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--ANCHORS (SEE SECTIONS ON 5HI:'.FS t7, 18, 10 & 20)--
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<br />fPANEL LENGTH( SCHEDULE)
<br />IN
<br />T__M ��1 SE � � PN[iL BOIiCY
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<br />ANCHORS (SEE SECTIONS ON SETS 1?« 13, 19 a 20)
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<br />SCALE 3/1a'-1- 1/rwY; OAP
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<br />SCALE 3/16'.t•
<br />MAXIMUM A&D. DESIGN PRESSURE RATING 1 .m.f.) AND I, R
<br />CORRESPONDING MAXIMUM PANEL LENGTH -L SCHEDULE
<br />Z
<br />No. 44167 =
<br />FLORIDA BUILDING GODS NI h Yatoat Nurrieone 2onae
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<br />AL PROTECTION PRODUCTS. LLC. ORION oft
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<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.B.f.)
<br />L (ft.)
<br />(SEE sEGTioNs).
<br />TO GLASS
<br />CONDITION
<br />+59.0, -72.0
<br />2 3/4`
<br />UNBOLTED
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<br />M
<br />l Yam TNSiALiAT10N
<br />SCALE.. 3f8•=1-
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<br />1. 11WALIATONS AID ONLY VAO FOR BUILDINGS WITH ASA. DESIOFN LOADS
<br />UP TO +S5.8. -72.a PSF AND PANEL'S LENGTH UP To r-1r.
<br />2. FOR NEW WOOD :BANE CONSIRUCTIOW, WODO MEMBERS TO BE SOtrMEAN
<br />PINE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EGU4-
<br />x. ` { 2
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<br />(3). TRACK
<br />4'
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<br />Opt#, TRACKS TOP a BOTTOM.
<br />(nOGW"EC BOTTOM . �SHN BE
<br />PROVIDED ALWAYS
<br />Td■P dd�F HEShci1H
<br />O7HETRMB$E A STOP OAR
<br />(3). IF END
<br />2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M
<br />RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO
<br />F7TNERIOR FLAY FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR
<br />IS
<br />ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK
<br />USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION.
<br />(5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. ..........
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<br />OPkTONG 9fAli KNNYS � PRO�kD xj
<br />REw NiAAIOrE m FACatTh1E p15FMUGION
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<br />_ ,Nsax aF smFxTURE,
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<br />(2). END PANELS 9iU�tL ALWAYS BE +.ORHECtEB TO SILL
<br />WALL
<br />BY MEANS OF
<br />PMNELMiRES oR ff �US® JMTLY wl t�� TRAAt�c Atf EEFidm PANELS
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<br />8UT END PAt!£LS ARE NDT CONNEN:Tf4 TO D0T70N TRACK A STOP 8W
<br />SWJ.L eE PROVpiE4 AT T� OF SNN3N PANELS.
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<br />BUILDINGS.
<br />CONTINUOUS
<br />IN
<br />WALL 1�101ON:���OOk N�SNiALLRTiON
<br />4 LIFE SAFETY PANEL
<br />tN�INr'„�MA. MaV.E 3/B'.t'
<br />S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY
<br />t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'.
<br />DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE.
<br />FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS
<br />BE iAOTA
<br />EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED:
<br />FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO
<br />OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS,
<br />IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16
<br />SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt.
<br />TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE
<br />SNtALI. BE AS MENTIONED IN at} AMC IN 8.2).
<br />B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE
<br />RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS
<br />DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS
<br />STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. OR WOOD ATTACHED
<br />FRASIE
<br />PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK
<br />2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M
<br />INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m
<br />FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL
<br />IfNGti1.
<br />3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE '
<br />PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING
<br />+. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O:
<br />RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i.
<br />S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE
<br />fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D.
<br />a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON
<br />DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY,
<br />& ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED.
<br />50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9,
<br />(d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL
<br />9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER
<br />USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL
<br />10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW.
<br />(X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx•
<br />(4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF
<br />- 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R.
<br />- 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL
<br />- /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING.
<br />(rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE.
<br />A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE
<br />FEMALE W a PANELMATE PLUS:
<br />A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4.
<br />1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4'
<br />INTO ANCHORS. ��� � :�
<br />A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt
<br />FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL
<br />H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�"
<br />BE AS MENRNED lii A7) AND W A.2). 'S
<br />(B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r
<br />t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone
<br />- t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - -
<br />- 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A.
<br />- /1
<br />4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br,
<br />PRODUCTS (rm-2D?i pall
<br />i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i.
