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<br />TILLFT TESTING & ENGINEERING CC 1
<br />2.2. TIES REPORTS:
<br />SCIFICATION&
<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 />WAT THR A. TTLLIT, I-R., F.E. t1itCvD@&o1.CTYrn
<br />YL P.H. IL- N. 44TA7
<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.), drawring
<br />FIL C A 116-T N1, 11000719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated OBVI09/1996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />PRODUCT EVALUATION REFOR
<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 0411611998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITAT11ONS AND CONDITION OF USE;
<br />REPORT NO.: 211-028.011
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largeespada,
<br />P.E. and Henry Hattern, 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 QC Metallurgical, Inc., dated March 13, 2009,
<br />an sheet 1 of 26, an well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutt=
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilleco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />2.& ST UCTURAL 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 I 620.2 of Me Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, 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 />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />MANUFACTURER: Global Protection Products LLC.
<br />section 161 6 of the Florida Building Code. Calculations prepared byTilleco, Inc,,
<br />wood frame structures.
<br />48W S.W. 61 Street
<br />dated 1 1/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., R E.
<br />Do -As, %dda33314
<br />1 . PURPOSE OF EVALUAT ON:
<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 Wafter A. 7111 It 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 Tiltsoo, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />,k%%IVNiI1IlHTjN,,1
<br />61020-3, Method I D of the Florida Department of Business and
<br />4, MND LOADS RESISTANCE
<br />otl.%�� N. Tito',
<br />........
<br />�N,
<br />Prolliesslottal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length boas Indicated 14,15,
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<br />0 4N. - I - `,�t E N Se *%!.?
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<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. panel shall on sheets 8, 10,
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br /> --- i -.
<br />� --_-.�Z_-�- Jila. 44167 '. I
<br />1- , �, �- , ,
<br />.
<br />been verified for compliance In accordance with the 2020 Seventh Edition of t1he
<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, 1 1,
<br />fee,.-* .- * I
<br />'
<br />��I�_614-._-. STATE OF
<br />at bast equivalent to that required by the Code.
<br />14,15,17,18, 19� 20 25 and 26 of26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />..,�51
<br />,� .1 10, �,
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />...,
<br />III
<br />'11141 110011
<br />a Building Code change that may affect Its llmWons and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATILL
<br />2. SUBMITTED
<br />shoes 3 thru 7, 1 0 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document
<br />D�� TILTECO ADMOIN RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC % 20 GAGE
<br />.EVIDENCE
<br />2.1. PROD-UCTEVALUA]ION-DOCUM.ENT.(P-JLU
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIT&D STEEL STORM PANEU CORWIGN20,1711% REPORT 020-on&Ol
<br />Drawing No. 20-176, thiled "211O GAGE GALVANIZED STEEL STORM PANEL",
<br />indic-ated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A.
<br />TIIIIt, Jr., P.E.; dated 07/28/2020, This drawing Is an integral part,IA.Ibis
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - S X ft I
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<br />I STORM RATIO. SHOWN PRODUCT EVALUATION DOCUITENTY (PCO) HAS BEEN VERIVIED rOR COMPUARCIF IN
<br />ACCORDANCE WFIN THE 2= (71h EDTFION) OF THE FLORKA 13UPNK CODE
<br />DESIGN WM LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MIEFFICTIED COW,
<br />FOR A *TOM SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE S"UTTIEFIS *ILI BE INSTALLED AND
<br />FOR 4 DIFTECTIONALITY FACTOR KII-04t. USING ASCE ?-I 6 AND SHALL NOT EXCEED THE 1000MUM (A-S 0 1
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TWU 12. I#. i5, ie, 79 a 20
<br />AN ORDER To VER" THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DIETEFIVINED PER ASM 7-16
<br />S841 BE FIRST REMACED TO A,SD DESIGN WIND LOADS By MULTIPLYING THEM BY 0 6 N ORDER TO
<br />COMPARE TVIM W/ MAX (ASO) OESICH PRESSURE RATINGS INDICATED ON SHEETS 7 T"RU 17, 14, 45, 16, 19 III 20
<br />IN ORDER -10 TIORIFY THAT ANILHOn ON THIS P ED AS rESTEU WERE Not OVER STRESSO. A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS Ilia U%D IN TRW ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED Al
<br />ACCORDANCE WITH N.DS 2018.
