|
I L I E00 wc��s
<br />TILLIT TESTING& ENGINEERING COMPANY
<br />PRODycl-M,
<br />2.2. M-TAEP01171-z
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203,at persedon 1626 of tileFlorf0a Building Code. Uniform statto loads
<br />20'=&W
<br />B. MAIEMALC- HAIRACTERIS P CIRCAMONS:
<br />$hall'be attiptlyin acoordar.loo with0enerol Notes and Components indicatedOn
<br />shobt 1, 2 and 22 of 24-41f Product 'EV01-Liatipirl Document (P.EM.), tfra,wIng
<br />I I
<br />WATTFR A. TILLIT"ill.,F11
<br />as per TAS 202 Protocol, Test reports prepareld by Hurficane Engineering
<br />N0.20,�17t, AiltdhOir specificatl ons-shall be as Indicated on shoot O1_7 and, 21 of
<br />Testing, tho. I Reports # 96-569 dated 08/09JI ON, #06.570 dated Q011 $11996,
<br />26, of Product Evaluation Dmirldrit (P.ED.). dnawing Na. 20476.
<br />EVALUATION REPORT
<br />#96-T�O dated 0912,011996', all thireeagnod and sealed by Hector M. Meffin
<br />'a a
<br />'PRODUCT
<br />P_E�, FIano
<br />,W tlon Testing Laboratory, Inc. roporta,02032 dated 04/1611,900 and
<br /># 21126 d0ted 10JO$t1098WItA9Ss0d by Gilbert Diamond, P.E. and Rep
<br />,OrtNo.
<br />,
<br />7.. LIMITATIONS AND CGNPIT]ON"FAM.-
<br />REPORT NO.: 20412S.01
<br />0219-01.09, dated MarchA. 2000, signed and sealed by Edmundo, Larose spada�
<br />P.E. and Henry Hattem, P.S.
<br />10 strictl No kthru ndc
<br />hot o, yin,,compifempwitb,6orlok�0I.Noijas , 1, 14, i I aled
<br />DATE, JUly,28,2020,
<br />Tensile test report No. 9PW197 ily QC,MetaI1urgIf;*I, Inr_ dated March 13,2009,
<br />On OhW I of,26, as Well as 0aneral Notes # I thru 41�and I I thru 16, indicated
<br />on sheet 21 of 20 Of ProdUA EVS ustiot
<br />PRODUCT CATEGORY: $hotb"
<br />Signed and sealed by Plank Grate. P.E.
<br />prepared by i1ftocc, Inc. and Signed and Sealed by WIiltfork TJI1K,Jr._,, Pj�.
<br />PRODUCT SUH-CATEGORY� Stdirm Panels
<br />W&W-RUCTURAL, NGINEEMW CULADOW
<br />_CAL�
<br />7 2. Product rdiiy tits intiall6d Within HIGH VELOCITYHURRICANE ZONM-as
<br />PRODUCT NAME- 24 GAGE'GALVANIZED STEEL STORM PANEL,,
<br />On 20 Gage Galvanized Stool Storm Pariel-fot maxlrbum parialiongth va, design
<br />wind load. As Wailes maximum anchor -spacing vs. design w1nd load and panel
<br />d;�ned on -Section 1620,2, ofthe Florida Building Code.
<br />MANUPACTURER: QlAilt PEQUKAW dt=�
<br />length based Gn raffonal and comparativat arialysis, end In accorttancettyith
<br />section i6le of the Florida ftildl ng Code. Calculations prepared by Tiltsod', Inc.,
<br />7.�. Product shall only I;NBJrjstlaIlod Into poured concrete, concree, block,, and
<br />w6odframostrubtures.
<br />4800 S7.W, 51 Street
<br />Davie, Plorida=14
<br />dated 11110"0 and 03112JI5, signed and stIaled by Walter A. Tillit, it., RE
<br />1,TURPOSE OP. �YALUATQt
<br />3'- M1661LE 'ME=
<br />Product tvaluotibin Roport-Wepareid byMltefr�k Tillit, Jt,. -P.E,, (Ftddd# Liciense
<br />Thlaris aProdUct EVOlUatkift Report Issued by MiterA. Tillit, Jr, PJE. (system
<br />Large missAj e Impact under section 162a of the Florida Building Code, as per
<br />TAS-201 Protocol.
<br />No. 441 �77)j President ofTi!6w, Inc'. �(Plodda CA-tOW0749),
<br />it) # 1900) taAhe dlobAlPiroiection Products, LLQ, 1RuIerCfi)&pt#r No.
<br />Ifil Q-2,0-3, Method 1:6,pf the Florida 04partmolittof Business and
<br />4-WIND LO NM
<br />P061foulonaill R"Utation.