<br />9mo 3+u 41 SiRETT
<br />aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178
<br />lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne
<br />PE lFAL/9NNRial./aATE U-0AAa71D -
<br />1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at
<br />1 -
<br />INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T
<br />CONCRETSDVAAMON
<br />SEE
<br />EVERY E BLOCK
<br />Soak"
<br />Cn
<br />CU
<br />PANE INTO POURED CONCRETE OR
<br />aa'rxtE.. c
<br />CANPa1A AIANtaA4 � a $ !
<br />cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae
<br />�'---E::
<br />r, t.. q�)
<br />NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X
<br />^ Mast w0 N.s. I $ \
<br />Avm ttAP7 ' I 5
<br />� anal
<br />i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $
<br />f
<br />� slsxr mm j � � { �-,--•--- SEE sa€au�
<br />L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I
<br />ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP
<br />r`mear�r "J � m ait�. i omr�wrwsw
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<br />� i zy r 1 � i i QmN OraW � I i
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<br />j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47
<br />:. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl�
<br />�� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok
<br />sraE s/e.t' g ��,'�
<br />SE31LE 3/e.t' SCALE 3/Nf.i•
<br />iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL
<br />06E K AT lOP Aa,qL A¢ NNt11HtNF
<br />4 r w RaaL . a + + w 1aAnNs T27 pc A Tt
<br />t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A
<br />(EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone
<br />1--v-f (� 7oP s aYrFwl swarmAas cw � I '
<br />xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br:
<br />«
<br />DEmom Ignme TAIL Ea . mac ossVeE O �' "
<br />aq. • a4R4. ��wa��tttP"PA' AFINIWIA
<br />VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me:
<br />4Na saP. bt at1AEEr
<br />xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78
<br />Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft.
<br />P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8
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<br />N
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<br />LLSHEET
<br />SH 1.2
<br />INSTALLATION. DETAILS FOR OPTif�N #2,�'OR ,� Fi E SATIETY �TQRM PA�{�, ,� SX�,,M
<br />1� �„�STfhiG W�,
<br />p STRUCTURES
<br />1 t'a TAPCON O 8` OTC. t 4•p TAPCON O 6" D.C.
<br />P t T T'MN AT WOW 1 i MIN. THREADED
<br />HEADER HEADER
<br />e
<br />.tom. ,. ,/4' I... 1/Y [f4•
<br />WOTA7 FiFADER W000 IiFAOiR ! 2'
<br />I i
<br />REOU52ED •- f Mpl. i € REOIARED , f �j i i '
<br />I
<br />1m, OaAA
<br />tb t%!BS I
<br />NgE sas0,a5
<br />EXISTING ON 9lffT 1!i
<br />1' Max. GLASS
<br />PANEL LENGTH PANEL LENGTH
<br />OD SILT 7!) I ; (� NOTE T aEt,7N). 1-20x1' � (SEE NOTE 1 BELOW)
<br />OEA4S 1 ? 9;5. M.S. W%
<br />,
<br />1 i
<br />i I
<br />i A
<br />i I
<br />EO• + li r i
<br />2'x+'
<br />x s/sz' wp+G Fair 2«x4• w,>oo1.?fe'+I x 3f32' wuNG Nur
<br />REQUIRED WASHER O B 1/4. D.C. REQUIRED WASHER O (BEYOND)
<br />OLD,
<br />t0 PXNEIMATE-t0 PiVJLTAWIE P
<br />O 8 1/4' O.C. O S t/4' O.C, a
<br />WN, 1NROMED PENEiPA7tON �) SRN. 1HfWADEO 71DN f i r`•
<br />AT MIDWIOTH OF PLATE ) � AT ApOW1011N OF PLATE
<br />NNRNnNNayy AI:T�NAtIVE �, 91AT
<br />O _ 1#-FE. SaF6Ti PiN&E_
<br />SCALE sfNt`=T" ,����«•'• �iiEMs� • f��y sOAI.E 3!a'at" FLORIDA BUILDING CODE h Yelooi urrFcane One
<br />tt( H Z
<br />,>� n7WIL Tex: - -
<br />I. pdSTALLATXNNfi ARE aFcv vAtw FOR IR1ROM Hint AB:D, aESp'aN t.6kD3 s NO �*167 2a GAGE GAI VAtazED STEEL si(1RM( PA►!El aa�+ or.
