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<br />TILLIT TESTING & ENGINEERING CC
<br />WATTER A- T`ILLIT..M. M.
<br />IILPX. Lk�" ' .44W,
<br />a CA U M, W(X719
<br />PRODUCT 9VALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July28,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY:_ Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florlda333`14
<br />1. PURPOSE.011F EV
<br />ALUATION;
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.F_ (System
<br />ID #1906) to the Global Protection Products,, LLC, Rule Chapte r No.
<br />6 1 G20-3, Method I D of the FI orida Deps rtmen t of Business and
<br />Prolliessional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for rornpliance 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 by the 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 11rhilartions and conditions
<br />2. EVIDENCE SUBMITTEM-
<br />2.1. PRODUCT EVALUA_TIQN_0OC_WW1ENTtea."-
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEV',
<br />shoots 1 thru,26 of �6 prIaparedby'rilteco, Ina,; signed and sealed byWalter A.
<br />Tillit, Jr., P. E., dated 07128/2020. This drawing Is -an integral part oll Va.
<br />Evaluation Report, I tiql'o
<br />A rk No.
<br />Na,�44167
<br />6355 N.W. 36th Street Suite 305, MIAnTI, Florida 33166 - Phoee: (305) 871-1530
<br />PROOTICE 1ALJL&MN1WP0= NO, 20&728.91
<br />22 TEST R POR"';
<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 />Tosting, Inc., Reports # 96-669 dated 08/0911996, #96-670 dated 0911'811996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.t., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611098 and
<br /># 2126 d6ted 10/0511996 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 Hattern, P. E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.9. ST8MGTURikL ENGINEERING CALCULABONS:
<br />On 20 Gage Galvanized Steel 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 />sertion 1616 of the Florida Building Code. Calculations prepared by Tillieco, Inc.,
<br />dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />43—WISID LOAD
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel leingiti shall boas Indicated on sheets 8,10,14, 16,
<br />18, 19, 25 and 26 of 26 of Product Evaluation Document (P.E1).), drawing No.
<br />20-176. Maximum Anchor SpaDing shall be as Indicated on shoots 8, 9, 10, 11,
<br />14, 15,17, 118,19, 20 25 and 26 of 26� of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />.5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoes 3 thru 7, 10 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 8. 14,16, 26 and 26 of 26, of Product Evaluation Document
<br />(RE.D.), drawing No. 20-176.
<br />\ZE
<br />67
<br />Z
<br />STATE OF
<br />R1
<br />GENERAL bW0
<br />8.3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STWOO OR WOW awns BE FOUND ON THE
<br />ONE I= MOM WAM STIM MN
<br />DMNG WALL, ANCHORS SHALL BE LIM ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I. STORM PANEL SHOWN ;JROO ALUA MW"XD�)X BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCHINVAGE SfIALI. BE AS MENTIONED IN B.I) AM IN 82)�
<br />ACCORO"E WITH THE 2020 t7 ECUCT014) or JXF= 0
<br />TO DMTM
<br />DESIGN WIND LOAD$ SHALL BE DETERMINED AS PEA SECTION 1WOOF THE ABOVE M04WNW COCIE,
<br />FOR A ASF Y JURI;ffM WH% THOSE SHUTTERS WALL BE INSTALLED AND
<br />1/4-0 TAPCON MCHORS, AS MANUFAC11RED BY 1,TW, MADEX. M.
<br />#4�10 PAKMMqE FOMALE W A-40 PAHM.VA7E PLUS #XHORS, AS MANUFACTURED 13Y ELCO CONSTRUCTION MODOCTS.
<br />=&;Sr
<br />ALITY ��B
<br />FOR A USING .1_1, $HALL NOT EXCEED THE MAXIMUM *S.D.)
<br />O,Sj�K
<br />1/4-0 LAG SCREWS PER N.DS.
