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I ILI E00
<br />Z
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TEST RE R-TS,:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAB
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />9AQMWS1Y.MJ1QAT=RR= NO. 2&07U.01
<br />G. MAIERIAL CHARACTERIST1101-AND SPEMICATIONS:
<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 />WAT TER A. TILL17T, JR., RE, cc)
<br />13=1 441M47
<br />as per TAB 202 Protocol. Test reports prepared hy Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 " 21 of
<br />Testing, Inc., Reports # 96-569 dated 0810all 996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P-E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and
<br />* 2126 dated 10/05119,48 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LINITrATION AND CONDITIONS OF USE:
<br />REPORT NO.: 204728.01
<br />0219.01-09, dated March 4, 2000, signed and Sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. $hall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of`26� as well as General Notes # I thru 4 and 11 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-IT6
<br />PRODUCT CATEGOIRYi Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by T liteco, Inc. and I signed and sealed by Waiter A. Tillit, Jr,, P, E.
<br />PRODUCT SUB-GATEGORY- $tarm Panels
<br />2.3. STRUCTUIRAL� NGINEERING CALCW.A110AS;
<br />T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />definedon section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Protection Products
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shot I only be Installed Into poured concrete, concrete block, and
<br />LLC,
<br />4800 S.W. 51 Street
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />wood frame structures.
<br />Davis, Florlda333114
<br />dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E,
<br />I.PURPOSE Of EVALUATION;
<br />3. MJ$SILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System
<br />Large missile Impact undersection 1626 ofthe Florida Building Code, as per
<br />No. 44167). President of Titteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAB 201 Protocol.
<br />61 G20-3, Method I D of the Florida Depa rtment of Business and
<br />4. VVIND LOAD
<br />�'�k 1, T14Z/
<br />Prolliesistonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15,
<br />16,19, 25 26of26 Evaluation Document
<br />44167
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />and ofProduct (P.E.D.), drawing No.
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 16, 17, 18, 19, 20 25
<br />STATE OF
<br />at least equivalent to that required by the Code,
<br />and 26 of 20, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20-176,
<br />40V)
<br />- ..,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />. .......
<br />Lp
<br />%', Sto N A
<br />a Building Code change that may affect b limitations and conditions
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />I EVIDENCE SUBMITTED;
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WArU
<br />D�MLTFCOAOMONREC'ORM�P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS. LLC`12OGAGF
<br />2.1. PRODUCT EVALUATHO—N DQCUMENTJp&.pJ,
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />CALVANIZED $TEEL 5TORM PANSU DRIAIG MY 76 1 REPORT �"720;01
<br />Drawing No. 20-176, tMed "20 GA43E GALVANIZED STEEL STORM PANEU1,
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilleco, Inc.; signed and sealed by Waiter A.
<br />(P.E.D.), drawing No. 20�-176.
<br />Tit lit, Jr., P, E.; dated 07/2812020. This d rawIng Is an integral part 1 IM1111,
<br />Evaluation Report. yJ 4N.
<br />e)
<br />Okoolilillip',
<br />�,A �k N.
<br />N,
<br />k _\� .. -
<br />EN&
<br />No. 441ti
<br />157
<br />STATE OF
<br />Ajo Rl
<br />6355 NX 36th Street, Suite 305, Mi
<br />'ami, Flarida,13166 - Phone: (305) 871-1530 A
<br />9
<br />GENERAL. NOTES: SZ) IN CASE THAT PRECAST SIMINE, CA PRECAST CONCRErE PANEI-S. SftJCCP OR WOW BOARDS BE FOUND ON THE
<br />0" I= 20 STEEL. WOW N" DUSTING WAU� ANCHORS SHALL BE LOW DOWN M REACH THE MAIN STRUCTURE ODOM SUCHI PANELS
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D�) HAS KEW VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL K AS MENTIONED IN 9.1) AND IN 112).
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) M.L.
<br />" TAKOR ANCHORS, AS MANUFACTURED 13Y 1,7.W. BUILM. INC.
