|
----ANCHORS (SEE SECTIONS ON 94EETS 17. 1& 10 t 20)-
<br />Y MAIL 3Ift 46/17, NS/16 UPI. 49/17, oll r wx.
<br />t• MN. MM1S/t9. MAN/19 t NMII/9) rN/N, 799/19 6 r /76 t• WL
<br />o o;
<br />WNW
<br />I { 1 L. '
<br />t BA, M9
<br />°" K-N-1,, A
<br />_
<br />I ,
<br />�._Wi TER I I/T I of
<br />VAX. 3A/t7, w17, oytR 3�/t7. IR/17. 09/1; r
<br />MIN. IAW/i9. TACO/t9 A 9w/20 J SBW/19, 7BW/19 R RW N
<br />MCIWRS (SEE SECTIONS ON SHEETS 17, 19. 19 ! 20) J
<br />OPTION A2 FOR LIFE SAFETY STORM PANELCELEVATION
<br />SCALE 3/Ir-1- 1/r 1LNL w
<br />SECTION A -A
<br />SCALE 3/,r-l-
<br />im 07 1 170)
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARA71ON
<br />PANEL
<br />RATING (P.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONOITpN
<br />+55.0, -72.0
<br />8'-8•
<br />2 3/4'
<br />UNBOLTED
<br />l' 11SA. tXAbt - m I
<br />W owe
<br />(8EY MITE I BOA" 1• M`
<br />PANEL L LENGTHSE
<br />(SHE NOR IEL0,1)
<br />SI BLS.
<br />7/W'V `3/3r
<br />i wNL6 Nur s•
<br />i
<br />-
<br />I
<br />1
<br />J
<br />l
<br />r
<br />1
<br />-J
<br />DOW1
<br />am'
<br />I
<br />(I '
<br />I
<br />7W,b101
<br />t
<br />}
<br />I11
<br />+
<br />wic
<br />"�WINNW�it
<br />L {
<br />I I
<br />t3YWIND
<br />, 0.0.
<br />1 4Y IAPCOIi W r O.F
<br />!
<br />I li" {
<br />{
<br />I
<br />•;
<br />-
<br />(NE" MD)
<br />t 4Y TAPCd1 • r O.G
<br />W�1 t//r2' IIl IMRL40ED
<br />Al
<br />w�t t//r2' MN, tlDlpD®
<br />PDETRttIIp/ wmwm
<br />RA
<br />YSA10M
<br />ON ATOF
<br />OF PWME
<br />--WOOD PIAL
<br />RMWM
<br />YNOW PLATE
<br />Will fflulAIlON )BALL
<br />LId�ON d
<br />WCN.E Sri•-+• SALE u9`.,-
<br />1. NSTAUAIWAL
<br />IOMS ON LY VAUD IN NIRDDM WINMAD. DEMONLOANW
<br />TO 459.3. -T'2.O AN40 PAMl LEARNTIP TO Y-r.
<br />r._
<br />2. AR NEW ill= FAME CNISRWlC,eM woo0 maimsTO R SOURERNPINTND.
<br />2. W/ SPECIFIC ODE" OF o.96 W EQUAL
<br />W r O.C.
<br />i wo
<br />' I
<br />I I ,
<br />' m i m
<br />FIRING N. 20100 I
<br />Am Qw9
<br />I
<br />i PANNE. tDOTH 4m 7N
<br />1 ; (TEE HARE 1 BRON)
<br />' PAML LENGTH
<br />' '• I __-` ._ _._,_ '_... (SEE WORE 1 mal
<br />ICE
<br />tw I I &S. s.0.1' 1 S.•. Ms. w
<br />' i MAY .3 J
<br />PUT - r
<br />11/4Y TA�CH
<br />HI' G.C.w I tpL*7w4m AT
<br />t MVMMN OF l
<br />1 � I
<br />La�ulr
<br />,.
<br />i��aiT7r` t
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2.1•)
<br />-12.50' (EFFECTFAE wmHl
<br />2.000' !3 2.6SY Imm
<br />OALWBE�O SHED. EDGE
<br />TVP.\ 06111 A-651 �•
<br />EDGE NAPE s0 YNMM DETAIL A.J
<br />Nd 0-0 GAD.
