|
ANCHORS (SEE S[LTIONs ON SHEE,s 17. 16, 16 Or 20}----"- MAX. 307.407. Wa4 aEVn• M/+7. s/+E
<br />' UKSOUP% 7Aw/19 « w/30 �■w/tf, 7Sr/,6 «w/30
<br />I
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<br />11" IBA. w/II, 7AW/101 «w/30 66W/16. 7M/16 «IIw/S6 I. MW
<br />�`----'-- -- ---"---------ANcHNORs (SEE SECTIONS ON SHEM 17. 10. 16 IS
<br />OPTION #2 FOR LIFE SAFETY STORM PANELn1i ELEVATION
<br />SCALE 3/16'-1• t/4. MINI w
<br />I : :6 . M . 7 VK417, 1117 WEI . L . all in
<br />SECTION A -A
<br />SORE 3/tr-r
<br />JL.*'�jC
<br />No. 44167
<br />•'20R10�.
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Mott. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />RATING (D.•.T.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />a. -a-
<br />2 3/4'
<br />UNBOLTED
<br />TMCON «
<br />'N , , •INN. T,HKAO[D
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<br />'• �•
<br />3. FOR NEW WOOD FRAME COINTIMI'm WOOD MMIRM TO
<br />K SOUDQW
<br />PRE ND. 2. W/ SPEOM DENSITY OF 6.06 oR mu.-
<br />A w'.
<br />SCALE 3/6'-1
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<br />41,m Homo 3C 20 GAGE OKVAMM SIEEI STORM PANEL FP.
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<br />.yaw *.Lana WISi Y O N
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(ar,LLE 1/2-1�
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<br />TAPCON ANCHIDNS
<br />O.C.
<br />INSTALLATION DETAILS FOR OPTIOK..A2 FOR LIFE SAFETY STORM PANEL SMM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />--- - - ]/.• TAFOON ANp10R3 4• TMCON ANOIOP6
<br />-i- r D.C. r D.C.
<br />OR P WMOi1F, POWNSID CETEEAR$ PQRIED DOMC
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<br />LIP TO .66.5E -720 PSF AND PANEL'S LENGTH UP TO W-6•.
<br />2. MR WE WOOD MAINE OdSTNDTIOM: WOOD MEMBERS TO K S"ON
<br />PINE NO. 2, W/ SPBCwIC DORY O 0.56 OR EQUAL
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<br />tlQIIij
<br />f�rN TRACKS AT TOP AtPA ELMMTE PLUS OR BO Mr LO
<br />(1). DEFINITION OF SUM DODO: E - 2 WRM WING BEPANEL SYSTEM WNSMIINC OF PANEL. +
<br />QJAT BOTTOM W/ PI N LMATES.
<br />COIN. TRACKS TOP « BOTTOM.
<br />(2). END WMIFLE SMALL ALWAYS K CONFEOTO DOW SILL WALL BY MEAN$ OF
<br />(2).(rD HVMELS SMALL ALLYAYS K CONNECTED TO BOTTOM TRACK ONDOW A STOP BAR
<br />KIESC F�Llam w/iy^ 411`� T AT 3 •END PANELS
<br />IIHALL M TO /. f /EMYST / �(L�
<br />SALE K PROVIDED AT TOP OF SUCH PANELS.
<br />(3). IF EIHD
<br />SING MR DII 1 44 �r
<br />MfnMb
<br />DESCRIBED
<br />/
<br />IOTTOYAll 3HALL CONSIST 01
<br />W 7 ITON FASIEEISIWY BAT ETIIER�
<br />(3). RXL CASES WIp1 (Kp AREwUIBSCISSY WI lIA'PLEDIBIO (� AT
<br />EXTERIOR MT FIANCES OF END PANEL
<br />� BUT IIA PANCS AK NDT COMECIEO To BORON TRACK ,TSTOP, so
<br />111AL4 0E1 AT TOP W SIGN PANELS.
