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<br />WV TFR A TTLLM JR., P.E.
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<br />14" I ILI ECO limc\-
<br />TILLITT TESTING 8I ENGINEERING OOMPANY
<br />PRODUCT EVALUAT10B_REEQFLT
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<br />REPORT NO.: 20-0?20.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUWCATEGORY.- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection prgdudl"
<br />48W S.W. 61 Street
<br />Davie, FloOda33314
<br />1. PURPOSE MEYALUATION:
<br />This is a Product Evaluation Report issued by Walter A. III Jr., PIE. (System
<br />ID 0 1906) 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 />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 lust equivalent to that required by the Code.
<br />This Product Evaluation Report shelf be subject to review and revision In case of
<br />a Building Code change that may effect Its Ilmit"ons and conditions
<br />2. EMDENCE SUBMITTED;
<br />2.1. PRODUCT EVALUATION DOCUMENT (PIAU-1
<br />Drawing No. 20-176, tffled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc.: signed and seated by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part ,%yP,',6,,,,
<br />Evaluation Report. 0""I t A. r/41001%
<br />Ss" WF
<br />OVIX-ii��.,l
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<br />.,__�_�_Z_ �11_ --No 44167 . `
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<br />6355 NX 36th Street, Suite 305, MUrni, Florida 33166 - Phone: (305) 871-1530 -
<br />CENERAL NarES:
<br />Ofta�flxt AMIMMM
<br />I STORM PANEL SHOWN ON M6 PRODUCT CVQUAFON DOCUMENT (PLO) HAS BEEN VIRIFIFO (OR COUIPJANCA 04
<br />ACCfACANCE WITH THE 2020 PIN EDMOIN) OF IHr FLORIDA SURGING CODE
<br />DESIGN WIND LOADS SHALL W DETERMINED AS PER SECTION IWOOF THE ASKIVE MENTIONIED CODE,
<br />"OR A WIND SPEED AS RCOWFIED BY THE ,JURISDICTION WRRC MEW SHUTTERS MAP BE INSI LLT.AND
<br />M=A
<br />,OR . MKIECTIONALITY FACTOR K4-0 85� USING ASCE 7- 1 4 AM SHALL NOT 5XCVFO 1W UPA 3 III
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS I TWO 12r 1'. 15, 16. TO III 20.
<br />IN ORDER TO VER(CY THE ABOVE CONDITION. ULTIMATE DESION WIND LOADS DETERMINED PER ASCE ?-TO
<br />SHALL BE FIRSTREDUCIT TO A.S.D DESION IMAID LOAOSIBY MOLOPLYINK, THEM SIT 06 Wt OMER TO
<br />COMPARE 14M *1 VAX (ASO) CC" PPA(SSVFo RATINGS INDICATED ON SHEETS 7 THRU 77, I& P5. fG, III A 20
<br />IN ONCE TO ACIDIFY THAI AHLOORS ON THIS PC O AS TESTED WERE HOT LAPER IMISStC, A 33% THOREAU ,N ALLOwABLI
<br />$TNESIS too MIND LOADS WAS KU UStO IN MCIP ANALYSIS FASTENERS SPACING TO WOOD HAS EKSPI DE11FROWD IN
<br />ACCORDANCE VIVIH WDS, 201a.
