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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ _ _ __
<br />WAT..TRR A. TTLLrr, JR., RK A.�.k�2o,,
<br />=r FL C�UN,,I)0067119
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.� 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-QATEOORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />,
<br />MANUFACTURER: GIQbaI Protection Pr
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />,
<br />This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I 0 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to thatrequired by the Code.
<br />. _
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EV11DENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION OCUMEN
<br />D J_(P,E.D,)v
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru, 26 of 26 prepared byTilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P,E.; dated 0712812020. This drawing is an integral part %QpIs
<br />Evaluation Report. I I
<br />"ok""T A Vi"
<br />6355 N,W. 36tb Street Suite M�-, Mi.aml, FlOrida 13166 - ly.
<br />PRODEKT-&YAL 2
<br />2.2. TIES ,R PORT$:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09118119916.
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M, Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/06/1 9q8 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC, Metallurgical, Inc,. dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3.-STRUC
<br />QTURAL EMOINLEMMKO-C��
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind load, as welt as maximum anchor spacing vs.design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMP -ACT RESISTANCE:
<br />Large missile Impact under section 1026 of the Florida Building Coda, as per
<br />TAS 201 Protocol.
<br />4.IWND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor SpacingShall be as indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20,176.
<br />15- INSTALLATION,
<br />Installation shall be performed strictly in accordance With details indicated on
<br />sheets 3 thru 7, 1 0 thru 20,23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets a. 14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />---I
<br />GENERAL : 8$) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW SOARCS BE FOUND Oki T4L
<br />O" FOR .... - EXISTING WAILL� ANCHORS SHALL BE LONG U40UGH TO REACH THE MAIN STRW,LJN- BEHIND SUCH PANELS.
<br />I STORM PANEL SHOWN ON tH* PRODUCT EVALUATION DOCUMENT �FCD,) HAS BEEN VEMIFITO, FOR rWRIMANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8,I) AND IN 8 2).
<br />ACCORGAACE W,114 THE 2020 ON, EDITOR) OF THE FLORIDA BUttDNC CODE (C) !'�/ff �M�-
<br />DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION I 620 OF THE ASUVE MENTIONED CODE, IDFA. INC
<br />FOR A WIND SPEED AS IMOVAL0 BY 714E OURISOICTION WHM THESE AND - #14-19 PANUMATE FEMALE 10 AND PANFLMATE PLUS ANCHCAS� AS ANNUFACTURW I" EtOO CONSTANCTION PRODUCTS
<br />FOR A DIRIECTIONALRY F,ACTOA Kd.OSS. USING ASCC 7-16 AND SMALL .5.0) - 114*- LAO SCREWS PER N.O.S�
<br />���
<br />DESIGN PRESSURE RATINGS RIMMED 014 SHW'S 7 DiRU 12, 14, 15, 16, is 4 20� .. 7116`0 - S/8' WOOD BUSHM. AS DISTRIBUTED By ALL PONI SCREW, E40LT A, SPECIAUT CD
<br />IN ORDER 10 VERIFY nit ABOVE CONDITION, ULTIMATE DES" WIND LOAM DETERMINED PEI? ASCE 7-TO
<br />SHALL BE FIRST REDUCED 'to &S.D. DESIGN WIND LOADS eY MULTIRLYIND THEM BY 0 6 IN OMER TO C I) MINIMUM "EADIED PENETRATION INTO WOW OF TAPCON ANCRI SHAU BE 1 1/2' AND 2* Fop ELCO PANCUMATE PLUS
<br />COMPAK THESE W/ MATI U�S*) OESION PRFSSURF RATINGS INDICATED Oft SHEETS 7 THNU 17, IA, 15, )IT. 19 & 20� AND Pmetwfsx FEMALE IDL
<br />IN ORDER `0 VERIFY THAT- VCHM ON THIS PC O AS -t WERE NOT OVER SIRESAD, A M NCREAU IN ALLOWABLE t,2) MINIMILLM THRONGED PENETRATION OF LAO SCREW, INTO T14E WOW FRAME MNTJ SHALL St. : 1/2- No FHPEADED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAR' OF THE FTOUIRW i'ENCtRATION,
<br />34RE
<br />0 P ADM
<br />MESS rOR WIND LOADS WAS da USED IN THEIR ANALYSIS rAsIDIERS SpAcN, 10 WOW RAN SEEN DETERMINED IN
<br />ACCORDANCE WITH NOS. 20111. C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS, MID WOOD SHALL BE AS INDICATED IN THIS DRAWINC
<br />STORM PANWS ADEQUAM FOR IMPACT AND WIND RESISTANCE OM BEEN VERIPM IN ACCORDANCE Wtn� SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS MR HURRICANE ENGINEERING & TESTING NCr REPORTS %-569. 96-570 & 96-T30 AND C 4I IMPAMUM PENETRATION Of WOOD BUSHING SHALL BE 5/0' 1/4' 0-20 SCREWS USED SHAUL BE 1 112' LONG MINIMUM
<br />KNESIRIALION --SIM LAB NO- REPORTS f2D32 & #2126 � AS PIRDUCOLS TAS-201, TAS-202 AND TAS-203� SHOULD STUCCO E)4T AND I" MINIMUM FOR WALLS WITH NO STUCCO
<br />AS WELL AS AMERICAN TEST LAR Of SOUTH FLORIDA REPOW- 002 1 9.0f09, AS PER IAS 201, YAS 202 AND
<br />TAS 70 SFANDAIM, C,') IN CASE THAT PRECASI STONE� OR PRECAST CONCRETE PANELS, ITUCCO OR WOOD BOARDS K FOUND ON THE DUSTING
<br />2 ALL ALUMINUM EXTRUSIONS 'D BE 600-TS ALLOY MID 7UPER. (UNLESS OTHERWISE NI SEE SHIET. 2 WALL, ANCHO SHALL BE LONG ENOUGH to REACH THE MAIN SIRUCTLIRFE BEHIND SUCH PANELS
<br />ANCHORAGE SKAII BE AS MENTIONED IN C� 1), C 2) ,% C 4)
<br />3 ALL ALUMINUM S14UT METAL USED AT CLOSURIES SHALL HAVE 3105-HI4 ALLOY, fO) ANCHORS SMALL BE WSTALLED FOLLOWING ALL OF THE RECOWINGATIONS AND SPECIFICATIONS OF THE AWCHOR'S MANUFACTURER
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUMITAL QUAUTT SIM. ASTAI A-6W GRADE be MINIMUM, C-60
<br />GALVANIZED MEL DESIGNATION WM- 56.5 ka, (AFTER ROLLEO)� 8 PANELS MAY ALSO BE U45TALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TKFWA�0,4 to (SHEETS ,
<br />THROUGH 6) "CEFT �HAT HEADERSa,14iQ SHALL NOT BE USED
<br />5 ALI SCREWS TO BE SIANIESS STM,_ 304 OR j15 MST SERIES OR COARTY501, RESISTANT COATED CARBON STEEL AS PEP 9 IT SMALL BE THE RESPONSIBILITY OF THE 00WIRACTOR TO VERIFY THE SOLINORM OF THE STRUCTURE WHERE SHUITER 15 To BE
<br />DIN 50018 W -Mi YIELD STRENGTH AM 90 kM TENSILE STRENGTH * SHOU COMPLY W/ FLORIDA BUILDING CODE
<br />"�50