<br />(4). N CASE DINT ENO PAWS AIDE NOT CONNECTED TO BORON TRACK (6.. A STOP BAIL
<br />S ONLY USED AT TOP AT LAST Two PANELS SNAIL K CCINCTM 70 BOTTOM TRACK
<br />(� COMiECTON 0I PAILS
<br />A IONS
<br />(4)• !CIF T+O++S w1EN/E70 PANfE¢�LJS AND SOY! N1E60R PRIES AM DIRECTLY
<br />MOLINTED 70 Emm" SILL
<br />BOROYMOM� TRACK3T0' N7MLL
<br />TO MOTION 1 OCCLM AT RWEL LDG710NCRSf.
<br />PAKiMM7ESYF0U,OBMq �K7RiW MOD
<br />�.
<br />(5). SEE SECTION 1', Y « 4' ON STREET 24. SEE ANCHOR SCN[OuIE ON SHEET 25. ADO[ 015TANCE. FOR TN/S BE CONNECTED TO IAEIBOR PANEL LJ4FD '10rw oI
<br />ALLED
<br />YIUw' B pl T�MT�AwACENT ' LLE T'T & WOB SIDE OF TRACK �iYE7ml! PANEL) M1AE
<br />0 p; Tkw� THEN OWERIAPS RETArED BY �.
<br />PDIAWD CONCRETE
<br />oil CONCRETE SLOT
<br />IlO11IR0
<br />INSTALLATION DETAILS FOR
<br />INTO EXISTING POURED
<br />�[4' TAPOON ANdIDRS
<br />OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />. TAFCON A/ICDAS
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<br />OTOR
<br />TIP 914. MWA[ ON I" MMU
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<br />Dat1ML wmm, Mum E-2 HMI■ SiD■1 PAIi1 SYST6L
<br />1. E-2 NAIG STORY PANEL SHOWN ON THIS PRODUCE EVALUNtION DOCUMENT (PLEA.) HAS KEN VERIFIED FOR COMPLIANCE N
<br />at) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAT(WAIE FEMALE 0 « PANELYATE PLUS INTO CONCRER
<br />ACCORDANCE WIN THE JIM (7tA EDITION) OF THE FLORIDA SLIDING CODE.
<br />BLOCK SMALL 6E 1 1/4-.
<br />DESIGN WIND LOAN SMALL BE OCi[RI3IIED AS PER SECTION IS20 OF THE ABOVE MENTIONED CODE.
<br />1L2) WO" EMBEDMENT OF 1/4Y x 71V CALK-N ANCHORS DOLL K IS 7/6• INTO CONCRETE.
<br />FOR A WIND 9Pt[0 AS REPLARED BY THE JURISDICTION WHERE THESE $14MRS WILL K RIVALLED AND
<br />NO EMBEDMENT INTO API' FLASH MATERIAL SHALL K PERWYM.
<br />FOR A WKCTONA)TY FACTOR VA.o.BB, USING ASIDE 7-16 AND SHALL NOT EXCEED THE MOM" (A.S.O.)
<br />1/4. 0-20 S SOENALIC BOLTS I= SNALL K LOW 90im0H(SNOULD ANY FINISH MATERIAL EotT) To
<br />OESOM PRESUME RATINGS INDICATED ON SHEETS 26 « 26.
<br />ENLIAGE 3/4' "TO ANCHORS.
<br />N ORDER To VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOINS OVIERMIED PER ASCE 7-16
<br />SNAIL K FAST REDUCED 70 A.&D. OEM WIND LOAN NY MULTIPLYING THEY BY 0.6 IN GLIDER TO
<br />B.3) IN CASE THIIT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EMSMO WALL.
<br />TO COMPARE THESE w/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SNEM 26 «26.
<br />AN04M OVAL K LOG ENOUGH TO REACH THE MAIN SIRLICrUE 111D6ND SLICH PANELS. ANCHORAGE
<br />SMALL K AS YEMONED N 111.1) AND N 111.2).
<br />M ORDER TO VEWY THAT COMPOFENTS AM ANCHORS ON THIS PLED. AS Its, WERE NOT OVER STRES[0. A 331E INCREASE
<br />W ALOWARE STRESS FOR WOO LOADS WAS UK UND N THEN ANALYSIS. FASTENERS SPACING To WDoo INS am
<br />DETERMINED IN ACCORDANCE WITH N.D.S. ZDIS.