<br />20 Gage Galvanized Steef $tOrm PatTel has been verified to sustain wind
<br />Maximum
<br />This product is WrigIssued an l5valuation Report as described herein, and has
<br />bean verified for Com- AllshITO accordance ththe202OSavonthF
<br />wi of the
<br />pressures. panel length shall boas Indicatedon shaets$, 10, 14, 15,
<br />1�. 19, 25 and 26 Of2ro-of Product F-vatual on Docurneirit (P.E.D-), drarwing No�
<br />4A1 87
<br />Florida Building Code, and to verif that tha product is for the purpose Intended
<br />20-176. Makinfurn Anchor $pacina shall be as inditated on sheets I$, $, 10, 11
<br />TAT�0� .
<br />at lead equivalent, to that required 6y the Code.
<br />14, 16,17, 16, M20 25 and 26 of 26, of Prod Udt Fwal Uation Document (P.15:0�,
<br />. . . . . .
<br />This Prod Evaluation
<br />$16KAL le,
<br />ud Report -shall, batUbject to rovieW and re.visjor in case of
<br />n
<br />,
<br />a Building Code elfange that may affect Its limitations andconditions
<br />�ooiloiilik'
<br />I nstallation shall be porformadstrictly in accordance with details indicated on
<br />9LEVIDENCE SUBMITTED;
<br />sheotS 3 thfu 7, 10 thru 20, 23, 24 and2`6 of 26, of Product Evaluation DoG ument
<br />Gil fILTFCc'AhIACfN AtICOIXGS) P� E, R61POKT�ZO k OWMIJ,00110 F&JON FROOUC:1`8� LLr I �6 OACIF
<br />2,1�,P8QQ=EVA 10% W_ PAI E Nj_ W� 9
<br />(P.E-D�), Araliving No. 20476, Minimum separation to glass shall be as
<br />cALIVANIZEDSTa- f>Tt*M PAMELA
<br />Drawino No. 20-176, titted *20 GAGE GALvAwlm IsTeei, sToRm PANEL,%
<br />Indicated On sheets 8, 14,16,25 and 26 026, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-1111-
<br />sheets I thro 26 of,�,O prepared by Tifteco, Inc.; slOned and sealed by Miter A.
<br />T111,41, ir�, P�El; dated 0.7196/202o. Tbligdrawing is an injagralpart,
<br />%li"41INNOIJ,
<br />Evaluation Report
<br />I
<br />k
<br />OWN-,
<br />A
<br />N�A441 6-7
<br />7/ 7Zda� *11 X
<br />S-t*TE F
<br />C UP'
<br />6155 NX MistmL Floe 53166, rhate� (3ft5)ti7l-j53L0 - NWA4��
<br />NM-1
<br />11"Unflivili Vopo`
<br />RA 44 CASE I)OT PRQCW STOW. OR "kCAST 00"OftTE PAN". 4DUCCO OR WOOO WIN= Ike
<br />WSION; WALL ANCHORS, SK-4L BE LONG, M004 TO REAW THE ANGN ria&Rx- SENING, UPW
<br />RMN VERIFIED MR OQ4FCW,4E IN ANCHORAGE SHALL BE AS MENTIONW, IN 0,1) AND IN 81)�
<br />DESIGN WIND 1AAOS "A. 8E OETRIMINEDAS PER SECTION iSOO OF THE ABOVE UINTRONOR COOF� l. t TV" ANd"OK AS MAN11FACTURSP Ff OX RJUSIM HW_
<br />MR a WIND it ALEW ANO 04�10 POIELMATE FOR" 30 " 0AMELIATC PLUS ANCRIFIS I!
<br />� � AS W A)FACTURIOD SY 5I.0O3 CONSYRUCTIGN; PROOOM
<br />FOR A T-1IMAMO VM 1/4'0 IN, SCREWS PON ROL&
<br />OMfOlf PRICISURIE PAITHIOS INDICATED ON SHEETS 7 THRU 12, 14. '11A. 16. TO & 20 7/14,W X sle WOOD BUSHING, As Darmm gy ALL POINT SERI*, EMT & www-irf 00,
<br />IN ORDER TO VVWY 14E == -L.TE DESIGN WIND AM DEDCRMOVED PER ARM 1-1.