<br />DOM PRESSURE RATINGS INDICATED ON SHEETS 7 THfW 12. ift, m, 111. 19 & 20,
<br />7/16'# X 515' WOW SUSHIN0, AS DISTRIBUTED BY ALL PONT SCREV. OXT & SPECIALTY CO,
<br />IN ORDER TO YERIFY THE ASM CONDITION, ULTIMATE DESIGN WOW LOAD$ DETERMINED PER ASCE 7-16
<br />$HALL BE FIRST REDUCED TO h&O. DESIGN WIND LOADTi BY MULTIPLYING THEM BY 0,6 IN ORDER TO
<br />"I"MIM ZMMUTTIM
<br />C.1) INTO WOOD OF TAPCON ANCHORS SFALL K 1 1/2* AND 2* FOR ELCO PANUMAIE PLUS
<br />COMPARE THESE W/ MAX, "0) DESIGN PRESSURE RATINGS INDICA7M ON SHEETS 7 THRU 12. $4. 15, 1&, 19 & 20.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PLO. AS Im WERE NOT OVER SIRES=, A 33Z INCREASE IN ALLOWABLE
<br />0.2) MINIMUM THREADED PEKEMTION OF LAG SCREW, Wo THE WOOD FRANC UNIT 9RALL BE 1 1/2' No THREADED
<br />PENETRATION INTO STI)COO SHALL BE CONSfDERED AS PART OF THE REQUIRED THREAM PDk-FPATKTN.
<br />STRESS MR WIND LONDS WAS SM USED IN THEIR ANALYSIS. FWVdM SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH RD.& 2018.
<br />C.3) MINIMUId EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED (14 THIS DRAWING
<br />STORM PANEI!S ADEQUACY MR IMPACT AND WIND Mr.TNICE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1926 Or
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENfUNCERING & TESTING RIC, REPORTS 95-569, 96-570 At 96-130 AND
<br />CA) MINIMUM PENETRATION OF WOOD BUSHING SHAUL BE 5/r. 1/4- 020 SCREWS USED SHACL BE 1 1/2- LONG MINIMUM
<br />FENESTRATION TESTING LAB, 04C,, REFORM #2032 & #2126 , AS PROTOCOLS TAS-201. TAS-202 AND TAS-"3_
<br />SHOULD STUCCO OM7. AND I' MINIMUM! FOR WALLS WITH NO Sn=.
<br />AS WILL AS AMERICAN TEST LAS OF SOUTH FLORIDA REPOFff #019.01-09, AS PER TAB 2DI. TAS 202 AND
<br />TAS 203 STANDARDS,
<br />C.5) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS. STUCCID OR WOW BOARDS BE FOUND ON THE ExiSTM
<br />2� ALL ALUMINUM EXTRIMXXIS TO BE 606346 ALIDY AND MVER. (UNLESS OTHERWISE NOTED), SEE SHEET I
<br />WALL, ANCHORS SHALL BE LONG ENOUGH TO WACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />MCHORACE SMALL. BE AS MENTIONED IN CA). CZ) * CA)
<br />3. ALL AUMINUM SHER METAL USED AT CLOSURES SkALL HAVE 3105-H14 ALLOY,
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECDMMEND471MG AND SPOOFICATIONS OF THE ANCHOR'S MANK)FACIURER
<br />4. ALL STEEL SHEET METAL PNNELS 94AU HAVE S7RUCTLIRAL QUALITY STEIL ASTIA A-M GRACE 30 MINIMUM, G-0)
<br />GALVANIZED STEEL DESIGNADION W/FY- 56.5 1* (AFTER ROIJIM).
<br />S. PANELS WAY ALSO BE IRSTNIXED HOR9ONTALI.Y FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEM 4
<br />THROUGH 6) EXCEPT THAT HEADERS 0 & Q 944LL NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEM 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CAROGN STEEL AS PER
<br />DIN 50018 W 50 k9f YIELD STRENGTH AND 90 kof TONSILE STR04M & SKALL COMPLY W/ FLO160A WILDING CODE
<br />91 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDRESS OF THE SMICTURE WHERE SHUTTER IS TO BE
<br />SECTION 241
<br />ATTACHED TO INWRE MWER ANCHORAGE- THIS SHUTTER SMALL ONLY BE ATTACHED TO COMCRETE, BLOCK OR VOODD TRAIR
<br />BUtDING&
<br />5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AtST 304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD
<br />STRENGTH.
<br />$0. EACH REGULAR STORM PANEL WITH LENGTHS OVER S'-S THROUGH Ir-4, AS PER SECTIONS 6. 8. 9 & 10 AND ALTSIMASIVES 8W.
