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<br />LI I - - I I 1_ In I ! I I _ I I I I ' i M1FI1111'- � - - I _i -L _- I - - 1 ' I I 1_ Aloe .
<br />PRODUCTLV.AL.UATION REPOR71No. 204rn.Dl 2
<br />LUAU REPORT NO, 20472M,01 3
<br />1 L ECC> In,c-
<br />1 L ECO UVc_
<br />TiLLIT TESTING 6i ENGINEERING COMPANY
<br />22>-LEST REPORTS:
<br />S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />TILLIT TESTING & ENGINEERING COMPANY
<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 />wATTFR a. TTLtrr, IR., P-E. ?l ,L �WaBol.tnm
<br />YL PP.L=r6Ut]CoM
<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. , drawin
<br />) 9
<br />µ �1rE1�A. TILLIT, rR r.> IIIt a'
<br />PRODUCT EVALUATION REPORT P1.�r` °No 441�
<br />FtcILW-nPN,I M1fW-l9
<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 />I6,:.A.LKW,M ND. }7U6'19
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO•: 20-0727.02
<br />P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS -Of -USE-
<br />DATE: July 27, 2020
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada,
<br />REPORT NO.: 20-0720.01
<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 />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, aD2o
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />red b Tilteco, Inc. and signed and sealed Walter A. Tillit, Jr„ P.E.
<br />P� Y 19 by
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PRODUCT SUB CATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULAZjONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the 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 />MANUFACTURER: Global Protection Producti-LLC
<br />MANUFACTURER: ProduEda LLC
<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 />4800 S.W. 51 Street
<br />GlnbaLEM1091:lon
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
<br />wood frame structures.
<br />Davie, Florida 33314
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />Davie, Florida33314
<br />1 PURPOSE OF EVALUATION:
<br />3 MISSILE IMPACT RESISTANCE;
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by WaUerA. TiIIIt, 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 />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 />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />y,
<br />`,.0""� N-F7111/ph'T
<br />51 G20-3, Method 1 D of the Florida Department of Business and
<br />P
<br />Professional Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />.`.�P • ��CENSF ,✓'p v
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15•
<br />- ' *lp 44167 S
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been for compliance an accordance with the Seventh of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />-_ r°�
<br />- - r # '. _-'* ''�'
<br />been verified for Compliance in accordance with the 2020 Seventh Edition of the
<br />iEdition
<br />a Build to
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />Is purpose
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />/ ,_ _ , ` ,,q:• STATE OF •cc 1
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent that
<br />q required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />, 9 • �I. s
<br />s p-.-O—� Ir
<br />....
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.176.
<br />c I .... .:
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />INSTALLATION:
<br />ra`S,„�ONAL �aG`
<br />U0
<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 />5
<br />NNn11111
<br />a Building Code charge that may affect 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, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WATLL
<br />D-ATT;LLTECO ADMON RECORDS 1 P. E. REPORT.20 R GLORAL PROTECTION PRODUCTS, LLC L 20 GAGE
<br />2. EVIDENCE SUBMITTED:
<br />°
<br />2.1. PRODUCT EVALUATION
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANED ORWOSM1781 REPORT 920-0726LOI
<br />Drawing No. 20-176, tired GAGEDOCUGNT_IP.E�d.1:
<br />GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />2.1. PRt�UCT EVALUATION DOCUMENT (�E ,D,};
<br />sheets 1 thru 26 of are"20
<br />prepared by TifThiseco, Inc.; signed and sealed by Wetter A.
<br />(P.E.D.), drawing No. 2D-176.
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />to
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral partlQl>;I�htis�`F
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Evaluation Report. A: r�4�/1�v4
<br />,,A0iti1uUnlafla
<br />tiR A, r��C//�'A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an into �a11p iWKrjjjls
<br />Evaluation Report. `, I A. ��1(fp'''•.,
<br />`pNP�'��Q
<br />� V10ENgF•.��%
<br />r,�
<br />\CENSF'• �
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<br />=�y�:
<br />_ y\CEASE-'
<br />No. 44167 1
<br />- - �►9167 B
<br />`' �'—N'tf. *4167
<br />,
<br />- • •- s
<br />%per ` F(OPIDP 4Z.
<br />_ ! 4--�• STATE OF ,.•'Qzz
<br />s,DAE:',, FCO�— R10P,:',0'
<br />c STATE OF r rr i
<br />AtGRID
<br />6355 N.W. Sloth Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 ��1?9r,$/'. \93�)
<br />',,%ofSS/0 ...
<br />, ,I � ��
<br />6355 N.W, 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871s 1 �+1 t.'.... \50�-1531
<br />FII
<br />hNI H,IUIN
<br />NFt"IIRLIL
<br />GENERAL .Ayat,YW: e3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. Sr•• CU OR WOOD BEARDS RF fOUNU ION It
<br />MM FOR 90 OME ONLMI� SIm �EYM gYE1S1 JnSTING WAIL MKHORS SF+ALL BE LONG EN000r+ TO RFACI. 'HE MAIN STRUCTURE BEHIND SUCH PANELS
<br />' STORM PANEL SHOWN ON IRIS UCT EVALWtiON DOCUMENT (P CD) HAS BEEN VEWITED FOR COYPLAN(T N ANCHORAGE SHALL IF AS MENTIONED IN 0.1) AMJ IN 6.2)
<br />ACCOADANCE WITH THE 7020 (7tn EDIDOIV) OF THE FLORIDA BUILDING CODE FC) TO_LIISIIHri_ECQRU.. LABIL SP;C11FX ' RAM_ : m. 9.35 NIN..
