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<br />TILLIT TESTING S, ENGINEERING COMPANY
<br />PROIDUC LOIAL 2
<br />2J_T_E$T_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 />1%01)UCTINALU-k!LQN-RErDHL-NQ-Z"-V" ' 3
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<br />0, MATERIAL CHAMCTERISTIC,3 , P ;
<br />Shall be strictly in accordance with General Notes arid Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,E.D.), drawing
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<br />_WATTFR A. TILLff, JR, Pl� �tc rzj.ca
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<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 # 96-509 dated 08/001996, #96-570 dated 09118/199.6,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenostration Testirg Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10106111908 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF UM
<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-1 97 by QC Metallurgical. Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # I thrut 4 and I I thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document i(P.E,D,), drawing No. 20-176
<br />FROUUCTCATEGORY: Shutters
<br />signed and sealed by Frank Grate, RE.
<br />prepared by Tilteco, Inc. and signed and sealed by WalterA. Tillit, Jr., P.E.
<br />PRODUCT $UB-CATEGORY: Storm Panels
<br />21_81�_UCTURAL ENG]INEERING CALCUL&UOM
<br />7.2. Product may be installed within HIGH VELOCITY, HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Pariall for maximum panel length vs. design
<br />defined on section 162G.2 ofthe Florida Building Code.
<br />PRODUCT NAME: 29 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load, as welt as maximum anchor spacing vs, design wind load and panel
<br />MANUFACTURER: G[Qbal Protection
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only beinstalled Into poured colricrate,soncrete, block, and
<br />Products LL
<br />section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 61 Street
<br />dated 11103)(015 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Florida33314
<br />I. PURPOSE OF EVALUATI ";
<br />3. MIS;SILF. IMPACT MISTANCE.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. ('9yetern
<br />Large missile Impact undersection 1026 of the Florida Building Code, as par
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, Method 10 ofthe Florida Department of Business and
<br />4. W1 D LOADS RESISTANCE:
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<br />Professional Regulation.
<br />20 Gage Galvanized Steel' Storm Panel has been verified to sustain wind
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<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length sball bees indicated onsheets 8,10,14, 15,
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<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />26-176. Maximum Anchor Spacing shall be as indicaled on sheets 8, 9, 10, I 1,
<br />,44167
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<br />Florida Building Code, and tolvelify that the product Is for the purpose Intended
<br />of least equiva lent to that required by the Code,
<br />14,15,17,18, 19,20 25 and 26 6f26, of'Product Evaluation Document (P.E.D.),
<br />.,',A-OZa�,�,,� STATE OF �11115
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<br />drawing No. 20-176.
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<br />This Prod uct Evaluation Report shall be subject to review and revision in case of
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<br />INSTALLATION:
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<br />. a Building Code change that may affed its limitations and conditions
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<br />Installation shall be performed strictly in accordance With details indicated on
<br />WILL
<br />2. EVIDENCE SUBMITTED;
<br />sheets 3thru 7, 10 thru 20, 23, 24and.25ot26, of Product Evaluation Document
<br />D�tTILTECOAbMON RIECOROS�P. E. REPORT.20 kGL0BA1,fIR0TWT`10N PRODUcTS, LLCI20GAOF
<br />Z1. PRODUCT EVALUATIO1111DOCLIMEN
<br />J_(P.E.Djo
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />C,ALVANIZEU,5TEE�5TORMPANELkDRM926--f76�RE?OkT#2D-07�b�01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated 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 byTilteco, InG,; signed and sealed by Walter A.
<br />Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part o S
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<br />GENERAL .1 8 3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE
<br />MUD Foa 20 20"K atEmEn STEEL UMM am= EMSTING WALL ANCHORS SHALL BE LONG ENOUGH ITT REACH THE MAIN STRUCTURE BENNO SUCH PANELS,
<br />I STORM PANEL SHOWN ON THIS4 PRODUCT EVALUATKIN DOCUMENT (RED) HAS BEEN VERIFIED F09 COitPLIANCE W ANCHORAGE SRAU_ BE AS MENTIONED IN 0.1) AND IN 6.2).
<br />ACCORDANCE WITH THE 20QO (7th EIRRON) OF THE FUDRfOA BUILDING CODE (C) 11
<br />DESIGN WIND LOADS SHALL RE CIETERMINM AS PER SECTION I 620 OF THE ABOVE MENTiONED COCIE, - 1/4-IT TASCON ANCNQRS� AS MOvNUFACTURED BY LIN BULLOCK. INC
<br />FOR A ~ SPEED AS REQUIREET By THE 44JFAWCTION W14ERE THESE S" - #14-10 AMELMATE FEMAUE To AND PANELMATE PLUS ANCHORS� AS MANUFACTURED Uf ELCO CONSTRUCTION PRODUCTS
<br />Wl T - I /4-. LAG SCOEWS PER 4 D.5,
<br />-I1SAN1TE"NNV(1r-0)
<br />FOR A DIRECDONAUTY FACTOR M-0,8S, USING ASCE 7-16 AND SHALL
<br />DINKLIN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. I % 18. 19 4 20. - 7/T6'6 y 51W WOOD RUSHING. AS 06MOUIED BY ALL PONT SCREW, SOLT & SPECIALTY CO.