<br />7. ANCHORS TO WALL SIALL BE AS FOLLOWS'
<br />SW
<br />V=IOW ON SHEETS S� 0 & 12 ISLE
<br />AF=gr A LEG AND REAMY VISIBLE MARKINC INSTRUCTING OWNER OR
<br />TO SECURE P*WAS WITH DURING PERIODS OF HURRICANE WARNING,
<br />It, THE INSTALLATION CONTRACTOR IS TO SM/CAULAT ALL SHUMR COMPONENT EWES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />1/4*0 TAPOON ANCHORS AS WANUFACIURED BY I.T.W. StRIM. INC. (Mim. Vc-3792 p.s�L)
<br />THE SUILOIRG TO PFWJVY WND~ INYIIU"�
<br />/4" 0 � 7/8' CMX-IH ANCHORS, AS MARLWACTURED BY DEWALT M. (MIN, f'�3001) P.I.)
<br />/4"0 SOUO-SET ARCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />12� "M PANEL INSTALLATION SKAILL COMPLY WITH SPECS INDICATED IN THIS ORAYM PLUS ANY BUILDING AND ZONING REGULATIONS
<br />f%1A*
<br />(Mft, -3000 pmJ-)
<br />PROVIDED BY THE ORSOICTION WHERE PERMIT IS APPLIED TO,
<br />#14-10 PANELMATE FTAINLE TO Ak PANOMATE PLUS MVIORS, AS W"ACTURED BY ELCO CONSTKX;nON PROIXIM
<br />(MIN. f, -3350 P.T.)
<br />13, (P) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATKOI
<br />t/4-0 C; TAP GRIP MCHORS. AS MANUFACILM BY TRU-FAST CORPORATION (r3SCD p�J.)
<br />FOR A SITE SPECIFIC PROWECT. L.. WHERE THE SITE CONDITIONS WMTE FROM THE PX.O.
<br />ki) Am MUM EMBEDMENT OF TAPCON ANCHORS WIV POURED CONCRETE SHALL BE 1 3/4'� 2' MR PARELMATE FEMALE
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PUROIASE AND 116TALLAknON INCLUCING LIFE SAFETY OF T14S PRODUCT
<br />BASED ON THIS P40. PROVIDED HE/5HE DOES NOT WVIATE FROM THE CONDITIONS DETAILED *4 THIS DOCUMERT.
<br />0 AND PANEMALTE PLUS AND 1 1/4* FOR CF TAP-GRP ANCHORS.
<br />CONSTRUCTION SAFETY At SITE IS THE CONTRACTORS RESPONSIBILITY.
<br />A,2) CALX-W & SOLID -SET ANCHORS SMALL BE DAIWOM ?/S' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />(0) THIS PRODUCT EVALUAITON DOCUMENT WILL BE CONSIDERED ft" IF MOOIFIED�
<br />STUCCO SMALL BE PERMITTED. 1/4- O�20 SCREWS USED SHALL, BE I I/r LONG MOM" SlMLD STUCCO EXIST.
<br />ND I' MINIMUM FOR WALLS WITH NO STUCCO. MD NO BE HEADED $CREW$ OR ALL THRENXD SCREW$ W10 READ,
<br />(d) SITE SPECIFIC PROXCTS SHALL BE PREI'ARED BY A FLORIDA RECISITERED ENGINEER 09 ARCHITECT %MR WILL BECOME THE
<br />BUT WITH Win MUM
<br />ENGINEER OF RECORD (EVA.) FOR THE PRORCT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE RED, ENGINUR Of ROM", ACTING AS A DELEGATED ENCINVOR TO THE
<br />A,3) IN CAM THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR V*OO BOARDS SE FOUND ON THE
<br />PZO ENGINEER. SHALL SUBIART TO THIS LATTER V14E SITE SPECIFIC DRAWINGS MR REVIEW.
<br />exanw WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH 70 MAW THE WIN STRMURE BEN" SUCH
<br />PANELS. AMCHORNGE SHALL BE AS MENTIONED IN ALI) AND IN A.2).
<br />W THIS RED. SHALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL
<br />ENGINEER OF REVORD THAT PREPARED 0-
<br />(a) PlEXISTINS CONCRETE IhQQ&_WNA_AADLC_-%'
<br />/4 . : TAPCOM ANCHORS AS MANUFACTURED 13Y 1. T. W- BURDEN. INC.
<br />14 SHUTTER M44LWAMFWS LABEL WALL BE LOCATED ON A READILY YISKA-E L='nON AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA SUILOIIQ CODE ONE LABEL
<br />1/4' x 7/9' CALK -IN ANCHORS, AS WANVACTUINM BY DEWALT INC. (MIN. V-1500 pAJJ
<br />WALL K PLA4EO FOR EVERY OPENING. LABELING 10 COMPLY WITH SECTION 110S" Of ?HE
<br />X
<br />1/4"If, �31e SCLIO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, INXT & SPECIALTY CO.