<br />- 1/4'. TAPCON ANCHORS. AS MANUFACTURED BY I1W BUa DEK, INC
<br />'AID
<br />OCSICN LOADS DOER NET, PER SECTION 16200E THE ABOVE MENTIONED COPE. - Ott-10 PANELMATE FEMALE IQ AND PANELMATF PLUS ANCTNORS AS MAYJFACrURED ifN ELCO CONST"TION PRODUCTS
<br />FOR A WIND S PE LT EO BY THE R C 7- WHEAL THESE RS WILI BE INSTALLED AND
<br />FLIT A , '7-16 - 1/t 0 INC SCREWS PER
<br />K)NAU CTUk tING AS NOT E
<br />TSCE AND $HM. NOT EX A 2Xf W.VINUM (A.$,0)
<br />(
<br />I kq s0D N SHEETS
<br />ONEClIURE RATINGS SHIN
<br />DESIGN PRESSURE RATINGS INDICATED ON SHCEi$ 7 THRU 12. 14, 1'v. '6. 19 b 2U - ]i 16'• + 5/$• WOOD BUSHING. 0.: OISTR+Btl1CG By All POINT SCREW. BOLT $ SPEUNTY CU.
<br />T R M T' W P 7- .
<br />1N ORDER C K I'F E A(i0v5 CONOIIION UI TINA k SIGN WIND LOADS DETERMINED PER ASCC I b OF -
<br />I `. WM4UY iF+R PA/ N INLET AGOG OF iMCGN ANCHORS I / ' "FACED PENLT q N U .. 0 5 stYA1 BE 1 ] Ni 7' FOR CO P MAI PLUS EL ANC; E L 5
<br />Y 6 IN 1 ' SHALL RE HEST W/ Too, TC D)f OESICN WIND LOADS MULTIPLYING THEME 0 ORCER YJ
<br />COMPARE LINE$£ W/ YAX � T 1 MID PANEL TAKE FENK.F ID
<br />4
<br />(As D) DE51GN PAESSURf RATINGS MOICATEC ON SHEETS T ➢ltu t 15. Ib, 19 A 20
<br />f.;) MNWAJ4 THREADED PENETRATION OF LAG SCREW, INTO ME WOOD FRAME UNr SMALL BE 1/2' NO 1'HREN;ED
<br />IN ORDER TU VERIR' IW. AM:HORS CAN THIS D E D AS TESTED WERE NOT P20+ `.'TRESSED A 33% NCREASr. IN I OW'ABLE PENETRATION INTO STUCCO SRN- BE CONSIDERED AS PAP' OF THE AEOL,RED THREADED PENETRATION
<br />STRESS FOR WWNU LOADS WAS du IASEO IN THEIR ANALMS FASTENERS SPAILLING 10 WOOD HAS REEK DETERMINED ttN
<br />KCORGANCE WHH NA. S. 2019. C 3) WI UFU EDGE DISTAWE Or LAG SCREWS. INIfI WOQG SHALL BE AS 1NOCATED IN IS DRAWN(:
<br />STORM PANEL'S AOEOUIIV7r FOR AArACT AND W,ND RESISTANCE HAS BEEN VERf1EC IN ACCORDANCE WI SF_-"oN 1626 OF
<br />C 4) MI1J'drlW PENCTRATAIN CF WOOD BuSHNG SHALL klF 5/B- I 4
<br />THE ABOVE ME ITCHED COGS AS PER HURRICANE ENGINEERING A TESTING INC REPORTS S6 569. 96-570 A 91I AND / .-20 SCREWS USED SIN.: BE 1 112- LONE 4twMUM
<br />FENESTRATION TESTING LAB NC. Ar7=ORT5 G;O 1202 A 02126 . AS PROTOCOLS TAS 201 IAS 207 AND TAS-ZO1 SHOULD STUEXIST AND ,• MIN,MUM r1P WALL'_ IV— NO STUCCO
<br />AS WELL AS AUERICAN TEST � OF SUUTH FLORIDA REPORT e02 TV 01 -09, A5 PER TAS 201. TAS 2D7 AHU
<br />C S) IN EASE T}•Al F'RECAS $tI)ryC. OR PIPE(" CONCRETE PANELS. TOCCO OR WD00 BOARDS BE F0„ND ON THE EXISTING
<br />TAS 703 STANDARDS WALL. ANCHORS SHN, BE LONE ENOUGH t0 REACH If MAI STLICTLIRf BEHIND SUCH PANELS
<br />' -T Y G OTHERWISE 1 H AL ALUMINUM E7,RV51WR5 TO BE fi061 6 AL.O AND TFM CA {UNLESS 0 H_. SE NO FO) SEC SHEET ? ANCHORAGE SIW1 9E AS MEMICwCC W C I C 21 d C 4)
<br />7 ALL ALUMINUM SHEET METH JSED AT C; OSURES SHNI. HAVE 3'D5-HI4 ALLOT (0) ANCHORS Swt BE :NSTALIFTI FryyOVFC IA, -I OF IRE RECD4MFNOATIDM.S AND SPECIFICAITUNS OF THE NR:HGR'S MANUFACTURER
