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<br />4, SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND H(WZONTAt SLIDERS STYLE WINDOWS WHEN
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<br />NFON/AtON FOR A SRE SPrcffx PR CT; N e WHERE, THE. ". CONDITIONS DEVATE FROM THE P.E.O
<br />S. AL ALUMINUM SHEET METAL USED M CLOSURES SHALL HAVE 3705-HI4 ALLOY.
<br />P k CONTRACTOR TO NE RESPONSIBLE OR 2 () THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of
<br />7. ALL STEEL. SHEET METAL PANELS $HALL HAVE SIRUMPAL DUALITY STEEL ASTM A-653 GRADE 50 A... GAVAWIED STEEL THIS PRODUCT BASSO ON THIS PE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />ne NGNM.TION W/ry. 58.5 Hsi (AFTER ROLLED)_ THIS DOCUMENT CONSTRUCTION SAFETY At 511E 15 THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) TINS PRODUCT EVALUATION DOCUMENT WILL Be CONSIDERED ONAUD 1F MODIFIED
<br />WO18 W/ 50 Wi YIELD STWK14 AND 90 kit, TENSILE STRENGTH a SHML. COMPLY W/ FLORIDA WILDING CODE SECTION 247 t.S3-a
<br />(e) SITE SPECIFIC PROJECTS SHALL BE PREPARED B1' A FI.t7RIpA HTEG157EAED ENGINEER OR ARCNt7ECt' WHICH WILL
<br />9. L f - 7ECOME TIRE ENGINEER F WITS 0 !>E ASTM A 3O GAWAHIZED V.M.STEEL, OR ANSI 304 SERIES STAINLESS STEEL, WITH ]6 kit MINIMUM YIELD STRENGTH IN RECORD (E.O.R.) FOR ?HE PROTECT µp WHO WELL BE RESPONSIBLE OR i1NE PROPER
<br />USE OF THE P.E.D, ENGINEER O RE ACTING AS A DELEGATED [NEARER TO THE P.E.D. ENGINEER, S1W1
<br />10. ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATtCR THE SITE SPECIFIC DRAWINGS FOR RLYRW
<br />(A) j(LTYNr ieA: ppLRFD CUwHrpE7E
<br />(a) THIS PE.D. SHALL BEAR THE DATE µ0 ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL CNOINEEA Or
<br />- 1/4"9 TAPCON ANCHORS AS IWANUFACTVPW BY ITW. SUILDEX, INC, (MIN. 1'c-3192 P.M.I) RECORD THAT PREPARED R
<br />- 1/4' 7 ' X 8 CALK -IN ANCHORS. AS MµUFAC1URE0 BY DfWAT INC.. MIN. 1"c-3 / ( OQO .P,i / a ) IS STORY PANEL MANIIF IYB
<br />ACt1NRE UlCL SHALL 8E LOCATED ON A RfAOIT VISIBLE. LOCATION Al STORM PANEL !N
<br />- 114^10 ►ANIMATE FEMALE D A PANELtAAtt PLUS ANCHORS. AS MANUFACTURED 'BY ELCO CONSiRUCt1GN PRODUCT: A SECTION .] FLORIDA CODE t7NF LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(rC-S.S50 P.M.I.) MIEUNG O OM SECTION 70 HE FLORIDAO
<br />UBELINO TO COUNTY WITH SEC'tON 1709 9.2 OF THE iLBUILQINLi CODE.
<br />961) MINIMUM EMBEDMENT OF TAPCON µCNORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2" FOR PANELMATE
<br />FEMALE D A PAWLMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/N't X 7/8• CAUL -IN ANCHORS SMALL BE IS I/$- INTO CONCRETE. NO EMBEDMENT INIO
<br />ANY FINISH EMTERK SMALL OF PERMITTED
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOWN(SHOULD ANY FINISH MATERIAL EAST) TO ENGAGE 3/4-
<br />xnD ANCHORS. „INN
<br />A3) IN CASE TINT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON Trif EXISTING WALL OR � •"""••.