<br />STORM PAKIL'S ADEQUACY FOR IMPACT AND MO RESISTANCE HAS BEEN VERIFIED IN ACCORICIANCE WITW SECTION 1626 OF
<br />THE ABOVE M�M CODE AS PER HURRICANE 04CIFIEVII04 A TESM4 INC REPORTS 96-5119, 96-1,10 IS 25-TM AND
<br />FENESTRATION TESTING LAS INC. REPORTS 12032 AT #2126 . AS PROtOCIALS TAS,-201. TAS-202 AND TAS-M3
<br />AS WELL AS ANATTRICAVY TEST LAB Or SCUTH FLORIDA REPORT #0219.01-09, AS PER TAS 201. 7AS 207 44D
<br />TAS 703 STANDARDS
<br />2 ALL At.UMNNUA4 EXTRUSIONS TO BE W63-TO ALLOY AND tEMPt.R. (UNLESS OtHOEITIVISt NOTED) SET SHM 2
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE VOS-HI4 ALLOY.
<br />4 ALL STEEL SHOW METAL PANELS SHALL HAVE SrRVLC� QUALM STEEL ASTNI A-653 MADE so MINIMUM. G-W
<br />GALVANIZED STEEL DESIGNATION */ry. 58 5 TNI, (AFTER RIOULIED).
<br />5 ALL SCREWS TO Of STAINLESS STEEL 304 00 110 AIW SERIES OFT CORROSION RESISTANT. COATED CARBON 57EEL AS PER
<br />DIN SMIS W/350 � YIELD STIRFMGTH AND 90 AN TENSILE STRENGTH 61 SHALL COMPLY W/ FLORIDA SU41DINO CODE
<br />SIX1,014 241 .3.
<br />9 BOLTS TO BE ASIN A-307 GALVANIZED STM. OR AM 50� SERVES SIAftESS STEEL. WITH 36 ". MINIMUM TTELD
<br />STIREW.
<br />" ANCHORS TO WALL 94N.L BE AS rOLLCANS
<br />(A) IQ_D_Q5_TP&_PQWS&"Q"QWE
<br />- 1/!'# TAPCON ANCHORS AS MANUFACTURED BY I T * EVALOO. IW (M,, 1'3192 p)
<br />- I /4..# . 7/!- CA,K-IN ANCHORTS. AS MAINVACtURVED BY DEWALT ITIC (MIN 1'3000 PAL)
<br />_ I/ . 3
<br />F4 /4 SOUC-S17 ANCHORS. AS DISTRIBUTED BY ALL Point SCREW, SOLT III SPECIALTY CO
<br />(I", t�_3000 R.AL'.)
<br />- 114-10 PAMELMATE FEM41 0 & PAW110JE PLOS ANCHORS. AS MANUFACTURED I" ELCO Coks"ItuctioN PRODUCTS
<br />(MiNi f'33W P-)
<br />- 114'0 CF TAP-ORIVIP ANCHORS. AS MAMVFACIURED By �RU-FAST CORPORATION V-34500 F5.0
<br />AT) MINA" EMBEDMENT OF TAPCON AMC�KFAS INTO POURED CONCRETE SHALL BE I VA'! 2' FOR PARELTIMTE FEMAIE
<br />0 AM PAKUAITE PLUS AND 1 114- FOR CF TAP -GRIP ANCHORS
<br />A.7) CAL9-PI * SOUD-STE' ANCHORS SHALL HE EMBEDDED 7/8- WIC THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED I " ' 0-" 19CREVIS USED SHALL BE 1 1/2- LL14C M"WA SHOULD STUCCO EXIST
<br />No I' MINIMUM FOR WALLS WTYFV NO STUCCO. AM MAY Or HEADED SCAM OR ALL THREADED SCRIEWS W/O "EAU,
<br />OUT WTH WIM NUTS
<br />A3� I44 CASE THAT PRECAST STONE, PKCAST CONCIAM PANELS. PAVERS, STLIECO OR WOW WARDS BE FOUND ON �.k
<br />DISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PAWLS ANCHORAGE SHNU BE AS MENTIONED .N A 1) AND IN A 2)
<br />(a) !0,1.61 _&A&LJV.LL_`.qy__Q�_
<br />/,_ : TAPCON ANCHORS AS MAINLIFACTURED SY I I AT BUILD", INC
<br />- t/4' . 7/8' CALK-410 ANCHORS� AS MANUFACTURING OFT DEAVALI INC (MIN re-15M P")
<br />-
<br />_ ,/A I. 7 3/4. SO1UO-StT ANCHORS. AS DISTRIBUTED W ALL PONT SCREW. 800 a SPECIALTY CO
<br />(ON ".-'aw P.j)
<br />- #14-10 FIAMELMATTE fVMAIJ 10 AND PANELMATE PLUS ANCHORS. AS MANAUFAMADD BY ELCO CONSIFIXIC"ON
<br />PRODUCTS (MR V-207i 9.,) TV
<br />_ , /A 0 CF TAP -GRIP ARCHORS. AS MAIVYVFACTURFD By TRU-FAST COW -ORATION P!