<br />FLORIDA BUILDING COPE
<br />(R&N, V-1800 P.*,L)
<br />ft4-10 PANELMAlt FWALE ID AND PANIMMATE PLUS ANCHORS. AS MANUFACTLIRED BY MLC0 CO"SnWCTION
<br />5aM SMALL ONLY BE
<br />PRODUCTS (MIN. V-267t pm.f.) IATE
<br />1/4' 0 OF TAP-W ANCHOft. AS MANUFACTLIRED BY TRU�FAST CORPORATION A ,
<br />�
<br />�A_
<br />3.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELW PAMIJWATM AND CF TAP-GRP ANCHOfL \N�Gji
<br />-
<br />I , - .. /- FLORIDA BUILDING CODE (High Vs a Hurri"
<br />.11�. �..l
<br />BLOCK UNIT SHALL BE 1 1/4-.
<br />A
<br />7c:":E GALVAHM STEEL STORM PANEL
<br />B-2) CALK -IN & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCIC UNIT. NO NO. 4
<br />J_
<br />167
<br />INTO STUCOD SHJVL BE PER "TEG. I11V 0-20 SCREWS USED SHALL BE 1 1/2- LONG UNMUM Mr.
<br />MD&4kL PRMCTION Oum LLC-1
<br />EXIST. AND I* M#eAM FORUWA" WIN NO STUCM S-S7 �q
<br />2)
<br />I[#] Z 0 11310 h, 14 T�
<br />I A, k (Oil *4 Ri 111 Utma-1111M 4 Z.101MOMNS1 1111111 R-1741311111111 -1 1 ZLll-oltljZ4 *9
<br />am a TWACH 9) X,11
<br />L 'EIUNG ANQ 56M MQUI1111111111
<br />SECTION
<br />SCALE 3/8-1g.
<br />A= OUT Koyaw ALTUftM F1
<br />U gig MOI NO
<br />M - VDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 5 & 9)
<br />NOTE FOR comamrim OE
<br />TOP & BOTTOM MOUNTINGS CAN OF
<br />COMBINED IN MY WAY To SUIT ANY
<br />INSTALLATION.
<br />AUATION FXPOW1 zW. 204mm
<br />6. MATERIAL CHARACTERWIACS-AND SPEC09MIONS:
<br />Shall be stirictlyin isoocirdance with General Notesand Components indicatedLon
<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 D000ment (P.E.D.). drawing No. 20-176,
<br />7. LIMUMONS AND CONDITIONS OE USE:
<br />7.1. $hall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26i as well as General Notes # I thru 4 and 11 thru 1B, indicated
<br />on sheet 21 of 20 of Product Evaluation Document (P.E.D.Y, drawing No. 20-176
<br />prepared by Tiltaco, Inc. and signociand sealed by Walter A.Tillit, Jr., P.E�,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZON58 as
<br />defined on 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. Tillit, Jr., P.EL.( Florida License
<br />No. 44167), President of TiRew
<br />I , , , Inc. (Florida CA-0006719).
<br />WAT)LL
<br />D�� TILTECO ADMON RE60RDS � P. E. REPORT.20 kGLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED STEEL STORM PANEL% DRM # 20-176 � REPORT# 20-0721101
<br />F
<br />ZDOO*
<br />L
<br />FAM'S Vdi
<br />W/ Am" ow.
<br />MQMETBIC VIEW QQNL A
<br />ROUNCED CORNEA 0 ENDS OF PMWS
<br />'0 * `
<br />L iktOIX
<br />L I E C 0
<br />TILLIT TESTING & ENGINEERING
<br />WALTEII.A. TI[,LIT, JL, P& PRODUCT EVALUATION REPORT X.Ilil�ltemi
<br />- 44LI7
<br />REPORT NO. 20-0727.02
<br />PATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT S.UBCATEGORY. Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL sToRm
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLG
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. E!URPOSE OF Q"LUA11QN:
<br />This, Is a Product Evaluation Report Issued by, Walter A, T1111t, Jr., P.E. (8yetern
<br />ID-# 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method ID 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 verity that the product Is for the purpose intended
<br />sit least equivalent to that required by the 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 SU8MrrTEDo
<br />Tillit, Jr., P.E,,, d
<br />Evaluation Report.
