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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />2.2. TES REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />S. MATERIAL CHARACTER11STICS AND _$YfCFWAn0At
<br />Shah be stric In accordance with General Notes and Compcinerits indicated on
<br />WAT TRR A. T=, JR., PA,
<br />YL �t _2 1,
<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 EvoluaUan Document (P.E.D.), drawing
<br />-FICAU-M,01106719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-1741. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 9"89 dated 08/0911 996, #98-570 datedogi,18/199e,
<br />2e,of Product Evaluation Document (P.E.D.), drawling 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 0411 611998 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. a nd Report No.
<br />7. UMITATIONS AND CONDITION OF USE;
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc.. dated March 13, 2009,
<br />on shoe I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, trIdicaled
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: shutws
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr,, P, E.
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />2.& RUCTURAL ENGINEERING C&CULADONS
<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 1020.2 of Me Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED $TEEL STORM PANEL
<br />Wind load. as wall as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER. Global Protection P ioducla, I.I.C.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame shictLires.
<br />4800 S.W, 61 Street
<br />dated 11/03(08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P_ E.
<br />Davie, Florli:143314
<br />1. PURPOSE ff EMALUATION;
<br />3. MISSILE IMP -ACT RMISTANCE,
<br />Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
<br />This is a Product Evaluaticin Report Issued by Walter A, Tillit. Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 19043) to the Global Protection Products, LLC, Rule Chapter No.
<br />... %il"OH0410,40
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />CW_ IND LOADS RESISTANCE:
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<br />Not �A N - TkZ,,%.
<br />,P;I� ........ . ,
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />. �-�
<br />j�-`�tEly&
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<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas 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 />- I ..* *.IN
<br />- '-. 1
<br />1 _ I ,--No. 44167
<br />_-_-_�-__-=9-=,,:--
<br />been verified for mmpl lance In accordance with the 2020 Sevordh Edition of Me
<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, I 1,
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<br />:��4�� 1�;.*Ls,, STATE OF
<br />at bast equivalent to that required by the Ccde�
<br />14, 15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-178.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION,
<br />r�.--'1OR1D`1---1',,
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<br />a Building Code change that may ~ Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />YVATILL
<br />DA TtLTECO ACINION RECORDS kP. E. REPORT-20 kGLO9AL PROTECTION PRODUCTS, LLC I 20 GAGE
<br />2. 1. PRODUCT EVALUATIONDOCUMEN-T (P.E.D.110
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL ISTOM PANELk DRW3 N MI 71111 I REPORT 0 204MOI
<br />Drawing No. 20-176, tIded 92D GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14,16, 26 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets I thru 26 of 26 prepared by'r
<br />ifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part
<br />'Ii,kIIIIIII41sq',
<br />Evaluation Report, ,,,00,141181; �.%,
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<br />GMERAL NOTES:
<br />�vaa M IOK "MM VMM
<br />' STORM PTCL SHOW PRODUCT r^UAT,ON DOCUMENT (PC,D) HAS am vow" FOR CWKAKE IN
<br />ACCORDANCE WITH THE 202D (7th EDITION) OF THE FLORIDA SUALDINO CODE
<br />DESIGN WIND LOADS SPAU. BE DETERMINED AS PER SECTION iwoor THE ABOVE MENTIONED CODE,
<br />FOR : WIND SPEED AS REDARIED Fly THE JURISDICTION WHERE THESE SHUTTERS WRA BE
<br />FOR DIRECTIONALAY FACTOR Kd-O 55. USING ASCE 7-16 AND STOLL NOT EXCEED INC .=,ff)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, TO It 2Q
<br />IN ORDER TO VERIFY IRE ARM COMOMON. ULTIMATE DESIGN VAND LOAM DETERMINED PER Asa 7-16
<br />SHALL BE FIRST REDUCED TO A-& D DESIGN WHO LOAD$ BY MULTIPLYING IWM BY 0 6 IN ORDER TO
<br />COMPARE THESE W/ AMA (AS.0) DESIGN PRIESSILINE RATINGS INDICATM ON $WEIFS 7 T4AU 17. 14, 15. It. 19 & 20
<br />IN ORDER -,C VERIFY THAT, ANCHORS ON THIS PED AS TESTED WERE NOT OVER STRESSED. A Lft INCREASE 04 ALLOWABLE
<br />VMS FOP WIND LOADS VAS tML USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD RAS BEEN DETERMINED In
<br />ACCORDANCE WITH NLD.S. 20111.
