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MrHORS (SEE S=ONS ON SHEETS 17� Is, 10
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<br />ORT19N #2 EOR UEE SAFETY RM PANEW1 ELEYATION
<br />SCALE 311W-1- I/r WK.
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<br />SECTION A -A
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<br />MAXIMUM A.5.0, QUIGH PRESSURE RATING (12.s.f.) AND
<br />A,;� . ........
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L- KHEDUL-E
<br />No. 44167
<br />FLORIDA BUILDING CON (Mgh Volocily Nu cans zone)
<br />MAXIMUM A.S.D. Mos. PANEL LENGTH
<br />DESIGN PRESSURE L (fQ MINIMUM SEPARATION PANEL 20 GAGE MVANIZED STM STORM PANEL rp-
<br />RATING (p.at) (SEE SECTIONS) TO CLASS CONDITION MAN "
<br />GLOBAL PRommoN PRmucTs. Lm. "mvmz"
<br />+55X. -72.0 81-81 2 3/4- UNBOLTED
<br />20-176
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<br />F-9
<br />IRMLLMION DEWLS FOR QfII Z EQR UFE SAEErY STORM PANEL MTEM
<br />INTQ EXIST-ING P011 ED ONCRETE 98 CONCRETE BLOCK MUMBES
<br />1 4.
<br />1-,V-16� VAPCON **QW -42.wook moos IZ4- upow Moo"
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<br />WALL MQUNTING IfWALLAIT16N WALL UQU X" MQUKINIQ IMULLATION 014. MM IN=LLATION
<br />=MK-f NO INS-1A=1
<br />0 REGULAR ANEL R2155--ftbirt- a uzm�FL
<br />SCALE 3/8'-1" SME 3/8*�I' SCALE 3le-l"
<br />Six SHM 10 6 20 FOR Aw"m TYK "I"Imf
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<br />RMWE INAMa I&L APPAIR W*V& OQ S
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<br />WINIMPI ANOM VACOM AND NOMM 3 EN
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<br />S:t� MR EA A= ON
<br />SCHMITZ SMICE LM TeM Wor
<br />"mm WAON: sm" 04 SCHEIKILE men cam momm 4167 11 1 am Imoo, w- f--.
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<br />I", THE foulmm FACTORS, FOR INS WAw er�
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<br />SPA" OFWNW LAQW1 04304 OT GLOBAL PROTECT0 PRODUCTS, LUC, TTMQq1b-
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<br />INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy
<br />INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES
<br />1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C=
<br />V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q
<br />VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM
<br />NA
<br />ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt
<br />:LA4WC=NW BE IS 7/8
<br />PON A W! . C'.
<br />D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*)
<br />A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO
<br />UI
<br />DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26.
<br />MIRIAM =JAGER
<br />1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ
<br />11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if
<br />Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING
<br />/ ItCWAT PbRETRAWN AT 'am HEADER WALL,
<br />WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE
<br />HICAM I I -
<br />Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2),
<br />12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M
<br />ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS
<br />f MC=
<br />IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE
<br />/p,
<br />NTH SECTION
<br />STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF
<br />V) = C-4
<br />T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn
<br />M!L
<br />FROM INSIDE OF STRUnAFM
<br />CONTACT WITH THE 'to
<br />LENGTH, 2--
<br />.L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u
<br />M.. M- To PAM 10 CP
<br />"NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3:
<br />SCHEMAL i I ON � 'J; W
<br />fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO.
<br />PANE. LENGTH (SEE NOTE I ounw)
<br />W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go
<br />Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM
<br />IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS
<br />1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW)
<br />5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo
<br />INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D.
<br />S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF
<br />Lm
<br />I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON
<br />Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w
<br />IT
<br />low. tH=
<br />PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED.
<br />50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314
<br />IMIDWOTH OF PLATE
<br />(,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL
<br />9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE
<br />CWT. I
<br />-0 1
<br />USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO
<br />IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW
<br />-0 1 (A) Rm
<br />THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT
<br />CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W
<br />C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS,
<br />WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE.
<br />L
<br />1 4'6 TAPOON 0 r Q.C�
<br />IAPCON 0 5 D.C. TAPOON 9 a, mc�
<br />I 1 9' WIN. I)IREADED t
<br />3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM
<br />a B 1/4, C.C. . (.)
