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OPTION #2 FQR LIFE SAFM MRM PANE (I ELEYATJQN
<br />SCALE 114, moL go
<br />SECTION A -A
<br />SCALE 3,ftv�l-
<br />0'ejudio"
<br />MAXIMUM A.S.D. -RESIGN f%05URE RObIG (p.s.J.) AND 0<,�Jk- TIJ4
<br />QQRSE5290INg MAXIMUM PANEL LENOM -L' SCHEME
<br />It - -, �., % �
<br />M"Imum �A.StDl
<br />Max. FANEL LENGTH
<br />MINIMUM SEPARATION
<br />I
<br />PANFI
<br />DESIGN
<br />L 117LI
<br />To CLASS
<br />CONDITION
<br />WIN=
<br />(SEE SECTIONS)
<br />+55,0, -72.0
<br />'1-8.
<br />2 3/4-
<br />UNBOLTED
<br />INVALLATION MAILS EQ8 Qf!IIQN J2 FQR WFE 5AEM MRM PANEL 2YSIEM
<br />INTOXXISTING WOQQ $IRUCTURES
<br />V470 TAKON 0 ox.
<br />W/I em T
<br />N, HIRAim
<br />it At wooet
<br />-04ACER
<br />W" IdQUNmjNG ML=ON WALL MOUbMmc; INSEALMN
<br />TERHATIVE Aw ALTE�
<br />aMlon_E�
<br />if REGULAIR fjVU ML
<br />SCALE SCALE ale- I'
<br />mu-1
<br />" INSTIALATIONS ARE MY VALJD FOR UPLINKCS WITH A.S.D. =004 LGOWS
<br />UP TO +Ssb� -72-0 PSF AND P*PWS LENGTH LIP 10 W-r-
<br />7 FOR NIW WOOD FRAME WOW MEMBERS TO BE SWTMM14
<br />PME MIL Z W/ SKCIFIC bENSHY OF 0.5% CA EQUAL
<br />tef TAPCQN 0 r ox.
<br />six:II 15) 1: 1 1 ,
<br />: I PANEL
<br />KATE t1g.,X-O PLATE
<br />WAI L MOUNTIMIG, IWALIATION
<br />9 MmmIlm ZEL
<br />SC41C 3/9'.1,
<br />W/ I
<br />COMPONENTS FOR SERIES 900 & 1000 E—Z HANG STORM PANELS
<br />(SCALE 1/2-l')
<br />15.196, (WAL, WIDTH)- 2 2501
<br />2 250'
<br />---5 1/4-----
<br />\,SOD,
<br />2 Soo, 07V
<br />HEMMED
<br />EME ! 2-20V
<br />"'tr
<br />;LOW -2k�, DETAX +
<br />mommum
<br />4
<br />* - ------------ ----------- -PIS
<br />F—
<br />STORM E&A
<br />REVERSED "h* JWK Rua -u- Imi
<br />-75
<br />HUMED
<br />ISOMETRIC DEW DETAIL
<br />ROUNDED CDR ER 0 ENDS OF PANELs
<br />END UP W/ HEMMED EDSE�
<br />I
<br />-J ;Z7
<br />TRACK Ai(Max.) ALUM. ANOU
<br />1 1/4 VADE
<br />6061-TS AlUril. ALLOY
<br />DBI* (TY01)
<br />44167 % zz
<br />t FLORIDA BUILDING CODE (High VelocifX Hurricane Zone)
<br />Wm IITVM M 24) CAGE GALVANIZED M STORM PANEL rp,
<br />TATE OF am* On
<br />DAt GLOBAL PROTECTION PMUCTS.
<br />me i� ...