<br />40"o
<br />8 1) MPIWVW EMSEDMENI UA TAPCON ANCHORS, ELM PAWLIOATIES AND CF TAP-ORR ANC.OR. 14TO THE C010 �'.
<br />13LOrw UNIT SHALL BE 1 1/4. �r ..-��
<br />8 2) CA" -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE SLOCIT UNIT. a . N
<br />INTO STUCCO SHALL BE PERMITTED '14* 0-20 SCITIM USED SHALL BE 1 1/2' LONG 611THIVIVA:10.-W..
<br />EXIST, &NO I � MINIAO.W 'OR WAIJ.5S 01W NO MCCO f. -q:.- I
<br />0 3) IN CASE THAT PRECAST SIONIE, OR PRECAST CONCRETE PAWLS. STUICCU OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL, ANCHORS SHALL BE LONG DAMON TO REACH IMk MAIN STRUCTURE BD41NO SUCH PANELS
<br />AWHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN 62).
<br />(C) TQJZWW_Tr=ANVPL_SEI=r1C_A&M_,� - 0.55 hm -
<br />I I /4'* TAPCON ANCIVIM. AS UMLWAMRE13 BY IT W eULM. INC
<br />- #14-10 PAIRELMATE FEMALE 10 ANO PANCLAMITE PLUS ANCHORS AS MWJfACrURU BY ROD CONSTRUTETTON PRODUCTS
<br />- 1/4-11, LAC SCREWS PER Al D.S.
<br />- 7/iOa , �/S* WOOD BUSHM. AS DISTRIBILRED fly ALL TONI SCREW, SOLT FIT SPECIATTY CC
<br />OF 7APCON AFICHORS 9441 BE 2 112- AND 2- MR ELCO PMELMATE PLUS
<br />AND PAINEUMALE FEMALE 10
<br />c 2) FIRRAiLIA, i4READED PENETRATION or LAID scwN. INTo THE woop FITRANVE UNIT SHALL BE ' 1/2' NO THIMADED
<br />PENIETRATION INTO STUCCO SHALL BE CONVOERED AS PART OF THE RECOPIED TTiR[AGEC PENETRATION
<br />C 3) MWMM EDGE DISTANCE OF LAC SCRIEWS. INTO *000 SHALL BE AS INDICATED IN THIS DRAWING
<br />C 41 MINIMUM PEWMTQN OF *ODD BUSHING SHALL BE 5/5' 1144 0-20 SCItM USED SHALL BE I t/2' LONG MINIMUM
<br />SHOULD STUCCO EXIST AND I* MINIMUM CDR WALLS WITH NO STUCCO
<br />C 5) 44 CASE THAI PRECAST STONE. OR PRECAST CONCRIM PAN&S. STUCCO OR WOOD BOARDS BE MIND ON THE EXISITING
<br />WALL. 44CHM SHALL BE LOW ENOUGH TO REACH VE MAN STRUCTURE ISCF,ft SUCH PANELS
<br />ApAONoFMrE SHALL BE AS MENTIONED IN C 1). r 2) III C 4)
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMIFNOXIVONS AND SPEC9CA1IORS Of THE AMFOR'S MANUFACTURER
<br />0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAULATION DETAILS SHOWN ON SECTION 3 THROUG- TO (SHEETS 4
<br />FHFIOUGH 6) EXCEPT THAT NE-AGERS M 6 0 SHALL NOT BE USED
<br />9 11 WLI BE THE RESPONSABILITY OF THE CWRACtOR 10 VIERETY THE SOUNDNESS Or THE STRUCTURE WHERE 911LATIN IS To BE
<br />ATTACHED TO INSUITIVE PROPER ANCHORAGE THIS SHUTTER SHALL OV4Y BE ATTACHED TO CONCRETE. BLOCW OR WOOD FRAME
<br />BUILDINGS
<br />10 EACH REG" STORM PANEL Mr. LENGTHS OVER W-11 THROUGH 12-4% AS PER SECTIONS 6, S. 9 A 10 AND ALTERPATimcs Be.