<br />STORM PANEL'S AGEOUI FOR IMPACT AND WOO RESISTANCE HAS WEN VCW*X IN ACCORDANCE WTM SECTION 1626 OF
<br />" ABOVE MIENIN)WID CODE AS PER HURRICANIL INGINCTRING A TESTING INC. REPORIS r6-b$0, 96-570 III, 95�1`51 AND
<br />FENESTRATION TESTING LAO INC, W`OAYS 02032 4. II12124 . AS PPOJUCGIS TAS-201, TAS-707 AND TAS-203
<br />AS WEU AS AMERICAN IEST LAB Or SOUTH FLORIDA REP0111. #07?9.01-09. AS PER TAS 201, TAS 207 AND
<br />'AS 203 SIANDARDS
<br />2 ALL ALUNPRAIM EATRUSIONS TO RE 0065-TIS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SRM 2
<br />1 ALL ALUMINUM SHES WETAL USED AT CIOSUM %HALL HAVE 3105-HI4 ALLOY',
<br />A ALL STEEL SHEET METAL PARIS. SHALL HAVE STRUCTURAL QUALM STEEL. A41W A-553 GRADL 50 IRLIAMUN. 4-W
<br />GA1_.AN1ZEO STEEL MOGNATION W/FY- 5*5 ", (OFFER ROLLED)
<br />t ALL SCREIVIP TO BE STAMM STEEL M OR 311! AIV SERIES OR CORROSION RESISTANT COATED CARBON MSEL AS PER
<br />CAN 500FI5 W/ 50 PPOP WILU) STRENGIP AND 90 hs, TENSILE STRENGTH III SIMI COMPLY W/ fl�OHOA BUILDING COC[
<br />SECTION 2. I I ) 3 A
<br />6 BUILIS TO K ASIM A-30Y GkVANIZED ��TM. OR NSi 304 SIDIPIES VAINaL.SS 51111. WON 36 �, AANPAJM ,TELD
<br />StIoNal.
<br />7 ANCI40IIS 10 WALL SHALL K AS I'OUO�
<br />(A) 1CL,M2M,rQV=_CQKRIETE
<br />- �/ 'A TARCON ANICHORTS AS MANUFACTURED BY I rW BPUII(XV INC IAN, V-31012 pg,)
<br />. '/4! 0 . 1/6" CA" -IN ANCHORS. AS MANUFACn)PIED V DEVOILT INC (ANN, I'JOX I,*,,)
<br />- 1/4-0 3/4' SOLIO-SIET ANPO�IORS. A� DIS"LIFLU By ALL POINT SCREW, SOIJ & S"C.LTf CO,
<br />IN, 11_3000 P..,,)
<br />- #14-10 PAPIELMAIr FIENALF. 10 4 PAWIMATT eLUS ANCHORS. AS MANUFACTURED BY CLOG CONSTAIVC.IWO PROOOC'M
<br />(A" I , 3330 PA.)
<br />- 1/4'0 CF TAP-W ANCHORS. AS, 60NIATACIURED By iRU-FAST CORPORATION (f'3600 p-)
<br />A 1) MINIMUM EMBIONANII OF TAKON ANCHORS INTO POURED CONCRICIA. SHALL BE. 1 3/4' 2� FOR PATIVEINATF. IIE"t
<br />0 AND PAK" FE PLUS AND 1 1/4* FOR CF TAP -GRIP ANCHM
<br />A.2) CALA-1411 & S0,V-SE1 ANCHOR SPINAL. BE 1PAIREVIDEO 1/8' PHIL THE POURED CONCRETE NO LMKOWNI INTO
<br />STUCCO 5IRALL BE PERMITTED 1 "4' O- 20 TKWWS USED 914U BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXTr..
<br />no I. MINIMUM '04 WALLS WITH NO STUCCO. AMU MAY W WADED SCREWS OR ALI THREADED SCREWS W/O HLAU
<br />MIN WINC
<br />out , NiffS
<br />A 3! A CASE THA'. PRECAST bTOHL. PRECAST COMPETE PANEL& HAVE". STUCCO On *000 OOAAUS RE FOUND 0. TH(
<br />EX*TYK WALL OR RODR, A%C,HCRS SHALL " 101IC, INOUCH III REACH THE "A STRUCTURE BEHIND SUCH
<br />., .RAGC . RE AS .LNI*NED IN A 1) AND IN A.2)
<br />(a) 1Q_�ALQa_WA,A_AATN 1;�99
<br />. :/46- : TANCION WHORS, AS MANUFACIURED IFI I I LV BUILDEX, INC
<br />- / I . 1/0 . C"k-W ANCHORS. 65 MANUFACTURED BY DC*ALI INC (MA1 I*- 1500 p a.)