<br />A ALL STEEL SHEET NE'At PANELS :HALL HAYF S-R;)GTURAL QUALITY MEL, ASTM A-65! CRADL 50 W4.MUM- l' W 6 PANELS MAY ALSO BE INSTALLED HORIZUT(i FOLLOWING NSTALLATKM DETAILS SHOWN ON SECTION 3 THROI,G 10 ($NETTS 4
<br />GALVANIZED STEEL CE54NATION W//1•- 513 5 HI (AFTER ROLLED)
<br />IHR M I T t 1iLAGN 6) i CEP ALAI HEADERS A SHALL NO W It SEP
<br />-
<br />5 A,l SCREWS TO BE STAINLESS STEEL 304 OR 316 A9 SERIES OR CORROSION RESISTANT COATED CARBON STLEL AS PER 9 D gull BE THE RESPON-:aBIUTY .;4' THE +`ONIRACrCI± 10 VERI.-7 THE $DUNpNESS OF t�!E SFRVCTIJRE WHERE SHURER S TO BE
<br />J ANO 90 I,N rENSILE STRENCN 11 $HALL COMPLY W/ ;IURGA BUILDING COCi
<br />CAH Sa018 N 5G Rai Ylfl STR NGM D E ATTACHED iU 4NSURE AWE+ NNCHlJRAGE H,5 >" TTTER c N_ ChIY Bf ATTACHED TO ..OH -BEE. BI.rN.K FNI WDOD iRAMI
<br />SEC ION 2 ].J a ER1R.01NG5.
<br />b T SIM A- i A'S' 4 s d' 7N T WITH M h, MINIMUM
<br />O PF A. 3p7 GALVAM7EEl STEEL. OR 3U fR S 5 Mf55 STEEL, - N 'E�'
<br />1Q CAC" REGULAR STORM PANEL Will, STRENGTH 4• AS -ER SECTIONS 6. 6. 9 A ANC BW,
<br />SIREN OVFP 6'-e nIIVE
<br />A GI
<br />SE LOCO N 7 1ST P i1 A 0 SHEF S 3 6 A RES EC VEI Y_ SwV l HAVE A ' G1BLE AND 5' VHS! AARIiI I TRUCII .OWN R
<br />RESPECTIVELY NS NG OWNER
<br />_E AFApI BU NL fi N4 E OR
<br />-• ANrH� t W F FwS
<br />.RS 0 ALL _TALL BE AS OLL P , I
<br />TENANT ill SECURE A2N t3 W T N APPLICABLE REINFORCEMENT DURING PERIODS OF HURRKANE WARNING
<br />(A) III_ ❑FS TTTSM-nLIfMP _CLoKRETL I IIIE `NSTAL,ATION CONMACTT,*+ S TO 5EAL/CIIUlk Al 1HU1"TER CCWPONEHT EDGES WHICH REMAIN IN CONTINUOUS ':<1NTAC1 WHH
<br />1/4 9 TAPC0/, ANCHORS AS MANUFACTURED 01 ITW AI LOFII. INC TV, 1 .;192 px ) THE BUILDING TO PRCIIENT WIND,/RArN INrRU4ON
<br />Fr1-3(MMl
<br />- ;/4' a . 7/a LALIN IN ANCHORS. 45 MNNLUACTVRED BY DEWAL7 14C (MIN. P.I.I�
<br />t
<br />/4-. , J14' SOIIO-$ET ANCHORS, AS D15TRtIFOLO BY All FLIINI IYCREW, BOLT A SPECIALTY Cn 2 STORM PANEL. 'NSTALLATIUN SHALL COMPLY N:1 SPECS HNDIFiAiED IM IN'S OPAWT7N0 PLUS ANY BLIII DING NNO 20N INC RECULArLONS
<br />.ROViDEO Of TIE JURISDICTON WHERE PERMIT IS AR%JED TO
<br />M.., C'c-3000 P.AJ
<br />- /f14-I0 PANELMAFE FEMALE EI A PANFI IAATE P1 S ANCHORS. AS MANUFACTURED BY ELCO CONS-1kUC+ILN INFRD)CT5 15 W THIS PROar_T ENALLATiON OOCLIMEW (P F D) wNEFFARED 6" ',TS ENGINEER IS GENETIC NNE` GOES NOT PR(TALIL INFORWAIN:N
<br />(CON 1,0350 P °.I) FOR A SITE SPFCIrIC RRELNEL`i, .. WHERE THE SITE CONUITLO43, DEVIATE FROM ME P E J
<br />- 1/4'I Cr TM -GRIP ANCHORS. AS MANIJW.TkQED B, -RV-+AST CORPORAPGw (",-36C0 TIN.,)
<br />Ill CONTRACTOR TO BE RESPOm SIBLE :UR THE NELECDON, PURCHASE AND INSTAE,A7,ON INCLUDING ICE SAFETY or r"15 FRRIoUCT
<br />A 1) MINIARIY EAEIEDMENI OF TMCON ANCHORS INTO POURED CONCRETE SHALL BE I J/4-, 2• FOR P FLYATF FFMAIE aA5ED ON THIS PF.D PACME'ED HE,15HE DOES NOT ODMTE FROM TW__ CONpTTONS DETAILED ON T,IIS DOCL,MEAR
<br />1G AND PANEMAt TE PLUS. AMC I I/.- FOR Cr TAP-ONIP ANCHORS CCALSTRUGTION SAFF'Y AT SRF IS THE GCHNTPACIGIRS RESPONSIBTLW