<br />$HALL SC FORST RCX= WIMP LOADS BY THEM By Ole W ORCM TO C I) MINIMUM "COW INW WOOD Of TAPCON ANCHM SHALL BE I Ilr AM 2- MR SLCQ P94WAVE PLUS
<br />COMME Tfilm W/ MAO t4SOl DES;ON PRESSURE RATINGS INDOITSO 09 "M 7 THRU ly, 14, 14, 16, 19 k.-O. Me PoNamAR FEMALE a
<br />ON OROM V VMY THAT AhallORS CHI THIS PILO, AS TESTED WE"t hOr a" STRESSED, A UX INCREASE #4 ALLONAKE C-21 IMINNIUM, INIMAIDED PO4CIPAPOM OF LAG SCREIC Jft INt WOOD FRAME UNIT $11ALL OIL 1 1/2. NO tHRODED
<br />PENEIRM100101100 STUCCO ShfkLIL fit CONSIUMEG AS PAW OFTRF REQUIRED 114RDIM PENEYNAMON
<br />STRIESS FOR WUO LOADS WAS AM USED IN THEIR ANALYSIS, 1ASITNORS SPAGINC TO *000 HAS SEW DETERMINED IN
<br />ACCORDANCE WffX NZS_ 2018, CA) MINIMUM EDGE DISTANCE OF I= SCAFW%JHTO WQEO SHAN, BE AS INDICATED IN THIS PRONNO
<br />SIORM PANEL'S ADEQUACY fM IMPACT AND, WHW) RMOANCZ HAS MEN VOOSM IN ACCORDARCE WiN SECTION NI26 OF
<br />THE AWIM MERTENS) CODE M PER )OPWCANt &NONEER164 & TMUNO, WC, REPORTS INI-aft, 46-570 & 96-130 AND C.4) MKWUM PVCMT04 OF WOW SWIG" SRALL, e� WV, 1/4' O-W SCREWS USED SHALL' BE t 1/2' LONG MINIMUM
<br />FERESTWON TESTING LOAL ft., REFORM #20,32 & #2126 . AS TAS-202 AND TAS-203, SKA" MOW 0451, ANO T* MINIMUM MR WALLS WITH NO STUtCO.
<br />AS WELL AS AMERICAN JMT LAS OF SOUTH FLORIOk REPORT 00219.01-01), I'S PER TAS iOl, Y4 ZRZ AND
<br />1AS 20 SIANIMIROS, C5) IN CAM,"W Flamm STORE, OR pKaw Ow"t E PAN" VUcCG, OR *000 BOARDS BE FOUND ON M cGETINa.
<br />2: ALL ALUMINUM WALL. AN04ORS SHALL SE, WHO ENOUGH ID WE" THE MA& STRUCTURE DOWD SUCH PANELS
<br />WIRUSIOPRI TO BE 11063-�M ALLOY AND IEWPER, NNUESS OTHERWISE NOTED), SEE 94EET 2. ANCHORAGE SNO-L, 1IF AS MOMONS) N C�A)� C,2) * r,A)
<br />I ALL ALUMINUM SHE-rT METAL 050 AT CLOSURES SHAU HAVE 1105,H14 AULOY� (0) ANCHORS SHALL K OWALLM FOUVAIINIC ALL OF THE RECOMMENDATIONS A" SPIECII'TCATIONS Of THE ANCHOR'S
<br />A ALL SIM SHEET METAL PANELS WALL HAVE STRUCTURAL DUALITY STEEL ASTIR A-SSS GRACE 50 MINIMUM, C-60
<br />tALVAINIZEE, STEEL (ISIONATION W/fY. $63 H* (4-MR RWFG), 6, PANELS MAY ALSO Ot INSTALLED HOROONRALLY FOLLOWINO INSTAUARON, DETAILS SHOWN ON SECrON 3 THROUGH 10 (SHMI$ 4
<br />TwOuCK 6) V*EPT MW HEAOM (D It M SHALL Nor OF USEm
<br />St ALL SOW" TO SE 3TARUSS STEEL 3104 OR 41t 0% SEROM OR CORROSION RESISTANT C04M 0AWN STEEL AS PSI
<br />Ofil 5001$ W( 60 . VIEW STRENGTH AMC 00 11. IENSLE STRENGTH R SHALL COMPLY VI/ PL" MOLDING. 0 13 SNAIL RE THE RESPORNWrY OF THE CONTRACTOR 10 VtffiFYTHZ S*11 OF THE STRUCTUAM %HIERE SHUTTER G To K
<br />ATTACHED TO INSURE P90IFERANCHORAGE, THIS SHUTTER SMALL R."