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IS" OF THE ABOVE MENTIONED COOF_ �144:10
<br />FANELMATE FEMME 0 AND PARELMATE PLUS ANCHORS . AS MANUP 'TUAND BY ELCO CONSTRUCTION UCT&
<br />FOR A WIND SPEED AS RIEQUIRED BY THE JURISDICTION WHERE THESE smOTTENsS AL PROD,
<br />A ORECIIONAUTY FACTOR 0-015. USING ASCE 7-16 AND SMALL NOT ANNE MM".A 1/4 LAG SCREWS PER N.O.S.
<br />FOR . BE rD)
<br />OESION PRESSURE RATINGS INDICATED ON SHMS 7 THRU 12, IC 15, 16, 19 & 20. 1/16"0 - 5/8' WOOD EIUSHINC AS DISTRIBUIED BY ALL POINT SCREW, DOLT & SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE COWN]ION, ULTIMATE DES" WIND LOAD$ OFTERNENW pM #ScE 7-16
<br />SHALL BE FIRST REDUCED TO kSJO. DESIGN VANO LONn BY MVLTIPL�ING TV" BY 0,S 94 CROER 70 C-1) MINIMUM THREADED PENETRATION INTO WOOD OF' TAPCON ANCHORS SHALL OF 1 1/2- AND 2' FOR ELCO PAMELMATE PLUS
<br />COMPARE THESE W/ MO, (ASD) DESIGN PRESSURE RAT" INDICATED ON SHEETS 7 THRU 12, 14� 15, 10. 19 & 204 AND FANELMALE FEMALE 10,
<br />IN ORDER 10 VERIFY THAT ANCHORS ON THIS PE D. AS TWO WERE NOT OVER StRMED, A 33X INCREASE IN ALLOWABLE C�2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SMALL. BE 1 1/2�. NO THREADED
<br />PENETRATION INTO SnCCO SHALL BE CONSIDERED AS PART
<br />Of THE REQUIRED THREADED PENETRATION.
<br />STRM FOR WIND LOADS WAS NQL USED IN THEIR ANALYSIS. FASTENERS spArING To WOOD RAS BEEN DETERMINED IN
<br />ACCORD04CE WITH M.D.& 2018. C.3) MINIMUM EDGE DWANCE OF LAC SCREWS� INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANWS ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BUN VrRtnED IN ACCORDANCE WITH SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A, TESTING INC, REPORTS 95-569. 96-570 & 96-T30 AND C,4) MINIMUM PENETRATION OF WOOD SLISHING SKALL BE 5/r. Ile 0-20 SGRM USED SHALL BE 1 1/2' LONG MINIMUM
<br />FENESTRATION TESTING LAIL INC, , REPORTS 12032 & #2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD S!UCCD DOST. AND I* MINIMUM FOR WALLS WITH NO MUCCO.
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT #0212.01-011, AS PER TAS 201, TAS 202 AND
<br />TAS, 203 STANDARDS. IN CASE TNAT PRECAST STOW- OR PRECAST CONCRETE PANELS SnXXO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />2. ALL AILUMNLIM 0GRUSIONS VD BE W�Te ALLOY nQ TEMPER. OmLEss OTHERWISE NOTED). SEE SNEET 2. WALI_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANEL&
<br />ANCHORAGE SHALL BE AS W904ED IN CA), C.2) & C-4)
<br />3 ALL ALUMINUM SHMT METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY, (0) ANCHORS 94ALL BE INVIALLED FOUJOWING ALL OF THE RECOMMENDATONS AND &PECMATIONS OF THE ANCHOR'S MANUFACTUIMI_
<br />4. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL GUAM STEEL ASTM A_653 GUM 50 MINIMUM, G-60
<br />GALVANIZED STEEL DESIGNATION W/rY- MS k0i WIER ROULED). 8- PAHELS MAY AIM BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION MAILS SHOWN ON SECTION 4 THROUGH TO (SHEM 4
<br />THROUGH 6) EXCEPT THAT W-ADERS Q & Q SMALL NOT BE USED.