<br />A7) CALK -IN A SO -SE'. ANCINORS SHALL RE EMeEOVED 1/8' INTO'lsE POURED CUNCPETE NO EMDECIAE_NI INTO (F) Re5 FPODL:CT EVALUATION GU_I:MEHI MIL BE tCRNSIDEREV INVAUD If MC01TTE➢
<br />STU'S0 SHN', BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MWINVM SHOULD ST,.CCO EXIS'
<br />I H d Fl'T PREPARED A F T R NG r•
<br />WJG /`M WALLS WT NL STUf,CU AVR) MAY BF HEAMU SCREWS OR N_ tH1EAOE0 SCREW$ W/U IIFAB 1 I SITE S>'R RNORD S BE RE NEED -ORIW RFfJS E F➢ ENGINEER OR 4RCNr1EC WIN2H WILL BECOME IF
<br />CT
<br />. OF 0ft)
<br />OUT WOH WING MI-S ER RECORD fE.DA) VORGIN M[ PROJECT WCG W.LL BE FOR THS
<br />P:KCK . A
<br />DROPER USE FY. SH l. E D ENGINEER
<br />USE GATEDA FNGF TO THE
<br />RECCRO, ACIDIC AS A DELEGATED F. O
<br />, FOR RLR
<br />AJ; 1N CASE ihAT WECASi $iDNE. PRECAST CONCRETE PANE S. PAYERS. S•DCCO OR Y•'C1G0 BOARDS B(' WNG /Jt+'TNT 'TEQ CNGINEEF >HMLL 508MI1 TD rH5 LATTER fHF 5•TL SPE^IlC ETFAWWGS FOR RELnEW.
<br />HALT BE LUNG rAND REN.H THE MAIN STRUCTURE BEHIND SUCH
<br />P H 'Q N EXISTING WALL O .DOA. ABE
<br />AS (e MIS PEO SHALL BEAR ME DATE ANC' ORIGINAL SEAL AND 51GNATJRF OF THE PROFESSIONAL
<br />PANEL.. ANGHORACd $IMII BE M-1'•IONEU N LAND IN A.2) )
<br />ENWNr_M Or RECORD t,W PREPARED IT
<br />(B) TO EXISTING, DONCRF L P C�^_..WA,L AjTM G-9U IN SHUTTER MANUFACIV-ER*S LA&I SHALL RE LOCATE,' ON A READILT NSIBLE tOCATICN Al STORM
<br />- 1/A APDT7N ANCHORS AS MANUFACTUREP- BT I I W BULLDFX, INN PANEL SHUTTER IN ACCORDANCE WITH SECTION 1]09.9.3 OF FLOMI EKALDNG CODE ONE LABEL
<br />- T/a 7/8 CA. -IN
<br />IN ANCHS N5 MMA)r.CT,REr' BY DL'WAL' NFC (MIN "It,00 P.A.: SHALL BE PLACED FOR EVERY OPEMNG LABELING TO COMPLT WIN SECIION i)0942 OF IS
<br />1/.'. 3'4 W_(O SET ANCHORS, AS DISTRIBUTE-) BY AL POINT :CREW BOLT A SPECIALTY C.0 FI.-ORIDA BUILDING CODE
<br />(CON IBDU 0
<br />OHS DR V= SIMLL OM.Y BE USED TO
<br />-- P14- t ANE.AIATF FEAaN.k `I) AND PANEI W'C %-US ANCHORS A$ MAN1.FAt'UF+EEI BY LWU CON$INUGTION
<br />41IMIFIIN DBTNN pER4n$ IN THE STATE OF KOPoDA
<br />CRODuCTS
<br />(WIN I"c-2D71 0.41 l$
<br />1/.' 9 TAF-GRIP ANCHORS, AS VANU+ACIURFD BY TRI FA51 C:ORPOAATION T/(MA'�sy
<br />- CF
<br />. (/y 4
<br />Qa, nn.....,
<br />B 11 MINIMUM EMBEDNEW (,A TMCON ANCHORS, ELCO PANEIMI AUG CF TM-GR;i' ANCHOR, 14TO 11•F C .•' `,�U FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />ELM. JILT S1AE_ BE 4' - - / = AP
<br />.X I?D TIL,EC0. Nc 20 GAGE GALVANIZED STEEL STORM PANEL
<br />No. 4 167 � pA1, EE
<br />8.21 CALK -IN A SC4sD-$�I ANCHORS i•U:l M EMBEOPED 7/6- INTO THE CCINCRETE B.00k IJNO NO CMB : - ___- - ___ _-_
<br />�',
<br />nn�� nnnnnn n.AE.��
<br />INTO STUCCO S,IALL K PERMITTED './4' a-20 SCREWS USED SHALL BE 1 112' LING MNNVM ',,K A '-COzi GLOBAL PROTECTION PRDVA..Ai, LLC.�a,/p16/7Pp0
<br />Ek:S' ANDMIII4JM Frig COAL] W'.T.+ YC $TJf"C -•C:I. IL EC O
<br />.•
<br />STAT OF INC ' Nm $t' S1
<br />.,cw i 4�"'o (_)__7 I 20-176
<br />%,,:Il '. 'c[0 Op` ., A,�'•v(`
<br />y4.'�";'ow,carMO�w.'t°'°w°P�luu_
<br />ILA 0° 6P `
<br />�''Aps/CAA
<br />EsF' w A uz/wx .A . E
<br />f MWE , br 2.
