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<br />TILLIT TESTUM a ENGINEER111111113 CC F
<br />22-315-TA.EPORTS.-
<br />A. MATERIAL CHARACTEMSTICS ANDAPECIFICATI0148a
<br />, -
<br />WATTHR A. TTLUT, RL, F1, ___
<br />—.,
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />-Shall be strictly In accordance with General Notes and Components indicated on
<br />FL��It2t,
<br />201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.). drawing
<br />PL C A t.6- 1`14� 011061f9
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-176. Anchor specifications %hall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports# 96-509 dated 08/09/1996, #96-5TO dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and
<br /># 2126 dated 10/06/1908 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7...LIMITATIONS AND CONDITIONS OF USE,
<br />REPORT NO.. 20-0720.01
<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. Shall W strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28,211120
<br />Tensile test report No. 9CM-I 97 by OC Metallurgical, Inc., dated March 13, 2OD9.
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and I I thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. M176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tifteco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E.
<br />PRODUCT SU13-CATEGORY" Storm Panels
<br />2.3-STRUICTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 162D.2 of the Florida Building Code.
<br />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Glathal EfflMadw Products
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />LLC_
<br />48M S.W. 61 Street
<br />section 161 6 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. TIM, Jr., P.E.
<br />wood frame structures.
<br />Deirle, Flo6da33314
<br />1. PURPOSE OUVALUATION:
<br />3. MISSILE 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 Wetter A. Tillit Jr., P.E. (System
<br />Large missile Impact under section 1825 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-000671 9).
<br />ID # 19043) to the Global Protection Products, LLC, Rule Chapter No.
<br />01 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />4-M-ND LOAM RESISTANCE
<br />,%illilk"1110411"o,
<br />,,,?��,j�. N - T141 S,
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<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />/V,�ii�i�l N
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas indicated on sheets$, 10, 14,15,
<br />16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />,___ . . I
<br />" � S
<br />,_--_-;-.?--_=1_--4Z_No. 44167 - I=
<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 fbir the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, iO, I 1,
<br />_- .. * JIC
<br />—� 1*,_ �>* :
<br />?,'�-11�z , * - � STATE O F
<br />at bast equivalent to that required by the Code.
<br />14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />- S .. .,.it
<br />v -
<br />,
<br />drawing No. 20-176.
<br />/ i Xv'�-_. FIORM"'....
<br />* . *
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLAT110N.,
<br />, IS-- �`#'
<br />Nir��
<br />" /0�'4 �
<br />74#111111111o"I
<br />a Building Code change that may affed ft limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED,
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />WATU
<br />Di% TI LTECO AD MON RIE CORDS I P. E. REPORT. 20 ir 0 LORAL PROT E CTION P ROD UCTS, LLC � 20 GAGE
<br />2.1. PRODUCT EVALUA-notN.DDCUWAT(E&_"
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED VEE L STORM PANEL% DRWGI 6 20-1 78 k REPORT 0 204MOl
<br />Drawing No. 20-178, tided "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14,16, 25 and 26 of 28, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets I thru 26 of 26 prepared by I itteco, Inc.; signed and sealed by Waftar A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RVAIS
<br />"kii0lifillil"i
<br />Evaluation Report. 0101 FF11%
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<br />6355 NX 36th Shvell; Suite 305, Miami. FloriEla 33166 - Phone: (305) 871 Z '
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<br />'11144111111100
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<br />8 3) IN CASE THAT PREI2AST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FQUAKD ON THE
<br />6" = " M
<br />EKSTM WALL. ANCHORS SKILL BE LONG U40UGN M REACH THE MAIN STRUCTURE BEHING SUCH AWLS,
<br />IN
<br />I STORM RPM SHDw9TMMZ%ft=U!�K UME,NLT (PrD,)O,K,AS BEEN VERIFIED FOR COMPLIANCE IN
<br />DUCT
<br />ANCHORAGE SNAL. BE AS MENIKIKID IN B.i) AND IN 62).
<br />ACCORDANCE TWn4 THE (77000V1110 F= .
<br />2M ) 0, E ALOW
<br />(C) M-allaba-WMA .
