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<br />FWAPE IRIUM
<br />� 000"OR WAMU AM VNKU UK OUVAM ARE OOMM ON TWO
<br />SDNVAL FOR EIL LIN ANN 90"= ON MOM" MMM ANCHOR MONG
<br />W MIXIVILY814 VACM 900 ON SCRIDULE IN THE rOLtOUM FACMW FOR
<br />Do CRAIG" 10 K PM� mmm W" almom usm FACTOR INAL,
<br />=t = woum $%%CM ONICATO MR OCH IVICHOR TYPE AT
<br />A� INVE
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<br />me (1) To w- lIr ++ Region MAL ww= wTwm Rarram OF PANEL me 0 To w-. 31'r 3/16.
<br />v M".
<br />Hurricons
<br />INSIALLATION DETAILS FOR SERIES 2000 & I 000 E-Z HANG STORM PANEL in
<br />INTO EXISTING W09D STRUCTURES
<br />/,Vo Lo; $aREws 0 r ac. W/ t 'Ir v'I, "ONE4= FDC"vam , ,
<br />4-. LAO SCREMI, 0 A- mt W/ -70 Ous"Ic gm ML4m ow
<br />lir III, THREADED PENETRATION FLAT Olt 001k0`E`=U
<br />EXISTIND WOOD WADER. rA Do oFQD 9)0� #I&" LM.L 0 FA END 01 W or O.C. W/
<br />FUCTIMIlow
<br />(M DUAL t/2. HIAD W3.j6e /3 IV VICTIM* wm "Dwat
<br />ROM %A wpa Kff
<br />Or vom iF L 3.'14- Ap- POP sw 114.1* %A.&
<br />0 MFOM Or EMM CD 0 EAL 00 Or 7 (M INTAL I 4
<br />4' SOR"W"'N To QLARL 49'el
<br />I&ASUP 9 .T. ousa 70 CLAIM. EINJOY OIRALIP3 C&w I
<br />-20 IA KADII)
<br />w, TOM 12 I1r O.0
<br />16.
<br />TNAAAxo PEREIRA a 2, PLA71 AT 30 2OW ON
<br />tt
<br />WALL ROCAW"
<br />FLAT 00 ON
<br />ALTERKATNE 2'v
<br />SCALE tle"
<br />IAwn
<br />1. WALLIUMS ARE ONLY VIA FOR IRAKOHM WITH A.&D DI?KN LOADS TUP 10 +0G. -7&3 PIK me wsa-S UuMalm I* to 5--
<br />2- FINI OWN W000 19" CONSIRUCTIOR WOOD %fl3mm TO or SOUR491%
<br />PO4 W 2. W1 SPECIFIC DENSITY OF 0.55 OR MIN-
<br />H
<br />01 W.M&.A"" #8
<br />ALMONAME
<br />IWAV TO SUIT AW IMPALLCION,
<br />I
<br />TOP INEADIE111l I= ma
<br />at". 1/4' - I-
<br />NOWE
<br />"7101 TAI NOT DOWN IM CLARITY
<br />:/4*0 IAr SCM05 0 d'O.0 W/
<br />Ilr wi,,, TNK-ow PataTRATON
<br />'a OWING WOOD HEADER.
<br />;(4 4' ME
<br />-9k D-0 OF f)
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<br />vo, 2'.4, WOW
<br />PLATE REOU04:11 PAT
<br />WOOD it "COLO"
<br />no OR ON Ew
<br />mat WE" ING
<br />AILTERNATNE 4"W
<br />SCALE 1/4�-I'
<br />FLORIDA GUILDING COM fWah Votaift MUM- 71
<br />GENERAL N07ES
<br />MOCUMMENT
<br />ME -2
<br />(PLO) HAS MZN WORRIED MR COMARMINCE IN ACCORDANCE
<br />A4CHORS, AS W"AMURED BY:�T,wftsuluja. INC
<br />INIM THE 20210 (7th EDMON) Or THE FLORIDA KXDM CODE THIS STORM PANEL SHALL N13T K INSTALLED AT HIGH
<br />#14-10 PAPAIMATE FIVALE 0 AMD PAMELUVE PLUS ANCHORS. AS MANUFACTURED By am CONSTRUACIM PRODUCTS.
<br />VELCICITY wAtmeAME ZONES OAM-DAM / mown COUNTIES).
<br />114'0 LAG SCREWS PAR NJD�S.