<br />STORM PAMEL'S ADEQUACY FOR IMPACT AND WIND RCWAV4a HAS KEN VERIFIM IN ACCORDANCE W� SECTION 1626 Of
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE O*W[FNNG IT TESTING INC REPORTS 96-N9. 96-S70 & 96-T30 AND
<br />FENESTRATION TESTING LAB INC, REPORIS #2032 * #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203
<br />AS WELL AS AMERICAN TEST LAID Of SOUTH FLORIDA RD�= 0021 9.01-09, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STANDARD&
<br />2 ALL ALUM"M EXTRUSIONS -0 BE 6%3-T6 ALACY AND TEMPER. (UMUSS OTHERWISE NOTED) SEE SHIEETI 2
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL PAVE MOS-#04 ALLOY
<br />4 ALL STEEL SHEET METAL PAWLS SHALL HAVE SIOA-71I.RAIL OL04M SrEn_ ASTM A-653 GRADE 50 MTOMUM. G-60
<br />GALVANIZED STEEL OESIOMPON W/fY. 50 5 - (AFTER ROLLED)
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AM SERIES Oft CORROSION RESISTANT COATED CARSON STEEL AS PER
<br />DIN 50018 W/ 50 kw YIELD STRENGTH AND 90 %a TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA OUILDING CODE
<br />SECTION 2A 11 3�3,4
<br />5 INCILTS, TO BE ASITIA A-JO? GALVANIZED STEEL 00 ATSI 504 SERIKS TTANCM SIEEL WITH M I- KINAKAK YTELLD
<br />SIREN7.
<br />I ANCHORS TO WALL SHALL BE AS FOLLOWS'
<br />(A) 0"VIETE
<br />- 1/4*9 TAPCON ANCHOAS AS MANUFACTURED IN IT* 9LALDEX. INC IMP f*�310 ws.)
<br />*
<br />- I /:.. 0 ,.37/ ' CALX-LN ANCHORS. AS MANUFACTURED BY DEVALT INC (MIN t*3000 ",,)
<br />- I/ /4� SCUD_SrT ANCHORS. AS DISTRAILITED BY AU PONT SCRIEW, BOLT & SPECIALTY CO
<br />(K` I '3000 9.0
<br />- 114-10 PAPIELMAVIE FEMALE 9) & PANELMATIF PLUS ANCHORS. AS MANUFACTURED By ELCO CMTRWKM PRODUCTS.
<br />(NON I' -3350 p.ai)
<br />- 1/4-0 C; TAP-ORIP ANCHORS, AS MANUFACILTRED In ?RL-FAST CORPORATION (I'%O0 P-)
<br />41) INFAMM EMBEDMENT OF TAPCON ANCHORS INTO PWRICID CONCRETE SHALL BE 1 3/4*� 2* FOR PAMELMATE FEMME
<br />To AND PNOUWTE PLUS AND 1 1/4- FOR CF TAP-ORTP ANCHORS
<br />A2) CALX-IN a SOLJO-SET ANCHORS SHALi BE EMBEDDED 7/6- INTO THE POURED COKAM NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMITTED I/ - 0-20 SCREWS USED SHALL BE I Ilr LONG MINIMUM SHOULD STUCCO EXIST,
<br />NO " MINIMUM FOR WALLS WITM 100 STUCCO. 440 WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />SUIT WITH WING NUTS
<br />AJI� IN CAN ThAT PRECAST STONE. PRECAST CONCRETE PAWLS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND, On '44
<br />EXISTWG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH IKE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED W A 1) AND IN A 2)
<br />CM -nobaSEX _WIAk_A3DL`Q_M
<br />(a) ?1LIF ShfiTAITCON ANC.1IOR=SAS AMAKRACUIRED 6, I I W SUUWX. INC
<br />- t/4' 0 A 7/8' CAL9-TN ANCHORS. AS MANIUFACTUREO BY DEWALT INC (I". I'- I 500 A- )
<br />- I /A 0 X 3/4- SOUC�-SET ANCHORS. AS 00TRIBUTED By ALA. POW SCRIEV, BOLT & SPECIALTY CO
<br />(on Viaoo 0.�.)
<br />- #tA- '. PASELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANVFACTURCO BY ELCO CONSTRM-TON
<br />PRODUCTS (MIN Fn?l IT-) Lot%%
<br />_ i 14 4 a TAF-MP ANCHORS, AS MANUFACTURED By TRU-FAS7 CORPORATION ZZIV .