<br />DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION t$20 OF THE ABOVE MENTIONED CODE
<br />1/4-0 TAPCON ANCHM, AS AMPWAMRED BY t 7 W BEREM, INC
<br />- #1�10 PANELMATE FEMALE 10 AND PANEUMATE PLUS ANCHM AS MMKIFAMIRED BY ELOO CONSTRUCTION PRODUCTS
<br />FOR A WIND SPEED AS RODUM BY THE 4URISCHICTION WHERE = SHUTTERS OKI BE INSTALLED ASO
<br />FOR A D"E"T"A"J" FACM "'OL01 USING AWE 7- 1 6 AND NOT EXCEED THE MAJOIAMM (A.S.0)
<br />.
<br />- 1/4*0 LAS SCREWS PER 4 O,S.
<br />DESIGN PRESSURE FAIIINGS 04XATM ON SHEETS 7 THRU 12. 14. 15. 16. 19 A 20.
<br />- 7/16*0 � 51W wow Vigor. As DistRain BY ALL POINT scREw. 9W 6 wEaki'T DO,
<br />IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS OrrOMMM PER ASCE 7-16
<br />C I) MINIMUM THREADED PIUNIETRAMN INTO WOW OF TAPCON ANCHORS SKILL 13E 3 1/2' AND 2* FOR ELCO PANDAIATI PLUS
<br />SH41 BE FIRST REDUCED TO A.So . DERIGN RAW LOADS BY MULTIPL11M tHEIA BY 0 6 IN ORDER M
<br />AM PANEUAMJE FEMALE 10.
<br />COuPAJAE THESE W/ VA. (AS,O) .= PRESSURE RATINGS INDACATIED ON SHEETS I 11411h) 12. 14, 15. 46. 19 III 20
<br />C.2) MINIMUM "EADED PENETRATION OF LAC SCREW. INTO THE WOIXI FRAME UNIT SHALL BE 1 1/2-. NO PoEADED
<br />IN ORDER 10 VERIFY THAT ANCKIRS ON TOM P ED AS TESTED WERE W OWN STRESSED. A 33111 04CRFASE 00 ALLOWABLE
<br />PAM FOR WK LOADS W43 NM USED IN THEIR ANALYSIS. FASTENERS SPXP4 TO WOOD K%S BEEN OETERMPIED 04
<br />PENETIVITION INTO Sr1JCCG SM. BE CONSIDERED AS PART OF THE REQUIRED THREADED PPICTRATION.
<br />ACCORDANCE WFrH AIM,& 2018.
<br />C 3) MINIMUM EDGE 04STMCE OF LAG SCREWS� INM WOOD SHALL BE AS TWOCAVED IN THIS D%%*M
<br />STORM PANEL'S ADEQUAM FUR IMPACT AND WOO MISTAKE HAS SM VOW" IN ACCORDANCE Wfrk SECTION 1626 OF
<br />THE ABOVE MEINMIONM CODE AS PER HURRICANE ENGINEERING At TESnN0 PIC REPORTS 96-501. 96-570 4 96-T30 AMD
<br />CA) MONUM Po&1ftnON OF WOOD SUSHM SMALL BE 5/8* 1/4' 0-20 SCREWS USED SkAiA BE 1 1/2* LONG M0QMUM
<br />FENESTRATION TESTING LAS 01C.. REPORTS #2032 At JI2126 , AS PROtOCOLS TAS-20' , TAS-202 AND TAS-203
<br />SHOULD STAXXO WST. AND 1* MINIMUM MR WALLS WIT14 NO STUCTC.
<br />AS WELL AS AMERICAN ITST LAS OF SOVIN FLORIDA WEPOIn JIM I 9.01-09, AS PER ?AS 201. TAS 202 AND
<br />US 703 SrANDARDS.
<br />CS) IN CASE THAT PRECASI MAE, OR PRECAST C014CRM PANELS STUCCO OR WOOD BOARDS ME FOUND ON THE DUSTINO
<br />2 ALL ALUNIVILM EXTRUSIONS 10 BE 6063-76 ALLOY 00 TOAPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />WALL "MRS SHALL BE LOW ENCUCH TO REACH THE MAIN SrRumw GOOND SUCH PANELS.