<br />(C) ANCHORS � K E6TALUM FOLLOWING ALL OF THE REWIMYOWTON11 AND SPECIFICATIONS OF THE McmCIR'S
<br />PANEL'S ADEQUACY FOR IMPACT AD FATIGUE RESISTANCE HAS KEN VETTED N ACCORDANCE WIN SECTION 1626 OF
<br />MWJSTOIBA
<br />THE ABOVE YENTIOIED CODE AS PER FENESTRATION TERMER LAIORATDT', 10. REPORT / 2032. AS PROTOCOLS TAS-201,
<br />I I I SIWL K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDERS or THE STWIICTUE WHERE SNTTER
<br />TAS-202 AND 7AS-203.
<br />S TO K ATMCIED TO INCLINE PROPER ANCORAM THIS 96R1EA SHALL ONLY K ATTACHED To COMCRIM ELOCT
<br />2. THIS SYSTEM HAS KEN DESIGNED NSTA NED TO LED ON THE OUTSIDE OF THE OPP" ACCESNB THE OPENING FROM THE
<br />OR WOOD now WIAIDMLi.
<br />060E W/O THE UK OF A LADDER OR LIT. THIS APPLICATION 18 VALID WHEN INSTALLATION B INTENDED TO K PBW*ftlEO
<br />12. THE INSTALLAIION CONTRACTOR S M SEAL/CALXK ALL SHMER COMPONENT EDCM WNC4 REMAIN N CORMUOUS
<br />FROM 711E INENDE OF STRUCRUIIE.
<br />� WITH THE BUILDING TO PRflfM WEO/RAN INTRUSION. GIMAND CES N. P ASEAL SHUTTER TRAM ALL MOU1q FULL
<br />3. SERIES IWO PWAWUIDN s APPLICABLE TO SINGLE AND DOUBLE HIND STYLE WINDOWS WHEN INSTALLATION IS REQL11RED TO K
<br />PERFORMED FROM TILE RAGE OF sTNJCIURE.
<br />13. STORM PANEL 0WALLATON SMALL COMPLY WITH SPECS INDICATED IN THIS PLUS ANCND 2WIOMN0
<br />4. SERER 2000 INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HAND AND HORIZONTAL SUOERS STYLE WwOOWS WHEN
<br />REONATIONS PROVIDED ER THE JIIRISON.TON WHERE PERMIT IS APPLIED TO.
<br />NSMLLATION 4 NO"" 70 K PERFORMED FROM THE INSIDE o► STRUCTURE
<br />14. AWN WINDOWS AND DOO6, INC. E - 2 HAND STOW PANEL MIEN- S PBOR MWO
<br />S. ALL A JMWAIY OIRUSIONS To K 6063-TE 41M AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />1S. (0) THIS PIOOICT EVAUn70N DOCUMENT (PPED.) PREPARED ENGINEER THIS ENER IS GENERIC 40 DOES NOT PROVIDE
<br />INFORMATION FOR A SITE !PICNIC PROAM, L . WHERE THE SITE CONDITIONS DEVIATE FROM 111E ►LD.
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSMS, SHALL IWAE 3105-H,4 ALDY.
<br />(W) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. P RCWM AND INSTALLATION WLUDWQ LIE SAFETY OF
<br />7. ALL SIEEI SHEET METAL PANELS SWAN. HWE STRIXIURAL OUAUTY STEEL. ASTM A-6W GRADE 80 WIN., GALVANIZED STEEL
<br />THIS PRODCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES LOT DEBATE FROM THE NkNW04 MATED ON
<br />OESONMTON W/Fy- 56.5 W (AFTER ROLLED).
<br />THIS COWMEN. CONSTRUCTION SAFETY AT SITE S THE CONTRACIOE'S RESPOSISLITY.
<br />& ALL SCREWS 70 K STAINER STEEL 304 OR 31E AS SERIES OR CORROSION RES6TANt COATED CARBON STEEL 4 PER DIN
<br />(0) THIS PRODUCT [YAAATION DOCUMENT WILL K OONWERED NW1LD F MODIFIED.