<br />L.BRIAAL A ,
<br />----------------
<br />\I/ aiLSMi-iCo•IY
<br />1
<br />PAJEL'S tTe LIP
<br />w/ IHFANLED EDOc
<br />A6'
<br />ISOMETRIC VIEW DETAIL A a6o0- ��•
<br />ROUNDED CORER W ENDS OF PANEI
<br />END UP w/ HEAYLEO EDGE t2S' 7;0-
<br />(N.T.S) 1
<br />�2.00O'--J
<br />O WLI_IBACK
<br />.�r.,25•
<br />S�
<br />•ow
<br />(TAP)
<br />H--3- MaX.--1
<br />O 3"x3!(Wx4i AI.UM_ MOLE O ,stop- UN
<br />11- LONG
<br />5063-75 Mum. ALLOY
<br />w
<br />`V TRACK O ROM= 'U' TRACK
<br />.ei3•
<br />.12r
<br />I g�•
<br />.125-
<br />&�,O�
<br />LIMP•) L.____--.-.5• �,;__.___.-.--J
<br />O JPA 9E 4 ft B (1)2"MS'(Mnz.) ALUM. ANIKE
<br />1 1 1
<br />NOI-TB ANIn. ALLOY
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />0 WCON ANCH010 rArcaN ANGIORS �/4- ,NEON ANCHORS(- Y O.C. _ iY D.C. 1 0 r O.C. Imo\
<br />oft cau POURD CONCREIEy PIXOND CONpEi% j POONED OOIIC9ETj _1
<br />- tp• (�- I/p
<br />EA* i i I cD.• } c Mo. E
<br />ZA
<br />� Hw S•1M11HIN W � All MIHH00. W j HS,, WRT1lS1sl W I ; , Hk DHIIDeWWI W
<br />H- Al� �- o""'aug° : ow""w.i°p1
<br />I WLW1 NS .�. 1HJ� r WI
<br />�,, E+••T•S_I trNt
<br />, � �
<br />IXAu I , j 9 oLA95 ; .-_. - r __ J� °'"du ; i i� t5�6
<br />1K I
<br />I '. i � .N IYN •
<br />1
<br />I I ;
<br />qE.0 t LI I � ++� I IcI0.• � � I
<br />' rSH1E1t� 12.1 WIM 0 i NUT ZSM. IN7I .63ER /3.
<br />(N
<br />t/4' TAPCON AM IDl18 i 1 4• TAPCON ANCHORS
<br />�i 4 1(2- O.C. �1 1/r D.C.
<br />07M06ERFD N/ OM) (WTAB9EED W/ STD)
<br />RED awim
<br />ROREIE HAI NACKN.00K��� BLOOIc
<br />I AIM WALL Mg%.U= owl I Ill
<br />SCALE 3/r-1- Sgtc 3/r-t.
<br />MOW t• A 20 AI, ANa ,TR A
<br />AMSDWR TMw
<br />t/4Y
<br />MDw1
<br />SWOWO MOOD G AR VWVUAMM D
<br />All AA11w DAISSW BA)
<br />3
<br />Pool MDNa
<br />INWOA AIIaeA SPACMI Ale tWYN
<br />LODE 0011 lS AIR MSDORO ON imt
<br />'NWSNAv �� 01•)
<br />a
<br />Nohow AR co. LOW rAw Dz. W
<br />WH ISKU IWS= AMOM S11,ODH6 9Y
<br />wL71PLrN8 SPACING MWN ON Se1A111E
<br />Ylty arW DIM bI
<br />a
<br />ARIL CA 4= NNWRlar
<br />N TM AIL0BR0 FAICim All INS
<br />OPMU= 10 R PONI" AM=
<br />, 1/y,
<br />N
<br />SFAWW WOW® VODW "em fWL 1e7
<br />Illun 7HW M•RWN 3FP0•W DWCOlD
<br />FOR ow" am= TYPE W INS SNENLE
<br />a'
<br />ITN
<br />ELDa)
<br />If RREGOWPAIng
<br />SCALE 3/81
<br />BIAS
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS "" Des"AJLO. DLO"
<br />LEN 1P 10 455.5. -720 PSF AND PANELS CTH UP TO 6•-6•_
<br />2. FOR MEN WOOD FRAME CONSTRUCTOE WOOD MEMBERS TO R SOUTHERN
<br />PAT NO. 2, W/ SPECIFIC DOW" OF 0-% OR EOAL
<br />WALE 3/6•.1
<br />, 4Y-1ON3l4S,i MS Rf
<br />` /6YcJ/3Y MpNO NUT WAS
<br />r4' TAPOOR ANCHORS
<br />4 1/r O.C.