<br />- I /,. 0 , 3/4. sow - SET ANCHORS. AS DMIRtOUTTED BY ALL PENN' qCAfW, LORI & SPF('ALrY C.0
<br />(MIN f_jaaa III_ )
<br />- 014-0 PANELMAVE FININt LU AND PTAWLMATE PLUS ANCHORS, AS MANUFACTURED BY LUCC CONSTRUCTION
<br />PRODUC IS (LON 0".2071 9") . OIL
<br />- I 14' 0 OF I'AP-011SP ANCHORS. A6 MNNUIIACTQRFU ITT TRU -FAST 0PIPORATION �
<br />.0r,A1
<br />IiAkIll.".
<br />5 1) WNRAW EMKOMW LIP FAKON ANCHOPP5, FLOO PARUPI AND CIT IAP-GPNP ANCHOR IWO Mt , I.
<br />BLOCI, UPAS Smi, of 1 1/4' 1 ..
<br />.
<br />92) LAL-N Or SOUD-511 ANCHORS SHALL BE CIANOUCO '/#* Nto THE CONCRETE BLOCK LIMIT ,No E . III
<br />CC - #� SO C.
<br />INTO Sr 0 ViALA. K PERMITITILD 1/4 20 SCREWS USED SHALL ff. I IIW' LONG MINIMUM %��
<br />EXIST. PINO I' MARIAM FOR WALLS MM NO STUCCO T& --Q,. ,
<br />PAODUCT-EVALUATION REP0kr NO, 2"728 01 2
<br />2.2. TIES .REPORTS;
<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 />Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09/18/1996,
<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 04116/1998 and
<br /># 2126 dated 10/06/1 098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4,2009, signed and sealed by EdmundD Largaespada,
<br />P.E. and Henry Hattem, 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_"'fRUCTURAL ENGINEERING CALCULAnQNS:
<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 />section 161 0 of the Florida Building Code. Calculations prepared by TIfteco, Inc.,
<br />dated 11103/08 and 03/12/15, 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 />4- NND LOADS RE3t5JANQL-
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas 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 />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />14.15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />-5-MTALLATKM
<br />Installation shall be performed strictly in accordance With details indicated on
<br />shoets 3 thru 7, 110 thru 20, 23. 24 and 20 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 S. 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawina No. 20-176.
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<br />8 3) PAT CASE THAT PRECAST &TOPIC. OR PRECAST CONCRETE PAWLS, SRACCu OR WOOD BOARDS RE rOQWj ON MIi.
<br />EXISTING WALL. ANCHORS SHALL OIL LUNG CP^)GA 10 REACH INC MAIR STRUCTURE BEHIND SUCH PAWJ.S
<br />ANC"ORAG( SHALL Is AS MENTIONED IN 8 1) ANO IN 8 2),
<br />(0 TO O111ITING BM UANL AP=r_,4ZM_�_�_1_MA_IMi,
<br />- 1/4'* TAPCON ANCHORS, AS MANUFACnIREO BY I I W BOA DCA. INC
<br />- 0 14-10 PANELVATE FEMALE to AND PANtLAATT PLUS ANCHORS AS MAINVIIA"ED BY ELCO CONSTRM-nQN PRODUCTS
<br />- 1/4-0 LAC SCAM PER N U.S.