<br />INSTALLATION DETAILS
<br />FOR REGULAR PANELS(
<br />dE •1A
<br />INTO EXISTING POURED
<br />CONCRETE OR CONCRETE BLOCK
<br />STRUCTURES TAAC.M MrAloRb
<br />(XRrR[1L ANCIIrs15
<br />SCHEDAE OM
<br />a rH"oLrA• 9)
<br />CONCKI 'AcHONS 49',\
<br />"AU
<br />SHEETS 1N9pW{ 0 S,
<br />"
<br />EzsrrNG POLIRfD
<br />CONCREtE REINED.
<br />LTA.LP(i AKpgF6(SEE
<br />(SEE SCAm,AE a C4/
<br />sIWETs a tIN401,G q \1-,--
<br />, - -WTI -
<br />E
<br />(SEE SOlDuu, DM
<br />t_ S-CM a THROUGH 9)
<br />C�ONCREIC FKIISTING �OIRED, ` ' 4vEETs
<br />L( �°' Yin-�-aoJ/4•f n�\
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<br />-.. ::..;
<br />REQUIRED.I,,
<br />Z.5 1M' I
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<br />I .. 1/2• 1 _.
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<br />- '
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<br />CONCRETE AMCHOTLS
<br />4\
<br />TAREOUFRED RCTL ANGIDRS -'-E D (M cpd,gMl caNOSTE .NCN10R5
<br />qts
<br />_ COnfMTC NNa,OR3 I (.4 �•'4- «i�]2' wi
<br />sAr14aRm ./ sno i1/;1 r.N.. D. O c.H
<br />ESEE acHmuL[ w
<br />csa saDxaF w Tell.
<br />S .j ,in'Si q...•
<br />°i1 SYs a r oc
<br />(.110131 �lj,
<br />(SEE IC NEDULE OM
<br />'Errs a rsci 9)
<br />SHEETS 6 tMR(K+p1 9) -
<br />SNCEfS a THRpAY, IT
<br />le 9)
<br />WALL MOUNTING
<br />CEILING MOUNTING
<br />SCALE 3/9-1•
<br />i111JLQ W MOUNTING
<br />SCALE 3/9-t•
<br />ALTERNATE MOuNTINQ
<br />SCALE 3/6-I'
<br />Ir,
<br />D I I
<br />E,D. - EDGE DISTANCE
<br />i a =- J- i , .1
<br />(SEE SCHEDULE ON
<br />-Nr- I+, sr+iY10N I �J I i,
<br />SHEETS & A 9)
<br />I ro MAa I j ,N a
<br />I 1
<br />z!!NOTE
<br />FORI
<br />�9_
<br />~
<br />c-K
<br />�Ay,
<br />TOP A BOTTOM MOUNTNNG5 CAN BE
<br />COMBINED IN
<br />i I
<br />L
<br />d4VEN'R A11T
<br />, .-.... �(�/ h.
<br />1.
<br />ANY WAY TO sU7 ANY
<br />INSTALLATION
<br />:�.
<br />. _0
<br />gay 3, ' VCEN ss
<br />•''•
<br />EXISnuG POUREDI V�
<br />?
<br />FLORIDA BUILDING CODE (Nigh VelocityHurricane Zone
<br />CONCRETE 1/4 _
<br />AEOJHREo. - ANCHORS
<br />-
<br />3 # ; *
<br />°�020 1R�CO' .1E 20 GAGE GALVANIZED STEEL STORM PANEL oRq° 81
<br />CONCRETE
<br />(SEE SCHEa+LF ON 1'
<br />sHEETs a MRowN
<br />S "Q : : * E
<br />s 9 -- TASTE ^ .- a c
<br />.\ ct/2a/2e2o
<br />9)
<br />_-
<br />'sue 04 .• _
<br />--
<br />GLOBAL PROTECTION PRODUCTS. U.C. DITD
<br />I IL ECN.O �.