<br />(IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS,
<br />"vn wV =A
<br />=/Llt AT IWOWICTH 1 11,
<br />I --DOD PLATE
<br />OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO
<br />#1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED,
<br />PLATE PLATE "40'r #411
<br />1- W
<br />WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4-
<br />WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE
<br />*Mika IN$ ER 7m * L Lu
<br />SCALE 314r-i- lo.�Fe�
<br />6>
<br />A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF
<br />WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM
<br />11 SHALL
<br />0 ]EGULAR I 6MVW MPUAWYEL VW
<br />9AW 814
<br />I W11 AM
<br />SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)�
<br />Titt
<br />No. 44167
<br />0 REGULAR PANE1 0- N. z
<br />(0) TO EXISTIK aWARETE ALMLA&U,
<br />SCALE
<br />Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC,
<br />3/fr-1 SCALE
<br />1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01
<br />UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p.
<br />j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL
<br />%0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY,
<br />2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM -
<br />POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.)
<br />5,T w/m/mo
<br />GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC.
<br />am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc.
<br />2- FOR NEW WOOD "m SIX 51 snw
<br />IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3�
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<br />EQEt A9
<br />I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM
<br />CONCRETE ANCHORS
<br />SCHM" ON SIM zsr-
<br />-15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6
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<br />REVERM -h- TRACK
<br />PANEI:S 00 UP VYP.) SO4EIM CL
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<br />M. YIT� 70 PAM W Ow ad"
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<br />INTERIOR PANDS; VOW on" To CAM.
<br />OR W/ OR W/OrJ6 (D PAh 4 L Cn
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<br />#ME Or STRUCTURE I
<br />TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop
<br />.125" A2r
<br />E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM
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<br />ROUNDED CORNER 0 ENDS OF PAW
<br />END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0
<br />(NAS) SM A --A
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<br />==PAn 510." OF PANEL CU 0-
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<br />0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,-
<br />COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI
<br />.1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w
<br />ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS
<br />SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P
<br />(�) , j i m
<br />L =,14
<br />6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U)
<br />125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou
<br />EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L
<br />OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT
<br />Mm PROVIDED AT TOP OF
<br />(4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW:
<br />IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm
<br />az
<br />TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N
<br />NO SHOWN ON ELEVATION AND W I AT
<br />I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4
<br />-7 1. TWO Fmawp I,
<br />3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW"
<br />us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St
<br />IN MAY BE USED t w, wa - It OF (ID
<br />�w NEED IN TM- aN MW 2M
<br />SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16
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<br />THEIR 8
<br />NO. 44167
<br />FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone)
<br />Hur no Zone) u no Zone)l <
<br />44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT
<br />colmn III ANY WAY To A "m Tuam PC
<br />mm am lum WC. INSMILLAWN.
<br />TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z
<br />ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic.
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<br />.01031awn 4#1
<br />SHEET NO.
<br />SH 1.2
<br />I I -T i 1611-11, 11 ''1 L IkA 1 11 1 1 i F- F- I -fill ---------- F-T-
<br />MU MQUVVNG I N"&M
<br />a #�,,mirm
<br />SCALE 3/8--1-
<br />Six SHM 10 6 20 FOR Aw"m TYK "I"Imf
<br />NW214 FOR INSTALLINION5 INTO WOOD
<br />RMWE INAMa I&L APPAIR W*V& OQ S
<br />*=7.- �= a a
<br />WINIMPI ANOM VACOM AND NOMM 3 EN
<br />WM MUNCIE ARE NeIrAIM ON INS FLORIDA BUILDING CODE 0*9b votocity Itu can* Zone)
<br />S:t� MR EA A= ON
<br />SCHMITZ SMICE LM TeM Wor
<br />"mm WAON: sm" 04 SCHEIKILE men cam momm 4167 11 1 am Imoo, w- f--.
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<br />I", THE foulmm FACTORS, FOR INS WAw er�
<br />owwv" To a poswowo� amm
<br />SPA" OFWNW LAQW1 04304 OT GLOBAL PROTECT0 PRODUCTS, LUC, TTMQq1b-
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<br />INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy
<br />INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES
<br />1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C=
<br />V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q
<br />VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM
<br />NA
<br />ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt
<br />:LA4WC=NW BE IS 7/8
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<br />D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*)
<br />A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO
<br />UI
<br />DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26.
<br />MIRIAM =JAGER
<br />1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ
<br />11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if
<br />Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING
<br />/ ItCWAT PbRETRAWN AT 'am HEADER WALL,
<br />WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE
<br />HICAM I I -
<br />Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2),
<br />12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M
<br />ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS
<br />f MC=
<br />IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE
<br />/p,
<br />NTH SECTION
<br />STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF
<br />V) = C-4
<br />T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn
<br />M!L
<br />FROM INSIDE OF STRUnAFM
<br />CONTACT WITH THE 'to
<br />LENGTH, 2--
<br />.L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u
<br />M.. M- To PAM 10 CP
<br />"NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3:
<br />SCHEMAL i I ON � 'J; W
<br />fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO.