<br />UP m +53.5, -72:0 PSF AND PANEL'S tENCis1 UP ro`�-
<br />2. FOR NEW WOOD ITNME coNSTlwcrtoFb tYGw MEMBERS m � Sau<riEfw •4'fl`•. ATE #ltnl�a C O eNe: GLOBAL PROTECTION PRODUC'i^sx !LC pTlr+l�o
<br />PINS in. 2. w/ Si$iOFTC DLTNsrrc of oas � EQUAL - $ D�A•,•_ QRlO aNaW sw. at slam
<br />.ry rS a xa n. ei axt +swxlewoe.n aa� w,de (auk Ysa r3ia�s�.�tN+3�P-STsT 20-178
<br />'NA S N . •.� a..'�,e` q rn-,mp . a. , peq an -toe nox. Ire Attars! rKx waeeto Na
<br />A NH �/nNE �A. "CA-0906T1Ca� P.E.
<br />00 n-la -
<br />aRT m Q 4y
<br />i#1l�p�Rl��Nr11�l�IlQMR11� IIIR�IIE�iN��ililrl�/11li�If■�#�It ,
<br />INOTES
<br />N
<br />PANELS.
<br />(3). TRACK
<br />4'
<br />�•,_�. I SEE HOTS a eETA.9_.::. Aqa W,NGOtE AtCKDABf 9FS `p4Dw� 7 3'-'i
<br />1• ApA. ',RE � qt SHEET xa BCR6w 1' AWt
<br />1011,
<br />tOR 7 �2 0R©w/ at wf0®.0 -.
<br />• 1A5T PAN0. (1� m 8E INSTALLED AT RM]N
<br />OPEMNo SHNIaWAYs BE FBOVgEO
<br />REAR INAt1LE TO FACS1Uif lNSii
<br />E-Z HANG STORM PANE-ZLERESSY-SMTEUr
<br />tEAmED ro � BSTAUJD F7KRt
<br />WAVE �' . r 1Hspx of srauGTlxtE.
<br />,/r NM,. aP ,/r INtm GW
<br />T.. aRQw/oHw/o�0 «(�
<br />wCAlE3/8A" • 7`
<br />(t). � OF BERIE.4 2Ofa;. E - Z NAND STORM PANEL SYSTEM CONSISTING OF PANEL
<br />Opt#, TRACKS TOP a BOTTOM.
<br />(nOGW"EC BOTTOM . �SHN BE
<br />PROVIDED ALWAYS
<br />Td■P dd�F HEShci1H
<br />O7HETRMB$E A STOP OAR
<br />(3). IF END
<br />2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M
<br />RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO
<br />F7TNERIOR FLAY FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR
<br />IS
<br />ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK
<br />USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION.
<br />(5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. ..........
<br />2'/z4r t'/24 V iwTE a eaoR)
<br />--j-- (Bm» aN 7 a- Nam.
<br />I t" A&f.
<br />ap Y •L'
<br />4 BLLoiY i
<br />44
<br />x fi.•
<br />i1
<br />marl BE USED TWO ON MATION ES
<br />NOT NEW Erf
<br />1/2' t t/Y. r amr rwA:otl
<br />P/f7E1_ ©m BE RNATALED A7 F:1i'JN
<br />OPkTONG 9fAli KNNYS � PRO�kD xj
<br />REw NiAAIOrE m FACatTh1E p15FMUGION
<br />IF fxfFANOEa m BE INSTALLED FROM
<br />_ ,Nsax aF smFxTURE,
<br />aTwa sfs .. t'
<br />t/Y IrpA. aw N/a• Npx. aAP'-�I-..
<br />t_- -
<br />,�{:T Ca�N _8-8
<br />(1). ������ E '" t TRA4vAS ATTOP P/YEOpLtlSOR T9 CgNc- +
<br />(�AT BDTiDM W/ PANELMAT65.
<br />(2). END PANELS 9iU�tL ALWAYS BE +.ORHECtEB TO SILL
<br />WALL
<br />BY MEANS OF
<br />PMNELMiRES oR ff �US® JMTLY wl t�� TRAAt�c Atf EEFidm PANELS
<br />SMALL
<br />� iANFIECTEO TD W i 4'Y-20x3f4 .S W Y% 32-
<br />YANON� WNi/ l �M(n. #iiO7 AS
<br />(3). FOR CASE'S WHEN END PANELS ARE USE JOMLY Wf 45' LONG ,® AT
<br />8UT END PAt!£LS ARE NDT CONNEN:Tf4 TO D0T70N TRACK A STOP 8W
<br />SWJ.L eE PROVpiE4 AT T� OF SNN3N PANELS.