<br />DESIGN WIND LO" SNALL BE DETIORMINED AS PER $07TION I NO OF THE ABOVE VINTICIAW CODE. FOR A BASIC WIND
<br />V 16*0 NOW BUSHM. AS DISTRIBUTED BY ALL POW SCREW. SOLT & SPECIALTY CO,
<br />SPEED AS REQUIRED By THE "MOM WHERE STORM PAM WILL BE INSTALLED. AM FOR A D1RVCTIOkAUYY rACT01t
<br />KD-OA3. USING ASCIE 7-16 AND SMALL NO EXCEED THE MAXIMUM [kS_Oj DESIGN PRESWRA: FAINGS M"TED ON 94EM
<br />C 1) MINIMUM TAWAM PENETRATION INM OF TAPrON ANCHORS WILL BE 1 1/2* AND 2' FOR ELCO PANELMATE PLUS
<br />3. 9 IHIRLI 12 & 77, 16.
<br />AMC PAMEUAAUE FEMALE 10
<br />IN ORDER To YERM THE ASM CONDITION. ULTIMATIF DESIGN WIND LOADS DE NED PER ASa 1-16 SHALL BE FIRST
<br />REDUCED To A.S.C. OEMCN PRESSURE RATING of MULTIPLY44 THEM BY 0.6 IN ON" TO COMPARE TIM W/ MAX (AS O�)
<br />C2) WMKN THREAIDED PENETRATION OF LAC SCREW. INTO THE AVOID FRAME UNIT 94ML BE 1 1/2- NO THREADED
<br />DESiON PRESSURE RATINGS MUM ON SHEM & 9 THRU 1 2 & 17. ib.
<br />PENETRATION INTO SILK= SHALL BE CONSIDERED AS OF IKE RECILMNED THREADED PENETRATION
<br />IN ORDER TO VERIFY THAI 44CHM ON THIS P.E-D, AS loIiI INERE NOT OVER STRICSICO, A 3M INCKASE IN ALLOWABLE
<br />STRESS FOR WIND WADS WAS MiES USED ON THEIR MULYSTS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />C-3) MINIMUM EDGE DISTANCE OF LAO SCREW& INTO WOW SMALL K AS OWNCATED Nd 11,45 DIRMINIC
<br />ACCORDANCE WITH N.D.S. 2DIS. STORM PANELS ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VOWAED IN AC�CE WITH SECTKIN 1602.1.2 OF
<br />CA) MINIMUM PENETRATION OF *000 SUSHINIC SMAUL BE 5/0* 1/4 0-20 SCREWS USED SHALL K I I Ir LONG MINIMUM
<br />THE AWK MENT)ONE111 CODE AS PER AMIDDICAS TEST LAB OF 11OUTN FLORIDA REPC1IRT3 #0111401-01 AM 002111.02-09, AS
<br />SHOULD STUCCO EXIST. AND I' A04MUM FOR WALLS WITH NO STUCCO.
<br />PER SSTO I 2-1111 At ASTAI E 330-02 STANDARDS. ARD AMONCAN TESTING LAO SOUTH FLORIDA REPORT IT123MI-10 AS PER
<br />TAS-2DI AND TAS-M PROTOCOLS, AND AS PER CALCULATIONS PERFORMED 06 ACCORDANCE W/ SECTION 1604 OF THE
<br />C.5) IN CASE THAT PRECAST POW, OR PWAFT CONCRETE PANELS. STIJOCO OR WOOD BOARD$ BE FOUND ON THE EXISTING
<br />FLORIDA SJUN14 CODE
<br />WALL. ANCHORS SMALL BE LONG INCRIGH TO FRENCH THE MAN MCRM BEHIND SUCH PANELS.
<br />ANCtfORAGE SMALL. 13E AS MENTIONED IN C 1), C 2) & C-4)
<br />2. ALL ALUMINUM EXTRUSIONS 10 BE OW -TA, ALLOY AND TEMPER (uw_m CDOWSE NOTEDI), SEE SHUT 2
<br />(D) ANIC"DIRS 94ALL HE WSTAILLED FOLIONVIC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANIA'A"M
<br />3 ALL ALLWAN SHEET METAL USED AT CLOSURES SHAU. HAVE 3105-HI4 ALLEN
<br />a PINIALS MAY ALSO K INSTALLED mootoxTAUY Fou.Owm PVALLA704 DETM SHOWN 0% SECnON I THROUGH e (SKEts 4
<br />4� ALI SIM SHEET METAL PAWLS SMALL NI" STRUCTURAL QUALITY STEEL AM A-653 GRADE 00 MINIMUM. G-010 GALVANIZED
<br />11HROLIGH 5) EXCEPT TkAT hEADMO &a SHAU. NOT BE USED.