<br />50016 W/ 60 VI YIELD STRENGTH AND EO M.i TENSES STRENGTH « SMALL COMPLY W/ flOI10A IR ADINO CODE SECTION 2411.3.3.4E
<br />(d) SITE SPLCMTC MIRCECI'S SHILL. K PREPARED BY A FlOR011 KGSILIIED ENGINEER OR ARCHITECT WINCH WILL
<br />6. BGLTS TO K ASHY A-307 GALVANIZED STEEL. OR AIM 304 SERIES STAMM STEEL, WIN 36 NN I NARMM YIELD STRENGTH.
<br />BECOME THE EDIMEER Oi RECORD E.OFJ FOR THE PROJECT AND WHO WILL K RESPOISSLE FOR THE PROPER
<br />USE OF THE P.L.O. ENGREER 0► ACiNG b A DELEGATED ENGINEER TO THE PLO. ENOwM, STALL
<br />10. ANCHORS 70 WALL SNAL K AS FOLLOWS:
<br />SLOU TO THIS UTTER THE SRI SUM DPWWM FOR REVIEW.
<br />(q KIL,(.)
<br />THIS PLED. SHALL K#A THE DATE AND CRIMINAL AL SEAL AND MMTLMR OF THE PROFESSIONAL 04MO OF
<br />- 1/00 TMCON ANCHORS AS MANUFACTURED K I.T.W. IULOEX, INC. C. (Mr0.3162 µ.A)
<br />RECORD THAT PREPARED R.
<br />- 1/4' d % 7/I' CALx-M AIKIIOII& AS MANUFACTURED MYOUIALT INC. (MN. rc.3000 P...L)
<br />- 114-10 ►AIEINATE IELIPLE D « PAIEUIATf PLUS AIKRHORS, AS YANUFACTIMED BY ELCO CONSTRUCTION PI1000CR.
<br />lS STORY PANEL W AKWACTUEWS LAM SN LL K LOCATED ON A READILY VOU LOCATION AT STORY PANEL IN
<br />(f 0.33BO
<br />ACCORDANCE WIT" KC10N 1700.9.3 OF FLORIDA BULOM CODE. ONE IA M SMALL K PO. ACED FOR EVERY CKW
<br />p..i.)
<br />U N ELNO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
<br />A.WARM pBEDEON NT OF TAPCANCHORS INTO TOURED CONCRETE SMALL K 1 3/4• APO 2' FOR PAl1ELL1A1[
<br />"MALE O « PANELNATE PLUS.
<br />AS) MWUNM EWEOMENT ai 1/1.0 x 7/6- CAX-IN ANCHORS SMALL K IS7/6. INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATEANL SMALL K PERMITTED.
<br />1/4' 0-20 SS SIDEWALK SOUS USED SINALL K LONG ENOUOI(SHOULD ANY FINISH MATERIAL COST) TO ENGAGE 3/4'
<br />INTO AICNOlM
<br />A3) IN CAW TWAT PRECAT STONE. PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON THE ODSTMG WALL ORPIOOR.
<br />ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE KIND SUCH PANEL& ANCHORAGE SMALLK
<br />AS MENTNED MN A,) AD N A,i).,CK
<br />r
<br />A:i
<br />'TILE
<br />- 1/4' P TA'tCON ANCHORS AS YNWFACTWED BY LT.W. BUILDEX. INC.
<br />FLORIDA 91NlDINO CODE NulYbanW
<br />- 1/4• • x I/B- CALK -IN ANCHORS, AS WMIFACTURM BY DEWMLT INC. (F -1500 P63.)
<br />2,.IOW
<br />��'••-`
<br />aTDA4 .Ie
<br />ZD SAGE OALVANQED $TEFL $TORN ►HIKE
<br />fill,-10 "ANEMIA-[ FEMALE 0 AND PAHELWTE PUS ANCIOMf. AS AIANUFALTIIRFD BY ELCO CONSTRUCTION
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<br />PRDotJcra (f -2071 PJ.0
<br />....
<br />------ ------ ---- ---- -
<br />CALL
<br />INSTALLATION DETAILS FDR SERIES 2000 AND 1000 E-Z HMG STORM
<br />PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />PWAO LMNME
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