<br />(4). FOR 9bTM1ATI0N3 WHEN END PANELS AND SOME A1tERK1R PANELS ARE DIRECRY
<br />WPANf�hS FOi1DYliNQCpS�� StiD1WN ,� WTJ/RACK3Tp00/12K•Ati.
<br />SUCH THAT ADJACENT PANELS S.
<br />(2) � MEANS.. EDGE PANEI_ & 2 YSHPLL � IN
<br />itWBt OVERLAPS RETAWED B`/ aV'
<br />swum
<br />�y v
<br />Y Yl .X
<br />Ao� TrPI t/44 ij4's
<br />SIX BNFET to a OD raN AAA 1YPE t �,
<br />srxaxo roll ,HBTAUA10,a1 a1a ,
<br />LwfpKti,ANCi10R $PANaANS A7W FatNNU,N lau ANAFwR iw4aa0 lW S 3
<br />FDaE OIStAIts ARE AN THIS +w16eaMtw.¢ car.A Ot.i 3 ]
<br />7aN4DIaF FTxt ta. iESa 7Hw 11tOG7E0 ox rantrrt oxe.A. at.tx DJ s ] ,!s
<br />srsao,Ae Ia0f1f8 wu7wR SFA&ao6 er
<br />LapiM.7N8 9PAOIPY7 8hpAN, aA s�7N.E NptYs. FII AIDN OMBIQ) FIOWR
<br />IW THE FouDWrfc FACTOR-� T,as
<br />DaEAntaN m K Ans
<br />e-
<br />sNWeRAo osrWetEo t FACTOR sHAu NOT
<br />WE, tESB Y,wt rpMRRar sWtpHI aaxGiea 7,
<br />FOR t;AN3N AAYplai TYPE LaN.TxRa SN3w0Utd
<br />71
<br />VA
<br />LSM
<br />IS TO BE L
<br />BUILDINGS.
<br />CONTINUOUS
<br />IN
<br />WALL 1�101ON:���OOk N�SNiALLRTiON
<br />4 LIFE SAFETY PANEL
<br />tN�INr'„�MA. MaV.E 3/B'.t'
<br />S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY
<br />t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'.
<br />DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE.
<br />FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS
<br />BE iAOTA
<br />EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED:
<br />FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO
<br />OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS,
<br />IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16
<br />SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt.
<br />TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE
<br />SNtALI. BE AS MENTIONED IN at} AMC IN 8.2).
<br />B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE
<br />RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS
<br />DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS
<br />STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. OR WOOD ATTACHED
<br />FRASIE
<br />PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK
<br />2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M
<br />INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m
<br />FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL
<br />IfNGti1.
<br />3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE '
<br />PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING
<br />+. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O:
<br />RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i.
<br />S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE
<br />fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D.
<br />a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON
<br />DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY,
<br />& ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED.
<br />50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9,
<br />(d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL
<br />9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER
<br />USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL
<br />10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW.
<br />(X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx•
<br />(4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF
<br />- 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R.
<br />- 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL
<br />- /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING.
<br />(rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE.
<br />A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE
<br />FEMALE W a PANELMATE PLUS:
<br />A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4.
<br />1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4'
<br />INTO ANCHORS. ��� � :�
<br />A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt
<br />FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL
<br />H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�"
<br />BE AS MENRNED lii A7) AND W A.2). 'S
<br />(B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r
<br />t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone
<br />- t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - -
<br />- 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A.
<br />- /1
<br />4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br,
<br />PRODUCTS (rm-2D?i pall
<br />i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i.
<br />9mo 3+u 41 SiRETT
<br />aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178
<br />lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne
<br />PE lFAL/9NNRial./aATE U-0AAa71D -
<br />1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at
<br />1 -
<br />INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T
<br />CONCRETSDVAAMON
<br />SEE
<br />EVERY E BLOCK
<br />Soak"
<br />Cn
<br />CU
<br />PANE INTO POURED CONCRETE OR
<br />aa'rxtE.. c
<br />CANPa1A AIANtaA4 � a $ !