<br />SECTION 24 .3.4. ATTACHED TO HYSW?E PROPER V4CHORAGE THIS SHUTTER SKALL ONtY a AYIIACHED To -.rNCPM_ BLOCW OR WOOD FRAME
<br />bKIALOWGIS,
<br />II SOLTS TO K A%M A-JO? GALVANIZED MEL. OR AISI 304 SERIES STAINLESS STEEL WrIN X W MANIULIM YELD
<br />51 RENOTH 10, EACH RICO", STORM PANEL Wil LENt;THS OVER W-8 THROUGH 12'--e� AS PER SIDGIONS 15, S. 9 & 10 A14D ALTERNATIVES BW,
<br />I sw III low ONXRS *L5,11 A 12 RESPECTNELY, SHOMI HAVE A LEGIBLE 010 READILY VISIBLE MARKIOG )INSTRUCTING OWNER OR
<br />ANCHORS 10 WALL SHAU, BE AS FOLLOWS- TENA`Y TO SE PAR, WITH APPUCAeLE 4ONFORCELIVAI DURING PDRODS OF HURRICANE WARMKC
<br />(A) tQ_EEbTtND,.?QlJtgV,CQNQSErE 11 THE TOSTALLAII-ON CORMCCOR IS `0 S&AL/CAULK ALI, SHUTTER COMPONENT MES WHKN "AIN N CONTINUOUS oONIACt Yow
<br />- 114'* TAPCON ANCHORS AS MANUFACTURED Of I.TM eulu", RR. (aw r�itli R..i.) THE SOWING TO PREVENT WINOYRAN INTRUSION
<br />1/4' If . 7/8" 0AX-N ANCHOPS� AS MANLIFACIPLINED BY DEWALT NC, (MI#L I'1OQG p-tf,)
<br />:
<br />1/4'0 # 3I`4' SCUO-SET ANCHORS, AS OISTRIERITED BY ALI F" SCREW, SOLT Ar SPECIALTY CO� 12 STORM PANEL INSTALLATION SHAAA, COMPLY W,T4 SPECS INDICATED IN THIS MWW�� PIUS ANY BUtLDINI, AND ZONING REGULATION$
<br />�M.. C-3000 p,0.) PROVIDED Ely �,E AIRISDICTION WHERE PERMIT IS APPLIED TO
<br />- Ji4-10 PANEUMUE FEMALE 10 A- RANFIMATE PLUS ANCHORS, AS MANUFACTURED Ery ELCO CONSTRUCIlUN PRODUCTS. IT (0) IN* PRODUCT EVALUATION DOCUMENT (P-E 0 ) PREPARED By THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE *rORMATION
<br />(MIN 1,
<br />P.,3j,90 P�')
<br />- Ileo CF TAP-CRIP ANCHORS. AS MANUFACTURED BY IRU-FAST CORPORATION (I' Mao If,s.,) FOR A SITE SPECIFTC PROJECT. Jo. WHERE THE $THE CONDITIONS DEVIATE FROM THE P-E,L)
<br />ILI) CONTRACTO TO BE RESIRDWSIBLE FOR 'HE SELECTION, PURCHASE AND IRSTALLATION INCLUDING LIFE SAM OF THIS PRODLICT
<br />A 1) MININSUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHAUL BE I �/A'� 2� FOR PANELMATE FEMMIE BASED ON RH'S RED, PROVIDED HUSHE VOL'S NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />to AM PAWUALTF PLUS AND I 1/4- FOR CF TAP-cRIP ANCHORS, CONSnTUCr1CN SAFETY AT SITE IS IKE CONTRACTOR'S RESPONSIBI11r,
<br />&2) CALK -IN & SWID-SET ANCHORS SKAU HE EMBEDDED 7/9' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) THIIS PRODUCT EVALUATION DOCUMENT WKIL BE CONSIDERED INVALID IF MODIFIED.
<br />SNCIC,U SHALL OF -ERAIMIED 114* 20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST,
<br />NO 1, MINIMUM FOR WALLS WITH NO STUCCO. MID MAY BF HEADED SCREWS OR AU THREADED SCREWS W/o HEAD, Idl SITE SPEO-X PROJECIS, SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME If*
<br />BUT WITH WING NUTS ENGINEER OF RECORD (E.O.Rl) FOR THE PROJECT AND '" WILL BE RESPONSIBLE FOR THE
<br />PROPER USE W THE R-ED. ENGINEER OF RECORD. ACTING, AS A DELEGATED V404EER TO THE
<br />A J) IN CASE TM14', PRCQ�ST STONL PRECAST CONCRETE PANELS, PAVM STUCCO OR WOW BOARDS BE FOUND ON T"t P.E.0 ElIM"r-ER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOP. REVIEW.