<br />SECTION t., 41�k GARY K. 1w CONCRISE, BLOCK OR WOW FRANZ
<br />KhLONGS
<br />e BOLTS TO BE A' TM A-307 CALVANIZED SIM. 09 AM 404 SVC" VAIRIESS STIES, WITH X k4i ONARIN TISID
<br />STREhow M I" RM" SIDAM PAWL WW aNOM OVER W-8 ' THROVOR AS PFR $WnOW 6� 8, 0 AL 16 AND AL7MWAE5 aW,
<br />SW & IOW ON A A 12 RESPECRVELt SHALL HAVE A LOWELL AND, RLAD14Y MSSLE MQ0UNC INSTRUCTING OWNER DR
<br />7 ANCHORS TO WALL SHALL BE AS MLLUOS� WC2M
<br />TE*1IKt TO - US W04 APPLIAEILE REVIPMEWENT DURING PEFOOOS OF 4URRICANHE WARNING
<br />(A) T1 IHE OISALLKION CONTKAZVR I$ TO ALL WHITER **PONORT MGM WHICH MAW NI CONTNHM CONTACT Wf*
<br />1/414 TAPCON AMOURS AS.41ANUFACTURIED RY LTM� OJILDEX, INC (NIr,. r-4192 "j) THE MAZING TO Pfcaw WMAWN =CIT
<br />1/4' 0 * 7jr CALK -IN ANCRORS� A S MANLOACTURED BY DEWART ft, (MIN, I'-3GGO p,"�
<br />I f4-F 9 3/4� SWO-SET AWIHQIIS� AS DISTROUTED BY ALL POINT WM% BOLt A, SPECIALTY M It. STORM PANEL 041IMIANION SKALL COMMY WITH SK;$: MOICAM IN PRO DRIONWO PLUS ANY qViLGING AND ZONING REGULATORS
<br />(OF � rt-ww R.-L) FROWDED SY -THE VOM POW IS APPLIM 10�
<br />014!10 PANELMM FOME M It PANS -MATE PLUS ANCHORS, AS ONNUFACTURM Sf ELCE CONSHRUCTON ORCIRM I!I. (A) THIS PRODUCT EVALUATION DOCUMENT (P-LOIFIREFARSO Wr THIS LWKER 4OFNERIC AND DGM NOTARDMOE 0WORIAMON
<br />(MR' f� A
<br />AID A M SFEW-11; PR`OXCT11 Lt, WTIM 11 sn't CONUMOW DEVIATE FROM 1K PIF-D,
<br />1,14-0 1;!=6VPhA)KHO0S. AS MANUFACTURED BY TW-FAh7 CORPORATION Vo-3600 P�%O
<br />A,I) ONAIUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL M I 31,V� e FINR PARELMAW TOME (0) TO BE 9ESPICOMOC FOR AVE SELECTION. PUR01OX AND ft-fWLUOK POLLIONO WE SAM Of THIS PRODUCT
<br />OASED ON INTS PIZ, MWEED HVSHE DOM #W OEVUTE FROM TW CONDITIONS DETAILED ON THIS DOCUNIENT
<br />Q AND PARIENIALTE PLUS ANO 1 $,/4' FDA CF TAP--WP ANCOCIEL CONSTRUCT" SAFErV AT SHE 4 THE CONORACTUR'S, RMPONSJSOW�
<br />Xt) CALN-01 A SQUOSV ANCHORS SAALL RE=%07/=01NE PWRIED CONCHIM NO SQUIRM KW J-) THIS FRMCt &ALVAAGN DOCUMENT *" SE CONSIDERIZI INVALIO 0' MOOM
<br />STUCCO $HALL 6E FVIOTTSk 1/4' 0-20 E 1 1/2- LONG MiRmum SHOULD STUCCO exim
<br />I' WHOILOA FOR WALLS WON K STUCCO, *0 MAV'GC HEADED StNtIAI ORT ALL THREADED SCREW$ WJO HEAD. (d) SM 'SPOCOC PRO&M SHALL IRE PREPARED Of A F6QRWA REGISTERED ENGINEM OP, WHOM WC14 WILL BECOMC THE
<br />VITI WINZ *ft DONEOR OF WCORD (E01t) FOR THE PROJECT AND WHO WILL BE RESPONME FOR THE
<br />PROPER M OF THE PXAX ENGINEER or ROOM ACTING *$ A DELEGATED 044M TO Im
<br />Ay, 10 CAW THAI PRECAST STORE, PRECAST CONCRETE PANELS, PAVERS, 511= OR WOW aORHM OL FOOND ON, TRj A,", "GINEM, VO4, rURMIT TO THIS LATTER THE SIC SPECIFIC ORMANGS SOR WftV,
<br />SOOTING WOO 00JOH1 TO REACRTHE MAIN STRUCTW BEHIND WAIT
<br />HAL E. .0 SIONARRIV OF THE .1V.=K11�
<br />PANELS Al) ANIO 04, Alf. =OF%1CrT*XWN =I= IT
<br />I I NO tURW 'BY 1. T It SUEOSF, INC, $4 SNUDER MANUFk'RJRWS LAOS, SHALL BE LOCATED ON A REAl"LY MSMLC LOCATOR AT STORM
<br />, RS AS MINNUFAC PANEL SHUT" IN ACCORDANCE WITH SECTOR 17011�1i,3 OF ROW BUILD014 CODE, ONE LAW
<br />I I t -7/0' MK-W ANCHORS, As MAISKITACAM BY ~E INt- (MR, r-ISCif p*L)
<br />1/410 1 SIO0, SE PLACED FOR CAW OPENING. LABELING, TO COMPLY SECTION 170." C4r THE
<br />X 41V SDUO-SET ANCHORS, AS OISUNWW V ALL POW SCREW, DULY & SPECIALTY ED, FLOPHICA SWORN; Cw�
<br />044, rc-1500
<br />- #14-20 RANSOA10 FEMALE 0 AND PANUMATE PLUS ANCHORS, AS MANUFACTURED Of CLOO CONSTRUCTION
<br />� � �
<br />PROMUCTS QJAN, F`�2071 PAJ,) 01MINIJ
<br />- weii OF TAP-CRIP ANCHOR$. AN . VMUFACTURN) RY TRU-FAST OMPM7PDN 0" .