<br />PANE. LENGTH (SEE NOTE I ounw)
<br />W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go
<br />Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM
<br />IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS
<br />1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW)
<br />5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo
<br />INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D.
<br />S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF
<br />Lm
<br />I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON
<br />Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w
<br />IT
<br />low. tH=
<br />PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED.
<br />50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314
<br />IMIDWOTH OF PLATE
<br />(,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL
<br />9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE
<br />CWT. I
<br />-0 1
<br />USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO
<br />IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW
<br />-0 1 (A) Rm
<br />THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT
<br />CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W
<br />C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS,
<br />WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE.
<br />L
<br />1 4'6 TAPOON 0 r Q.C�
<br />IAPCON 0 5 D.C. TAPOON 9 a, mc�
<br />I 1 9' WIN. I)IREADED t
<br />3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM
<br />a B 1/4, C.C. . (.)
<br />(IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS,
<br />"vn wV =A
<br />=/Llt AT IWOWICTH 1 11,
<br />I --DOD PLATE
<br />OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO
<br />#1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED,
<br />PLATE PLATE "40'r #411
<br />1- W
<br />WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4-
<br />WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE
<br />*Mika IN$ ER 7m * L Lu
<br />SCALE 314r-i- lo.�Fe�
<br />6>
<br />A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF
<br />WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM
<br />11 SHALL
<br />0 ]EGULAR I 6MVW MPUAWYEL VW
<br />9AW 814
<br />I W11 AM
<br />SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)�
<br />Titt
<br />No. 44167
<br />0 REGULAR PANE1 0- N. z
<br />(0) TO EXISTIK aWARETE ALMLA&U,
<br />SCALE
<br />Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC,
<br />3/fr-1 SCALE
<br />1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01
<br />UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p.
<br />j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL
<br />%0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY,
<br />2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM -
<br />POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.)
<br />5,T w/m/mo
<br />GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC.
<br />am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc.
<br />2- FOR NEW WOOD "m SIX 51 snw
<br />IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3�
<br />0441- FL % 20-176 20-176
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<br />na"m #' 11"M 0 Or 26 FORM LNj Vllp�- I i ar a I am
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<br />COMPONENTS FQ8 SERIES 2000 & 1Q0Q E=Z HANG STORM PANELS X/24 INSTALLABON RIES 200Q ANQ 10Q0 E=Z HANG STORM
<br />EQEt A9
<br />I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM
<br />CONCRETE ANCHORS
<br />SCHM" ON SIM zsr-
<br />-15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6
<br />(111 II.."A - 4t
<br />12,50V (EFFECTIVE W"- 2 I"v 0) , m
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<br />PANEI:S 00 UP VYP.) SO4EIM CL
<br />ISM HERE 4 sovibum
<br />MR CONCRETE AHCHM sm El 10 QLAW 29
<br />M. YIT� 70 PAM W Ow ad"
<br />HEMMED EDGE -m P,,,f)ON 11 -w 19 A
<br />Ann=
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<br />INTERIOR PANDS; VOW on" To CAM.
<br />OR W/ OR W/OrJ6 (D PAh 4 L Cn
<br />ISI IWAN Opom"O
<br />PM &AT ALWAYS
<br />#ME Or STRUCTURE I
<br />TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop
<br />.125" A2r
<br />E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM
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<br />3.AO t-1/404- OW
<br />V4. 1k. rwl- I
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<br />;\777V7"=77"7/\/� N
<br />ISOMETRIC VIEW DETAIL 2,600 2.6w N./- -\-z- C-E
<br />t or 0-, o", ar
<br />ROUNDED CORNER 0 ENDS OF PAW
<br />END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0
<br />(NAS) SM A --A
<br />�7 16-
<br />j
<br />.250
<br />==PAn 510." OF PANEL CU 0-
<br />F ItILTS R 15, LOW
<br />0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,-
<br />COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI
<br />.1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w
<br />ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS
<br />SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P
<br />(�) , j i m
<br />L =,14
<br />6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U)
<br />125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou
<br />EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L
<br />OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT
<br />Mm PROVIDED AT TOP OF
<br />(4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW:
<br />IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm
<br />az
<br />TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N
<br />NO SHOWN ON ELEVATION AND W I AT
<br />I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4
<br />-7 1. TWO Fmawp I,
<br />3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW"
<br />us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St
<br />IN MAY BE USED t w, wa - It OF (ID
<br />�w NEED IN TM- aN MW 2M
<br />SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16
<br />'okkkOmft", 140T V ETALLED Lu
<br />THEIR 8
<br />NO. 44167
<br />FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone)
<br />Hur no Zone) u no Zone)l <
<br />44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT
<br />colmn III ANY WAY To A "m Tuam PC
<br />mm am lum WC. INSMILLAWN.