<br />94CHORAGE SKILL BE AS MENTIONED IN C 1) C1) & C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CL03URES SHALL PAVE 3105-H14 ALLOY�
<br />(0) ANCHORS SHALL BE WSTAUM FOU.VWM ALL Of THE WOOMWFAIDATIONS, AND SPIEWCATIONS OF T14E ANCHOR'S ]MANUFACTURER
<br />A ALL STEEL SHEIET hOA PANELS SHALL WAVE STRUCTURAL QUALITY STEEL ASTMI A633 CRUDE 50 MWOMIUM, G-60
<br />GALVANIZED STEEL DESIGNATION WIrY- 56.5 wr (AFTER ROLLED),
<br />6 PANELS MAY ALSO BE INVIALLED HORIZONIALLY JOLUDIRIAG INSTALLATION DETARLS SHOWN ON SECTION 3 "OM" 10 (SHEETS 4
<br />1.11OUCH 6) EXCEPT TWA? HEADERS IM & 0 SHALL NOT BE USED
<br />5. ALL SCREWS TO K STAVASSS STEEL 304 OR 316 AIM SERIES OR ODFUNISON RESISTANT COAMED CARBON STEEL AS PER
<br />ON SWI8 W/ 50 I* YIELD STRIENGIN 00 90 hiN TEASKE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />9 IT SHALL BE THE $RESPONSIBILITY OF THE CONTRA" 10 10" THE SOUNDNESS OF tW STRUCTURE WHERE SHUTTER IS TO BE
<br />SECTION 241t 3.14,
<br />ATTACHED TO INSURE PROPE31 AMCHORMX THIS SHUTTER SHALL UNIT 81 ATTACHED TO CONCRETE. BLOCK OR WDO0 FRAME
<br />BIJILDINGS.
<br />6 DOILTS TO K ASTIM A-307 CALVAKEED SrEI3_ OR AtSI 504 SERIES SIAINLESS STEEL MYTH M MW MINIMUM ICLD
<br />STRENOTM
<br />7 ANCHORS TO WALL SHALL BE AS FOLUOWS-
<br />10, EACH REGULAR STORM PANEL WFTN LEwn4s OVER W-6 THROUGH 12'-4*. AS PER SECTIONS 6 ' S. 9 & 10 AND ALTERNATIVES VAI,
<br />SW & T ON SHEETS IL 6 4 12 FASPIECTNELY�. SHALL M" A LEGIBLE 00 READILY V6IBUF M;WOZ INV'RUICTM OWNER OR
<br />TMANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERICIDS OF MROW.-M WARNINIG
<br />(A) PDI,WsD c��
<br />I I THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTIER COMPONENT EDGES WHICH REAAuN IN CoWnmuouS CONTACI AAn4
<br />1/4-0 TAPCON ANcHons AS A&ANWAcTURED rr 1TW MILE". INC (Mtr I'"3192 P's.)
<br />THE BUILDING TO PREVENT WRIND/ItAIN INTRUSIOK
<br />__
<br />1/4' 4 . 7/8' CAX-114 ANCHORS. AS MANUFAICIUMED BY DOWALT INC. (MIN, f'0-3000 W-)
<br />_ I /4'0 It 3/4* SOLIO-SET ANC.MORS, AS 01ISTRIBUTIED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />12 STORM P44M INSTALLATION SHAILI COMPLY WITH SPECS INDICATED IN THIS DMWWG PLUS ANY SUILOM AM ZONING REGULATIONS
<br />(M,' r_3000 ps.I.)
<br />PROVIDED BY THE JURISDICTTION WHERE PERMIT IS APPLIED TO
<br />- 0,14-10. PANIELAINT FEMALE 0 & PAMELWTE PLUS ANCHORS. AS ~ACTUPIED BY ELCO CONSTRUCTION PRODUCTS
<br />13 (a) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED By THIS ENGINEER 15 6100130C AND DOES NOT PROVIDE 0WORMATION
<br />- I MIN. t - 3330 Ps Q
<br />/4*0 Cf T= ANCHORS, AS MANUFACTURED BY TRU-FAST CORPQ14ATlON (f'c--XW P.s.I.)