<br />� 7/16*0 Y S/8* WOOD BUSHING. AS DISTRIBUTED BY ALL POW SM'*, COLT & SPFCIAITY CO
<br />r. I; wommuo THREADID PENIVRATION NIO *OCG Of TAIWON ANCHORS SHALL BE I 1/24" AMC 2* ;nP CLCO PANCILMATE PLIJII
<br />AND PANEILMALL FEMALE IQ
<br />C. 1) MINIMUM THAtAOLD PDOCTRATION OF LAO SCREW, INTO THE WOOD It"'MAC Ufffl SNAIL K - 1/1- NO THREADED
<br />PENETRATION QVIO STUCCO SHAL_ BE CONSIDERED AS PW OF ME REQUIRED MAEAOUD PERYTIVIIION
<br />C 3) MINIMUM EDOC EASTANCE Or LAG SCREWS, MID *ODD SHALL. K AS INDICATED IN THIS UFNWINC
<br />C 4) M~IM PENETRATION OF *OOO BUSHING SHALL Of 5/8' 1/4' 20 SCREWS USED lotft! at I 1/2- LONO VINAMUV
<br />SPILIULD STUCCO CXIST AND I* ANNIMPUMP POR *415 WITH No STUCCO
<br />C 5) IN CASE Wt PRECAST STONE. OR PRECAST CONCRETE PANEI,S. STUCCO OR WOOD BOARDS BE FEPM ON ME EXISIING
<br />WALL. ANCHORS SHALL OF LONG E `H To REACH ME MAN STRUCTURE BEHOND SUCH PANELS
<br />"01
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. 1) C 21 a C 1)
<br />(u) AKom %PTAIj BE INSTALLED FOLLOWING Al I OF THE NECOMMINUATIOW, AMD SPECITICAVIOINS OF THE AP#CvVDR% MANUFACTURER
<br />a PANELS WAIT AL50 ff INSTALLED HORIZONTALLY FOLLOWING WStALLATKPIV DL14LS SHOWN ON SECTION 3 MROL,rm tO (SHEETS A
<br />MIOUICH 6) EXCEPT THAT WE40ERS M OF (I SHALL NOT OF IW
<br />9 0 SHALL ME THE RESPONSIBILITY OF ME CONTRACTOR 10 -VOFY ME SOUNDNESS Of THE STRUCTURE WHERE SHUFFIR IS TO K
<br />ATTACHCD TO INSURE PROPER ANCHORAGE THIS SHUTTER WJL ONIV RE ATTACHED TO CONERM BLOCK OR wow humt
<br />11"ArINGS
<br />10, EX. REGULAP STORM PANEL WITH LENGTH% OVER V-5 THROUGH 12'�4'. AS PER SECTIONS a. a. 9 4 10 ARC ALTC7BNAFVES VAN,
<br />7,
<br />T=IOW ON SRERS 1, 6 6 12 RESPE)CINELY. SHAPI HAVE A 'LEGNILE AND READILY VISIBLE MARKIW� INSINUCTINCI OARR OR
<br />TO SECURE PANELS "I" APPLICABLE RIERIPPORICEAKIII "ANG, PITAKIDS OF HURRICANE MARIANO
<br />I I 114L INSTALLATION rONtRACTON LS TO SIAL.,ICAULA 41 SHVITTIER MIMPONICIPIT EDGES 4140CA REMAIN IN CONTINUOUS 0OATAC1 WITH
<br />THE OUVUUNG It) PRIEVINT WM/RA)N INTRUSION
<br />12 VORM PANIC, IIIIIALLAnON SHALL COMPLY MIN SPECS INDICATED IN MIS DRAWING PLUS ANY BUILDING AM ZONINC RELVLATION1%
<br />PROVIDED Of THE JURMOCnON 1104EFIC PERINI IS APPLIED TO
<br />I _t (a) THIS PRODUCI EVALUATION DOCUMENT [P I 0) PREPARED ON TKII. ENICTNEER IS GENERIC AND OWS NOT PRCMGE kwOMMION
<br />FOR A SIFE SPECIFIC PROJECT, - WHERE tit SITE COMMONS OEIVIAyt FROM THE PED
<br />tO) COWRAC70P TO BE REV'00I FOR THE SELECTION. PURCHASE AND INSIALLATION INCLUDING LIPI SAFETY Of ING PWXWV
<br />BARD ON THIS P I D PROVIDED HE/" DOES HOT OCIA47E FROM THK CONDITIONS DETAILED ON r�_ DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONIAWTOR'S RE-.PONSLOPI rty
<br />IT) THIS PRODUCT EVALUATION DOCUMENT WILL RE L01,1SIDERED INVALID Of MODIFIED
<br />tdI SITE SPEC' VC PROJECTS SHALL K PREPAVROD IN A FLORIDA FAEGSTMD ENciNCER OR ARCHITECT AHLC>I WILL BECOME fW