<br />9W III FOR ON SHEETS S' 6 6 12 RESPECTIVELY: SHALL HAVE A UEGIBLE AND READILY VISIBLE MARKING ANSTRUCTING OMER OR
<br />TrAMN? TO StCURE PANELS WITH APPLICABLE REINFORCEIAIENT OURTAK. PCF40DS OF 14URRCME WARNING
<br />I I THE tNiSTALL&TION CONTWOON IS TO SEAL/CAUUk ALL SHUTTER COMPONENT EDGES WnC4 REMAIN IN CONTINUOUS CONTACT WaIL
<br />THE BUILDING TO PREVENT OND/" INTRUSION
<br />12 STORM PAWL INSIAILLIkTION SHALL COMPLY W-74 SPECS INDICATED TV THIS DRAWING PLUS AN' BUILDING AND ZONING REGULATIONS
<br />PROVIDED BY THE JURISDICTION WHOM PERMIT IS APPLIED TO
<br />13 (,) INFIS PRODUCT L��UVATVDN DOCUMENT OR E D ) PREPARED By TMIS ENGINEER IS rEAMEATIC AND DOES Not PROVIDE. WORMATION
<br />FOR A SITE SPECAFTIC ITTICACT. - WHERE THE SITE CONDITIONS DEVIATE FROM T14E PED
<br />(T) CONTFRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P1.01 PROVIDED NIE/SHE GOES Not DIEVINTE FROM THE CONDITIONS DETAILED ON THIS DOCLWFr
<br />CONSTRUCTION SAFrrY AT SITE 15 THE CONTRACTOR'S RESPONSAIRVIrrY
<br />(c) TT*S PRODUCT EVALUATION DOCITMEINT 01111 BE CONSIDERED INVALID IF NIGOM
<br />(d) STIFE 94MWIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH VMLL BECOME THE
<br />ENCTINUER Or RECORD (E.0,111) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />'ROPER USE OF THE P1 0 ENGINEER Or RECORD. AcnNG AS A DELEGATED ENGINEER TO THE
<br />OEC EF=. SHALL S~ To THIS LArTEAV THE SITE SKCVFXC D&VITIFFOINGS FOR REVIEW
<br />(A) THS PEO SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAI PREPARED IT
<br />14 SHUTTER MANUFACTURER'S TAMIL SHALL BE LOCATED ON & READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUT" IN ACCORDANCE VAN SECTION 17og 9 3 OF rLOFIVA BUILDING. CODE ONE LABEL
<br />SHALL BE PLACED roR OLVEVITY OpUAwc VABELFNG To COMPLY *n4 SECTION I 709.9 2 or THE
<br />FLORIDA BUIUNM CODE
<br />__ __ -
<br />146 MOM 511ILL MY BE USED TO I
<br />ultmkiu.. I — PERMITS IN THE STATE OF I'LOMODA
<br />CODE (Man Velocity tlu,,ricane
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<br />IFIRDIDUCT KVALI1AT1Q&KU9JffJWL194,UM I
<br />//f,:L INC\,.,,
<br />______
<br />TILLIT TESTING & ENGINEERING 1
<br />- _
<br />Large missile Impact load tests were performed under SSTO 12-99 Standard as
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />vmniit A. IMLIT, RL, P.L tilmV.com
<br />PRODUCT EVALUATION REPORT ITT. R.1" 441.6'
<br />per section 1609.1.2 ofthe Florida Building Code. Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of I 8, of Prod uct Evaluation Document (P.E.D.),
<br />tL1.,A�1_FXAXVAV14VV,MVI9
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Lab of South Florida, Report# 0814-01-01 dated 03111102 witnessed by William
<br />sheets 3. 6, 13, 14, 1 6, 116 and I 8 of I 8, of Product Evaluation Document 1,
<br />REPORT NO.: 20-1111727.02
<br />R. Mehner, P.E., Borlz Maroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E.D.), drawing No. 20-175.