<br />5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHkU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERVY THE SOUNDNESS OF THE STRUCTURE WHERE SHunER IS TO SE
<br />DIN SWIS W1 50 k1d YIELD STRENGTH AND 90 kel TEM54LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />SECTION 24A 1 .3.3.4. ATTACHED TO N&M PROPER ANCHORAM THIS SHUTTER SHALL ONLY RE ATTACHED TO CONORM, BLOCK OR WOOD FRAME
<br />BUILDING&
<br />S. BOLTS TO IIE ASTM A-307 GALVANIZED STEEL OR AISI 304 SUM STAINLESS STEEL WITH 36 kSI MINIMUM YELD
<br />STRENGTH. 10- EACH RtGULAR STORM PANEI. WITH LENGTHS OVER 8*-0 THROUGH 12'-4*, AS PER SECTIONS 6. S. 9 & 10 AND ALTERNATIVES 8W,
<br />I ANCHORS TO WALL SHALL BE AS FOLLOWS- SW & IGW ON SHEETS 5, 6 & 12 RESPIECTIVElY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING GAWR OR
<br />TENANT TO SECURE PANELS WITH APR)CABLE REINFORCEMENT DORM PERIODS OF HURRICANE WARNINC
<br />11. THE INSTALLATION CONTRACTOR IS TO SFAL/CA1JLK ALL SHIJUTER COMPONENT EDGES WHICH REMAIN IN OWMWOUS WNTAM WITH
<br />(A) ?irf WTAPCON ANOWHORS AS MANUFACTURED BY ITW BUILDEX. INC, (MIM, ro-3t22 pQ THE S"NO TO PREW-Mr WIND/RNIN INTRUSION.
<br />�/4' 0 . 7/8" CALK-W ANCHORS, As MANUFACTURED BY OCINALT WC_ (MIN. V-3000, PeO
<br />/4�0 . 3/4* SOLM-W ANCHORS, AS DISMUTED BY ALL POINT SCREW, DOLT & SPECIALTY 12- 5YORM PANEL INSOMLATION SHAU COMPLY WITH SPECS INDICATED IN THIS DRAMNO PLUS ANY BUILDING AND ZONU40 REGULATIONS
<br />(Mi", r-31000 P.,L) PROVIDED BY THE 31RISSIG1I VWfrAE PERMIT IS APPLIED 70.
<br />#14-10 PANELMATE FEMALE ID * PANUMATE PLUS ANCHORS. AS MANUFACTLIRED BY LIM COK"WlION PRODUCT&
<br />(WN, I*J350 P.L) 13- (0) THIS PRODUCT EVAUAMOR DOCUMENT PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION
<br />Ile# CF TAP -GRIP ANOWIRS. AS MANUFACTURED BY TRU-FAST CORPORAWN (f-3600 pzl.) FOR A SITE SPECIFIC PROJECT, i.a. WHERE THE STrE CONDITIONS DEVIATE FROM THE P.F-D.
<br />Al) MI M EMBEDMENT OF TAPCON M40NM INTO POURED C014CRETE SHALL BE 1 3/4� 2- FOR FANELMATE FEMALE (b) CONTRACTOR TO BE RESE"001E FOR THE SELECTION. PURCHASE AND MrALLATION INCLUDING LIFE SAFETY OF THIS PRODUCIT
<br />BASED ON THIS RED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />0 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. CONISMUCTION SAFE17Y AT SITE IS. THE CONTRACTOR'S RESPONSSILITY.
<br />A.2) CALX-IN & SDUD-SCt ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE, NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />SFUCCO SMALL BE PERMITTED. 1/4* 0-20 SCREWS USED 9*1 BE I IIV LONE; W41MUM 94OLU STUCCO COST.
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THWADED SCREWS WIG HM. (d) SITE SPECM PROJECTS SHALL BE PREPARED BY A FLORIDA REGIMRED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NOTS. ENGINEER OF RECORD (FOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E-0. ENGINEER Of RECORD. AUK AS A DELEGATED EN04M M THE
<br />A.3) IN OISE THAT PREQftT STONE. PRECAST CQNCRE7E PANELS, PAVI�M STUCCIO OR WOOD BOARDS BE FOUND 04 THE P.E.D. ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS, ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2), (e) THIS P.F-D. SRALL BEAR THE DATE AND ORIGIN& SM AND SCHATLIRE OF THE PROFESSIONAL
<br />ENGINEER OF FZCDRD THAT PREPARED IT,
<br />(a) !12190M I
<br />IAPOGN ANCHORS AS MANUFACTURED BY L T. W. SUILDM INC. 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE L=To* AT STORM,
<br />le " ���
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9,3 OF FLORIDA BUILDING CODE ONE LABEL
<br />1/4" 0 A 7/3' CALK -A ANCHORS, AS MANUFACTURED BY OEWALT INC. (MIN. f'—Ibw p.,I.) SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMKY WITH SECTION 1709.92 OF THE
<br />1/4'0 X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CO. FLORIDA BLNtDM CODE
<br />(MN ' f—TOOD P41)
<br />014-10 PANELMATE FEMAU tD AND PANCLUATE PLUS ANCHORS, AS MANUFACTURED BY EUCO CONSTRUCTION DNLY BE
<br />=u.