<br />STEEL DESIGNATION W/FY- 912 kv (AFTER ROLLED).
<br />A. IT 91ALL BE THE RES-OMUN OF THE CONTRACTOR M WANT THE SOUNDNESS Or THE STRUMM WHERE SKR70 IS TO BE
<br />5� ALL SCRM To BE STAPRESS SIM 304 OR 316 NSf SERIES 00 CORROSION RESISIANT DOATED CARBON SIM AS PER VON
<br />AIThCHUI TO WSUK PROPER ANCHORAGE. THIS SHUTIVIR SHALL ONLY K ATTACHED TO CONCRETE $I= OR NOW FRAME
<br />BUKDNM
<br />50015 W/ 50 k1I YIELD STRENGTH AND W A. TENSILE STRENGTH AND SMALL COMPLY A/ FLORIDA NUING CODE SECTION
<br />2-11, 33.4
<br />10 EACH REGULAR =M PANEL WITH L94GTHS ONER 90' AS PER SECTIONS 1, ;L *. 5. 4, AND ALTERNAIKS I*, 34V A #01 ON
<br />SHEETS 4. 5. 5 A 7 RESPECTIYELY; MOLL KWE A LEME AND READILY WOW MNW.M INSTRUCTING 01011011 OR ITNIANT TO
<br />a DOLTS TO BE ASTM A-307 GALVANIZED STM OR AIR 304 SERIES STA04JMS STUL WIN 36 kK MINIMUM YIELD STRENGTH
<br />SECURE PANELS WITH ,APPLICABLE RUNFORCDAEKr CLAIM PERIODS Or HURRICANE WARNING
<br />7. AM30M TO WALL SHALL BE AS FOLLOI
<br />I I . THE INSTALLATION CONTRACTOR IS YO SEAL/CAULK ALL SHUTTER COMPONENT EDOES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE MADWO to PREVENT WINIAIRAIN anwismm
<br />(A) !DIEKSTING POLEM Comm=
<br />/4"0 TAPICON ANCHORS AS MAtWACtVRLD BY U.N. SUIUDEX. INC. (W., PAI.)
<br />12, SIGN PANEL INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DPAW41C PLUS ANY BUILDING 00 ZOP" REOULA!IONS
<br />114' a It 7/8* CALK-W ANCHORS, AS MANUFACTURED AN DEWAO INC
<br />PROYM BY THE AA"DICTION WoM PERMIT IS APPLIED TO,
<br />1/4'0 . 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY AU POW SCREW, BOLT & SPECIALTY CO.
<br />(Mm. r.-3m P4.1.)
<br />13, (a) THIS PRODUCT EMILUAROIN DOCUMENT IF ED.) PREPARED BY TM ENG040OR 4 GEIIIERIC AND DOES NOT PROVIDE INFORMATION
<br />I'd-10 PIMLMATE FIXALE 10 & PA411MATE PLUS ANCHORS. AS MANWACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROAECT. I.& WHEINE THE SIR CONDITIONS DEVIATIE FROM THE P.Eg
<br />1/4"O ZAMAC MALIN ANCHORS, AS MANUFACTURED BY OEWALT, INC,
<br />(b) CONTRACTOR TO BE RESIMMOSIBLE FOR THE SEUECTION. PURCHASE AND 0411ALLATION INCILIDING LIFE SAFETY Of rws PRoDucy
<br />A 1) MAVIAAAN EMEADMEW OF tAPCON 44CHM AKTO MAM CONCRETE 94ALL BE 1 3/4% 2' FOR G= PANELMATE AND
<br />BASED ON INS P_ED. PROIAM HIE/SHE DOES NOT WrAIE FROM ?HE =� DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION U" AT SIM 13 THE CONTIANCTOPS REPOISOUtY
<br />1 3/4' FOR ZAMAC MAILIN ANCHORS,
<br />(C) THIS PRODUCT EVALLATION DOCUMENT WILL BE CONSIDERED INWALAD IF MODIFIED
<br />ALZ) C&X-IN & SOUD-SET ANCHORS WALL BE EMBUICIED 716" INTO Tit Pftqw CONCREYE NO EMKWW WM
<br />STUCCO SHM1. BE MWr?ED' I/r 0-20 SCREWS USED SHM.L K 1 1/2- LOW MINIMM SHOULD PILI= EVST�
<br />(d) SITE SPECIFIC PROWOCTS SHALIL BE PREPARED BY A FLORIDA REGISTERED 04MM 09 ARCHITECT WHICH WILL BECOME THE
<br />40 I' MINIMUM FOR WALLS WITH NO StUCCC, AND MAY 13E WEADEC) SCRIEft OR ALL. THREADED SCREWS W/O HEAD,
<br />DOWER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO VALL K RMIQ45MU FM THE
<br />BUT WON WOC NUIS
<br />PROPER USE OF THE FILM ENGNAUR OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D ENGIMIXK SHALL 3~ 10 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REIMER.