<br />EXISTING WALL OR rLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE RON STRUCTURE VEHIND SUCH
<br />PANELS ANCHORAOE SHALL HE AS MENTIONED IN A 1) AND IN AL2) (4) THIS 910, OWL 0EIR 14E DATE AND ORIGINAL SE& AM SIGIOTURE OF THE PROFISSIGNAL
<br />ENGINEER OF RECORD WHO PREPARED IT
<br />(a) LaCK_2&LA2M_P,-_2Q�
<br />- . TAPOGN ANCHORS AS MAWWACIURE13 Eft I I W SULDEX. IN,, It SPUTTER MANUFACTURER'S LABEL SkAU BE LOCATED ON A RFADILI ySfSLE LOCATION AT STORM
<br />:/4:
<br />/ PANEL SHUTTER IN ACCORDNCC WITH SECTION 1709.9.3 OF FLORIDA BUILOM CQDE� ONE UM3f:L
<br />- 4 0 , 7/8* CAIJI-W ANC*iOPS, AS MANUFACTURED By DEwAL,1 INC Imi-c I'ge-l�,W Pi�� SHALL BE PLACID FOR EVERY OPENING LA,SELNG TO COMPLY WHIf SE1,TTEN t70,41,2 OF THE
<br />- t/4�0 Y S/4' SOLIG-SET ANCHon, AS DISTRISLITED BY ALI PON! SCREW, SOLT & SPFOLALTY Co. FLORIDA BUILDING COM
<br />(MIN "..,BOG P,.j.)
<br />= SHALL 01,
<br />- IIIA-10 FAMIUMATE FEMALE ID AND PANFLUATE PLUS ANCHORS� AS MARUF*MfiEU, By EU,o COKTRQV�ON I r :
<br />PRODUCTS rl�,2071 it$ 1,10 11. IN THE
<br />(AN- P'. I) , "10M,
<br />- , /0 It OF TW-GRIP ANCHORS. AS W-NUFACTIVRED By TRU-FAST CORPORATOR! , .
<br />., -
<br />., -
<br />., - t
<br />., - ,
<br />., -
<br />R 1) MINIMUkh EMBOONENT W TAPCCN ANCHORS. EICO PANFIMOES AND CF TAP�GRW ANCHOPI. INTO tHE 1 .. FLORIDA BUILI)NO CODE HIR It Velocity HUY cont, zono)
<br />- I L
<br />BLOCK UNIT SHALI BE 1 4/4- 1 It I � '_
<br />4, . .* �p 1%7= K I,
<br />, 1 20 GAGE GALVANIZED STEEL SIORM PANEL
<br />.
<br />,t I
<br />':
<br />S.29 CALX-N & SOUD-SU ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE SOLOGI, UNIT No 0.4 1 7 - � Aft'.
<br />= —
<br />,
<br />INTO STUCC0.11CALL HE PERMITTED 1/4' 0-20 SCREW$ USED SHALL BE T I/-- LONG MINIMUM sHOUIA CCCO I- , - \ GLOM PROTECT
<br />UnST� kNO 7 MINIMUM FOR WALLS WT,4 NO STUCCO. 12: �_�, ION PRODUCTS, LLC. I.
<br />%'Pj,'- STAT OF !t�--- ---> COINC, I -I
<br />, _,]I_� - &. 51 STAFF!