<br />drsiwina I's an
<br />-71124
<br />7-7
<br />63.55 N.W. 36th Stmet, Suite 105, MiunL Florida33166 - Phoaet (305)
<br />Z5C--2Ll87*-
<br />2AS7*
<br />.125'
<br />IOD,
<br />t -.,1007
<br />it Ot '.
<br />7FO Der
<br />2,
<br />Ow
<br />Der
<br />IN,
<br />2.1�5 P a 5'
<br />.375
<br />ro 3V
<br />2 DO
<br />it
<br />END UP W/ HEMMED EDGE. "h" HEADER 'U" HEADER ANGLE ANGUE WMi STUD ANGLE WITH
<br />(H-TS)
<br />VOTAL
<br />L
<br />-1 �3w-
<br />TIP.
<br />lim A
<br />----------
<br />2,837'
<br />N"'.
<br />OAW UK TIM I
<br />im%maw STEEL
<br />&W A-403
<br />GRAZE 0
<br />11MV,
<br />MAL
<br />M".
<br />(R END
<br />SIM PMEL
<br />(1) 2=' 1 /Alf
<br />ALUMIMM ANGLE
<br />so TOP MM .374" O?r 11 �74' .750'
<br />PANEL JOB, 1 4*0-2% 30* SCUM
<br />Sm "AM 10
<br />]III om=* 12 iirox.
<br />*1- 71.66"
<br />I
<br />L
<br />_S11-1
<br />.Wr J Wr
<br />'00, 7
<br />'OW TUCK ANGLE @ *r- TIMCK 0 ELM PUTED
<br />O-we (W..) WITH STUD
<br />GALVANIZED STM -,44*0
<br />.44167
<br />FLORIDA BUILDING CODE ("19h Yeloaft
<br />NU one Ions) I
<br />Dorm
<br />OF Ma. .2010 TLYM M rp.
<br />WING NLIT 20 GACE GALYANIZED STEEL STORM PANEL WA" Ire,
<br />HOLE qo
<br />AT PANE GLOUL PROT=N Moucis. U.C.
<br />11L EC0.111C. AIM ". 51 2"W
<br />ALMLATmr. Use Arm MIT W/Ow V ft a MO. , ,.
<br />MONOLITHIC Wsm W/ "nalt" �_Mft W ft� 4. M4)=-7a4k Fft "KNI-MY 20-176
<br />w rfr DIMMING
<br />FVAALE M
<br />VP-49FW
<br />.t a a 9)
<br />OF
<br />2
<br />CONCRETE ELM
<br />CONCREIT ANCHORS
<br />$0411" ON
<br />a IKWAP 0)
<br />fs-I*
<br />NEW I' WIDE . VAMES . 118'
<br />TRICK ALUM. TUBE OR I*
<br />SR=O/ PT WOW PLATE SPACER
<br />_=NUT
<br />NEW I' WOE . VARIES . 110'
<br />CONCRETE ANCIAMS
<br />($a SCROXILE ON
<br />sHMS If THROWN 9)
<br />CONCRETE HIM %�SM
<br />=X"M Y`M.191 REOLWZD M&
<br />X6 SE
<br />SCALE 3,
<br />WIAIL EM WA= KOUIRED -AT TO OR
<br />wfmm RAW AM= TO STU=&= a as
<br />;(I A; JA M =00 DIMS FOR MKILM IN PQM QXWEA
<br />XK STRUCTURES MM RM OR WOOD
<br />VAUD FOR RINUAIII UEE SAFM AND E-_Z HN SMRM PANEL SIM
<br />few. 0
<br />4D
<br />rl
<br />_J
<br />yv
<br />mwvil-pul N)
<br />"Ix & ZZ
<br />LAA
<br />W
<br />4 MIT*
<br />CPU.—, -
<br />fee
<br />Mir
<br />LilLn ffig Mpg
<br />SECTION 2
<br />SCA, 'A". pma =0 wmv--..J X
<br />Poll" WW
<br />E.D. EDGE DISTANCE
<br />SEE SCHEDULE ON
<br />SHEETS 8 A 9) SWCAA&LE 3/ 6�-I
<br />TOP BOTTOM MOUNT240S CAN BE
<br />COMBINED IN MY WAY TO SUIT ANY CA"
<br />INSTALLATION, I
<br />2
<br />2.2-TEST REPOM:
<br />Large missile Impact load -tests were. perFormed under SSTD 12-99 standard as
<br />per section 1600.1.2 of the Florida Building Code. Uniform 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 0/11102 witnessed by William
<br />R. Mehner, P.E., Soriz Moroz, P.E. and Henry Hattern, P,E. and Report No.