<br />ENGINEER Or RECORD (EQ,k) PON ME P`KUECI AND WHO WILL K RESPONSOILE POP TW
<br />PROPER USE OF THE PtV ONGIRER Or RECORD. ACf*,'(, AS A DELEGATED ENGINEER To MF
<br />P ED ENGINEER. SPIALL SUMMIT 11) THIS TATTER THE SITE SRLCWIC DRAWINGS PON RPN"
<br />(e) MIS Prb SH41 WAR ME DATE AND ORIGINAL IMAL AND SIGNATURE OF ME PROFESSIONAL
<br />C NrJN"* OF ACCORD THAI PREPAPED IT
<br />14 SHUTTFA MANUFACIVOIA'S LASIEL SHALL HE IMAM) ON 4 READKY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700 9 3 Or RORKIA BUILDING CODE ONE LABEL
<br />SHALL Or PLM= FOR WERY OPENING LAREI ING tO COUPLv WTM SECT" t POOR 2 (IF THIF
<br />FI.ORIDA ImOINKS CODE
<br />""" 0"' Of OSED To
<br />01!!%_ I ;V= IN THIE STAR Or FLORIDA I
<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANELS(l) &
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<br />INTO EXISTING
<br />POURED
<br />CQNCRETE OR CONCRETE BLOCK
<br />STRUCTURES .ANCHORS
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<br />SOM ELMOL TACL 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />FRQlDL1CTZVA1JIAnwkEPM!F _740, 20,0720.01 3
<br />L MATERIAL CHARACTERISTI AND SPECEIGATIONAIL
<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 />No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. 1.31111TATIM AND CONDITONS Of -WE;
<br />7.1. Shall be strictly In compliance with General Notes No. 1. 8 thru 14, Indicated
<br />an sheet I of 26, as well as General Notes X 1 thru 4 and 1 1 thru 16, tindicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by TiltsoD, Inc. and signed and sealed by Walter A. Tillit, Jr., PIE.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of Me Florida Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame sbixtiras.
<br />Product Evaluotion Report prepared by Walter A. Tillit. Jr.. P.E. (Florida License
<br />No. 44167), President of Tilleco, Inc. (Florida CA-0006719).
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<br />DI TILTECO AnMON RECORDS I P. S. REFORT.20 % GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED 57EEL STORM PANELL ORWO X M1761 REPORT OX-0728,01
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<br />WALTER A. TXUT, M, 11,E tiltoo0@30I.Coln
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<br />PRODUCT EVALUATION REPORT iLMIPLIPM.NI
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />J uty 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY,
<br />Storm Panels
<br />PRODUCTNAME.,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />010W FratUgon PrOduCts- LL
<br />4800 S.W. 51 Street
<br />Davis, Florida,333114
<br />1. PURPOSE OF EVALUATIOR
<br />This is a Product Evaluation Report Issued by Walter A. TIlllltL Jr., PIE. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />610120-3, 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 Code change that may affect Its limitations and conditions
<br />2-t. PRODUG1 EVALUATION DOOMNUPALM).