<br />02119.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />DATE: July 27,2020
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida
<br />S. MATER!AL CHARACIERLJMCS_AND_aEfCIFJCATK�W-
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11 23.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Shall be stActly in acGordance with General Notes and Components Indicated on
<br />Gonzalez, P.E.
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawIng No.
<br />PRODUCT SUB -CATEGORY.- Storm Panels
<br />20-175.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />J
<br />111111111`�
<br />I
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product P
<br />%
<br />PANEL
<br />per OC Metallurgical Report No. 1OKM-1 318, dated December 1, 201 0 signed
<br />Evaluation Document (P.E.D.), dinswilng No. 20-175. , -
<br />MANUFACTURER: Global Pmbilc1lon Produ0s.-=
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />C0
<br />CP
<br />4800 S.W. 51 Stneat
<br />2.3. STRUCnffl&
<br />LIMITATIONS AND CONDMONS OF USE:
<br />Davis, Florida 33314
<br />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 />_J
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated :P
<br />do."
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by TiReoD. Inc. and signed and sealed by Walter A. TIIIN, Jr., P.E.
<br />This is a Product Evaluation Report Issued by Waliter A. Tllllk Jr., P.E. (System
<br />section 1604 of the Florida Building Code. Calculations prepared by TlIteco,
<br />Inc., dated 1211 8110 and 08/27113 (for this revision), signed and sealed by Walter
<br />I
<br />I
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A T1IIIt Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />SIG20-3, Method 1D of the Florida Department of Businsiss and
<br />as defined on section 1020.2 of the Florida Building Code. .
<br />Professional Regulation.
<br />3. MtSSILE IMP RESIMITARCE:
<br />.
<br />This product (a being Issued an Evaluation Report as described herein, and has
<br />-ACT
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />SSTD 12-99 Standard and TAS 201.
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />Product Evaluation Report prepared by Walter A. TI[Ift, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code.
<br />4. WIND LOADS RESISTANCEn
<br />No. 44167), President of Tifteco. Inc. (Florida CA-0006719).
<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 />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, 1 1,
<br />,%%sit"11111111111111OA.,
<br />I
<br />0 A. 14;91u.
<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 5, 9, 10, 1 1, 113
<br />1610�1 ...... I.., "I ,
<br />I Wr Ilk E�;' .....
<br />�
<br />2. EVIDENCE SUMMED:
<br />on sheets thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />---, ...", W - r . .
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<br />21, PRODUCT EVALUATION DOCUMENTP-M,
<br />24 Gap Galvanized Sisal Storm Panel has been verified for code compliance to
<br />—,- . I
<br />7"'? 1 --
<br />- liwz_ * :*-
<br />Drawing No. 20-175, titted "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />work as a non -porous storm shutter assembly, as per SSM 12-09 Standard.
<br />.,
<br />WATFU , 'S . .. f
<br />CO!TTILT1ECOADMONRECORDSli? E.REP0RT.20%GLQ6ALP4O 'IV' NP L ,, - AGE
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<br />GALVANIZE0 MEL STORM PANEL kDRM#20-1751, MPORT*2D4WVI �0,*. 411010'... ,
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an integ#"Ir�#gIs
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<br />CEILING Kil ... A". A. 5301. 20-ils INISTALLATION. .0". ! DRIT311'..
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