<br />F GRID
<br />SS.' '- '-�I
<br />m', Ne09 SW 51 nRm
<br />'t
<br />"�A / VAL E! .r`��"�'�t,'/
<br />TULrf • tweaween, cowARY °+Mt w'a 20-176
<br />.. w .. a w�•M w an XN. RMOE ERs4ma9-7aNa. FAz (wXe9-na,
<br />..,. MWT NI -IS AN-IA1
<br />SCALE }jB-1'
<br />HT.__.
<br />�
<br />NN E SrJ1L•SM74A.TIND/DI.IE
<br />.ISO IAIe1,•IIC Ie:
<br />CA-OODa719 .s",WI
<br />-TER A Tun }. PE NA H•IA _
<br />4a1ai Y•eT + m m
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-I-)
<br />-- 15. 198' (TOTAL WIDTH) - - 15196" (TOTAL WIDTH) ..
<br />- 12.500' MPFECTW WIDTH) -' ' --
<br />- 6230'
<br />b 1/4' - - - -
<br />' --1 3'(+0" - -1.350' - - I.350' - ` 300 • 300"
<br />l
<br />`- 3 . _ 1 .: A 350 THICK .350 - ++
<br />k. GALVANIZED1, dc0 ASTM A_, ,�.'.,,-
<br />`• 7. 0036 IIYt MKXf HEMMED Y 7- GRADE 50 M HEMMED_ �("'
<br />;�_A: . 2.65 ` ',' '_ 2.85 L-eD Y
<br />!d +/ `. GAL
<br />fi1LVMN7ED STEEL EDGE
<br />EDGE }�1
<br />2.000' A- 2.Ofq• ASTM 653
<br />2�0'. •r.. •F IL '
<br />\ T �F ' H MYEU � HEMMED
<br />,�\
<br />LDOF y GPADE 3o WMWY 0ETA0. Al� EDDIED \ �'� A-.
<br />i \',.` , G-all CIAV `
<br />I I�ETML • / .6.8 I I.. �An A \ " 46d
<br />1
<br />I --------. .... .. LLL --- -'
<br />- - - 6.250' - - , J50'
<br />(j) STORM PANEL tQ END STORM PANEL
<br />2. T67' -
<br />..
<br />1.250. _ .. .__- teT"
<br />2
<br />�n
<br />PAMI S END LIP toll- IR 0. 75• - .750' _ 1/IY-20. 1/4'•-A. _23'
<br />1 2I.• 30. SEWS IW SERIES
<br />IL.
<br />1 ' .M �1_-1 1 :.125• _..150--
<br />100" R 0.
<br />4/ HEMMED FDGr V I F- SS 51UO RNELD S.S. STUD RMR,D
<br />-��..
<br />- I , .2s I I �.I I _ � i mot. `0 ANGLE
<br />w U3Y
<br />o c I
<br />-.. i 1
<br />` T ' ]35 t
<br />I i 2 oa' S00" i - 1. soD'
<br />�093' ...OB3' I 2 t25'
<br />` \ 1 439• 939'
<br />'`/ O9J"I DETNL I 1
<br />le 1� 35
<br />0-250 - 2 175'OEM l
<br />HEYMFD -�
<br />R 0. 7 '
<br />�I
<br />a aw ( r i i.
<br />23'
<br />3I5 I' , I
<br />I , 1 (v/ ;MLR _3,/ 5" Mm. 1.500• -1500'
<br />ISOMETRIC ViEW DETAIL A (� _ 2000,ao _ ---2.000, _
<br />ROUNDED CORNER O ENDS OF PANEL'S FLiI NE
<br />END LIP W1 HEMMED EDGE
<br />O "h" HEADER 0 "U" HEAflER ALiSrLE 4 ANGLE WITH STUD 4 ANGLE WITH
<br />(.
<br />(N., s)
<br />REVERSE STUD
<br />-
<br />vARRs
<br />I SEE DR.
<br />I/,4 a 2/1♦ 374'
<br />F I.344' 01 TOP EDGE 096' .374' M. -. 790• -
<br />,D
<br />(.39U' I RPMEL tee'- 1 I I ,1�'-.-1210' ''2S•./N•4-201304SE'S5$Too RNE7ED TO
<br />1 40]'1 De3•625" 375" 3 , '.270. ii• T 640, 1 ANOLF • 2 ,/2' Ot
<br />-
<br />._ (r�
<br />6 I I 1. SOD•. F---i
<br />, A.06 ' 9
<br />1 i 1 063•�' ]4 ]' 2
<br />�T•
<br />5/ T 6'. HOLE FOR 09]' 1 015"
<br />- - 750'
<br />AT
<br />I STUD LOCATION
<br />I --R. 15- I
<br />EVERY PAIR oNvnAP 957• V. ;.D60• -
<br />t W..065' l 084'
<br />-L 825: - 2BOB, - --ITYP)
<br />7000- ® KEY HOLE WASHER
<br />�1 WFW TRACK ANGLE (8i 3,/8" "t-W TRACK © fIAT PLATIED
<br />D.D]6- (WTI.) _-_7 .094' /.-
<br />GALVANIZED STEEL _34A'e Ap111M1 NNI. WITH STUD
<br />,5- ,LNG i ,) Sa�"�,�F,R.I.. i... '-'y,I —_ 1 t' 063"/
<br />,I
<br />s-y+Q.' L%CENSf'':T375'r i
<br />' 81,
<br />3B'• 575'. ,
<br />i
<br />i = No.44167 ;:
<br />-
<br />375•�`. 623'•
<br />- I I - + - 3 * ; * •: * i FLORIDA BUILDING CODE (High Velocity Out leans Zone
<br />ZAMAC tocil OF ,MXL - STATE Of— : C's mom TE1FfO. 4K.