<br />8 1) MiANWUM OASEOMENT Or TAPOON ANCHOM ELCO AMELMATES AND OF TAP -GRIP ANCHOR, OTO THE C. FLORIDA OUILD1140 CODE 2!9h Vvia"�O#ty N "# zorw)
<br />9LO" QNTt si� PC i I/4-� - - IP WORD Nom W_ 20 UBE IMILVAIWIM STEEL STORM PAW
<br />"
<br />6.2) CALS-IN & SOLIO-SET ANCHORS *W1 RE a0OXIS) 1/9' INTO 714E PONERM RLOOR UW4 NO CNIM-61
<br />NO 4 1 CRON W.
<br />INTO STUCCO 5HAI-L HE PERMITTED, Ve 0-20 SCREWS, USED SHALL, SE 1 1/2- LONG MINNAUN' SHOU
<br />is
<br />EXIST. ANO I � MINIMUM` ROR WALLS *TIN go STUCCO. -0 CLORM. PROTECTION PRODUCTS, LM OPE
<br />S
<br />S,11-, OF
<br />0' PHaie WA00-na, Fix O&IVO."Wr
<br />" I R. I
<br />WNINA A"Ww" F., Pl- gn
<br />T1 r
<br />ro��
<br />��Emq U.
<br />W/ 4"6-mr-', >--I'-
<br />I&NEM YJEW_AU"A.A
<br />ROUNOW CCAK# 0 a" or R*RWS
<br />END UP V/ HaAmm EUrr-
<br />_7
<br />V--t 1/14 a 2P4 a 41
<br />IS' tow.
<br />2 2!V1XI4C
<br />PUM MA
<br />ffffl��
<br />_3W
<br />4
<br />NICKEL
<br />ALTOOPOWDY. on MIT WOVT
<br />"S"Ok #WVAL
<br />= "'Nale
<br />OR WE - -SELf
<br />. TOP am
<br />PANS.
<br />-__ It.
<br />um
<br />OVAIL AS
<br />Z I L I ECO
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />"ET
<br />MM-C! KYUL&MION MORT
<br />44
<br />FLA,,A,L1AN3fRK
<br />MPORTNO.- 20-0727.02,
<br />DATE: J Lily 21, 2020
<br />PRODUCT CATEOGIM Shutters
<br />PRWUCT SUAOATWORY�� Storrn Panels
<br />PRODUCT NAIMl 24 aAGE GALVANM STEEL STORM
<br />PANEL
<br />MANUFACTURER., *410i"j?Mdum.1"
<br />4W SA 51; Street
<br />Ds"Ids, n9fide MI 4,
<br />MADQN,
<br />Thiff is as Prodiqct Evaluation Reppyt,issuod by Walter A. 711111t, Jr,, Pig. ISYStem
<br />10 * 1900) to the-01 obial Protection: Proditati, Ll.t, Ru I a Chaptor No,
<br />4IG-20.3, Method 10 of the, Florida.-Delpartniliefit of Boaftniquirs and
<br />Professional Rollulation,
<br />ThJSprodqqtJ 09" here
<br />a - � issued on Evaluation Report as dew so In, and has
<br />been vorifledfor compliance in accowdoncewith the.2020,13oventh Eklition of the
<br />Holds Building Code, end to verify tbat-the product isforthe purpose Intended
<br />atleast atiolvalehl: to that required by theCode-
<br />This, Product Evaluation Report -%halt be subject to reviewaind revision in case of
<br />a Building Code change #'Fat may affect its limitations, Biro conditions
<br />u-%4 wee ISUG �?,!HrF_j
<br />TO "D
<br />12 YD
<br />42 11r 04
<br />C
<br />L
<br />24 3 1 L.1 SEE
<br />126�
<br />MOU MM,
<br />RW=r_=
<br />-$;Fe
<br />A Apr 5
<br />'In
<br />�VF
<br />1
<br />f 1,14
<br />No, 44161
<br />TO
<br />20 GAGE "LVARM STUL WORM PANEL
<br />"fOrnia$110 Impact iOt4dtetftwe�rape&tmeOuiiderSST�D 12-IM 9tiandaida§
<br />Ullitcrts- tatid loards as per'
<br />Section 1'709.8,-3, per'ASTM, 15-3210, Testr000ds prepared by-Amoricon Testing
<br />Lab,of'South Florida, Report 4 081441-0 viiftnessed by William
<br />'P.�E, and Harvir its ft 9-
<br />R. Mishoer, P.E-. Bortz M6,0Z, ,v Hat � m, E and f Z*pc N
<br />01-slighed arid so,# fob by 155-00undo
<br />food Inge perPratocots T-As.2-0,1 &20&as porsealorr'1809A.2ofthe Florida
<br />Building Code, Test Raport propared by American Testing Lob vfSouth Florida�
<br />2 201%S and sealed 46
<br />31 by,jui S.
