOCK
<br />2. THIS SMEM HAS BEEN DESIGNED TO K INSTALLED ON THE OUTSDE OF THE OPENING ACCESSING. THE OPENING FROM THE
<br />MOOKo OULOINGIL
<br />IMSDE W/O THE USE OF A UHODER ON U/T. THIS APPLICATION S VALID WHEN INSTALLATION S INTE10ED TO K PERFORMED
<br />12. THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SUTTER COMPONENT EDGES MOM REMARK IN COWTAUCUS
<br />FROM THE NOW OF STRUCTURE,
<br />CONTACT WHIM THE BUILDING TO PREVENT WM/PM INTIRA N. CAULK AID SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3, SERIES 1000 INSTALLATION IS APPLICABLE TO SNORE AM DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 1O K
<br />-
<br />PERFORMED FROM THE INSIDE O STWCTURL
<br />13, STORM PANEL OWAUATION SHAD COMPLY WITH SPECS MOUNTED IN TANS DRAWWD PLUS ANY STRONG AND ZONING
<br />REGULATIONS PROVIDED BY THE Al 0SMION WHERE PERMIT I3 APPLIED TO.
<br />1. SOIIO 2000 INSTALLATION 0 APPUGIBAL TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS NALRRED TO K PERFORMED FROM THE INSIOE OF STRUCTURE.
<br />IC A7WUM WINDOWS AND DOORS. INC. E - 2 HMO STERN PANEL SYTTLM'• IS NVQOR pown
<br />S. ALL AUMM JM EXTRUSIONS TO K W43-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />15. (0) THIS PRODUCT EVALUATION DOCUMENT (P,E,pJ PI$PARED BV THIS ENGINEER IS pEEPoC AFD GOES NOT PROVIDE
<br />INFORMATION FOR A SITE lXUMX CT: L.. •MEAL THE SITE CONDITIONS DEVNTE FUND TINE P.E.D.
<br />S. ALL ALIIMSIIIM SMUT METAL USED AT CLOSURES SMALL HAVE 711)d-H14 ALLOY.
<br />(M) CONIRACTOR TO K RESPIONSSILE FOR THE SELECIDN. PURCHASE AND NSTAUAICN INCLUDING L/E SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, A4TM A-03 MADE SO RAM., GALVANIZED SIM
<br />THIS PRODUCT BASED ON THIS PJU- PROVIDED HE/SHE DOES RIOT DMrE FROM THE CONOTHONO DETAILED ON
<br />DESIGNATION W/FV- 58.5 IN (AFTER ROILED).
<br />THIS DOCUMENT. CONSTRUC1I001 SAFETY AT SITE IS THE CONTRACTOR'S RESPONJSOUrY.
<br />S. ALL SCREWS TO K STAINLESS STEEL 304 OR 315 A I SERFS 001 CORROSION AESWANT COATED CYIBDN STEEL AS PER DIN
<br />(c) THIS PRODUCT EYALMWTION DOCUMENT WILL K CONSIDERED NVAUD W MODIFIED.
<br />50018 W/ SO Vol YIELD STRENGTH AND 60 NO TENSILE sRRE10TH W SHALL COMPLY W/ rLONOA KKO/O CODE SECTION 2411.3.3.4,
<br />(e) SITE SPECIFIC PROTECTS SMALL K PREPARED NY A FLORIDA REGISTERED ENGINEER aR ARCNHRECT WINCH COAL
<br />6. BOLTS TO K ASTM A-307 GALVANIZED STEEL, OR AM 304 SERFS STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH.
<br />KCOME THE ENGINEER OF RECORD L.O.R.) FOR THE PROXCT AND WHO WILL K RESPONSBLE FOR THE PROPER
<br />USE OF
<br />10. ANCHORS TO WAIL SHALL K AS FOLLOWS:
<br />TO TMNS LATE10M � WCOM COMMANDS AMR �WTEo ENOIEEII To THE r.Go. ENBFEEA. BALL
<br />(IV
<br />(4) THIS PEA. SHALL BEAR THE DATE AND ORIGINAL SEAL A110 SONATUIE OF THE P7DFESBdNL EHGIEER OF
<br />- 1/IY TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SMOCK. INC. (MIN. rc-3162 0•61)
<br />RECORD THAT PREPARED IT.
<br />- 1/4. 0 X 7/6' CALK-N ANCHORS, AS MANUFACTURED BY DEWALT NC. (MIN. rc _1000 P.AI.)
<br />/14-10 PANCUMATE RWLE D A PANELIATE PUS ANCHORS. AS MAAWACTURM BY ELCO CONSTRUODN PRODUCTS.
<br />IS. STORM PANEL MANUFAL'TUMER'9 LABEL SMALL K LOCATED ON A READILY v1sReLE LOCATION AT 570RM PANEL IN
<br />(re-3w P•.J.)
<br />ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COI. ONE LABEL SMALL K PLACED FOR EVERY OPENNO.
<br />LAIKIJW TO COMPLY WITH SECTION 170.91 OF THE FLORIDA BLNLDM COOL
<br />A1) WWAN EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4• AND 2• FOR PANELAUTE
<br />nUALE D M PANELW7E PLUS.
<br />AT) MINIMUM EMBEDMENT OF 1/4Y X 7/6• CAUL-N ANCHORS SMALL K IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL K POIWIED.
<br />1/4• 11-20 SS SIDEWALK 9003; USED SHAD. K LOW ENOUGN(SHHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A. Tf(U
<br />A3) IN THAT PRECAST STONE. PRECAST PANELS, PAVERS K FORD ON THE EIDSTIO VALE OR
<br />ROOT. EIDLIOI 10 iTIE
<br />.f '
<br />3,•''
<br />HCONCRETE10A
<br />OR. MIC/101RS SIA1ll K LONG ALIGN IN U
<br />MAN S7RIlCRIIIE BENND SUCH PANELS. ANCHORAGE STALL
<br />GE
<br />K AS METIED IN AH) AND IN A2).
<br />vCENI�.•':�
<br />`
<br />No.44167 1�
<br />(B) TD FX_IATINO raNcrtERE TrecIL,g;,`
<br />�, # * s
<br />- 1//' • TAPCON ANCHORS K W/RUFACTmED BY I.T.W. BIRLDEL INC.'OR
<br />All FLOMBA WILDING CODE h Valoaft Nurr(Dune
<br />- 1/4• e X 7/6- CNK-N ANCHORS. AS MANUFACTURED BT DENIAL? INC. (rm.ISCO P...I.)
<br />p .• fj
<br />Sim Wn0°' M'
<br />20 OAK GALVAN
<br />GALVANIZED
<br />F.
<br />- I14-10 PANELASOE FEMALE III AND ►ANEL.IMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO C016MUCTON
<br />STEEL STORY PAIEL
<br />Wm
<br />PRODUCTS (rm-2071 p.m.].)
<br />....
<br />-•••
<br />INSTAUATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />q
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
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