<br />I -.no• 12•- _ iiI75'- wrcLNIJT ''�,'•. � •� 20 GAGE GALVANIZED STEEL STORM PANEL p,Rr,'I.1
<br />:
<br />[Of�i4
<br />- 2DDD' _ I © KEY HOLE i�4cS • ; �� g o7/2a/m2o
<br />-� GLOBAL PROTECTION PRODUCTS, U.C. w e
<br />gy'llk AT PANEL 'VAM /0'OW
<br />I L E C O \
<br />- TI 4aEA SW. el I.
<br />-
<br />® 2"X7"Xi /4" NIIIIIMM LRarr R 1U14
<br />TKA-
<br />•NTERNATNELY, USE "No MJI W/COT U
<br />MOMOUTNIC WASHER W/ ADWONAL �/,�.
<br />•CON i°- M"Fm I, M W-T
<br />ALUMINUM ANGLE „� (WWI m---1%�'a.M "+-m"' fA,OME (as•Mea-,sa°, FAT- I95+18M-an, 20-176
<br />• 7/6'..}/]2" MWER (STN1lEs5 t` G-�T9 09A•Iw '•D
<br />STEEL OR NICKEL FATED STEEL) PE ,EA,/I pMr1AK/pATE YLLTEA A RWT b.. RE - - y4TtT 7 OF X
<br />4.1ei
<br />INSTALLATION DETAILS FOR REGULAR PANELSC1;' lilt END CLOSIM DETAftS FOR IN5fAu.A110N IN POURED M(XiETE.
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 00NC1iElE BLOCK OR WOOD
<br />CALK_N OR PANELMATE FEMALE ,a aY 20 a//a•'-,ss VAIJD FOR REGULAR, LIFE SAFETY AND E-Z HANG STt>RAf PAbE] SYSTEtEI
<br />PAWELM't PLUS OR A w_:_ ATE MOWS aan� a• O
<br />'SES SCHEDULE , SHEET a W 0) (SHOT n•1o1x�,H 9) WING L. 1 1, pp
<br />�Y M n r
<br />-3 - I '/7" I _, AWp movL tsO[{ ? jar._` I '#Q &1
<br />d _
<br />- ;----�.r—.��• )'14• MBA_. u iL•• im ,I,.[ � 1
<br />-�� -r.
<br />PDL.RD KOUMED ; I ED 4;' PP S-)' .°Mm I ,i
<br />CONCRETE _ OPKJtW •aP,E- - ,E2,
<br />I : ` -®«(T1
<br />•4I
<br />i M EtISTINO POUR. I I rsia,ia%1 f,�", r(
<br />7i
<br />i CONCRETE OR I I r - A+A`I"WMr •� - I-)T•,,.aj
<br />1 r (1) BLOCK 1 1 I ,`1_' i",: : Yr-.
<br />'I.
<br />1. Z!
<br />1 I 1 ii REOUNID. I ) S
<br />REBURIED,
<br />J
<br />_ -
<br />W A LANs -
<br />> > i f�(� �-A, f�'R'4u 'g."':.—
<br />I
<br />1 -.—
<br />8
<br />! I aI SCALE 3/16-1• MOTH
<br />z
<br />i Y- 1,-m.r e � i I i I CASE B (PLAN)
<br />U.g --1 I i /7' ,. $EKE .1/16-1•
<br />1 I i �T�
<br />V
<br />_ Me MGM p _
<br />°tom -� ! STi'mK' i w. 1 s( I.� P. , lir — ' 7,�; 7• ....�. sr "o H m _
<br />I ,u ,u.E6l1t )/ � t_ EN M . I I t `TI - is I.,°��m. i , o''c' ' N A
<br />�I.
<br />] FOA W TEPA4ATIAi if . '' ISM m .M.[
<br />rM 1°NMI su.", nKC I r r j) I I Ij j '' ' .. F• .... I 6— - I•F.nW.I �p�A , 1 ro G I I W I j I
<br />1 I Au. wi o `� ///""�\ ; ,v. w
<br />I I TI�/Yt.'N.XI /2'
<br />i 9 J' _
<br />XSIM10 =
<br />I i I Ma' I i - AI. -" _
<br />1 I • 2'Or Dc I ( - - ,1-I -- 4,
<br />�®
<br />I r I I I 1 F' .Y,/1-' ' ==fKK9Wtl
<br />1 I
<br />D
<br />FJUSIINO POUREDE I i S
<br />CCONCRETE O aoD. i E, E D �AI i CASE C (PLAN)
<br />aLPRrO i EXTSnNG _.I,L 1 SCALE 3/16-1• CASE D (PLAN1
<br />I CONCRETED ,
<br />1 1 CONCRETE BLOCK -- SOLE J/16-t'
<br />T: 1 I REIIWED , 1/2' ; ' py2s •, ye .5 • FAA-.,
<br />CALI ON PMNRAATE ...I. E - _ , J,t•- . ,Z a e• oG m'�°uan W`m W"_ NI I"",I 1.: %°I i
<br />O1
<br />FFNIN.[ a AND ANElAM1E _ qyI .11WaR°: A A
<br />CONCRETE ANCHOR$ 1`l AID. NANa""W,m AW.nta- 1
<br />PLUS 09 C, TAP -GAP
<br />-,..- .,
<br />�NaTs 6 TNNa,GN 9) RUILD&
<br />N.,. CRCE 5 a I-R ON ���
<br />s- sms i&•1 �I �j„( ING
<br />im.)