<br />TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z
<br />ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic.
<br />GLOBALPROTECTI 11LIEC0.7 GLOBAL P T,,,WaT
<br />4W
<br />STOP MR GLOBAL PROTECTION MDUCTs. Lm z
<br />ON PRODUCTS. LLC
<br />III LONG =I.
<br />3*x3!(hk*xJ AM, AINGLE To 5mm
<br />20-176 20-176 <
<br />MOM, OUAft-7W, Fft ad.)610-411T? VATIM m4)oRw-7w, bw =0"I"o-em
<br />600-16 AlUfn ALLOY .04M."
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<br />INSTALLATION 12ETAILS F-QR OPTION J2 FOR ITIFE 5AFE31 STORM PANEL SYSTEM INSIALLATION DETAILS EQR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM m&ML Narm vALm r-7 mm smam PAM symy
<br />INIQ EXISTING WOOD STRUCTURES ISTING WOOD STRUCTURES
<br />1, E-Z HAM STORM PANEL ON THIS PRDDL= EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED MR COMPLIANCE IN RI) MINIMUM EMBEDMENT OF TAPCON ANCIfORS AND PANELMAIE FEMALE PANawt FILMS INTO CONCRETE C=
<br />V-,-l" 1-71 ACCORDANCE WITH THE 20MC 1, EDITION) OF THE FLORIDA BUILDING CODE. BLOCK WQLL at 1 1/4" 0Q
<br />VFT"L7rT T-7--fl 7 , 11-� , MAN WIND LOADS SHALL BE DETERMINED AS PER SECTION A620 OF THE A9OW M D CUM
<br />NA
<br />ENT*& 0�2) MAIM.L11.=0.F;1�4Z.1 7�4&rt
<br />:LA4WC=NW BE IS 7/8
<br />PON A W! . C'.
<br />D&roHW,=%_r 4URWON1 WHERE T Ir I.El IWAI�r*)
<br />A=Nbm 0, CEETIT HLUM IT t/4" 0-20 SS SIDEWALK SOLTS USED SHALL BE LONG DMGH($HOULD ANY FINISH MkTEK#,L EMT) TO
<br />UI
<br />DESIGN PRESSURE RATINGS PlOrAlm ON SHEETS a & 26.
<br />MIRIAM =JAGER
<br />1/4'o TAPCON 0 S' OX, 1/0 TAPCDN 0 6- MC. PrAm ve INTO meHom > LAJ
<br />11A .. 44*0 TAPCON 0 v 0,C, THREADED THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE RESIGN WIND LOADS DETERMINED M ASCE 2-if
<br />Im AT WOOD =45 At WOOD SMALL HE FIRST REDUCED TO ASO. DESIGN WIND uumfy mURTIPLYiNGTHENI By ILS IN ORDER TO 113), IN WE W PRECAST STONE. DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING
<br />/ ItCWAT PbRETRAWN AT 'am HEADER WALL,
<br />WADER HEADER TO COMPARE THESE W1 MAX. ",0) DOMM PRESSURE RATINGS INDICATED ON SHEETS 25 & 26� ANCHORS VAIL BE LONS ENOUGH T40 BEACH THE MAIN STRUCTURE W4ND,SU04 PANELS. ANORDRAGE
<br />HICAM I I -
<br />Y 1. 1 SHALL BE AS NOMONEID IN 0.1) AM 94 0.2),
<br />12' 1/4' 114- IN ALLOWABLE STRESS FOR WIND LOWS WAS AM USED IN THOR ANALYSIS, FAST04ERS SPACING TO WOOD HAS 8M
<br />ma. DETERIAIMED IN ACCORDANCE WITH NOS- =I& (1) ANCHORS SAU BE AISTALLED FOLLOWING ALL OF THE RECOMMENDA11M AND SPECIFICATIONS OF THE ANCHORS
<br />f MC=
<br />IN ORDER TO VERIFY11W COMPONENTS AND ANCHONS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE
<br />/p,
<br />NTH SECTION
<br />STORM PANEL'S ADMUACf FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED w A=RWCE 1626 OF
<br />V) = C-4
<br />T ftwupm 114E ABOVE MENTIONED CODE AS PER FENESTPATION TESTING LABORATORY. INC, REPORT 1 2032, AS PROTOCOLS'lASF-201, I I Ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MU"E WHERE SHUTTER tn
<br />M!L
<br />FROM INSIDE OF STRUnAFM
<br />CONTACT WITH THE 'to
<br />LENGTH, 2--
<br />.L. 3, SERIES 1000 INISTALIATION 15 APPLZ49LE M SINGLE AND DOUBLE HUNG STYLE WINDOWS 04EN INSTALLATION IS REOURM TO BE u
<br />M.. M- To PAM 10 CP
<br />"NEL U14GTH PANEL LENGTH I IRE SCHIDULT PERFORMED FROM M INSIDE OF STRUCTURE. t3i STORM PANEL ENSTAILATIONSHok-1. COMPLY WITH SPECS INDICATED IN INS DRAWINC PLUS MY BUILDING ANED ZONING 3:
<br />SCHEMAL i I ON � 'J; W
<br />fm mm I BoLow) W.. I REGULATIONS PROVI= BY THE JURISDICTION WHIERE PERMIT IS APP= TO.