<br />A-3) IN CASE THAT PRECAST STIONE. PRECAST CONCRETE PANELS, PAVEMS, STUCCO OR WOOD WARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOCK ANCHORS SMALL BE LONG EINXIOM TO REACH THE MAIN STRUCTURE RICHARD MX34 PANELS
<br />(0) THIS P.LO. SHA.L BEAR THE DkTX AND ORIGINAL SM AND SIONATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED Ot A. I) AND IN A.2).
<br />"WEER OF RECORD THAT PREPARED IT
<br />(B)
<br />I&. SHUTTEit MANUFACTIA01ER'S LABEL SIMILL BE LWAIM ON A READILY VISIBLE LOCATION AT STORM
<br />1/4- 0 INICON AACHORS AS MANIURACIURED BY I T A IMAW. INC.
<br />PANEL SHVITM N ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE ONE LABEL
<br />SHALL K PLACED FOR rVIlY OPOM LAKUMC TO COMPLY WITH SWMH 1`7011.9.3 OF THE
<br />11C 0 . 715 ' CALK -IN ANCHORS, AS MANUFACTURED BY WARILY. INC.
<br />FLORIDA MALOING CODE.
<br />1/4'0 X 3/4" SOUD-SET ANCHORS AS OWRWM BY ALL PONT SCREV. SOLT & SPECIALTY 00,
<br />#14-10 PANIELMATE FtMALF. 0 AND PANELMATIr PLU3 ANCHORS, AS WAKFACTVRED BY ELCO CONSTWICTION
<br />1/4' a ZMAAC NQUN 00401111, AS MANUFACTURED BY DEWALT. NC T
<br />9.1) MINIMUM EIAKW" OF TAPCON ANCHORS. ELCO PATIELMATES AND ZAMAC NAAA ANCHOR. INTO THE �61!)V",
<br />FLORIDA BUILDING CODE (MINI Migh Velocity cons Zone)l
<br />BLOCK UNIT SHALL BE 1 1/4'
<br />4
<br />92) CAUI-ik a 5000-95T ANCHORS SMALL BE D#KDOM 7/6- INTO THE CONCRUE 300001 UNIT. NO W,C44
<br />7 02M TLIM NC 24 11AW GALVANIZED STM STONIN PAMEL rp�
<br />PRIVAI w
<br />STUCCID SHAUL BE PERMITTED, VIA! 0-20 SCRM USED SHALL SE 1 1/2- LONG MAIMMUM WOULD ow.
<br />AM 11 NOWLIN FDA WALLS WON No STUCCU, STATE
<br />Z I I L 1E C 0 one OLO"L PROTECTION PMODUCTS- U�C-
<br />q .1 s"w
<br />0.3) IN CASE THAT PRECAST STONE. OR PKIAST CONCRETE PAIGELS. STUCCO OR NOW BOARDS BE F SUCI EXISrINC WALL. 416CHM SHALL, BE LONG ENUM TID REACH THE UWAM STRUICIURE BEHIND 00.)N�r�& rm OwAGAMI-4067 20-175
<br />V7t
<br />ANCHORAGE SNALL BE AS MENTIONED 04 B.1) AND IN 11.2) AL
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<br />IMIMUM A.S.L_UMIM FIRLUM RATING (IjiLf.) AND CORRESPOMM 2/4 1/4. 3/4. 4/5. 5/5 A 6/5
<br />COMPONENTS FOR REGULAR, UFE SAF & E-Z HANG STORM PANEL SMEMS PANEL I LIENOTIJ NO sm ONLY FOR REGULAR STORM micom (w SCHEDULE IW/6. 2W/8. 3W/7 4W/7 INSTALLATION DETAILS FOR REGULAR PANEL
<br />(SCALE 1/2-l) PMELS INSTA"TM INTO nE. CONCRETE K= at waaa (t) Ir MAX- __ SIXTS 0, 10 &JI) MAX INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1* WN, MK tsri)StllbiiMM AT FACII WITH TRAM QD- & 10 OR I-_ 1.2W -.7w AT TOP OR NOrMM 4 - r T -1 -I- I- r- -I- -I--, r -7 - -r- -r- T r - r -1--T-r -t- -I - 7 -r -I- i _T__1 C=