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<br />8 IT MINIMUM EMBEDMENT Or TAFACON ANCHORS. ELCO PANELVATIES AND OF TAP -GRIP ANCHOR. INTO 4W .
<br />BLOCK UNIT SHALL BE I 1/4- I ..
<br />9.21 CAL9-th & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/0' INTO THE CONCRETE BLOCK UNIT No .. h
<br />MID STUCCO SHALL. K PERMITTED !/A- 0-20 SCREWS USED SHALL K 1 1/2' LONG, MVVAN I�
<br />EKIST, ASO I � MINAMUM FOR WAU-S WITH NO STUTCCO III -q*.- ,
<br />83) W CASE THAI PRECAST STONE. OR PRIECJST COKRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON THE
<br />tXTSTING WALL ANCHORS SKALL BE LONG ENCOGH TO REACH T14t MAIN STRUCTURE BEHIND SLICH PAWLS,
<br />SHALL BE AS MENTIONEID IN 9.1) AND IN B.2).
<br />(c) T1 -JOK SPECIFIC 084TY - Q.55 ma:
<br />- 1/4 " TAPCON ANCHORS. AS MANUFACTURED BY I I IN SUILDD. INC
<br />014-ID PANELMATE FEMALE To AND PAWILMATE PLUS ANCHORS. AS MAMIFACTURED BY ROD CONST]"KIKIN PRODUCTS
<br />- I 14-0 LAO SCREWS PER #4 D.S.
<br />- 7/I6*0 v 5/9" WOOD BUSHM. AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO.
<br />C t) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112- AND 2- FOR ELCO PAWILVATE PLUS
<br />AND PANELMALE FEMALE .D�
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE *ODD FRAME UNIT SHALL BE ! 1/2'. NO THREADED
<br />PE141EtRA"DN INTO STUCCO SHAL. BE CONSIDERED AS PAFr OP THE REOU4XED THREADED PENETRATION
<br />C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THTS DRAWING
<br />C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/T 1/4' *-2D SCREWS USED SHAU SIT 1 i/2' LONG k**"
<br />SHOULD STUCCO, COST- AND I' MINIMUM FOR WALLS WITH NO STUCCD
<br />C5) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANE-S, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />04L AN0*00IRS SHALL BE LQNC ENOUGH TO REACH THE MAIN STRUCTURE 004W SUCH PN41S
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. 1) Cl) & C 4)
<br />(U) WHORS SitkU. RE INSTALLED FWDWING ALL OF THE RECONNOWATIOWS AND SPECIFICATIONS OF THE ANICHOR S MANUFACTUfICK
<br />8 PAINELS MAY AM BE INSIALLM HORIZONTALLY FOLLCWftG INSTALLATION DETAILS SHOWN ON SECTION 3 THRDLGH IQ (SHEETS 4
<br />"OUCH 6) EXCEPT Wt WADERS (D a 0 SHALL NOT IN USED
<br />9 17 SHAUL BE THE RESPONSIBITUT'r OF THE CONTRACTOR To VERIFY THE SOUNDNESS Of THE S"KiCTURE WHERE SWITER IS To BE
<br />ATTACHED TO "SURE PROPER ANCHORAGE TH15 WJTTER SHALL ONLY BE ATTACHED IQ CONCIRM BLOCK OR WOOD FRAAAE
<br />Buto,"m
<br />10 LAC. REG" STORM PANEL WITH LENGTHIS, OVER S'-8 THROUGH 12'-4*. AS PER SECTIONS 6, & 9 4 10 AMC ALTERNATIVES ON.