<br />PANE. LENGTH (SEE NOTE I ounw)
<br />W so*"" 10057m Ift, $9-mr" PANEL LENGTH Tom 4. SERIES 20M INSTAILLATION IS APPLICABLE 10 SWtAX AND DOUBLE HUNG AND HORIZONTAL SUDERS ST-11E WINDOWS WHEN Im Go
<br />Ons I* ww 0a NOTE 1 snow) 10 M.. V M., INSTALLATION IS REOURED TO BE PERFORMED FROM THE MOE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS� *& E - Z KAM STOIRM
<br />IXASS (SEE NOTE I Mae) T= PANEL LENGTH PANEL LENM SYSTEM. IS
<br />1/4 ISEE NOTE I BELOW; 1/4-0-200' (BE NOTE I BELOW)
<br />5. ALL ALUMINUM DITRUSIONS TO BE "53-16 AULOf AND TEMPER� (UNLESS OTIUMSE NOTED) M (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS %L= GENERIC AND DOES NOT PROMOE Lo
<br />INFORMATION FOR A Sn SPECIFIC PROLIECT; I.*. "TE FROM THE P -D.
<br />S. ALL ALUMINUM SHEET MVAI� USED AT CWSURM SHAU, WE 3105-"14 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SU=t , PU AND INSTALLATION INC NO LIFE SAFETY OF
<br />Lm
<br />I. ALL STEEL SHEET METAL PANELS SPALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-03 GRACE 50 Mift�, GALVANIZED STEEL THIS "OWCt BASED ON THEE P-4-0, PROADED HEVSHE DOES NOT DEVIATE FROM THE CONDITIONS MKLED ON
<br />Ie4,'* TAPCON DESIGNATION W/Fy- 50,5 Tail (AFTER ROLUED)� ca- w
<br />IT
<br />low. tH=
<br />PO4EMTM AT R. ALL SCRONS TO BE ST04NLESS ML 304 OR 31S AISI SERIES OR CORROSION RESISTANT COATEO CARBON, STEEL AS PER DIN THIS PRODUCT 0KILATIL�N DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED.
<br />50018 D go w TENSILE STRENGTH & SHALL COMPLY W/ nzRqw BUILDING CODE SECTION J411-31314
<br />IMIDWOTH OF PLATE
<br />(,d) SITE SKCM PRW= StAUL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIC" WELL
<br />9� BOLTS TO BE ASTM A-307 GANANIZED SMM� OR AM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM MD STRENGTHL. BECOME THE DRANCER OF RU-040 MO.R.) MR THE PROJECT AND WHO WILL BE
<br />CWT. I
<br />-0 1
<br />USE OF THE RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO
<br />IM ANCHORS TO WALL SKAIL BE AS FOLLOWS., SUBMIT TO THIS LAI" THE SITE SPECIM DRAWNIGS FOR REVIEW
<br />-0 1 (A) Rm
<br />THIS P."� SHALL REAR THE WE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />ED 1MO TAPCON ANCHORS AS MANUFACTURED Of ttk BUILDEX, W (UK e-3102 p.1M.) RECORD THAT PREPARED IT
<br />CoNt. US, U.S. W/ 18, StORM PAREL MANUFACTURM LABEL SHALj BE LOCATED ON A REAMY VISIBLE LOCAIM At STORM PANEL W
<br />C13141". - I - mft k 014-10 PANIEL^TE FEMALE 0 `ANELMAM PLUS ANCUM AS MANUFACTUROVY EILCO CONSTRUCTION PRODUCTS,
<br />WING NUT 3/32' WINO 1- 7 ACCORDANCE WITH SECTION 1709-9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />MR WASHER E�) WASHER (SCIOND) (fo-3m BUM TO COMPLY WITH SECTION 1709 2.2 OF THE FLORIDA BUILDING COVE.