<br />--to A101 0 6 1/4* wrm nucis 0) an T EACH 11010' CONCRETE ANICHORS CONCRETE ANCHORS IW/6, 2
<br />"' W/111, il#�'7 III 4Z
<br />law or soews I00 EDSTM FIGURED RVARKID) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH SHEUS a THROUGM 10) SHEETS 9 THROUGH 10) CONCRETE on
<br />7 CoMmen kol;x- Amr MAIGh" &ALVL CONCRETE & wm MMOMUM A.I.O. CONCRETE III WOOD REGLN=. OEM V "L+" OR "L-, (".)a *L+" OR "L-" (ft.) a I'vWMED INSTALLATIONS 43WJK PATRIC NISIALLATIONS t CONCRIME ANCHORS EESCHEDULE EDGE t II+ was a to r- -QUAIL A __j tz'-o* too ---------- ow.) ale tt'-o* pal-101 ff�r .358' U1 BMW FANIEIL OCTAL J .1257 I JUG Jac -2-W - � -I 'w PAIMS SMALL K VXMUM ALMAYS to-- 310 far-lo" -sr UNBOLTED P004WIELS "ft LEFT 10 "MIT 91 111' I= to' lot-01 0 E L VARLAP 1 In 0 DID AT LEFT WE OF PANEL -r- TR= AMOIM WM SM (SEE SECIO)IMS AS U11
<br />'No HUM 406 if -I, f-4' AGO 01-01 01-21 M mcrats As Mm"Lo ar- W_v* 46.0 0 TWO EDGE ITTZ _ _ �4'j - -
<br />PANIC. 0.024' (01) Sao we 6�71 ..... GALVANIZIEZ, am W1 NOMMID CORE we 0--j- r-r Sao ir-o* 11-1. ON SHUT 3) 0 PANEL LENGTH ANEL LENGTH CONCRETTE ANCHGAS I- ' I' I __ Mto #,-O, me 71-e EE SCHEDIAX
<br />(SCE SCHEDULE itPOP _r me 7,-31 mr-11 (SEE SCHEDULE ON it 7 ON stw 3) �Ck *W 3) ON SHAET 3) _O 4u
<br />;.2wo al. . - - - -0 - SHEETS a 4,0 AMAMI It , - - I I I "I 'i 9 EXISIVIC 3) I AILO 81-r a*-e 5" ff-r ?*-#* CLASSM-4 '(;Z ;11EF 3) FAAQ LENM
<br />PANEL M WHEOU11 v M.- 562
<br />IADD o-s' org L-7 MAX or V "27W dr-1 - -- @ L_ _ MAK. GLASS no 1". r-1. no I.,. 0'-J' AANL OR 2/4 1/4. 3/4. 4/5, 5/5 a 6/5 oMOMETRIC VIEW DETAIL A I - i ii�T "7- gag Sao t*Iw/6. 2W/6. 3W/7 A 4W/7 ROUNOW CORND 0 ENDS OF PAMWS $&a 91-91 060 jr-r S.-fir (KE sack" ON SHUTS P. 10 Atq- 0 ITO .4p
<br />As, �Tww* 7i IF ", E.Q ENO UP W/ HENNAED, EDGE ots* Ir-1. IE.C. 2,379, (N.T.S) Mr 1 ,011ol f-s' a*_III II2" "PAND. IffAffa REGULAR SIQRM PANEL 6) ELIEVATICIa /4 Ir 1010 S.-J. s*-4, M.. GAP T a .091* KEY HOLE WASIER o2.wr ="Oft"p- 3.7w -.750' W OwEIW -1 WHOLE UUM CONCRETE W.= 3105-MI54 ALUM. ALLOW KEY HOLL AT- PANEL 115.0 TAX to" Ia SEE SHUT 6 MR ADOItIONN, 170.6 J-. IREQUIRED. I lk-W 0 " /; ILL " -L"----'- 1 stws 9 TMWUW 10)
<br />1.1?4. ONLY WHEN SOUCI -.7W - Air UW~ if slaw UDM Is I Mlt ONLY was FORT ONKNIX=d PRO 1/4� Using a W/ SIM 2 1 JA wm utwicrLm MARVIN SEPARATION TO CLAM MAIL GAP AM 1.2.w 375" Ma, LEMM SEGIIQN A_ -A twC CIDIMETE PAWNELMATIES MAXIMUM WIND SAM 4 ITO tvI.q.h 1010 SPUD 170 N.T.S. _wmcmm **Mo. ARE USED.