<br />PRODU IS (MIN. rc-2071 P�Sj.) '111010M E STATE
<br />C
<br />Ile 0 CF TAP-CSIP ANCHORS, AS MANUFACTURED BY TRU-FAS7 CORPORATION A,
<br />0-1) MINIMUM EMBEDMENT OF TAPOON ANCHORS, =0 PANELMAM AND Cr TAP -GRIP ANCHOR. INTO THE FLORIDA BUILDING CODE (High Velocfty Nu me Zone)
<br />BLOCK UNIT SHOU BE 1 1/4', 20 "a GLYANIZED STEEL STORM PANEL FRI
<br />No.
<br />8.2) CAIX-iN & SOUD-SET ANCHORS SHALL BE 1EMENEWED 7/e INTO THE CONCRETE BLOCK UNIT, No 4 167 — DRAWN W,
<br />INTO STUCCO SHALL 13E FMIATTED, 1/4- �20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOU GLOBAL PROTECTION PRODUMS. I.I.C.
<br />EXIST. AND I* MINIMUM FOR WALLS WITH NO STUCCO. ikj%. STA OF `ISOQS�W. 5 SMW
<br />Ov A OAW_ M 3MI.
<br />PI00 20-176
<br />OSQ ORNINK, N�
<br />INSIALLATION DETAILS.
<br />INTO EXISTING POURED
<br />FOR REGULAR PANIEL52
<br />CONCRETE OR CONCRETE
<br />& (2
<br />BLOCK STRUCTURES wicarmAmoNoRs
<br />on SONEAULE 04
<br />CONCRETE ANCHONS
<br />(M SCWMULE ON
<br />Ram a THRouGH 9)
<br />CONCRETE ANCHORS
<br />SH" a "MION 0 )r�E.D.
<br />CONCRETE ANCHORS
<br />(SEE SOVA" an
<br />4
<br />VaSTING POURED 41
<br />. I
<br />SHEETS a DIROUCH 9)
<br />I
<br />1
<br />ORE"."'SOU"
<br />/r
<br />I
<br />fE=-
<br />L
<br />IDOSTNO Pousp F
<br />CONCRETE
<br />2
<br />POURED
<br />2
<br />KNOW.
<br />EIRSTING
<br />CONCRETE REQUIRED]
<br />if
<br />IS
<br />Ilr Qlc�
<br />SEE
<br />ON
<br />IAM
<br />$0, IXrNIA`VW_
<br />QAS$.
<br />IN3STING POURED
<br />CONCRETE OR —
<br />./T—
<br />I - " — ;,
<br />RIF.
<br />E.", I
<br />Dmnw R
<br />12 112-
<br />12: 1
<br />2,1r
<br />%N&PO
<br />CONCRETE BLOCK
<br />Grp
<br />CONCRETE BLOCK
<br />REQUIRED,
<br />12 Iff =
<br />REOUIRED
<br />REOUREO. 2'
<br />EMMSIM POURmi
<br />CONCRETE
<br />1, MI—J
<br />CONCRETE ANCHOR$
<br />s(.T6* "S=
<br />L9
<br />REQUIRED.