<br />L
<br />1 4'6 TAPOON 0 r Q.C�
<br />IAPCON 0 5 D.C. TAPOON 9 a, mc�
<br />I 1 9' WIN. I)IREADED t
<br />3/32- wma NUT 3/32' WING NUT AA) MINIMUM,EMSEDMENT OF TAPCON ANCHORS RM POURED CONCRETE SKkU BE 1 3/4- AND f FOR PANELMAM
<br />a B 1/4, C.C. . (.)
<br />(IF PLATE AT MIDW070 W-Q-�w000-mklx FEMALE 0 & PANELMATE PLUS,
<br />"vn wV =A
<br />=/Llt AT IWOWICTH 1 11,
<br />I --DOD PLATE
<br />OF PLATE OF PLAN A2) MINIMUM EMBEDMENT OF 1/*'# X 7/8' CALX-IN ANCKORS WLL BE IS 7/0' INTO CONGAM NOEMOMMENT IWO
<br />#1+-10 f ANY FINISH MATERIAL SHALL. BE PERMITTED,
<br />PLATE PLATE "40'r #411
<br />1- W
<br />WALL MOUNIM NWAUAIIQH WILL ) P"/TS;N MEN. THREADED PENETRATHN 0-20 SS SIOMALK SKOM USIED SHkL BE LONG ENOUGH(SHOUILD ANY FINISH M&TERAL DUST) TO ENWE A/4-
<br />WALL MOUNTING INSTALLMON WALL ALT 171 � AT MRMIOTH OF PLATE AT MIONIOTH OF PLATE
<br />*Mika IN$ ER 7m * L Lu
<br />SCALE 314r-i- lo.�Fe�
<br />6>
<br />A.3) IN CASE THAT PRECAST =NE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING W" OF
<br />WAU ""ma I$2"InON WALL ON FLOOR, ANDORS SHALL BE LONG ENOUGH TO REACHTHE MAIN STRUCTURE SENI140 SUCH PANEL& ANCHORAM
<br />11 SHALL
<br />0 ]EGULAR I 6MVW MPUAWYEL VW
<br />9AW 814
<br />I W11 AM
<br />SCALE SCALE 3/r.1" SEURMATM EMN BE AS MENTENIO) IN AI) AND IN A,2)�
<br />Titt
<br />No. 44167
<br />0 REGULAR PANE1 0- N. z
<br />(0) TO EXISTIK aWARETE ALMLA&U,
<br />SCALE
<br />Ik FLORIDA BUILDING CODE vofoftofu�y Hu nm Zone) "Ify JIM cane Zan*) - 1/4 TAPCON ANCHORS AS MANUFAqTURED BY LtW, EULOM INC,
<br />3/fr-1 SCALE
<br />1. MIAILLATIO Aft MY %I" MR EIMOW01I WITH A.S.D. DES" LOW FLORIDA BUUING CODE (Nigh Velocity JIM FLORIDA WILDING CODE (1419h Velocity ou cam 24"01
<br />UP TO PSF 00 PANEL'$ U34M UP TO W-W Al : IQUIS TIMM 44167 a= -&=o, wo. Fy 1/4-00 X 7/8* WX-N1 ANCHOF(S. AS MANUFACTURED BY DEWALT INC, (f*-IWO pm,lj m r1p.
<br />j , Fo Nm 20 CAGE GALVANIZED STEEL STORM PANEL 20 IIAGE C-ALVAKUED STEEL STURM PANEL
<br />%0,4 157 20 GAQf 0ALVANIZED STEEL STORW PANEL DM" ft #1 A- 10 PANELMAXE FEMALE ID A40PANELVATE PLUS ANCHORS, AS MANUFFAMURED BY ELCO CONSTRUCTION *O*N UY,
<br />2. FOR NOW WOOD MWE *OW MEMBERS M BE SOUTHERN ITT, 1. INSTALLATIONS ARE ONLY VALD IN BUILDINGS WITH A.&O DES" LOAM -
<br />POE NO. 2. W/ SPOCIM DENSITY OF 0.55 OR EGUAL UP TO +5S-5, -72.0 PST AND PANELS LENGTH UP M W-11'. -RODUCTS (f*.-2071 P.M.I.)