<br />FOP A SITE SPECIFIC PROJECT. Is 1114CRE THE SITE CONIXnONS DEVIATE FROM TK PED
<br />A,I) MNWM EMBEDMENT OF TAPCDN ANDIDAS MITO POUM CONCRETE SHALL BE 1 3/4'. 2' FOR PAIVELMAIE FDAkE
<br />(b) CONTRACTOR TO BE MPMSRBUE FOR THE SELIECTM, PURCHASE AND INWALLATION INCLUCINIG LIFE SAFETY Or TM PROOLCY
<br />BAND ON THIS P-E.D. PROVIDED HL/SHE DOES NOT DEVIATIE FRCM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />0 AND PAMEWALTE PLUS AND 1 1/4- FOR CF TAP-04P AMICHORS
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTIMI'S RESPONSMITY
<br />&2) CAUK-IR A, SOUO-SET ANCHORS 94AU BE EMBEDDED 7/8- IMM THE POURED CONCRETE NO EMKW_NT MID
<br />(�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WVAIUQ IF MODIFIED.
<br />SnJCOO SHALL BE PERMITTED 1/4 - 0-2D SOREAS USED WALL K 1 1/2- LOW MINIMUM SHOULD SrUOOD OM,
<br />NO I' MOOM MR WALLS WITH 1� STUCCO. AND MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD.
<br />(d) SM �� PROJECTS SHALL K PREPARED BY A FLORIDA RECITTERED ENGAMEOI OR ARCHITECT WHICH WILL BECOME THE
<br />OUT WN War wirs.
<br />ENGINEER Or REOM (E.Oat.) FOR FIVE PROJECT AND WHO WILL BE RESPONSIBLE FOR 114
<br />PROPER USE OF THE PIE 0. DOGUIEW OF RECORD. ACTING AS A DELEGATED ENGINEER M THE
<br />A 3) IN CAN THAT, PRECAST STOW PRIECASI CONCRETE PANELS, PAVEWL STUCCO OR WDOO BOARDS BE FOUND ON THE
<br />PAE 0 ENGINEER. SHALL S~ TO THIS LATTER THE WE SPECIFIC DPAWW40S FOR RVACW.
<br />EXISTING WALL OR FLOOR ANCHKA'S SKILL BE LONG ENOUGH TO REACH THE IWAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SKILL BE AS MENTIONED IN A 1) AND 00 A.2)
<br />(s) T45 P.Eff SHALL BEAR THE DATE AND ORIONAL SEAL AND SIGNATURE Of THE PROFIESSIONAL
<br />ENIGINCER OF RECORD THAT PREPAOITID IT
<br />�=W 2 - O" WMIL AM C-90:
<br />(a) !01L/4' 0 TAKFIMAKHORS AS MANUFCTURED BY I 7 W VAUXX, WC�
<br />14 SWAM MANUFACTURIER'S LABEL SHALL 13E LOCA
<br />' TIM, ON A. READILY VISIBLE LOCATION AT STORM
<br />-
<br />- I/ 0 , 7111' CALM-414 ANCHDRS. AS MANUFACTURED Of VAC (MIN ?`� 5W p)
<br />D'EMALT '
<br />PANEL SHUTTIP IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILD04 CODE. ONE LAM
<br />SHALL BE PLACED FOR EVERY OPOWC. LABELING TO COMPLY WITH SECTION 1709.92 OF THE
<br />- 1/4 . 9 3/4' SOUD-SET AKNORS. AS DISTRIBUTED BY ALL POW SCREW. DOLT & SPECIALTY CO.
<br />X
<br />FLORIDA BUILDING CODE
<br />(04 f .
<br />- ir ,D-ISOG, Ps'.)