<br />( b Lit co Me
<br />rxr(M=J AWW—&= At .0 51=EI
<br />f, IAAj4.*
<br />11' LONG INHA � R�
<br />6053-15 Murn. ALLOY OPAL" ft
<br />PL mom
<br />MAUT 21 at 26
<br />IRSI&INLAT19N QMLJ FOR PTION 4Z FO LIFE SAMY STORM PANEL 5MEM
<br />INIO jms-TINQ� POURE CONUETF 60
<br />J14* TAPCON ANCHORS
<br />f—j i'lAP000I ANCHORS t/4"TAPOON AI"Oft TAPOON mcom
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<br />R CONCRETE CONCRETE
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<br />11194011 AMion, ?w
<br />S1.00 FOR 4,10=71XI pom N, PLO N,
<br />=00=4-ft SPRONOI AND W"W 00 A
<br />FLORIDA BUILDING OODE LAigh Voloolty No Carlo zonA),
<br />m i : A167 I ww- p1q,
<br />mft FA 20 CAGE GALVANIZED STEEL ST09M PAWL
<br />S Tf 0 BAL PROTECTION PRODUCTS* UC-
<br />11MIC 97
<br />WWII
<br />(W)M-7646� fix 0540co-Irm
<br />Powl, drliu
<br />INSIALLAIM
<br />QET—AIkA., EQ8 QPTION
<br />A2 FOR
<br />UEE MEM -MRM PANELAUXEM
<br />]WAMISTING
<br />WOOD
<br />STRUCTURES
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<br />---44,0 TAKON 0 ITT Q.C,
<br />o9v4�m'Wo'm
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<br />09 9NOT 141
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<br />r.41
<br />REQUIRED ATE
<br />kim/1"o 1/32 IfiNs mul
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<br />MR. PN
<br />AT 'OF
<br />4 I&OWIDTH OF PLATE
<br />114
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<br />2 REGALAR EL
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<br />a
<br />SCALE
<br />0�Y-`
<br />W, V
<br />SCALE
<br />FLORIDA BUILDING CODE (High, Velocity No cant zorte)
<br />It
<br />S 140 4067 "m TIAOL W-
<br />20 GAGE CALVANizeb STEEL STORV PANEL
<br />Ff.
<br />a" I",
<br />INSTALLATIONS ARt- ONLY VALID FOR BUE,00" WITH ",D� OM" WADS
<br />10 -MtS4L -72A M AND PMEM LENOTH UP TO S�-C,
<br />,*a
<br />RIECO,"7 I1LO11AL PROT ECTION PRODUM Lm
<br />147/*
<br />2, MR NEW WOOD FRAME CQNSMUCTK?%-' ADDS ARAIMS 70 BE SOUTHERN
<br />4w 151 STRW
<br />f"W- NO, 24 w/ smmm DENSITY OF O.Sh OR gouil-
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<br />20-116
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<br />1 00 PANELS
<br />ALIM OR 11
<br />MITERIOR PAID$- IN' LAST PAIALP k
<br />To WN= AT rAeN
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<br />INSTAIM FROM
<br />PANEL S
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<br />TRACK$ AT 'to ATE Pirs OR 15 ONG
<br />f�U,:�M
<br />K" STORM PANIE. SYSTEM OF pAlft (P BOTTOM W/ M
<br />C I TRACKS TOP A SOLTOM, (2)� END TAIN" SHALL ALWAYS K CONNECTED 10 CA $ILL WALL SYMEANS Or
<br />Lop
<br />(2),got 5*,0AWLWAYS, 100TITIA TRACK OTHERWISE A STOP W PANEUAAXS 0 NTLT Tit 15- LOAD TRAC)Ar END FANVIS
<br />at SHALL W C�;�To, �!/ 144 -2W/4x:" W�
<br />W.-
<br />EL,
<br />(3), if To Pma�', ME CoxAvom -to f�" -TRACK, CONWMN siiAtl- CONSIST OF DESCRIBED ON ELM,
<br />1/4 *-200 , /* M,S� W/ ?/4W3/,12, VIAS NUT OR I NMI- THUMBSCREW
<br />FASTENERS 1XIM EITHER OF TWO (31 FOR CASES WHEN END IPANELS ARE U$E ANTLYW/ I S-
<br />9qxV7W�L:" END PANELS ARE NOT CONNECTED TO �.Q%Ojj �SATO'p awl
<br />(41, IN CASE THAT END AMW ARE NOTV04140TED It PROYIDED AT TOP OF SUCH PANELS,
<br />COZA&K
<br />ED Il; A STOP BW (41 FOR owiLtI(noms WHEN END PANELS AND SEIM k4v-5 ARE DIRECTLY,
<br />BOTTOM TWK MOUNTM t r
<br />is ONLY USED Attiop) *1 LEAST- Two PANms SHALL praximR." ONE WrEm.oR RiAlft.