<br />5,T w/m/mo
<br />GLOBAL PROTECTION PRODUCTS, LITC. "WAM' GwBAL PROTEMN MDUCM LLC. GLOBAL PROTMTK* MDUCTS. LLC.
<br />am &W. 6 STREET FRAME CONSTRUCrOL WOOD MCkTERS TO BE SOUTHERN 11LIEC0,149. 11LIECO mc.
<br />2- FOR NEW WOOD "m SIX 51 snw
<br />IZ14 PINE No, 7� W/ SPECIFIC DENSIty or 0.55 OR EouAL DOW FL, M3�
<br />0441- FL % 20-176 20-176
<br />"OCI WM)OW-75M FM (W)NO-WITT 20-176 a. m`� ("0140-7645, FM� (W)Ng�fnfr? . . . . . P Male (0-00-r.34 M ("4)M-VW
<br />Mp
<br />mwm W. M WAA*4
<br />INMI`liL WA/momamvout CA-0001710 px DOOM 'A�Oil Mq i - i - PA. mx,,�TE
<br />WLTER . "Lur ]�*4 mm m MR 1 W4" A.
<br />na"m #' 11"M 0 Or 26 FORM LNj Vllp�- I i ar a I am
<br />Ala
<br />COMPONENTS FQ8 SERIES 2000 & 1Q0Q E=Z HANG STORM PANELS X/24 INSTALLABON RIES 200Q ANQ 10Q0 E=Z HANG STORM
<br />EQEt A9
<br />I'm * ��/2; J w/04VA0.0 ro (5a "m 2 *LQV4 3- M.F 2/24 10- V/24 10o 4m 3 out PANELBM P-QURM CONCRETE 98 CONCHM AILM
<br />CONCRETE ANCHORS
<br />SCHM" ON SIM zsr-
<br />-15.1w (TOTAL 2.591' 2% SMTK*d ON SWEET 26 avown: mcmm 6
<br />(111 II.."A - 4t
<br />12,50V (EFFECTIVE W"- 2 I"v 0) , m
<br />-N if N 1
<br />a N m SHOT 2*
<br />cowe"
<br />MGM..
<br />101m F
<br />G"Amm STEEL. IT= 9 Tv
<br />2.0 v- ASTU A-W PANI
<br />----------------
<br />2A70*
<br />a -So rAv. rft ro.)
<br />YP. Nil
<br />xw SO WAMUL, ky i wm Z. 4 jA7* 7
<br />GGE
<br />411jr Su "m It U5
<br />5
<br />- --------------
<br />=3
<br />TSTORM PANEL
<br />40
<br />40 -V
<br />.U. 32A&K
<br />REVERM -h- TRACK
<br />PANEI:S 00 UP VYP.) SO4EIM CL
<br />ISM HERE 4 sovibum
<br />MR CONCRETE AHCHM sm El 10 QLAW 29
<br />M. YIT� 70 PAM W Ow ad"
<br />HEMMED EDGE -m P,,,f)ON 11 -w 19 A
<br />Ann=
<br />W/ zz,
<br />INTERIOR PANDS; VOW on" To CAM.