<br />Olglrtefll�26449;alad,by Fnankii�Zo� P,E,, asperlAtTM T4 at'
<br />par OC Motallprgicall Report No. ii)KMA 316,dated December 1, 2010,sf
<br />qnod
<br />and Boated,* jairry-4sicloform, P.E. as per ASTM E-&
<br />00'24 Gage Golvarized St
<br />601'storm Parlal for m"mum panel length its, design
<br />windioad, AOWOII as mwiiiriurn shichlorapalt1bg vs., deslonWind lood'and partial
<br />longth,based on ratlotralan,4 domparatAve ' analysis ', and- instootdancle with
<br />Istaction 14104afthe'Florlds BuIldirtgCoda, balculallons, prepared by Tiltiscaj
<br />trio., dated 121l8tio and OW27113 (for thlonaVislon), signed a n: d s6efled ty, Waltar
<br />3. MILE WTACT RMISTAN09,
<br />Large IWO1 .2 of -the Flonda Buiong. Code, 0 per
<br />SSTD 12-90Standarli-and-TAS41,
<br />4. VWNID LOAM REMIANPE:
<br />94' Gags Gal4onizad-61401SIonr Panjal, has boolli.veriffeOl.;totustalo wind
<br />PrIalsoure$, Maximunip" length $hall be Efairldicoted. on isheets 9,, 46,11.
<br />Maximum Anchor Spacing shall b indicated on, sheet, a 6, .9 1 1 1$ itinj 16
<br />d 149'No. 20AM
<br />naW - -
<br />24 14" Galvanized Steall,%tDrm Pam] has, been VeMOd for c We compliance to
<br />wbrkas , a non-00mot:storm shutter alloornbly, as par S$TE1 12-919 Stanilard,
<br />Miltill V)
<br />C. iNSTIALLINTjobt
<br />Inotallartion Ohaltbd performed strictly in amDrdance with dotallsirldIcatodon
<br />sheelts-3, thirU'Ill, 12 jhru 1'8 ' f I of Product Eva , luation 060ument,�P-S.M),
<br />'dirawing-NO 916-175 to 0 Iasi she'll be as indicated, On
<br />shooter 3, 6, 13,14i 16t, f Sand 1,8,,of 18, of Product r-Valuation0ccumord
<br />,(?,E_a)� diaWing No. �0.176,
<br />iL,MAT.IERCAA-CHARACTERLcLTKIIIANDAP-ECIYJ-CATIQW-
<br />Shall baai�jclty in swopda"cowithGarforel NO-Josairld CcImponerrIs indicatedon
<br />a4eof 1 and 2 of 18, btProdootzrEvaluaijoin Occur
<br />Anchor tpe�cificaitfarta, Otis] I boss.jndicatod on Sheet I of 1 8,,,,of --prodfict
<br />(P�ED�), iJit"Ing, NO. 2047t
<br />NO COWT16069FALSE';
<br />7A. Shall be strictly In compillarim With Gerfeml Notes Na. 1,"s tbru 14, Indicated
<br />on sheet 1-4 I&Of Prod Olt Evaluation DpqunTonI:.JP,E.D. , ). dralleing No. 244 7S
<br />propariBd by Tilteca, Inc.' and' signed and' Beefed b 1Iij:Jr_.___
<br />, -,y Miller k T) P.E.
<br />T,2, Praduct�shall notbe Installed within HIGH VELOCITY, HURRICANE ZONES
<br />as tofine4on section 1620.2 ofthe Florida Building Codo�
<br />7�1 Product shall only be Installed, 100,pou to c n tot kiAnd
<br />wood frame Structures. rodolancre#, orc Obloc
<br />Product, Evaluation RispoftGrepated by WotterA. TRIft, Jr,, PE, (FlorldiaLloonse
<br />1/4, 2/4, 3/4. 4/4, 5/5, 7/6.