<br />PANEL UNGIVI ANCHORS
<br />2 3.7w (in) - (SEE ScHaILAS: ON
<br />1 go. UMRM"VAM RESTFAM" OINM (SEE SCHEDULE ON
<br />125' DO) L+; :r SMITH FOR A DARK PORCINE AS& OEM LOAD. SHIM 9 THROUGH 10) swan 9 TKW" 10)
<br />2,5411- (-.), 30 OR LESS 1. 6 11,4r- AM P,,,:M
<br />L� 21111 LV rM GRAIN NEVAJIME A-S.D. DESIGN LOAD.
<br />REV. "N7 HEADER 0U' HEADER 1* LK TO r M.,- �33 10 90 7 1/2- (2) FrAccom TO aria%" mcm" = Loaft
<br />OM A POSIM A,30 OEM LGAM MWARN Pon LENGTH 114* FROM SCHEDULE.
<br />VIO TO 145 1. 71/2, 7 1/2. GNEM
<br />MALL
<br />6AVXNLUWJK OEM NMK*N FROM umm 'L� Pmu SCHEOU11-
<br />V lot MIAMIEN wraamn PINAM Lexam lKiLazaa Moyaw WALL.1wimm WALL MQUM 4, RM MOUNT
<br />[-;1-45 10 IML31 1 1/2* myom L+* AM `1_1� WCTM 2 LENGTH *J* TRACK PANEL HAMM (3) SEE SCHEDULE BELOW FDA MAIL PANEL LENCEN FUN FORM,V QUALOICAnION, WALE 3/8-1-
<br />Am"
<br />.374' 001-IW ALLOY U 144! MMEJ No CONDITION t WSU"AMS KTO WOOD ARE UNITED 70 I 95 PAt MAIL A.&& DESIGN PREMM PATRIC I(USE ONLY FOR E-Z HANG SYCIM PAMEL WNIMUM I9. 10 & 11 RM MW AS DOM LOMME 411 MAX. PANEL LENG!"d IN -r TRAmm 70, SYSTEM) 6063-TO ALUM� ALLOY DIRECT WAM a USED. .7s, MOUNT HEADER HEADER SIUD TRACK T FLORIDA IMAILDING CODE (Non fth velocity HU UM) :9:0T Alai FLORIDA 9011.01169 CODE (Won Nigh Velocity no Zortal FLORIDA BUROM CODE (Man High welocityy Hu na Zw
<br />Bw* ad= I'Llam W_ TO 46' 3r sr 1. w W. 1. OMAN TLRM W. VA Ac. 24 OAK WARRED STEEL SI PANEL DWW MOW .44187 24 IMINE GALVANIM STEEL STORM PANEL 24 OM GALVANIZED STEEL SIM PANEL ON" - - - - ? I11r. .44167 IOW STATE OF IS'XIV VUD ANGLE w 3r 3r 32' 42- 1. w . I r ___ _ i OF SECTIONS 6 . . -- 11LIECO OLOUL PROTECTMI PROW= Ur. E.D. - EM DISTANCE ar SECTIONS 1111A 1E C 0 sac. GLO"L PROTECT" PROOUCM LLC- -r TRACK w 3r 32 ITE STATE C 0 INC OU)m MTECTM PRwucfs, LLr
<br />1. TOP BOTTOM MOLKTINGS CAN BE m S� M vow
<br />pfgzw,� AMU w 32' 3r w RI N .. . CIVIL FL 33314
<br />t Am &a 61 vow I= sa w sawart (Sa SCHMULE ON
<br />_2w Offiff. M =I�$F,M*4YFY CARL FL XMI- SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />FAIIII, 20-175 M VAN,)w,,w 20-175 co"Aw-,"s, M. twpww� 20-175
<br />BUILD -OUT *r aulw-ffiff Or TPA= @ WASHIERM WINGINLIT r W 1 32- 1 32- 1 3r W W sr IINSTALLATION. MOM sw.