<br />"I
<br />��;`
<br />T.- `L -lull
<br />" ,�OR DN . -...WV-* 140'""U""" Xr-. 4), 1-1.1% P_ ,_)._611� 20-176
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<br />6. MAJERIAL CHARACTERIST C -
<br />W6,AND SPECIFICATIONS,
<br />Shall be strictly In accordance With General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E,D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E,D.), drawing No. 20-17,11
<br />7-LIMITATIONS AND CONDITIONS OF USE.
<br />7.1. $halt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />an sheet 1 of 26, as well as General Notes # I thru 4 and I 1 thru 1 6, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E,
<br />1
<br />T2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on Section 1820.2 of the Florida Building Code,
<br />I
<br />I
<br />7.3.,Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepa red by Walter A. Til lit, Jr_. P. E. (Florida License
<br />No - 44167), President of Tiltew, Inc. (Florida CA-000,6719).
<br />,
<br />-.1 , I.-.
<br />,�t I I � I I ye 1.
<br />�o. 44167
<br />_- *
<br />STATE OF
<br />WATILL
<br />D�� TILTECO ADMON RECORDS � P. E. REPORT-20 k OLOnAL, PROTECTION PRODUCTS, LLC I 20 GAGE
<br />GALVANQEDUTEEL STORM PANELkORWG *20-'T?B1REPQkT92O-O M-01
<br />/ I ILI E00 tillitlic-
<br />\
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ - 1.1-1--1. � - I I .- I - I—-
<br />WALTERA. TILLIT, a, P.E� PRODUCT EVALUATION REPOR filteCO&OLGOW
<br />T MIF'r T,k.-N. 44161
<br />lI11.;.A.1ANo.01Dfi?I9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCTINAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:j -Global Protection PmduWAJJX
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. TIIIIt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />SIG20-3, Method 11D of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required bythe Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1, PRODUCTI EVALUATION DOCUMENT (P.E,Ol�
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by 111teco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020, This drawing is an inteig,�*Alydtfl
<br />J Q]$
<br />Evaluation Report. , , ,
<br />of, ,�t� k iti ,,,
<br />,C1 _%_ /;111
<br />- 1:: �-t ' 1-�. 167
<br />_217X-.14.-b�_ " I T
<br />635i NX 36th Street, Svite 10, Miami, Florida 33166 - Phone:
<br />COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANEWS
<br />(SCALE 1/2�1-)
<br />__________ ________ - - . , , -,--. - I- ---- iSAW (TOTAL W10718)- - - - - - -- - -- -- --- _ - 7 - --- -- -- ----- - ,15196' (TOTAL VADTH)- - -- - - - - -----,,
<br />: - -_-.----_.-- 115OCr (Enlopffi� WON)— "" --- - - �- r---.-----, � I i
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<br />: _I.3F4 �1� . 117 !--l.pro" L , 1�400' I i I T ^,bow
<br />I "'... � I ", ' ' I � 'N � � e --I "sbo*-, , � O-OW MIA I"" _1,350'-�-�% ",
<br />� I "I I - , - I �__, , � �� � I I �
<br />I l < - __ - 7 GALVANIZED STEEL �� ,, ��
<br />- - I ' 2.1561. O.OM* 0 4 4 THICK "IN "I .� O. , I , � "I � I , � F .R=1= � ,< �
<br />, � .,
<br />' ' GALVANIZED 1 L 4 , 2-657` - �, /
<br />� , "; '_� /--- -7, 75`,�`" '6 2.1. -
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<br />- ,.3k" I,--- - ____ _ __5.2SO___ - -1,350*
<br />(I W21111111-ma 0 ENDSTORM PANEL
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<br />PAREL UP " " , I . . . I �. 7 - .125,
<br />��,f��_ . .