<br />cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae
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<br />^ Mast w0 N.s. I $ \
<br />Avm ttAP7 ' I 5
<br />� anal
<br />i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $
<br />f
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<br />r`mear�r "J � m ait�. i omr�wrwsw
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<br />j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47
<br />:. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl�
<br />�� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok
<br />sraE s/e.t' g ��,'�
<br />SE31LE 3/e.t' SCALE 3/Nf.i•
<br />iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL
<br />06E K AT lOP Aa,qL A¢ NNt11HtNF
<br />4 r w RaaL . a + + w 1aAnNs T27 pc A Tt
<br />t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A
<br />(EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone
<br />1--v-f (� 7oP s aYrFwl swarmAas cw � I '
<br />xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br:
<br />«
<br />DEmom Ignme TAIL Ea . mac ossVeE O �' "
<br />aq. • a4R4. ��wa��tttP"PA' AFINIWIA
<br />VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me:
<br />4Na saP. bt at1AEEr
<br />xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78
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<br />4'
<br />�•,_�. I SEE HOTS a eETA.9_.::. Aqa W,NGOtE AtCKDABf 9FS `p4Dw� 7 3'-'i
<br />1• ApA. ',RE � qt SHEET xa BCR6w 1' AWt
<br />1011,
<br />tOR 7 �2 0R©w/ at wf0®.0 -.
<br />• 1A5T PAN0. (1� m 8E INSTALLED AT RM]N
<br />OPEMNo SHNIaWAYs BE FBOVgEO
<br />REAR INAt1LE TO FACS1Uif lNSii
<br />E-Z HANG STORM PANE-ZLERESSY-SMTEUr
<br />tEAmED ro � BSTAUJD F7KRt
<br />WAVE �' . r 1Hspx of srauGTlxtE.
<br />,/r NM,. aP ,/r INtm GW
<br />T.. aRQw/oHw/o�0 «(�
<br />wCAlE3/8A" • 7`
<br />(t). � OF BERIE.4 2Ofa;. E - Z NAND STORM PANEL SYSTEM CONSISTING OF PANEL
<br />Opt#, TRACKS TOP a BOTTOM.
<br />(nOGW"EC BOTTOM . �SHN BE
<br />PROVIDED ALWAYS
<br />Td■P dd�F HEShci1H
<br />O7HETRMB$E A STOP OAR
<br />(3). IF END
<br />2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M
<br />RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO
<br />F7TNERIOR FLAY FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR
<br />IS
<br />ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK
<br />USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION.
<br />(5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. ..........
<br />2'/z4r t'/24 V iwTE a eaoR)
<br />--j-- (Bm» aN 7 a- Nam.
<br />I t" A&f.
<br />ap Y •L'
<br />4 BLLoiY i
<br />44
<br />x fi.•
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<br />marl BE USED TWO ON MATION ES
<br />NOT NEW Erf
<br />1/2' t t/Y. r amr rwA:otl
<br />P/f7E1_ ©m BE RNATALED A7 F:1i'JN
<br />OPkTONG 9fAli KNNYS � PRO�kD xj
<br />REw NiAAIOrE m FACatTh1E p15FMUGION
<br />IF fxfFANOEa m BE INSTALLED FROM
<br />_ ,Nsax aF smFxTURE,
<br />aTwa sfs .. t'
<br />t/Y IrpA. aw N/a• Npx. aAP'-�I-..
<br />t_- -
<br />,�{:T Ca�N _8-8
<br />(1). ������ E '" t TRA4vAS ATTOP P/YEOpLtlSOR T9 CgNc- +
<br />(�AT BDTiDM W/ PANELMAT65.
<br />(2). END PANELS 9iU�tL ALWAYS BE +.ORHECtEB TO SILL
<br />WALL
<br />BY MEANS OF
<br />PMNELMiRES oR ff �US® JMTLY wl t�� TRAAt�c Atf EEFidm PANELS
<br />SMALL
<br />� iANFIECTEO TD W i 4'Y-20x3f4 .S W Y% 32-
<br />YANON� WNi/ l �M(n. #iiO7 AS
<br />(3). FOR CASE'S WHEN END PANELS ARE USE JOMLY Wf 45' LONG ,® AT
<br />8UT END PAt!£LS ARE NDT CONNEN:Tf4 TO D0T70N TRACK A STOP 8W
<br />SWJ.L eE PROVpiE4 AT T� OF SNN3N PANELS.
<br />(4). FOR 9bTM1ATI0N3 WHEN END PANELS AND SOME A1tERK1R PANELS ARE DIRECRY
<br />WPANf�hS FOi1DYliNQCpS�� StiD1WN ,� WTJ/RACK3Tp00/12K•Ati.
<br />SUCH THAT ADJACENT PANELS S.