<br />NN# I(ZAMIMC 3 ALLDY) ps WAJEAMAcksAltalo TRACK AMME 1 F29 - 1 MOM IN Z414V
<br />ALTERNATE CONCRETE
<br />ANCINIMIS LOCATION
<br />CONCRETE ANCHORS _f5F[ SO4MM ON "'
<br />SCIMILE Easym Pam OoAcKTE, stann 9 THROUGH 19) MT v4mn a TAW" 10, on CONCRETE BLOCK i Ta"ATE LEG CONCRETE I -- ----- ED. LOCATION (SEE ON
<br />9HEUS 9 I i Ism an MAX, -4bl* w r CONCRETE qr &C THROUGH 10)
<br />MIn
<br />w,;m-
<br />To (SEE scNa
<br />D'A2
<br />ON SHEET
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON OW 3)
<br />3ax
<br />OF V
<br />0 lIr D.C. OF WALL OR SLAB
<br />i CONCRETE ANCHORS E.D.-
<br />SCALE 3/8-1.
<br />E.D. - MOE DISTANCE NOM FOR COMBINATION Or SECTIONS.
<br />(SEE SCHEDULE ON TOP All BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED, IN ANY WAY TO SUIT AW
<br />INSTALLATION.
<br />ANN.
<br />EM. -rye-* PANEL LENGTH
<br />I E.b. SHEET 3
<br />t (SIX SCHEDULE
<br />Mm. FCAS:w
<br />SEPARATION TO GLASS. U SHEETS
<br />TO CLASS I 9 a 10 MR
<br />I (SEE SOCRU ON APAIa LLEKVM (SEA SICHEDUILE IIN, SHM 3) IWAM wx E LENGTH OF 'L
<br />I
<br />vr
<br />MAX
<br />CONCRETE ANCHORS (SEE SCHEDULE ok SHEETS 0 THROUGH 10)
<br />2 1/8' UNIG MAX. AMMUM
<br />SPINCERS 0 4 1/4- D.C. "M FOR
<br />ALL acim to= Am PANEL
<br />DRUM PCIUMM CONCRETE:
<br />OR CONCRUE a REOUPRED,
<br />UINGM PER SHEET 3.
<br />I* VAX LONG ALUMINUM SPACORS 0
<br />12 llr Ot (SM TAKE 01 ON
<br />WALL MIQUINTING JQMW,
<br />SHEETS 9 & lo�)
<br />MQUIq W/MPACERS (M Olt 10
<br />SEUMN A
<br />WAS 3/8-1*
<br />INSTALLATION DETAILS FOR REGULAR PANEL (11
<br />INTO WOOD STRUCTURES IS,
<br />MAW
<br />cm SCHEOULE
<br />/_wSCHEDUUE ON
<br />SHEET I I) ION SHEET 3)
<br />L
<br />LENGTH
<br />WOOD ANCHORS I (EASE SCHEDULE
<br />CSEE SCHEDULE ON ON 167
<br />1/0 &4EET It)
<br />MAX.
<br />I I OF
<br />1 LENGTH
<br />Ito $tEou0m
<br />tED
<br />I' MAIL LOW ALLAVIAN SPACERS 9 It I1r
<br />O.C� (SEE I I ON SHW I Ij
<br />SEE NOTTE �U" FOR UANTATIONS FOR
<br />I 1/2' LOW $Lnw$.
<br />70
<br />own PANEL LD41TH PANEL LENGTH r_(SEE SCHEDULE ; i
<br />(SEE SCHEDULE
<br />ON SHEET 3) 1 (SEE SCHEME
<br />ON SHEET 3) t- ON SHEET 3) -PAMM MILIE FOAMS ID OR PANEL RATE
<br />- (SEE saimuti: ON SHM 11)
<br />I'T=
<br />I2W WOW -
<br />GLASS (sa SCHwLxx__ fXQUIRED
<br />r ON %w 3) pwtECT MOM Wz SPACER
<br />IALTERNATNE 2r_
<br />SCALI
<br />SHEN
<br />ON
<br />11 FOR MAX. PANEL LENGTHS I0 12 1/2, O.C. SEE XA110 DESIGN LOADS FOR INS INTIALUMION.
<br />or V !
<br />MAX.
<br />0 12 112- O.C,
<br />WOW ANCHORS
<br />svaamu w/ S" WKIN IIA MIN ME I Iff UNG 9'.
<br />CODE SCHEDULE ON
<br />It
<br />SHEET 11) 0) MftLVM 0 LEARN 70 A ARE BMW PAM= WAR MT-r
<br />2*.4' WOOD MAN VON AD& ""ff Mo a A ommcfmm FRED!! Aw
<br />PLATE REC" WAGON NNW CAVAN" moo= on sw I I).