<br />OR W/ OR W/OrJ6 (D PAh 4 L Cn
<br />ISI IWAN Opom"O
<br />PM &AT ALWAYS
<br />#ME Or STRUCTURE I
<br />TYPICAL ELEVATION FOR 5 nTICAL. ELEVATION EQR SERM i Oop
<br />.125" A2r
<br />E-Z HANG STORW PANEL mm. E-z HANG STORM MNIEL 92 SMM
<br />tag R
<br />3.AO t-1/404- OW
<br />V4. 1k. rwl- I
<br />-jr- -A
<br />;\777V7"=77"7/\/� N
<br />ISOMETRIC VIEW DETAIL 2,600 2.6w N./- -\-z- C-E
<br />t or 0-, o", ar
<br />ROUNDED CORNER 0 ENDS OF PAW
<br />END UP W1 HEMLOM EDGE 7io. SECTIQU I q, 0
<br />(NAS) SM A --A
<br />�7 16-
<br />j
<br />.250
<br />==PAn 510." OF PANEL CU 0-
<br />F ItILTS R 15, LOW
<br />0). E - 2 TANG STORM PANEL SYSTEM MSWIW Of PRA), V, BOTTOM W/ PANELMAIES, COX.,-
<br />COM. TRACKS TOP * BOTTOM, (2)� END PANELS SHALL ALWAYS BE OONNECI
<br />.1 oil TRACK 10 S" *ALL or WANS Of :4k/%r w
<br />ER (2). (FD PAN" SHALL ALWAYS BE CONNECTED TO SOTIOM TRACK OTHERWISE A STOP BAR ICING RACK AT BOTTOM, END PANELS
<br />SHAUL BE PROVIDED AT TOP OF SUCH PANELS- ="w'"NoRkrTmu"vor P
<br />(�) , j i m
<br />L =,14
<br />6051-76 Alum� ALLOY (3)� LE��ODNNECTED -TO 00"W TRACK, CONNIECTiON SHMI CONSIST OF 5 U ;VTAW1k9?Q'61 AS ww 3.) DI= ummu"r, Imff 6 U)
<br />125' U/lr=2' WING NUT OR 1/4 'T IA. THUMSSCREW ma MZMM INIST. mou
<br />EXTERIOR FLAT nANom OF END PANEL MANIA END PANELS ARE NOT STOP BAR W" MOUNTINQ 10L
<br />OF FASTENERS A EITHER OF TWO (3), FOR CASES WHEN END PANELS ARE AT 3=044"mr - 1, FLOOR TO CM BUILD -OUT
<br />Mm PROVIDED AT TOP OF
<br />(4), IN CAW THAT END PANELS ARE NOT CONNECTIM TO BOTTOM TRACK - A STOP BAR (4). FOR INSTALLATIONS WHEN END PAMEI AND SOME INTERIOR PAHELS ARE DIRECTLY SEW:
<br />IS 04LYFCAo24PA1MLM1WO ONE INTERIOR PANEL Roxwmdm
<br />az
<br />TO BOTTOM TRACK WAY OCCUR AT ANY PANEL I.OrATON, TO WALL L 'jo UP %JOHIN"N
<br />NO SHOWN ON ELEVATION AND W I AT
<br />I SEE SECTION V, 3' 4' ON SWEET 24 SEE ANCHOR SCHEDU11 ON SHEET 25. EDGE M j" 4
<br />-7 1. TWO Fmawp I,
<br />3� =:U BE CONNECTED% BOTTOM TRACK MOUNTED WOW"
<br />us" S H CASE. CONNECTION Of PANELS To = Va =AT M=M. BOTTOM TRACK St
<br />IN MAY BE USED t w, wa - It OF (ID
<br />�w NEED IN TM- aN MW 2M
<br />SUCH MWETAM I LEFT & RIGHT SIDE OF PANEL) �AVE -MV16
<br />'okkkOmft", 140T V ETALLED Lu
<br />THEIR 8
<br />NO. 44167
<br />FLORIDA OUILOM CODE (Mj;h Velocity N 0 Z*: Vejocffftv HU cane Zone)
<br />Hur no Zone) u no Zone)l <
<br />44167 FLORIDA BUILDING CODE (High Voloolty A 1 FLORIDA BUILDING CODE (NIT
<br />colmn III ANY WAY To A "m Tuam PC
<br />mm am lum WC. INSMILLAWN.
<br />TATE OF 20 WE GALVANIZED STEEL STORM PANEL AP, W. 4 16 7 t 20 GAGE GALVANIZED STEEL STORM PANEL AN STATE OF 20 Ow OALVAM STEEL STORM PANEL sh z
<br />ORI vr/ft/mo DETAIL 1 LLJ 04um RMCTM PRODUCTS. Lic.
<br />GLOBALPROTECTI 11LIEC0.7 GLOBAL P T,,,WaT
<br />4W
<br />STOP MR GLOBAL PROTECTION MDUCTs. Lm z
<br />ON PRODUCTS. LLC
<br />III LONG =I.
<br />3*x3!(hk*xJ AM, AINGLE To 5mm
<br />20-176 20-176 <
<br />MOM, OUAft-7W, Fft ad.)610-411T? VATIM m4)oRw-7w, bw =0"I"o-em
<br />600-16 AlUfn ALLOY .04M."
<br />= G" . CC ww" N. ou"m W,
<br />sm, px vx/wwuRE/we Is
<br />I,,
<br />U40 In or %mm
<br />2:31- -1 - laft - mmon . ff a
<br />.01031awn 4#1
<br />SHEET NO.
<br />SH 1.2
<br />I I -T i 1611-11, 11 ''1 L IkA 1 11 1 1 i F- F- I -fill ---------- F-T-
<br />MU MQUVVNG I N"&M
<br />a #�,,mirm
<br />SCALE 3/8--1-
<br />
|