<br />GGHGROE NONG" L-�D
<br />SM*KU ON—
<br />CONCRETE ANCHM-1
<br />CONCREM ANCHORS
<br />ON
<br />(SM
<br />SHEM 8 R`ROLaH 2)
<br />M SONED" ON
<br />94EM a THINX)ON 9)
<br />(SEE 304EM" 0-
<br />SHEM a poxam 9)
<br />SHOEIS I THROUGH 1)
<br />WALL MQWM
<br />SEW= 1
<br />SCALE 3/8.1-
<br />CEILING AIR &M MOUNTING
<br />WUNIAMIN131""NG
<br />&IUMU 11PLa MOUNTING
<br />E.D. - EDGE DISTANCE
<br />MAE
<br />IN a
<br />(SEE SCHIEDULE ON
<br />SHEETS 8 & 9)
<br />'Ir cit.
<br />TOP & BOTTOM MOUNTM CAN BE
<br />,Eik A,
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />............
<br />FLORIDA BUILDING CODE (High Velocity Nu Gone Zone)i
<br />7
<br />Cam T&TOOO. 2D GAGE GALVANIZED STEEL STORM PANEL cum Sh
<br />s
<br />GLOBAL PROTECT" PnIODUCTS. U_r_
<br />Z. IILIECO.7�
<br />CEILING AM UNTING
<br />AL
<br />QUID &*. 51 ISTREIG
<br />WMF� FL M314
<br />PROND MONVII-1I40, FAX' (W)MIS-UM 20-176
<br />_36m_
<br />�, (M - DRAWN
<br />2.OW
<br />L
<br />PAMEL'S END UP
<br />All,
<br />, - W
<br />IG
<br />ISOUf:1RIC VIEW DETAIL A
<br />R"IDED CORNER 0 ENDS Of PANELS
<br />END UP W/ HEMMED EDGE.
<br />(N.T.S)
<br />2*U!Xl/-4
<br />Mimuld AaGLE
<br />(�) *b" HEADER
<br />//T,:JECO
<br />:L
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTER A. 11LLIT, a, Pa EROIDUCT EVALUATION REPORT
<br />FJ,C,A. Limi, Nic. 010719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER, Global Protection Produr.% LLr,
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF MLIUATIOW
<br />This is a Product Evaluation Report issued byWalt6rA. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Giobal Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described heroin, and has
<br />been verified for compliance in accordance with the 2020 Severith Edition of the
<br />Florida Building Code, end 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 limitations and conditions
<br />2. EVIDENCE SUBMITTED.,
<br />Z1. PRODUCT EYALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-175, tMed '24 GAGE GALVANIZED STEEL STORM PANEU,
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an into ak#r, Trjk is
<br />Evaluation Report.
<br />'k
<br />167
<br />7 STATE
<br />"to RvO, "*`
<br />6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phoad: (305) 8 1- 1 1 -1531
<br />CRITAL WIOTN�--
<br />6.2W
<br />L_
<br />OAW MAN. THICK
<br />GALVANIZED STEEL
<br />ASTM A-M
<br />RADE SO
<br />< L* 2 0-60 MY.
<br />.2 A TYPI 48Z
<br />I N
<br />EDGE
<br />MAIL
<br />(A END STORM PANEL
<br />1/4-IM 1/4*0_22D.
<br />SERIES
<br />F I& STUD ArVERED ss. SWIG
<br />TO AHOLE 0 TO,
<br />12 �1/�2rOIC. III,
<br />SEE
<br />f
<br />SEE SEE
<br />DE7ft 1 Dow
<br />-125'
<br />—1. __, L .1i
<br />*U* HEAM Mau nAAL ANGLE WITH STUD ANGLE WITH
<br />\Z7 REV= MD
<br />X4
<br />I JIG !"-20, 304 SERIES
<br />IW
<br />F_ =,"NETED TO
<br />.375' .270".60r 2 1/2� O.C.
<br />1.97 . I I
<br />1.063, .0sr
<br />I �r L
<br />093" .
<br />0'15.
<br />Mr Ow
<br />I Ab� �005*
<br />NEY HOLE WASHER 000 -
<br />-f- TRACK ANGLE (9 3/8* "E* TRACK FLAT PLATED
<br />Alomyj WITH STUD
<br />GALVANIZED STM --3+4*0 N. T
<br />EN
<br />No 44167
<br />.37V
<br />FLORIDA BUILDING CODE (High Veloc
<br />NICKEL
<br />WING NUT X 'AF Sam III &C. 20 GAGE GALVANIZED STEEL STORM I
<br />KEY HOLE
<br />AT PANEL GLOBAL PROTECTION PRODUCTS
<br />MCA 1101E C 0 INC. 4800 S.W. 61 SOW
<br />ALTERMATIVOLY. USE WIND NLIT W1OVT
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<br />SHEETS 8
<br />NWE no
<br />TOP & BOTTOM MOUNTINIGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATM
<br />FLORIDA BUILDING CODE (1419h Vsloclty Nu com Zone)[
<br />01020 W.Mm We. F.P.