<br />14- PANELVATIE FEN" 10 AND PANELMATE PLUS ANCHORS. AS MAPAIIIACIURED By ELCO CONSTRUCTION
<br />-T-I
<br />THIS DRAWING SHALL ONLY BE U0 TO
<br />M
<br />PRODUCTS (1001, r-2071 psl) too "to AA% PERMITS IN THIE STATE OF nabOW, I
<br />01000
<br />- 1 /4* 0 CF TAP -GRIP ANCHORS AS MANUFACTURED & TRU-FAS7 CORPORATION ,0_ _� -
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<br />$1,A) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELVATES AM OF TAP CHOR. INTO THE OC70 . \,\C
<br />_ _
<br />r , - .. .,,- FLORIDA BUILDING CODE (Mgh Volocity H a
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<br />1 20 SAM SALVANIZEIII STEEL STON PANEL I I
<br />0.2) CALK -IN Ak SOUD-SFT ANCHORS SHALL BE EMBEDOED 7/8- INTO W CONCRETE BLOCK UNIT No ,
<br />167
<br />;-_7\
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<br />WO STUCCO SHAAA. BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOkC MINIMUM 9��Co
<br /><;$��
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<br />P�N� PROTECTIM PROOUCTS. U,C.l
<br />EKST. AND I' MININAUM FOR WALLS WITH NO STUCCO, I Q* eTAI
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<br />PRODUCT EVALUATION REPORT R.Prm!r 4AL67
<br />ItLk;.A. UDAMs _�. 3W?I9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Repo" Issued by Walter A.T1111t, Jr., P.E. (System
<br />10 W 190e) to the Global Protection Products, LLC, Rule Chapter No.
<br />SIG20-3, 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 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 wO Conditions
<br />2. EVIDENCE SUBMMED:
<br />21. PRODUCT FEVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-175, Wed "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />shools I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an integ
<br />po '?J is
<br />,_ "!�4 4
<br />Evaluation Report. " A
<br />,,��NV_ .: .... 05�%_
<br />6_35i N.W. 36th Stree� Suite 305, Miami. Flodda 33166 - PI:
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-l')
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<br />PRODUC f ICVAI,l 7AnON REIMT No- 2Q4717,01 2
<br />22 TEST REPQRTS
<br />Large missile impact load tests were performed under SSTO 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static toads as per
<br />Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lob of South Florida, Report# 0814.01-01 dated 03/11102 wftnessed by William
<br />R. Mohner, P.E., Bortz Moroz, PIE. and Henry Hattem, P.E. and Report No,
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo
<br />Largoospeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 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 Jw3o E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by OC Metallurgical, ]=, dated March 13,2000,
<br />signed and "sled by Frank Grate, P.E, as per ASTM 6-8 and Tensile Test as
<br />per QC Metallurgical Report No. iOKM-1 318, dated December 1, 201 0 signed
<br />and saaled by Jerry Jaclofeno, P. E. as per ASTM E-8.
<br />2.3. &TRUICTURAL ENGINEERINre CALCULATIONS,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, de*n
<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 12tl 8f1O and OM7/13 (for this revision), signed and sealed by Walter
<br />A. 7111tt Jr., P-E.
<br />3. MISSILE IMPACT RESISTANCE.
<br />Large missile Impact undereaction 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4, NND LOADS RESISTANCE*
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, I I,
<br />12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steal Storm Pam] has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
<br />,A1111111 I
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<br />5. INSTALLATION: .
<br />Installation shall be pedoffned 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. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 6, 16 and 18 of 18, of Product Evaluation Document
<br />(P,E.D.), drawing No. 20-176.
<br />9, MATIERAL CHAMCTERMCS AND SPECIFICATION&
<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-in,
<br />Anchor specifications shall be as indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E,D.), drawing No. 20-175.
<br />7�_LJMITATIQNS AND CONDMONS OF USE A
<br />7. I. Shall be strictly In compliance with General Not" No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document: (P,E.D.). drowift No. 20-175
<br />prepared by Tiftep, Inc. and signed and sealed by Walter A. THRI, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 10202 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 X Tff Ift, Jr., P.E. (Florida License
<br />No. "i67), President of 71fteco. Inc. (Florida CA-0006719).
<br />WATtLL
<br />D!t TIL'TIECO ADMON RECORDS I? E.REPORT.2(
<br />G&VANLM SrEELSTORNI PANEL 1,01111WO020-176i,
<br />1/4, 2/4, 3/4. 4/4. 5/5. 7/5.
<br />IW/10. 2W/10. 3W/10. 4W/10. +6/5
<br />5W/10. 6W/11 & 7W/11
<br />— ANC-4011113; FOR CONC_1IE SEE SCHEDULE ON SHEETS 0 III, 9 -3: WAX -
<br />FOR WOW SEE SECTIONS ON smEm to & ii -- - - I MIN.
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<br />M
<br />0
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<br />M
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<br />W
<br />2
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<br />Z
<br />Z
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<br />._J
<br />a -
<br />I
<br />SHEET NO.
<br />SH
<br />1,0.
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