<br />(2) � MEANS.. EDGE PANEI_ & 2 YSHPLL � IN
<br />itWBt OVERLAPS RETAWED B`/ aV'
<br />swum
<br />�y v
<br />Y Yl .X
<br />Ao� TrPI t/44 ij4's
<br />SIX BNFET to a OD raN AAA 1YPE t �,
<br />srxaxo roll ,HBTAUA10,a1 a1a ,
<br />LwfpKti,ANCi10R $PANaANS A7W FatNNU,N lau ANAFwR iw4aa0 lW S 3
<br />FDaE OIStAIts ARE AN THIS +w16eaMtw.¢ car.A Ot.i 3 ]
<br />7aN4DIaF FTxt ta. iESa 7Hw 11tOG7E0 ox rantrrt oxe.A. at.tx DJ s ] ,!s
<br />srsao,Ae Ia0f1f8 wu7wR SFA&ao6 er
<br />LapiM.7N8 9PAOIPY7 8hpAN, aA s�7N.E NptYs. FII AIDN OMBIQ) FIOWR
<br />IW THE FouDWrfc FACTOR-� T,as
<br />DaEAntaN m K Ans
<br />e-
<br />sNWeRAo osrWetEo t FACTOR sHAu NOT
<br />WE, tESB Y,wt rpMRRar sWtpHI aaxGiea 7,
<br />FOR t;AN3N AAYplai TYPE LaN.TxRa SN3w0Utd
<br />71
<br />VA
<br />LSM
<br />IS TO BE L
<br />BUILDINGS.
<br />CONTINUOUS
<br />IN
<br />WALL 1�101ON:���OOk N�SNiALLRTiON
<br />4 LIFE SAFETY PANEL
<br />tN�INr'„�MA. MaV.E 3/B'.t'
<br />S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY
<br />t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'.
<br />DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE.
<br />FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS
<br />BE iAOTA
<br />EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED:
<br />FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO
<br />OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS,
<br />IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16
<br />SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt.
<br />TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE
<br />SNtALI. BE AS MENTIONED IN at} AMC IN 8.2).
<br />B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE
<br />RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS
<br />DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS
<br />STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. OR WOOD ATTACHED
<br />FRASIE
<br />PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK
<br />2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M
<br />INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m
<br />FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL
<br />IfNGti1.
<br />3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE '
<br />PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING
<br />+. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O:
<br />RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i.
<br />S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE
<br />fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D.
<br />a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON
<br />DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY,
<br />& ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED.
<br />50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9,
<br />(d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL
<br />9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER
<br />USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL
<br />10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW.
<br />(X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx•
<br />(4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF
<br />- 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R.
<br />- 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL
<br />- /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING.
<br />(rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE.
<br />A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE
<br />FEMALE W a PANELMATE PLUS:
<br />A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4.
<br />1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4'
<br />INTO ANCHORS. ��� � :�
<br />A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt
<br />FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL
<br />H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�"
<br />BE AS MENRNED lii A7) AND W A.2). 'S
<br />(B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r
<br />t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone
<br />- t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - -
<br />- 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A.
<br />- /1
<br />4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br,
<br />PRODUCTS (rm-2D?i pall
<br />i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i.
<br />9mo 3+u 41 SiRETT
<br />aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178
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<br />1 -
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<br />CONCRETSDVAAMON
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<br />tN�INr'„�MA. MaV.E 3/B'.t'
<br />S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY
<br />t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'.
<br />DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE.
<br />FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS
<br />BE iAOTA
<br />EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED:
<br />FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO
<br />OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS,
<br />IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16
<br />SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt.
<br />TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE
<br />SNtALI. BE AS MENTIONED IN at} AMC IN 8.2).
<br />B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE
<br />RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS
<br />DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS
<br />STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. OR WOOD ATTACHED
<br />FRASIE
<br />PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK
<br />2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M
<br />INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m
<br />FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL
<br />IfNGti1.
<br />3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE '
<br />PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING
<br />+. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O:
<br />RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i.
<br />S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE
<br />fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D.
<br />a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON
<br />DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY,
<br />& ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED.
<br />50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9,
<br />(d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL
<br />9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER
<br />USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL
<br />10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW.
<br />(X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx•
<br />(4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF
<br />- 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R.
<br />- 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL
<br />- /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING.
<br />(rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE.
<br />A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE
<br />FEMALE W a PANELMATE PLUS:
<br />A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4.
<br />1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4'
<br />INTO ANCHORS. ��� � :�
<br />A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt
<br />FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL
<br />H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�"
<br />BE AS MENRNED lii A7) AND W A.2). 'S
<br />(B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r
<br />t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone
<br />- t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - -
<br />- 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A.
<br />- /1
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