<br />�i ?iiL7 F t. III
<br />2 1• i
<br />TAPOON NOW"
<br />O.C.
<br />WALE 3/W-.l
<br />FLORA 1IU1D1NL COW (PBWh Vol U.
<br />A.N.
<br />E'�'BaoWq
<br />LBLM9SRB��LIS�� H�It��� � .
<br />IIIIIIllillVlllllllllllliillillllillllll
<br />R
<br />Nurrkam
<br />074
<br />_J 8 NDR 4 •EDw. _ • :SAE M0L[ I
<br />L14----
<br />A'nN
<br />ANEwx I
<br />•,••• D�7�{� tpDVpf/
<br />12' i !1/a
<br />I• W.' w'6Y xc rWWWOM .RtGI 1"1
<br />w SQ SBCIeMi W M[T M
<br />t/i TA EW P/MF15)
<br />M� •IkFI'b,� L
<br />OR W/ DR W
<br />a W ® • ®
<br />+ A.-.2 to R DETAlED 11T FAFJ/
<br />N �( 1� R SAT �FA/GI
<br />AMYE R PRGADED w/
<br />R� TO DaiFRNLATNi
<br />RLM /NqE 1D FACEIFAIE NSTNLAipii
<br />WL7 AUEp FIFA
<br />_
<br />MBE OF STMJMUC
<br />_Z HAM STOW
<br />N
<br />ItWSE - 1'
<br />saWE . 1
<br />1H- Al w 1/4• Maw
<br />w w• Aw GAP -If
<br />1, X-7 7 \77 \ 7 " 7"`7 7 7 -\ z x I/ 'it
<br />T ••�w/•"y®•®
<br />1
<br />B ALa �"•
<br />SEFr, O j� T ON A
<br />TOME �- - t•
<br />�1� JBI= ►""�
<br />+
<br />(1). DEEINDOII OF SFRws tnOD: E - Z HANG 870RM PANEL SYSTEM CONSWM OF PANEL +
<br />Pious,..
<br />TTE PLUS DR Ir LONG
<br />AM aCP
<br />(1 ). OEFIDTION OF 2000: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PAWL +
<br />AT PANEL►A
<br />CALM. TRACKS TOP ! NOTION.
<br />(2). },)W PANELS SHALL, ALMAWs BE CONIWCTm TD WORDY TRACK ODfERWFSE A srOP MR
<br />(2). END PANELS SHALL ALWAYS BE CONNECTED TO Su WALL BY MEANS O
<br />PAIFJAAlE9 I F I Y w la LONG TRACK AT� �OT�Y EIID PANELS
<br />(P� SALL R PRONGED AT TOP SMR PNELS.
<br />SHALL SE COFOWCTED 5W/ 1/4'h20w7 4.5 W'/ 7/g7X3- /32
<br />ARn 6rro TN1hED
<br />(3). F EHW PANEtS AAE C� TO eGTroN Ti4tlf. / sIMtL eIX1S8T GP
<br />1/4'I-20A3/4- Y.S. w 7 6- 32' TOM NIIT OR 1 4 4' 71HtALBSCREw
<br />C7,)(EOE: Al
<br />DESCRIBED
<br />IRO TIPPED BOIiOY TOL of fASTEERI Y AT EITHER 0f Two
<br />(3), FOR CHUTES VNEN DID PANELS ARE UBE JW(RY w/ 55 tdq ® AT
<br />BUT DID PANELS ARE NOT COWROCi[D 10 BOTTOM 1TACK� 7L STOP BAR
<br />EXRERLOR MT PUWQES OF DID PANEL.
<br />.M.M R PRONGED AT TOP OF lUCH PAFWLS.