<br />IW/10, 2W/10, 3W/10, 0/10, 6/5
<br />5W/lO, sw/11 * 7'W/11
<br />tex t1=ZKE IS 01 & 9_
<br />_ANCHOft FOR CONERSTESStM
<br />ON SZV
<br />MIM, MR W0011 SIM I
<br />@
<br />Al
<br />L7
<br />14
<br />I I
<br />'a - - - - , I
<br />I WILTM, PANELS, W/ t/40-AlUxl'
<br />LIVED= PANELS �SEL BOLT W/ 7/1L` H, 3/W
<br />(SEME WWAM 0 Ek OVERLAP
<br />SOCTIONS AS APPUCA"
<br />r
<br />j
<br />r MAX WAX
<br />�'l /4 2/4, 3/4.4/4, 5/5, 7/5,
<br />W)4 10, 2100110, SW1110, 4W/10,
<br />sw/lo, aw/11 a 7W/11
<br />FOR CONCRETE SEE SCHEDULE ON SHEM 5 &
<br />IVA WODO SM SWOONS 00 SHEEM 10 & I I
<br />REQU SIM EANELS A; ELLYABON
<br />oft 00hoo -I *at wim
<br />FLORIDA OUILOINO Ole L
<br />C. �ElIh Infealty" cons Zone)
<br />mm Wow, #r- 20 SAGE VALVANIZED STEEL STORM PANEL FP_
<br />44167 DRAW of,
<br />SEMON A-K- OLML PROTECtION PRODUM. Lm
<br />�, AIE I fT1L1F_C0l-_-\
<br />&�&Vrt 9%=j.2.0T= PHONE-, r"4RHN,_,RHL Tu, owltse-aw
<br />-
<br />t
<br />Be I 2%
<br />4-a
<br />C_
<br />>
<br />2
<br />o
<br />2
<br />ca
<br />0
<br />n
<br />CM
<br />Cn
<br />a)
<br />M
<br />'-
<br />=
<br />a)
<br />CIO
<br />0
<br />-co
<br />Cn
<br />0
<br />2 L_
<br />ca.
<br />=
<br />0
<br />-
<br />3:
<br />CU
<br />0
<br />0
<br />C13
<br />U_
<br />t,-
<br />0
<br />M
<br />>
<br />.Cn
<br />Cn
<br />E
<br />L_
<br />a)
<br />2
<br />2
<br />CD_
<br />CUU,
<br />-0
<br />-210a
<br />C/)
<br />CD_
<br /><
<br />Z
<br />Z
<br />W
<br />mi
<br />Q) -0
<br />>1 LLJ
<br />Cn
<br />J
<br />Ca C'j
<br />CEO ><
<br />eq
<br />C=
<br />C-4
<br />W
<br />41 W
<br />>
<br />A,
<br />E
<br />M
<br />CJ
<br />INSTAUAMN DETAILS Egg REMAR Winsa it jk FOR IWAUM REMA"Mm
<br />PANELSCI) INIO EXISliffil 2QUEED CON RETE OR CONCRETE JJLOCK STRUMBES to= %=--OR sm ------ WAILS ME REOULAR EAN
<br />INSTALLADQU DETAILS FOR 9991 IAN- , . I YUMB EMU& IJEE 2M AM E=Z HN SM PWA SM INIQ XISTING POUREQ MQUIE QRJOHME maiLlum
<br />AWMAIr MW 10, CONCRETE ANCHOR$
<br />RED Q= iACTURES CONCRETE MOROAS P _-AHICHOM FOR CONCRETE A--.--
<br />M SCHONJU: am SCHEDULE ON SWEET A, 9) _-VAW, CONCRETE f WIT,
<br />Sam a r."Ums) _41MV880. §3- max
<br />ANOAMS 2.tr
<br />CONCRETE ANOMORS ROOLARSD REOVIRED 71 RH` VAILOO
<br />POURIOD 1 CONCRETE ARCHORS -
<br />CONCRETE
<br />URE 10"UNUK ON a Twovam 0) SIMON; 4 1_'g&r1IOfI11=LE ON
<br />9
<br />SHEM 0 THROUGH 0) GO
<br />=P= 1-4
<br />MOW"
<br />3
<br />Et
<br />0905"HO ?M*kv,
<br />E)OS1141; ROOM U)
<br />CONCRETE NO MAX
<br />La
<br />A=
<br />MAY Tamb a REQUIRED,
<br />T, it fit.
<br />RI, __W_
<br />4, Sit
<br />-. WL I I/r, 44.
<br />Al CAM smoo�om
<br />A
<br />i -Z I_- --ow, TO
<br />0,45., 1-1 ------ I �
<br />us If f
<br />22"- St
<br />--4
<br />WX
<br />44
<br />owl,
<br />IEL W" 'N' T"I
<br />i%5. skis *I i I f 1
<br />IWN[RV _ I I
<br />AN A
<br />I I
<br />lox
<br />1. AM
<br />.9 1 i Cn
<br />It
<br />1, VIM MIM 0 11
<br />it :�Mv, v 6,2 =93
<br />OR ia.GOII tax i
<br />CONCRETE WOOR I 9W 3" * .