<br />Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Sheets 1 thru IS of 18 prepared by 111teoo, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., PIE.; dated 07/2712D20. This drawing is an Into Rl�,o a
<br />Evaluation Report. -ONYz*,41'
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<br />6355 N.W. 36th Stmet, SuiteI;05,Miam� Florida 33166 - Phone: (305) 87I4W4W(3n
<br />. W-1531
<br />GULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2- 1")
<br />- I I - - - . � I 15 196- (TOTAL WIDTH) - - , I I .. - I I 5 IIPO' (TOTAL WIDTH) -
<br />I - . . . 12.500" (EFFECTIVE VWM) � --- 1-1 _1 I - I
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<br />INSTALLATION DETAILS FOR REGULAR PANELS Of A 61-PA END QMW DErALS FOR INSTPUATION IN PWO GOINGFUL
<br />INTO EXISJING POURED CONCRETE OR CONCRETE BLOCK aPERM M= OR WDOD
<br />: =n"M"'. ,Vj�*. ODACRErt ANCHORS 1.q (.* " VAUD FOR MAL LIFE WM AM E-2 " SEON PAN13. MTEM
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<br />. THICK ALUM TUBE OR ta A SEE SCHEDULE ON I
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<br />WOOD SAW I I _ I
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<br />I I UP. WOOD PLATE $PACER I I TOP III, BOTTOM MOUNTINOS CAN BE:
<br />. � No I 1, I I COMBINED IN ANY WAY TO SUIT ANY
<br />� . � .1. CONCRETE: ANCRON L I I INSTALLATION "M41pm,
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<br />j= I I S"W"I'Vow"Op" 'a M
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<br />DETAIL FOR SPACERS REOUIRED AT TOP OR SCALE 1/8.,. S ..'... S TE9-- - �_ '_ I �, 11LIECO,aI 4" I's. &I ~
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<br />BOTTOM TRACKS AD ENT TO STUCCO/WOOD SANDS '.... A ..*, By 'k gaaNw - n- 3'"" -
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<br />2-L 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 />Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William
<br />R. Mohner, P.E., Bortz Moroz, PIE. and Henry Hattem, PIE. and Report No.
<br />0219.01-09. dated February 25, 2009, signed and sealed by Edrnundo
<br />Largaespada, P.E. and Henry Harttem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida.
<br />Report No. 11 23.01 -1 0. dated November 23, 201 0, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No, 1OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, PIE. as per ASTM E-8.
<br />2.3.3TRUCTURAL ENGINEERING CALCULATICM,
<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 Tilt000,
<br />Inc., dated 1211 8/10 and 08127113 (for this revision), signed and sealed by Walter
<br />A 71111t, Jr., PIE.
<br />3. MISSILE IMPACT MISTAKE:
<br />Large missile Impact under section IeO9.1.2 of the Floncia 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, 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 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 Stsell Storm Panel has been verified for code compliance to
<br />work as a non -porous storm Shaer assembly, as per SSTO 12-99 Standard.
<br />____
<br />.,
<br />- - _X= _F�E
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<br />_ _ ---- ---
<br />7.'�� -2,1�
<br />. V(_1U9 I A�6)30,111,vl,l I It =
<br />5-INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated Oil
<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, 1 5, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6, MATERIAL CHARACTERISTICS AN n SPEr,11FICATION& -
<br />Shall be strictly In accordance with General Notes and Components Indicated on 40,
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D,), drawing No. k�-J
<br />20-175. W
<br />Anchor specifications Shall be as Indicated on sheet I of 18, of Product rav-,
<br />Evaluation Document (P.E.D.), drorwing No. 20475. I WO,
<br />Z
<br />::2-
<br />7. LIMITATIONS AND CONDITIONS OF USE: WOV,01111
<br />7.1. Shall be Wetly In compliance with Genwal Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of IS or Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilleco. Inc. and signed and sealed by Walter A. T111111, Jr., P.E. Z
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES __""AAAAA
<br />as defined on section 1020.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete. concrete block, and
<br />wood frame structures. C,
<br />Product Evaluation Report prepared by Walter A. TOM, Jr., PIE. (Florida License
<br />No. 441e7), President of lifteco. Inc. (Florida CA-0006719).
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<br />0
<br />=3
<br />-a
<br />10
<br />L_
<br />a—
<br />(1)
<br />Cl)
<br />ICU
<br />M
<br />SHEET NO.
<br />SH 1,0
<br />
|