<br />(A). IN CAN THAT ENO ARE NOR COAECIED TO BOTTOM TXMX BE Q.4. A STOP BAR
<br />6 ONLY USED TRACK
<br />MSG SPIES ARNDICA AON ADTE I ABOVE. IN SLCN tONECTIONOfOfCOMiWLS
<br />(4). FOR 9WRAIJA110NS 1WEM END PANELS AND SOME NMRM PANELS ARE DIRECTLY
<br />MOUNTED TO EXISTING SILL WALL OF
<br />10 BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION.
<br />�P _/�,_ B TO TACK TO�
<br />I. TWO ON 04
<br />NT
<br />CAS,SHOWN
<br />10 )/ DOES (5} SEE SEI;110N 1', Y t 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. NOT REED TO BE CONNECTED DISTANCE. FOR TO L2) BY NF1' YEWS. TWACI( (?) lINi1 RHN67ALED
<br />(� THE LEFT t ROrt soE a BREAM E11166tloo0RRR PANEL) WqE
<br />IAIAl`yj
<br />P,
<br />t�P r
<br />, iMiKIRCMERLAPS A
<br />1,-t0Y PAHWLMNTE PLLIS 11/
<br />. 3/wtNO NUT WASHER
<br />• & 6 1/4 O.C.
<br />on CONCRETE INOL11
<br />KQUM
<br />WALI..YQ!! a��IIA� NdTI�!
<br />P�tlEL
<br />SCALE 3/Y-1-
<br />MET" A AIt A11d10114 A
<br />now TMB
<br />1/4•.
<br />wm
<br />1/4'.SR
<br />WSPACING,SPACING,FOR MOIALLL A1HOtt INTO w0000 0•
<br />r AINs D,1HOM 00
<br />3
<br />NRWW NtWLWLD.
<br />MMRM.MCM WA� AM MINIMUM
<br />OK WOOD![ NNE •OIC1011) O IND
<br />'WNwwn
<br />sadam Ale CA Lm TAN DIWAtm GX
<br />�aW Owme W om ON 30 90LLE
<br />VAIW 1ts1m Y PHi
<br />3
<br />3 1/2
<br />AMIK Y sERq
<br />Rw10R
<br />SIT llw FMLOre FACIWW. AR /MS
<br />@Dmm 10 R PM" Rm m
<br />2 1
<br />-
<br />-
<br />woms Wr1A IrN6 HATER SHALL NOT
<br />R LM TWA iRWILAM SP" 6 *MAW
<br />FOR ON ANCHOR TIRO W 1411 MOM"
<br />a•
<br />/Ap
<br />/Jq
<br />at
<br />-
<br />W.� W i i
<br />AWn Is ' I
<br />t
<br />I
<br />i I �
<br />w�l AFH.R W - 1
<br />I
<br />J
<br />f c
<br />I
<br />i I i
<br />1 � I
<br />i 1
<br />14-10-0 mmou PLUS W/
<br />4..r..�nY AlE a 3/32'• WIND NUT U MR
<br />POIDWD CONCRETE
<br />an CONCRETE
<br />TIMUMM SOCK
<br />WALL. Mt4= I I ATM
<br />NECIMIr
<br />a LULjj7df pAIEEL
<br />Sr- P 3/8'-1 •
<br />eBMs1•M In 14W116 HDFrtWMe /MIRL areTru
<br />1. E-2 WINO STORM PANEL SOWN ON THIS PRODUCT EVALUATION DOCUMENT (Il HAS BEEN YEW= FOR COMPLIANCE N B.1) MINIMUM BAEDMEW OF TAPCON ANCHORS AND PANEIIATE FEMALE 0 • PAHELNATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 202D (71h WIDOW) OF THE FLORIDA BUILDING LADE BLOCK SHALL BE 1 I/4-.
<br />DESCH WIW LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. Ill MINIMUM EMBEDMENT OF 1/4•0 X 7/6• CAX-N ANCHORS SHALL BE IS 7/B' NCO COIGETE.
<br />FOR A WN0 SPEED AS REpUMED NT 111E JIIRISDJCTIDN WHERE THESE SITTER wu BE 61SFALI AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL ■ PERMITTED.
<br />FOR A ONECIONAUTY FACTOR KdN.65. USCG A90E 7-16 AND SHALL NOT EXCEED TIIE MRKIMINI {BSA.) 1/4' 0-20 SS WEVMX BOLTS USED SHALL BE LONG EMWU004OLRD ANY NISI MMMIL D" TO
<br />CESOL PRESSURE PATHOS INDICATED ON SHEETS 25 k 21L b0l 3/4' Km ANCHORS.