<br />Zdt_LNTiNG
<br />S SECTIONS 5 k 8 I - /
<br />-+w. Iva:IOAM.vrt+tKW�- i / '..�A'a
<br />SCALE 3/6-1' muF J/M t' iD.�-. -- ItWI Ft- A'�•"Ilen MN4.,N1 R
<br />EDGE OF EXISTNG
<br />➢PENNING " NEW I• WIDE . VARIES . I/6- E.D. . EDGE DISTANCE ; of "4 Ar+p °K °O •'•'•'J
<br />(b I
<br />TACK ALUM TUBE OR I' 4 (SEE SCHEDULE ON CASE F (PLAN)
<br />DOSTrNG STUCCO/ PT W000 PLATE SPACER 1 1 SHEETS B & 9) SCALE 3l16-I'
<br />I
<br />'WoEVSTI BANE
<br />1
<br />e NEW - WIDE WIDE .VARIES . t/6" I 1,'
<br />_J ALUM. TURF OR A . , 1 1 NOTE FOR C 91NATIQh OF SE0IONc:
<br />D T WOOD PLATE SPACER i TOP A BOTTOM MOUNTINGS CAN BE
<br />BEHIND NANICK
<br />o I GpORIE ANr+'aas I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN)
<br />^�rN
<br />(SEE SONDUF ON 1 I INSTALLATION. SCALE 3/16-1•
<br />u , I _� SHEETS a iW1oJp, INC I 'RM.K .CPnt VA
<br />I
<br />, + =I DER?..T.�(/jM,s,
<br />w ,,, N �. yi . Et LI '-- -• FLORIDA BUILDING CODE Nth YeloeU HurrIcons Zone)
<br />NCE. IIl1pf1 1b ai
<br />__coNOYT ..rAa>~e LX CONCRENEP U ED ,•.fi�l
<br />(MI TG+•mIX[ 1 1/1' Wn CONCRETE BLOCK a MWAN• MID - D2m ,A,rm M
<br />CM — . A a) J' MP. REOLFNED ,.L1p,n = No 44167 = 20 GAGE GALVANIZED STEEL STORY PANEL .L" m
<br />x` SECTION X-X 3 * * - �/2./2em
<br />SCALE 3/e-1' S.a•, S 0 - -�' -: �•, GLOBAL PROTECTION PRODUCTS, U.C. p,FE,
<br />�I I L E C O
<br />DETAIL FOR SPACERS REOUISFD AT TOP OR : -P-. r IMc. \ 4e001L. 51 smEn
<br />BOTTOM TRACKS ADJACENT TO STUCCO OOD HANDS s0A4'-• RIG► . 17/'-rei'2 rtsnl"w a rRaWct4alo cowAMY MK. n ss3T.
<br />2a 1e..al. •,"old N """ P,1pIt (964IN9-,545. EAA (aeA)a "M 20- f 76
<br />'B�- qy NiS+� -_ +.. csl ni-,w N• 0Yf m-aH �.ra, a
<br />0A.•Co76719 Posea,TI 11p
<br />,,(EA
<br />';11' 11.1E W- /MpNATNN[/Ty.TE "4LI, 2Oi RtN1T Mtd� m YT-,o ." -
<br />tN[E7 S p N
<br />rRODVCr$VALCATION RTNO a-M702 2
<br />22, TEST REPORT$;
<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 03/11/02 witnessed by William
<br />R- Mehner, P,E., Boriz 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 />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 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 E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by 00 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 QC Metallurgical Report No, 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2."TRU _1WRSL 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 Building Code. Calculations prepared by Tllteoo,
<br />Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESI$T4NCE:
<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 be as indicated on shoots 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE,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 />11„NUa111R�
<br />`EAC N�4JT✓✓
<br />7 rf- * :*E
<br />M S -a' STATE OF r o: a
<br />lt. '0 I'(ORIDA `��
<br />.y""",, slo • 1. i��11
<br />�410101lN1,1000tA`
<br />PR01011E21 EV LUAT1OIN R1!'P IN01. 20-072701 3
<br />5. INSTALLATION:
<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 />G. MATERIAL CHARACTERISTICS AND SPECIFICATIONS
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7-MMiTATIO S 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 Tilteco. Inc- and signed and sealed by Walter 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. Tlllft, Jr., P.E. (Florida License
<br />No, 44167), President of Tlfteoo• Inc. (Florida CA-0006719).
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<br />ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 8
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<br />1IIIIIIIIIIIII
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