<br />� .. %44'0-211,
<br />_ � � Do
<br />� -, I '.. I 25W . I ". - - 3_10* SERIES %,,!& .a.f-
<br />1 I c I It a � —
<br />W1 *kUKED EDGE - " I I -1 . '150-
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<br />, � - I I , 3.375 1 t - ---
<br />/ I >�, **.Ca- . ____" -- - t- 1- � 6 W9 ,500,
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<br />" 1;A J S * .. . - FLORIDA BUILDING CODE ifth Vetocl�, WNU cone, Zone)
<br />: I 1 milonom S I : Noce W-VA me, FA
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<br />-A . 063- " , MOM OF PANEL - 10% ASTATE . 20 GAGE GALVANIZED STEEL STORM PANEL
<br />L ... 4_,� Abo ,12S�__�-!, S� 0 WING NO S _ � 11 , 1
<br />� I (�� KEX H= �_. 0- V. '.. MON 611,
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<br />(1) 2"X7*Xj /A" 144401,14
<br />ALTERNATIVELY. USE OW NUI WIDUT I Zl%>1S1e> TILM TESTING - ERGIRTERtAIS COMPANY CAM n- INIHI
<br />ON, - - I'etIe, tou"-7&A F", 0154141"w 20-176
<br />MONOLITHIC wASIQM Al ADMONIAL , - 0.0---ootel-
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<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1,2 of the Florida Building Code, Uhiform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of'South Florida, Report# 0814.01-01 dated 0111102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />. . 11
<br />0219.01-09, dated February 25, 2009, signed and sealed by � Edmundo
<br />Largaespads, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203-as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared hyAmerican Testing Lab ofSouth Florida,
<br />Report No,. 1123,01-110, dated November 23,2010, signed and sealed by Julio S.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-1-48 by QC Metallurgical, 1=, dated March 13, 200%
<br />signed and sealed by Frank Grate, P.E. as perASTM L-8 a , nd Tensile Test as
<br />per QC Metallurgical Report No. .1 OKM-11 31 8, dated December 1, 201.0 signed
<br />,
<br />and sealed by Jerry Jaciofano, R E, as per ASTM E-B.
<br />I NEERING CALCIAATIONS
<br />On 24 Gage Galvanized Stee4 Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and Comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by 711teco,
<br />Inc., dated 12/1 B/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A T11111t Jr., P.E.
<br />3,1016151LEIM 0-RE"I TAN"'u-
<br />'
<br />LarMgemissifelmpa underaWilon 1609.1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />I
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<br />1
<br />4. WINE) LQADS ISTAINC5.,
<br />� BEW
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain Wind
<br />pressures, Maximum pranel length shall be as indicated on sheets 3; 9, 10, 1 1,
<br />12 and 17 of is of Product Evaluation Document (P.E.D.), drawing No. 20-175�
<br />Maximum Anchor Spacing shall beas indicated on sheets 5, 9,10,11, 1$ thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutteir assembly, as pot SSTD 12-99 Standard.
<br />%e-" U
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<br />5, INSTALLMION-
<br />Installation shall be performed Strictly in accordance with details indicated
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.[
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated
<br />sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 1 8, of Product Evaluation Documt
<br />(P.E-D.), drawing No. 20-175. .
<br />Z
<br />V
<br />t-MATIERIAL-CHARACTERIST[GS -3
<br />ANQ 6PECIFICATIONS; I
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />t�
<br />20-175,
<br />.5
<br />.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Prod
<br />I
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<br />Evaivatioh Document (RE.D.), drawing No. 20-175.
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<br />7.1. Shall be strictly in compliance with Geneiral Notes No. 1, 8 thru 14, Indicated
<br />act
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<br />on sheet I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175
<br />=
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E.
<br />-
<br />.t�.
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<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Code,
<br />7.3. Product! shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Ttlllt, Jr., P,E, (Florida License
<br />No. 44i67), President of Tifteco. Inc. (Florida CA-0006719)�
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<br />D_'1 TILTFCO ADMON RECORDS � P, E. REPORT '20 \ GL.QBAL P§O IAN P)g*,.
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<br />INTO EXISTING POURED CONCRETE OR CgNCRETE BLOCK SIR!& QMM %= OR = INSTALLAILM, Wa 4;
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