<br />N OLDER TO VERIFY THE ABOVE CONDITION, ULIWTE DESIGN WOW LOAM DETERMINED PER ASCE 7-15
<br />SHALL •E FIRST REDLICED TO ALSD. DESIGN WIND LOADS BY MULTIPLYING Ill BY 0.6 N ORDER TO B.3) N CASE THAT PRECAW STOW, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTED WALL
<br />70 COMPARE INM W/ MAX. (il DE&WI PRESSURE! RATINGS INDICATED ON SHEETS 25 t 26. AM ON= SHALL BE LONG ENOUGH TO REACH THE MAIN STRIICTINE BEHIND SUCH PANELS. ANCHORAGE
<br />OWL SE AS MENTIONED IN 91 AND IN 042).
<br />N ORDER TO VERIFY THAT COMPONENTS /POIENMS AANCHORS ON TITS P.E.D. A5 TESTED CODE NOT OVER STRESSED. A 331 BORFiIwE
<br />N ALLOWABLE STRESIS FOR WIND LOWS SO AM USED N THEN ANALYSE fASmmits S•ACOG TO WOOD I" BEEN
<br />DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SCOW. BE INSTALLED FOLLOWING ALL OF THE REDUMMO WTVS AND SPECIFICATIONS OF THE AItHOR•S
<br />MNOJFACTUREIL.
<br />STORY PANEL'S ADEOWLY FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESIWM TESTING LABORATORY. INC. REPORT / 2032. NIB PROFOOOLS TA-2Gt. It IT SHALL BE THE RESPONSIBILITY OF THE CONTFMLTOR TO YEANY THE SOUNDNESS ESS OF THE STRUCTURE mom SPMTIER
<br />TAS-202 AND TAS-203. BEo PROPER M OOR04L THE SHUTTER SHALL DULY ■ ATTACHED TO CON ML BLOCK
<br />DaTLTO
<br />2. THIS SYSTEM HAS BEEN MOM TO BE 0WALLJb ON THE OUTSIDE OF TIE OPP" ACCESSM THE OPENING FROM THE
<br />MMK w/o THE UK OF A LADDER OR OR LET. THIS APPLICATOR IS VALID WHEN INSTALLATION IS NrEmoo TO BE PERFORMED 12. THE INSFAUTRN CONTRACTOR IS TO SEALACAN RX ALL SHUTTER COMPONENT N WU9
<br />PONENT MGM mcm REMAIN CONTM
<br />FROM 1HE NStOE OF STRUCTURE. CONTACT IN WITH TBUILDING TO PREVENT WOW/RAN NMOM. CAULK NO SEAL SHIRTIER TRACKS ALL AROUND FULL
<br />3. SUM IWO INSTALLATION N IS APPLICABLE TO SINGLE ADOUBLE HIND STYLE MOM WHEN INSTALLATION 6 REAMED To BE
<br />READIED FROM THE MM OF SYRUCRME. 13. STORM PANE. VWAUATM SHALL COMPLY WITH SPECS SR01CA7E0 N THIS DPAMG FILM ANY BURONG AND ZONNO
<br />4. SAES 2000 INSTALLATION IS APPLICABLE TO SINGLE ADOUBLE HUNG AND HORIZONTAL St.1DEws STYLE WJFDaWs WHEN REMATOG PIR DED BY THE JURISDICTION WHERE PERMIT I$ APPLIED T0.
<br />INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE NSDE OF STRUCTURE. 14. ATW M WIDOWS ARID DOORS. INC. E - 2 HAND STORY PANEL SYSTEM- S POW PM,
<br />5. ALL ALUMINUM EXTRUSIONS TO SE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION ODCO[NT iP.EAJ PAWPAW BY 1NR EMCBEER 6 CEMPoC AND ODES NOf PR01BE
<br />NNOR AaM FOR A SITE SPECIFIC PROJECSC MA. COHERE THE ME CONOIIION3 DG MTE FROM THE P.ED.
<br />6. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY.