<br />AM 09 NOTE IN BLICK CASE� CORRECTION Or RAMS MAY BE M AITACHNS BOTTOM TRACK TO Au
<br />CIV.PIWMAY A3F&9=-1iS&0wN
<br />QCCORArA3W)A= LOCATION, ELVATES 00 R&APOMANDi/ ' 2,
<br />I li�
<br />(V SEE SECTION I", Y 4' ON SHECT 14� SM ANCHOR SCHEDULE ON ShEET M U.TairmDumcc, ro PANEL ON am
<br />V= CKJ
<br />�ERS
<br />WAILED
<br />1%-Irt
<br />Bm -3 mi
<br />E LEFT * RLWAT SIDE Of POR PMEL) tIAVC
<br />THEIR MMARS RETAINED BY
<br />LORIDA OUILDIN0,CODE (fth V*Iwty INo Collie ZaTIW)
<br />NO, 4,167 *N* ILI= W, 2D GAGE GALVANIZED STEEL MV PANEL
<br />OAK*% ft
<br />SJAJ OF MAL PROTECTION PRODUCTS,
<br />AM" tit Srw
<br />ww it, ""I
<br />"or, 4MW40-140� IAN, SAH"�M
<br />zaim, AlMom
<br />.I-. romf
<br />71
<br />WALL MOURM I r LLATION
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<br />SPA04 FOR WALLA&
<br />FRAC WAVINO,
<br />IN, Mom SPACOL w
<br />www'AROHOR SpAmicm om m
<br />ew OSIANCE ARE WINCAIM ON,
<br />104 " IM THAN 0=0 VOW
<br />31/2
<br />RNL OWN ON AL
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<br />-2!-
<br />_OA
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<br />SCALE
<br />44167
<br />GUMIAL WIM YA19 E=Z HM =6W PWIM SWU
<br />1, E--Z ' ANISS =RMaAMEL SHOW ON THIS PRODUC111VALUKTION DOCLIMIENT (eX-D,) HAS wv VMP�w MR COMPUANM IN 'aq moomw OF WCON ANCHORS AND PANIELMATE PENILE to & PAROLMAYE PLUS NIS AIDW.AM
<br />=mmo�
<br />ACCORDANCE WON TOE 2020 lyth EDTION) OF THE FLORIDA, BUILDING *=� BLOCK Y/4111
<br />)OMPONIED Cox, 0,1) MINIMUM VASEDAIENT Or 1/4-4 X 7/e Mg-W ANCHORS SHALL BE IS 7/8' igN CONCRETE -
<br />DrSok WINO LOAM SHALL BE 2�=
<br />IS 0 SM UWWI
<br />=CWTENRIE
<br />FOR A WIND SPEED AS RVOUIRE 0A
<br />%roAlIEC NO EMBEDMENT INTO ANY nNI54 MATERIAL SHALL BE PERMITTED,
<br />r
<br />..
<br />FOR A, DIRECTIONALITY fACVR 0-0,55, UBDKQ ASIDE 7-10 AND SHALL NOT EXCEED S') 1/4' 0-20 SS SJOWALK BOI.TS USW SHALL, BE LONC 04OUCH(VtOULD MY FIN" MATERIAL VJST) TO
<br />DESIGN PRESSURC WINDS IN"TED ON SHECTS 25 4 26, mare 3/4, INTO ANCHORS,
<br />IN OROM TO VERIFT THE ASOW CONDITION, WOO LOADS DETERMINED PER Asa 17-15
<br />,
<br />SHALL BE FIRST REDO M TO ASO� bEg" Ix"ArVIC'NUMPLYINIC TAN w 0-6 IN ORDER TO 04 WE THAT PRECAST STONE, 09 FREW CONCRETE PANELS BE FOUND ON THE E)WNq WALL,
<br />70 COMPARE THESE W1 MAX, Ck$V) RIPAICS INDICATED ON SHEM 25 & 20. ANOfORS SHALL RE LONGtENOU04 TO REACH THE MAIN STRUCTURE KNINItSUEN PANELS, MENDROCE
<br />SHALL EIF- AS MUMONM IN SA) AM IN Is*�
<br />IN ORDER TO VERIFY THAT COMPONENTS ANO ANCHORS 09 r143 PV), A$ TESTED WIESE NOT OAR STRESSED, A INCREASE
<br />IN ALLOWABLE STRESS rA *)NO LOADSWAS AM USED IN THEIR ANALVSkS, FASTE14MS SPACINO to. WOOD RAS BEN