<br />20 OW GALVANIZED STEEL STORM PANEL
<br />44167
<br />OWN By,,
<br />0/28/2m
<br />S& S OIL— - GLOBAL PROTECTION PRODUCTS, U.C. Out —
<br />Z�. 4000 SL*1 61 STREET
<br />DAMK_ FL =14
<br />"Mm (w)WO-7m. V.- INN)MR-am 20-176
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<br />AV WALTER A.
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<br />2,Z TEST REPORTS. -
<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. 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 03/11102 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P,E, and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAB 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November-23, 2010, signed and sealed by Julio 1E.
<br />Gonzalez, P.E.
<br />Tensile last report No. OCM-198 by QC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, RE, a& per ASTM E-8 and Tensile Test as
<br />per Or, Metallurgical Report No, I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano. P.E. as per ASTM E-8.
<br />2.3 S.TRUCTURAL ENGINEERING CA�LQULKTIONS:
<br />On 24 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 />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12118/10 and 08127113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCF-'.
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD, 12-99 Standard and TAS 201.
<br />4, WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to SuStaln 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 bwd as indicated on sheets 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 />B
<br />—7--7 S STAT OF
<br />N L
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />IW110, 2W/10, 3W/10. 4W/10.
<br />5W/10, 6W/11 & 7W/11
<br />—ANCHORS: FOR CONCRETE SEE SCHEIRALE ON SHEETS 8, &
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 & I
<br />0 7 /1 —a
<br />PROIDUCT2YAt,ilATIDAUR.QRT-b'D-Zk-OU=
<br />A. INSTALLADOM
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.).
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />VLAATBRIAL_G���� �00�N.
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E. D.), drawing No.
<br />20-175.
<br />Anchor 6pecifloations shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7,11MITATIONS AND CONDITIONS OF USE-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by T!Reco, Inc. and signed and sealed by Waller A. Tillit, Jr., P.E.
<br />7,2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as 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. rdlit, Jr., RE. (Florida License
<br />No. 44167), President of Tlfteoo, Inc. (Florida CA-000671 go.
<br />WAT'LL
<br />D_"; TIL7ECO ADMON RECORDS � P. E. REPORT.20
<br />GALVANIZED STEEL STORM PANEL IDRVVG #20-17,9 �
<br />6/5
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<br />1_10.1/4, 2/4. 3/4. 4/4, 5/5, 7/5, -1.
<br />IW/10. 2W/10. 3W/10, 4W/10,
<br />5W/10. 6W/11 & 7W/11
<br />___._ANCHORS: FOR CONCRETE SEE SCHEME ON SHEETS 8 & Q____
<br />FOR WOOD SEE SECTIONS ON SHETTS 10 & 11
<br />ORM PANELS,d)& Q ELEVATION
<br />N.T.S,
<br />zar
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<br />INSTALLATIO QUAILS EOR REGULAR EANELSCD & JA
<br />INTO EXISTING POURED ONCRETE OR CONCIREIE RLQQK �JRUQTURES
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />CONCRETE CONCRErE FOR WOOD SEE SECTIONS ON SWEET 12 ----------
<br />CONCRETE SUM C74CRM BLOCK Ift.
<br />REQUIRED I REOURED REDURED W. -1 WHOUZ VNJLEY) I' Min.
<br />CONCRETE ANCHORS CONCRETE ANCHORS
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<br />20 GAGE GALVANIZED STEEL StORM PANEL r.P.
<br />0DWW&M OF No 44167
<br />ED. - EDGE DWANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS
<br />SHEET 9) COMEMNEED IN ANY WAY TO SUIT ANY Z 11LIECOINC, GLO C " PRODUCTS, U.C.
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