<br />I CONTRACTOR TO BE R EWOtMU FOR THE SaWT10N. PURCIVISE Me WNIATION 6FCUMNG LIFE SAFETY of
<br />7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. All A-653 GRADE 50 MAN., GALVAl STEEL THIS PRODUCT BASED ON THIS Il PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGwiION w/FT- SGS kM (AFTER R011 m}. THE DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S REPOSOUrY,
<br />0. ALL SCREWS TO R STAINLESS STEEL 304 OR 316 AS SEAS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON (e) INS PRODUCT EVALUATION DOCA M AT WILL BE CONSIDERED NVIIO IF MODIFIED.
<br />50016 w/ 5O Ill MELD STRENGTH AND 90 kW TENSILE STRENGTH !SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
<br />(d) SITE SPECIFIC PROJECTS SIlAl1 BE PREPARED BY A fLORDA REGIMEtED ENGINEER OR ARCHITECT IRIICIH WILL
<br />9. BOLTS 70 BE ASHY A-307 pALVAN12ED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MNMIM YIELD STRENGM. BECOME THE ENGWEER OF ItfCORO (EO.R.) FOR THE PROJECT AND 040 WILL BE RE"ISBLE FOR ?HE PROPER
<br />USE OF NNE P.E.D. ENWEER OF RECORD /tCT11G AS A
<br />DEUDGAI D ENG M TO THE PLD. DMM. SALL
<br />10. ANCHORS TO WALL SPNLL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE S+EGFIC DRAIDNGS FOR REVIEW
<br />(A) ,D EIOSTMD R10llIFD COrn•NI'1r•
<br />(.) ,H.9 P.Ep• SMALL BEM ,1W WE AND DRRiRM1 SEAL AND SIGIATUNIE OF THE PROFESSIONAL EINMEEI OF
<br />- 1/4-0 TAPCON ANCHORS AS MA NUFACTAIEQ BY LT.w. BUIRDII INC. (INN. FC-3192 Pat) RECORD THAT PREPARED IT.
<br />- 1/4' • X 7/8• CAK-N ANCHORS. AS LWUFACTURED BY DESALT NC. (MIN. VC-3000 Ill 16. STORM PANEL YYAFACTIAER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOGGION AT STORM PANEL N
<br />- /t4-10 PANEL►MRE FEMALE 0 t PANELDYUE PLUS AIGIORS, AS MMUFACTAED BY ELCO CONSTRUCTION PRCOUGIS.
<br />ACCORDANCE WITH SECTION 1701l OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED TOR EERY OPENING.
<br />(FC-3360
<br />W.LJ L40 M/0 TO COMPLY WITH SECTION 1700A.2 OF THE FLORIDA BUILDING CODE.
<br />At) NORMAN FAAEDWW OF TAPCON ANCHORS INTO POURED CONCRETE SHALL SE 1 3/4' AND 2' FOR PANEUEATE
<br />FEMALE 0 t PANEIWTE PLUS.
<br />A2) MNMUM EMBEDMENT OF 1/4-0 X 7/6- CAI ANCHORS BALL ■ IS 7/07 INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FNASH IMTERAL SHALL BE PtRWr1ED.
<br />1/4- 0-20 SS SOEwAK BOLTS USED SHALL BE LONG ENDUGN(SHOOD ANY FINISH NATIONAL COST) TO ENGAGE 3/4-
<br />INTO ANCHORS.
<br />1L:11�
<br />AS) IN CASE THAT PRECAST SI01E. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EOSTINO WALL. OR �' •••• ••• r
<br />�vCEN.O�•':4%
<br />FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE ICON STRUCTURE BEHIND 9" PAWLS. 44C OR401 SHALL `7�:'
<br />BE AS NENTNED IN A1) AND IN A.2). `T
<br />No.44167
<br />FLORIDA BUILDING CODE h Y NUrtfOWRI ZOWI
<br />- 1/1' D TAPCON ANCHORS AS MAANFACIUME® BY IT.w. BU0.0EX. INC. FLORIDA
<br />lUtti0. A15 - 1/4- • X 7/0- CALK -IN MOCK AS MANUFACTURED BY DEWALT INC. (Fm-1500 Pillper.,• A2 20 UK GALVANM STEEL STORY PANEL
<br />- /14-10 PANEJATE FEMALE 0 AND AE PAWUPLUS ANCHORS. AS MANUFACTURED BY RCO CONSTRUCTION : ; 0NM Ill
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