<br />DETERMINED IN ADCOROANCe WUK KALS. 20IS- (C) ANX BE 99STALLM FOLLOWING ALL 'OF THE RECOMMENDATIONS AND S0EMFrATVDNS OF THE AKRON'$
<br />U&IVW&L
<br />SIVIRM PANWS ADEOUACY FOR IMPACT AND FAMUC RESISTANCE 10% BEEN VERIFIED IN ACCORDANCE WITH S=VOm 1626 OF
<br />IRE ASCIVE MENTIONED CODE AS PER FENCSTFATION 'TESTNO LABMTORY� INC REPORT f 2014 AS PROTOCOLS TAS-201, It IT SHALL 9E:THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEIIE SKMER
<br />18 10 BE
<br />'IAS�201 MR W-003, ATTACHED TO INSURE PROPER ANCHORADE�� IRS SHVrMR SHALL ONLY BE ATTACHED TO CONCRETE, SUDCN`
<br />2� THIS SYSTEM HAS SEEN OESKINED TO SE WALUM ON THE VJTSW OF Tot OPENWO ACOMONG THE OMINO FROM THE m . FRAME BUILOWIS,
<br />INSIVE THE M. Or A LADDER OR UFT, "Mr. APPLICATION IS VAUID WHEN INSTALLATION Is INTENDED To Rr PERFORMED 11, THE INSTALLATION 0WITACT I OR is TO SEAL/mix ALL stiurmit COMFONEW mus Am" Rm" IN CONTINUOUS
<br />MOM Ii/D.M Of STRUCTURE CONTACT WiM ItHC BUILDING 10 PRELIENT WIND/RAIN INTRUSION, CMUUX Ma SEQ- SHUM TRACKS ALI, AROUND FULL
<br />1. SERIES I000 OWALLAIION IS APPtjCPLXE TO SlOW AND DOUBLE HUNS STYLE WINDOWS WHEN INSTALLATION 1S FBIDUM TV BE LENGTH,
<br />mroRmEo fRom Tot iwAm or tsmumn, tl "ORMTPANELM045�1AXION SHALL, COMPLY WJYR SKCS INDICATED IN THES ORAWINO PLUS ANY BUILOW4 AND ZONINa
<br />4, SERIES 2000 INSTALLANON I$ APPLICABLE 10 SINIGLE AND DOUBLE RUN(t AND kDIOZONTAL SLIDERS STYLE WINDOWS WHEN IONS 0VXO ST THE Ountsmow Vm P"MiT is ApRom m
<br />INSTALLATION S REOUTRED TO BE PtRFORMW FROM IHE,jNSJbE Or STRUCTURE- 14. A!"M WINDOWS AND DOORS, INK, E - I HM414 S70RM TIANET, tfWrm- IS FMW ReMeNo.
<br />5, ALL ALUMINUM EXTRIL)SOW TO SE 8063-1S ALLOY AND TEMPER. (UNLESS MIERAISE $010), Is, (4) THIS ODUCT I OCUMEW P BID DOES Or FROM IE
<br />r
<br />==DMEYMETE
<br />V
<br />tNFOAROA N Ft0VRMNTENQQ1M FRAONMD THE PN�
<br />fi� ALL ALUMINUM SHEET OV4 USED At CLMAES SHAU PAVE 3105-1114 ALUDY,
<br />(b) 0ONDRACTOR TO BE RESPONSIStr FOR I'Hf SELECTION, PURCONSt AND MICLUDI , - S PM IF
<br />Nd UF A- . f
<br />I ALL SIM SHEET METAL FANEL$ SHALL HAVE STRUCTURAL QUALITY STEEL ASTV A-453 ORW-' 50 Min, GALYMM STEEL THIS PROINUCT BASES ON THIS 114' pT# CONDITIONS DIT'AILED ON
<br />DESVNATM IKIFY- WS KIM (AFF" NOUJO�, THIS DWJMW� CONSTRUCTION SAFETY
<br />S, ALL SCREWSIC, BE STAINLESS SIM 304 OR 116 INS! SEW11 OR CORROSION RESISTANT MATEO CARBON, srM AS PER DIN THIS PRODUCT EVALUATION DOCUMENT WILL BE OONVOEREO IWALID IF MODIFIED,
<br />'1=8 Wf SC W YW STRENGTH AND So kK TENSILE SIR ENM * SHALL COMPLY W/ VLORIZA, SLAIDING =DE SECTION Z41 1,344.