<br />OLM
<br />STAGGERED V1 SLID 00 SW 3 MR, K I- MIN. MNMM TO WOOD
<br />To I - . ,_1 MICRON Go" TAW CAMPAIGN IA=wn 110MAILE 0 am
<br />(SEE SCHEDULE ON LOW As THE QUIRED94EET
<br />11) WITH, y volume =06
<br />(1) MIRIAM An gem
<br />wam a ft 40 P'Af. (3) MIA 24 thK FAML UPGTW 8 UMM 110 w ff AM UPOM
<br />=MOW mm wm omm UDOW MADRID am
<br />GO WOMAN smw PAU umm 6 WAU M Mww OW it).
<br />ALTEOM 2w sm wou. a At swexecoN
<br />WALL MWNTM (3) Sam Fwa samumloN 4 aw SCALE 3/8-t' um wwm " ON OLY
<br />AITERIIIATIliff 1W Mo AN =me om fwm wiw I Al ODUM of MITM
<br />9-"" BUMW so THE MIND rft EM" OF TWE Ron"
<br />SCALE 3/8-1- ") gouLL4"w WAA 00 IN wm OULOW CM
<br />=I= 1. A & 3 AM AM E
<br />FLORIDA WIELDING CODE (1111an High Velocity Hurricane Zono)l
<br />No. 44167
<br />NOTIE FOR COiGINA31ON OF SECTIONS: 1. INSTALLATION AW ONLY VALID FOR MIAX, &SO. r&lm W_ 24 GAM WIVANIM STEEL STM PANEL
<br />DESIGN PRESSURE RATING (Ps-f) MO PANEL UENMS
<br />TOP A BOTTOM MOUNTINGS CAN 13E AS PER SCHEDULES ON SWEET 3 (EXCEPT FOR
<br />TO
<br />TE00 IILIECO�E,,, am& PROTECTION Pmwm Lm
<br />COMBINED IN AW WAY SUIT AW ALTERNATE 2W)
<br />4003 Lo. 61 sow
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />TO SEE WMERN PINE No 2. W/ SPECIFIC 20-175
<br />MEMBERS
<br />NNSfTY OF 0.55 OR EQUAL 44,14HI - I �l _111141 ism.,
<br />WOW ANCHORS (SEE SCHIEDUU: SNErY It)
<br />INSTALLATION DETAILS FOR REGULAR PANEL 111) INTO WOOD
<br />a WOOD sZnut _jLx= ANcHaRs ALTERNATE WOOD as*m we
<br />(SEE SCHEDULE ON (SEE SCHII)JUE ON ____Pv MUM We, sm ca
<br />EETSHUT It) Ss " A/ 10
<br />t/2* 0 I; ve Ole.
<br />mm. .10-aw. wamn 6 �2* (SEE SHEE, 11) L r
<br />SCHEDULE I ON s"EETr 3) IRRATION 70 QAS&
<br />wr smam ON 9w 3)
<br />Zo _F V MAX
<br />PANEL LOOM
<br />-4 PANEL LENGTH (SEE SCHEDULE
<br />ON sNw 3)
<br />ION SHEET 3) or
<br />OF Al2 112, OC
<br />t1/41
<br />WOOD REOUIRED 2i4- WCOID REQUIRED 0.
<br />-2- kft--- CM= AMD E�= upubmwis
<br />ALTERNATIVE 4W
<br />RUISM Mir
<br />ALTERNATM 3W
<br />NOTE FOR COMORLVJQN OF SECTIONS.,
<br />1. INSTALLATION ARE ONLY VAUD FOR IAAX� A_S.D
<br />TOP BY BOTTOM MOUNTINGS CAN BE DESION PRESSURE RATING (P.& AND PANEL LENGTHS
<br />CGMSMED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON SHEA
<br />NWALLATIDN, 2. FOR MEW WOOD FRAME CONSTRUCMN., WOOD
<br />MIEMBM TO BE SOUrHERM PRE No 2, W/ SPMiFIC
<br />DENSITY OF DZ6 Oft EOLAAL
<br />FLORIDA BUILDING CODE
<br />Cn
<br />=3
<br />ICU
<br />CMMMM
<br />0
<br />(n
<br />=3
<br />co
<br />0
<br />cn
<br />ICU
<br />M
<br />LLI
<br />z
<br />z
<br />a_
<br />SHEET NO.
<br />SH 1.3
<br />
|