<br />it IX at- -L- ir max, OR
<br />BLOOK V-ft W* I* taft,
<br />E SOX
<br />OF T
<br />ANCKOK FOR CONCRETE SEE SCHEMILE ON SIAMT 9 CD
<br />FOR MAI SECTIONSON SHCEY 12
<br />------- j tol- Exom POW
<br />7004=
<br />POKIRM OR
<br />CONCREVE AMMM
<br />"new
<br />OUR a 121
<br />SUZZ" W/ ww X"001 L'40 wo*�� 00want: WHEN" 1`14YAM
<br />�\' iREWUN sm" _J L
<br />MORRIS �` 1 ;i6ZW I
<br />tHEM a THROUGH if) a TANIO* #1 TNA:SaN 4) k_q) " I am 1/4- GAP
<br />(SEE 1ICHIOMAX a CONCRM ANCHOR%
<br />OOKICREIT
<br />OR
<br />1w,
<br />g&1W= ON ram smw= 001 10
<br />SNWIS a INNOUGH mot* -I *or W"Efl
<br />WA14 MOM =NO Atm FLOOR Matignme BUILD MA #QUNM guito quT mQuunme I" KQ 'NUILD OUT MOUNT 1 k141 S�& VOLT DAN.
<br />PINE, Im WIND NOT
<br />AMRNME _UJOING (1W No cu
<br />:L� __-OAK 0~ NVIRAI_
<br />EffWy _V4 / 2 7/t ANO'C"
<br />WR4 WWI 910010
<br />CONCRETE ANCROAS
<br />AN
<br />L S 0
<br />OLE ON U)
<br />EM DiSrANcE -0 1 j
<br />(SE1 SOM 01
<br />NEW I- WOE. VARIES I/a COW:
<br />Im RM OR
<br />(M SoNCOUIX ON a & 0) i WAM BLOCK L --- armanot at IOM
<br />1W I �-P' OWING Siuccol ;T1r:-1W0".MkfU1rKSP Olt I'* SHE 1---grAm CoRmir W REQUIRED
<br />SHEM 8 Hin
<br />VAIINES. 1/4' INIOMED
<br />=W AND W" MOM OW AMR AM& _MOUNM
<br />ALUM, TUK OR 1'. VASES, M
<br />I L � "A
<br />M SPAM 11OP & BOTTOM MOUNITNOS CAN BE
<br />rMw COMBINED 10 ANY WAY TO SUIT ANY
<br />I tow Mo TU, "
<br />1 12 W�r 09 TOP CAN BE ZONOWE ANOONS INISTALIATION� SCALE;
<br />Mly COMBINED IN MY WAY TO SUIT MY I
<br />SWOM MOUNTINGS
<br />N� K\X�� 'Z CODE L#fph V.I!!JIZ vejom�adftft� Zone) FLMDA WILMO CODE NU zono)i
<br />c
<br />IDA BUILDING Nu 20imill =Pz; FLORIDA BUI LPD&,�bh Nit velocity
<br />"ef
<br />/4 *gwo itnat, INC, 20 44E 40AMIM SM STORM PANEL $00c, ram, IM.
<br />A"M itmal OW. *tat* K '. 1 20 GAGE GALVANIZED SM STORM PANEL
<br />Z 20 GAGIE GALVANM SM SM PANEL 0 Yr.:� ROOM HIMPT. NO 44161 .. Z PRON W, No 44167 SO Z
<br />t-O' SECTION X E.O. - EDGE DISTANCE
<br />we OR scwmw_� ON TOP CAN BE
<br />MW 9) rOMOMV IN ANY 01010 SUff ANY
<br />GLOML
<br />a a) WALL PROITECTION PMUM U.C, MOUNTiNas
<br />MDUCM uc- C034 - - S T, Mr. _C0 Z GLML PROlum PRMCTS, UC
<br />Cglutm Mo IIA EN Z&0J& j�� / 11L1EC0 4W 1,
<br />hdgco.... ""L P"IECT" AT TOP I STRIOIT Z
<br />1VU1131MVC 11 . A, N� A. plar� O"Jwo-m.& 20-176 =31. -41M 20-176
<br />2== 2A M1 YAM.* 0 PHONE 20-176 ADJM MU=4= W "u)"o-one AW-7.411 _R`P FAIL 054)&K
<br />IS ff L t ox , y �IWC .'N. I W-000 - <
<br />SCAM s/8-1- OWORHO ft! 000" IN, 14 1..1
<br />to 5.'i W; i, 9 i T " *M"* "** I y"Ps.
<br />1 1 V%0-311,4 I I - 9kW,5 OF So MZ!
<br />SHEET NO.
<br />SH 1.0I
<br />
|