<br />I#) SITE SIFECIPIC PROXM SHALL St PRERARW RVA FLORIDA REGISTERED, ENGINEER OR AMCHITIECT WHICH WIL,
<br />it, BOLTS TOK ASIM A�3(77' QXVAMZfV STEEL, OR AlSf 304 SERIES STINNILM STEEL, W54 36 M MINIMUM MD STRLNTL*f� =bWC VC 'ENORIMP OF RECORD IX-OJL) FOS IttE PROJtCT AND WSOVILL 80: RESPONSIBLE FOR THE OROPM,
<br />LSIC OrTHE P-LD. ENGINEER OF PECDRV� AM40 AS A DELEGATED ENGINEER TO IK Ptl% ENGINEER, SHALL
<br />10, ANCHORS To *AU, SHALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE VM-Fit ORANINGS FOK RET",
<br />(A) TQ-ElSETWjWEW-=0M- (0)
<br />ojTHApL=1"!fC DATE AND OWN& SEAL AND SIGNATURE Of THE PROFESSIONAL 0401REER Of'
<br />VTMAMMPX
<br />I/,'# TAPCON ANCHORS, AS'MANUMTURM IIH TTW, BUIUM ROD, (MIN, f-3102 At�)
<br />1/4' - X 7/8' CALX-IN ANCHORS, AS BY DENALI- Or- MN, ft.�30r* p�fj I B, STORM PAVE, MANUIACTURr",LAVEL SHALL BE LOCA70 ON A READILY VOSILZ WCAIM AT STORM PANEL W
<br />FEMALE IV & PANUMAVE PLUS "'HM, AS MANUFACTURED BT`9LCO CONSIBILIC" PRCOUCITS�
<br />t�CCPZCUE WITH SECTION 17DIL0,21 OF FLORIDA BUILDING CODE, ONE WEL SHALL 8C,PLACM FOS EVERY OPENINO,
<br />U COMPLY WIN SECTION 17OSS2 OF THE "DA 0111014 COM
<br />kl� MINBUM EMBEDMENT OF TAWN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' Mil r FOR PANELMIkre
<br />fakke to * PANELMATC PLUS,
<br />0) MINIMUM EMKDWW OF' Y/4*0 X 7/8" SHALL BE IS 7/t' INTO CONCRETE, NO'O"EDow INTO
<br />AW FINISN M&TERIAL SHALL BE PERMITTED,
<br />19, 0-20 SS SIDEWALK BOL�Vs USED SHALL BE LOW ONOUILIHI(SHOU11.0 ANT FINISH MAITERIAL EXIST) TO V"E Z/41
<br />I AOCHORIst
<br />45! F7
<br />A,3) IN CME TPAT PRECAST StONE, PRECAST CONCRETE PANELS, OR PAVERS BE fOVNEO9 THE VIST11NO WALL Olt
<br />PLOOR, *XHORS $HAL BE Lot* ENOU0H TO REACH THE MAIN STRUCTURtBEHIND SUCH PARELS, ANCHORAGE SHALL
<br />jo
<br />BE AS MIENTINO IN &I) AND IN A,2),
<br />No. 44167
<br />(0)
<br />FLORIDA OUILDI 0 CODE
<br />- I TAPCON ANCHORS A$ MANUFACTURED BY lj�,W� BUILOCK, INC, N SmIgh Velocity Ifutricoviii 1"01
<br />'Mum w-
<br />- I'm f X 7/9" CALK -IN ANCHORS, AS MANUFACTURED, BY MVALT'INC, 20 GAGE QALVWZED STEEL STORW
<br />#14-10 PA14ELMATE fULALE ID AND PANELMATF PLUS. WHORS, AS MWILIFACTURED By ELM,coNETRUCTION
<br />rl L fit C —0 CLOSAL PROTECTION PRODUCTS, JAC.
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<br />NO. 44167 *t
<br />1
<br />FLORIDA BUILDING CODE (bb Vifocity 9 can* zomellf
<br />AMU
<br />STATE OF
<br />20 OAK $ALVANIZE0 STEEL VmAm MEL
<br />WAL 1
<br />0 PROTECTION PRODUCTS.
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<br />Cn
<br />Cn
<br />-0
<br />ID
<br />w
<br />E
<br />L-
<br />0
<br />a)
<br />0
<br />C/)
<br />77,
<br />1A
<br />FFA
<br />m
<br />FrA
<br />Iff
<br />-#--a
<br />(D
<br />(D
<br />(D
<br />U)
<br />CT3
<br />2
<br />0
<br />C-
<br />Cu
<br />0
<br />OL —
<br />C.)
<br />m
<br />=3
<br />w
<br />z
<br />SHEET NO.
<br />SH
<br />1.2
<br />
|