<br />FLOOR. ANCHORS SHAui) AND�A2NO" TO REACH THE MAIN STRUCTURE 811 SUCH PANELS. ANCHORAGE SHALL
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<br />(SCALE 1/2-1')
<br />.IwtN tO 1•/24 4'/ a (SEE NUIE t R4a0 3• Ma, 2'/'j4 1'/24 4 "i �QT �(StE NOtt N tlD.OWY PA ELO)INTO POURED CONCRETE OR CONCREJE BLOCK
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<br />r._.. _. _.. .. 12400' (EFFECTIVE WON).._ ..... _._ _. .... _ I r 2.250 E S �_ .. ...T ..._" _• \ �"'11 * �+.I•MrxJ 0AMAto M) �1--+.o. '} WeKAclansl I"_'1;4�d" •i`_p!A(!,'u. Cn .��i
<br />2.250 �2.501"-^-•-_-+ __ -' 6 W wiii
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<br />D.o3e' MiM, RADAR NcuuEp.°• 3.500' z.2u• ! a sar ..-1 ! _ _ _ I _r I r. 1. L _....d_ 60 z •L• -• igA`E °`"1`III. _. w.... ... _ , .-a.v.• _ E. Bi
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<br />1.000' • . • • R. (E1O INWFL) I IrRTNOR PAIL) (MnrxOR PwNeu( T(MEIRDR PAKu (LID PIIA6) (PM' PAi1FLJ ,-1NifkOR PRIRU. RaflnOr+.•... ,- + - - (NfcNDn 9ArTEl) { (EHD ►NNW T . 9AA rW •
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<br />ROUNDED LOANER •ENDS OF PANELS
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<br />END UP w HfAWEp EDGE. T5O" I � I ,- SECTION B-'B A EAO PAHKis 6R'
<br />/ A u I SECTI A A �E%11 'ui �_.... 1` cc / _ i O
<br />2.000^--- � _ _ . - (1) OEFIN(p(w OF SERIES IOW E - Z HANG STORM PANEL SYSTEM CONSISTING Of PANEL « U '' ; 1( ' ." - JAW-so.A/r Ms. ':'I L IJ•'•-M• +•
<br />----S' Mon. - - - NPIFA.,: 1. TRACKS AT TOP A PANELMi PLUS OR IV LONE
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<br />w a �$) r w (2) ION AMTES OR, If AWE BE CONNECT 4l1 WA3 [ir MEANS OF T tww /'W�'I''WiS ....� 'f Yl .._ .... _. _ %' Matr , Ne14w y /. t/A �' N•# .AY IID p¢ TRACK � Nrn EC;,,
<br />TRACKS TOP A BOTTOM. N 1 /Y ED O I �� ._..i// ME
<br />O � O V r xS LMi ALUM. ANGER PANELAM7CS OR, IF USED Y W 15 LTO TRACK AT aonolA CND PANELS
<br />(2) O PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAN JpIKR � � CENT k' -[DE[ OF EOM. � �#
<br />PAJE1 4 WIDE SMALL C PROVIDED AT TOP OF SUCH PANELS. Vi BE CONNECTED 1/4'r-20P3/4 S. WJ' 7/ • 3/SL/' V MHOPOIM WkL aP YM REAM. g R ,r• ac
<br />_ 6061-TB Alum. ALLOY / D/ENrIDWFI)R REW IWO TAPPED �(EX. AS � (�} � WALL AM DIRECT ifflmmg 114ST, � �waMMl[ `---t.R aI c'6MMMONO � ■ B� V!
<br />125• (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNfC10N SHALL CONSIST OF DESCRIBED ON ROTE (3 •'✓
<br />M.S. W/ 7/B PAD 32• MIND NUT OR 1/4•OW4" Min, THUMBSCREW 1k MOUNTING INST.
<br />INTO TAPP[p BOTTOM TkAtk. LOC�TON OF FASTENERS MAY BE Al EITHER OF TWO (3>. FOR GSCS WHEN END PANELS µE USE JONfIv w/ is" LONG .� AT III mot` „-Z--- A' -4�•• FLOOR TO CE11lLI�O� NTii INSL. BUILD -OUT YOUNTWG INS7, L
<br />EXTERIOR FLAT RANGCS OF ENO PANEL fA�1pTTDM BUT END PANELS ARE NOT CONVECTED TO BO1T'OA TRWN STOP BAR �y+p - L - Q aCME Sn-,
<br />ICU
<br />a IN SASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP SMt sNN1 8E PROVIDED AT TOP OF SUCH PANELS. SCALE ] V g SECTION 3 fFCTTON +1 /�V'1
<br />(} (4). Fell INSNALLAIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE OREC4T.Y (R111as/a' U SEAL' 3n-1• VALE 318.1- `L.�
<br />( MA ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOLN1Eb 10 fUOSTING SIU WALL BY /AEONS tX PµEI.MAfES, DALE INiDTADR PANEL s ro o DQ fPlor7agtW MAMNNWpPE PDM
<br />fNH USING SPECS RGICA ON NOTE (3) Allow IN INCH CASE, CONNECION OF PANELS ANY Bf USED JDNRY W/ TRACK ��}} AT IMALTTOM ATTACwNG BOTTOM TRACK TO WALL N M sr ,�tqP ew M LOP to qa M sNWIHNHNIAN,
<br />A T TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. w// Two PMNEUMTEs FaiLowlNo sP71CINO SbKR9N ON CLEVATION AND W ! 1/2" Y E V AMID . E OF ® (U RaPA1tt TO TRN;PF E9 tXN E� A:.A .
<br />(6) SEE SECTION 1'. S a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Yn. EDGE DISTANCE. FOR MIS INIERNOR PANEL USED Ji) Y�,W,y! i D6E5 4 (', ! M FDhaIA w#D M 11m m i5ro
<br />'"t n 750• - .035• Ira) •TA''•\CEO a �MIIIIINHIFOPyT NMUCH nATPADACENT PNDNEL�$ TBE7µe RDFITMEANSstoEDa ca`an P;NEi1uv ( Q7 ''SA[6°iMl ICEN
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<br />NO. 44167Na.�' mRINFea°6 �'a""�' ND. 44167 z;
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<br />ATE OF 20 CAC[ GALVANIZED STEEL Sid(Y PANEL a No. 4 167 t0 GAGE GALVANIZED STEEL STORM PANEL
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