<br />" & IOW ON SKETS 1, 6 & 12 RESPECTIVELY. STA41 HAVE A LEGIBLE AND READILY VISIBLE MARKING 41SMuCTINK; OWNER OR
<br />TENANT. TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DORANG, PERIODS OF HURRICANE WARNING
<br />I I THE INSTALLATION CONTRACTOR IS TO SrM,iCWLk ALL SHUTTER COMPOWNY EDGES WOCA REMAIN IN CONTINUOUS WNTACT VATT,
<br />THE BUILDING to PREVENT WING/AAA INTRUSION
<br />12 STORM P014EL TNSTALIATTON SHOAL COMPLY WITH SPECS INDICATED AT THIS WAKING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />PROVIDED BY THE MISDICTION WHERE PERMIT IS APPLIED TO
<br />1.1 (a) THIS PRODUCT EVALUATION DOCLARENT (O IF D.) PREPARED r THIS ENGINEER 6 GENERIC AND DOES Wn PROVIDE INFORMA11oh,
<br />FOP A SITE SPECIFIC PROJECT, J 9 WHERE THE SITE COMUffXXV5 DrAA7r FROM TIME P r D
<br />(b) CONTRACTOR TO SE RESPONSIBLE FOR 'HE SELECTION, PURCHA,% AND INStAL1.0-oll INCLUDING LIFE SAFETY Or THIS PRODUCT
<br />M= ON THIS PEZ PROTIIDLD HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUGFION SAFETY AT SITE IS ?HE CONTRACTOR'S RESpow�NITY
<br />W THIS PRODUCT EVALUATION DOCUMENT ARLI BE CONSIDERED INVAUD IF WK)DnED
<br />III) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH,TECT WHICH WILL BECOME IHE
<br />ENGINEER OF RECOSTO (COM.) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E D� ENGINEER OF RECORD . ACTING AS A OELEGATED ENGINEER To THE
<br />PT,D ENGINEER, SIMa S~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RiW*
<br />(A) THIS PE-D SK41 BEAR THE DATE AND ORIGOTAL 5EAL AND SIGNATURE OF THE PROIFTSSIQNAL
<br />ENGINEER OF RDCOAC THAI PREPARED IT
<br />f4 SHUTTER MANRIFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17DO.9 3 OF FLORIDA 9UILD*4 CODE ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WH SECTION IM992 OF nNE
<br />FLORIDA EMLOM CODE
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<br />DR45m swu olky at USE To
<br />OBTAIN PERMITS IN THE STATE OF FLORIDA I
<br />"Ith"_ I "I's
<br />INSTAUATION DETAILS
<br />INTO EXISTING POURED
<br />coloo" AACKM
<br />FOR REGULAR PANELSQ)
<br />CONCRETE OR CONCRETE
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<br />BLOCK STRUCTURES =101M ,11,1,
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<br />WALMA.TIL1.JZJR,P.L PRODUCT EVALUATION REPORT
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global ProtocUon ProduMA=
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />tRteOO@8OI.C,OLn
<br />M.P.1' Lk-N. 446
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<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />$1020-3, Method 10 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 Coda change that may affect its limitations and conditions
<br />Z1, PRODUCT EVALUATION DOCUMENT (P.E.D r.
<br />Drawing No. 20-1 75, tried *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E,; dated 07t2712020. This drawing is an into Is
<br />Evaluation Report. 0"M,1115I
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<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per secOon 1609.1.2,of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Tosl;reporls prepared byAmorican Testing
<br />Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William
<br />R. Mohner. P.E.. Bartz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespads, P.E. and Henry Hattem, 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. 11 23.DI-10, dated November 23, 2010, signed and sealed by Julio S.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2000,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tonalle Test as
<br />per OC Metallurgical Report No. I OKM-I 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<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 Build Ing Code. Calculations prepared byTiltsoo,
<br />Inc., dated 12/18110 and 08/271113 (for this revision), signed and sealed by Walter
<br />A. 711111, Jr., P.E.
<br />3. MI$SILE IMP -ACT RESISTANCE.
<br />.
<br />Large missille Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. VdND LOADS RESISTANCEO
<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, 11,
<br />12 and 17 of 1 8 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be 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 12-49 Standard.
<br />111111111
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<br />5. INSTALWION-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
<br />drawrInglillo.20-T17S. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13, 14, 15, 10 and 18 of 18, ofProduct Evaluation Document
<br />(P.E.D.). drawing No. 20-1711,
<br />S. MATERIAL CHARACTERISTICS AND SPECIFICATION& -
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No,
<br />20-175.
<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. LIMITATIONS AND CONDITIONS OF USE
<br />7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shoal 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1 75
<br />prepared by TIfteco. Inc. and signed and sealed by Walter A. TIN, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />asclefined 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 structurea.
<br />Product Evaduallon Report prepared by Walter A. TOM, Jr., P.E. (Florida License
<br />No. 441167), President ofTifteco. Inc. (Florida CA-0006119).
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<br />_0
<br />0
<br />L_
<br />CL
<br />(1)
<br />U)
<br />ICU
<br />M
<br />SHEET NO.
<br />SH 1.0,
<br />
|