<br />0219.01 -09, dated February 26, 2b0g, signed and seated by Edmundo
<br />Laigaespecla, P.E. and Henryll-fattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 20 as per section 1609.1.2 of the Florida
<br />Building Code, Test Report prepared byAmorlean Testing Lab of South Florida,
<br />Report. No. 1123.01-10, dated November23, 2010, signed and sealed by Julio 15.
<br />Gonzalez� P.E.
<br />Tensile test report No. 9CM-1 98 by QC M I etallurgical, Inc., dated March 13,200D,
<br />signed -and sealed by Frank Grata, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1 3110,datod Discambe'r 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P. E. as per ASTM E-8.
<br />2.3. STRUCTURAL 19NGINEERIbIG.GAL&ULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1,804 of the Florida Building Codo, Calculations prepared by Tilteco,
<br />Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. 11101115SILEIMPACT RESISTAN—CE
<br />Large missile Impact under section 160.12 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />4. WIND LQMS REA111STAINCE:
<br />24 Gage i3alvapized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on shoots 5,�9, 10, 11, 13 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 Shutter assembly, as per SSTD 12-99 Standard.
<br />LUATION RFX.QR1_N_Q_2E9U= 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indiGated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (F.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, IS and 18 of 18, of Product Evaluation Document
<br />(P,E.D.), drawinig No. 20-175.
<br />t.-MATIE-R-IALCHARACTEManuAND-s-PEci-F-i-c �io &
<br />Shall be strictly in acwrdance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluation Document (P�E4D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in complianoe with General Notes No- 1, 8 thru 14, Indicated
<br />on sheet 1 of 10 of Product Evaluation Document (P.E,D.), drawing No. 20-175
<br />prepared by Tilteco, Inr. and 8 , igned and sealed by Walter A. TlIllt, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of1he 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. rillft, Jr., P.E, (Florida License
<br />No. 44167), President of TIfteoo,,Inc. (Florida CA-0006719).
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />I'W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, BW/11 & 7W/11 F"'
<br />.V MAX AACKIORS, FOR CDNCIFAVE SEE SMWAX ON SHEETS a & R__
<br />T11* MN. FOR WOOD see SECTIONS ON SHEETS 10 A, I I
<br />0
<br />-7 ----- - ---
<br />Xl/
<br />71.1
<br />- - - - - - - - - - -
<br />UNBOLTEO PANELS SADILM PANELS W/ 1/40;20xl'
<br />(SEE SECTIONS AS U;�%- SO" -/ ve -I-r
<br />0 EAL OVERLAP
<br />(SEE SECTIONS AS APPLICABLE)
<br />L
<br />r MAX
<br />V
<br />3r MAX 1/4, 2/4, 3/4, 4/4, 5/5. 7/5,
<br />-I" MIN. i
<br />IIW/10, 2W/10. 3W/10. 4W/10.
<br />A 5W/10. BW/11 & 7W/11 1�6/5
<br />t
<br />�AkGfl(XS� FOR CONCRETE SEE SCHEDME ON sNEEM 8 Q___;
<br />FDA WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />REGULAR SIORM PAINELS M A Q ELEYABON
<br />2-8r
<br />Qmw .1 *UE VALLM
<br />vi-1 tin cNII-Imblum kmv x*(411 Fmag.1 b, 10-16
<br />DIRECT "0 06 MRUPMNG DIRECT ANQ
<br />MOUIMNIQ
<br />INSTALLAHM
<br />NOW
<br />M - EDGE DISTANCE EQB COMI&AM DE
<br />(SEE SCHEDULE ON Top & BOTTOM mouNnNGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SLITT ANY
<br />2D GWE MVANM STEEL STORM PANEL me" I
<br />No, 44167
<br />BAL PROTECTION MDUCTS. U.C.
<br />IATE IK Z�T:l LAWE C 0 Owe, FL met
<br />TA -176
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<br />0, . - W.U.....
<br />HCHOFIS, FOR CONCRETE SEE SONEDAILE ON SHEET S_
<br />FOR WOOD SEE SECTKM ON SHEET 12
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