<br />IN ORDER To VERIFY THE AaM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-T6 C 1) MINIMUM THREADED PEAE770TON INTO WOOD Of TAPCON ANCHORS SHALL WE 1 1/2' AND 2- FOR ELCO PANOLMATE KOS
<br />SHALL BE FIRST REDUCED 30 AS& DESIGN MUD LOADS BY MULTIPLYING THEM BY %G IN ORDER TO AND PANELMAUt FEMALE ID.
<br />COMPARE THESE W/ VAX (AS.0) OELTIGN PRESSURE RATINGS INDIrATLO ON SHEETS 7 1HRU 1�7, tA, 15, 16. 19 h 20,
<br />C�2) WNWUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNIT $Kkk RE 1 1/2-, NO IT41READED
<br />IN ORDER 10 VERIFY THAT. ANCHORS ON TRIS P ED AS TESTED WERE Mr OVER STRESSED, A 339 ACREASE IN ALLOWABLY PENETRATION INTO STUCCO SHALL BE CONSIDERED 06 PART Of TAt REQUIRED MiACADED PENETRATION,
<br />STRESS FOR "NO LOAM WAS tM USED lN THEP ANALYSIS, FASTENERS SPACING TO WOOD HAS SM DETERMINED IN
<br />ACCORDANCE WITH ft_D,S� 2016 ") MINIMUM EDGE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE AS INDICATE0 IN 7"S DRAWING
<br />STORM PANEL'S AIDEGLOM FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WMN SECTION 1620 OF
<br />THE ADM MENTIONED OWE AS PER HURRICANE ENGINEERING & TESTING WC� REPORTS 06-50. 96-570 & 96-T30 AND CA MINIMUM PENETRATION OF WOW SUSIBM SHALL BE 54W T/A. V-20 SCRYWS USES SHALL BE I '12- LONG MINIMUM
<br />FENESTRATION TYPING LAS INC. REPORTS 12032 & #2126 . AS PRCROCOLS TA-201, TAS-202 AND TAS-203 SHOULD MCGO EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO -
<br />AS WELL AS AMERICAN TEST LAS Of SOUTH l`LORkDA REPORT 002 , 9,07-09, AS PER TAS 201. TAS 20T AND
<br />VAS 203 STANDARDS, C, 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANIOLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />WALL, AN04ORS SHALA. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE M940 SUCH PANELS,
<br />2 ALL ALUMINUM EXTRUSIONS TO BE 00,0-76 ALLOY AMD TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 ANCHORAGE STOLL BE AS MENTIONED IN C. 1), C1) Ar C 4)
<br />� ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL 14AVE 3105-HI4 ALLOY� (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 114E RECOMNICNOATTONS AND SPSCITrATIONS OF THE ANCHOR'S MANUFACTURER
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CUALITY STEEL ASTIM -653 GRACE 50 M"MUM. G 60
<br />GALVANIZED SIM DESIGNATION W/FY- Se.5 to, (AFTER ROLLED) 8, PANELS WAY ALSO RE INSTALLED 140MONTALLf FOLLOWING INSTALLATION DETAPUS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT `IHAT HEADERS 2 & (1) SHALL TIM BE USED
<br />5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 3iD AIM 50175 OR CORROSION RESISTANT COATED CARBON SIM AS PER
<br />QN 50018 W( 50 kM YIELD STRENGTH AND 90 kii TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE 91 IT SHALE BE THE REsPONSiSTULY OF THE CONTRACTOR 10 YYRTFY THE S*uNON= OF THE STRUCTURE WHERE SHUTTER IS TD K
<br />SECTION 24 I _3.1.4. ATTACHED TO INSVRF PROPER ANCHORAGE_ THIS SHVTRER SHALL ONLY BE ATTACHED 10 CONCRETE, BLOCK OR WOW FRAME
<br />BUILOWGs-
<br />8 BOLTS TO BE ASTM A-3011 GALVANIZED SrEEI_ OR AISI 504 SERIES STAINLESS SITE WITH 36 4i MINIMUM "ELD
<br />STRENGTH. 10. EACH REGULAR STORM PANEL WrIll LENGTHS OVER W-0 THROUGH tY--**, AS PER SECTIONS 0, B. 9 & 10 AND ALTERNATIVES 8W.
<br />I ANCHORS to WALT. SHALL K -AS FOLLOWS� SW & TO* ON SHEETS IL� * At 12 RESPECMELT'. SHALL HAVE A LEGME AND ASAMY VISIBLE MANKIND INSTRUCTING OWNER OR
<br />TENANT To SECURE PANELS WITH APPLX-SLE REINFORCEMENT OuRTHO PERIODS Of -AJNNiCANE WAPNING
<br />(A) ,Mp I I THE NSTAUATLON CONTRACTOR IS TO SM/CAULK AU SHUTTER COMPONEW EDGE$ WHICH REMAIN IN CONTINUOUS W41AM MTN
<br />_ /A�
<br />. TARCON AN�
<br />CHONS AS �LANUFACTURED By I TW SIALIDEX. INC. (Mil, V-3192 R.4) THE BUILDING TO PREVENT WND/WN NTNLSTGN,
<br />�/4' 10 X I/V' thlf-LR ANCHORS. AS MANUFACTURED BY DCWALT INC. (MIN, I'v-500 T-T-)
<br />: /,�. * Zlle 50MI-Str ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A, SPMk`n` cc, 12 STORM PANEL INVrALLARION SKMI COMPLY WMA SPECS INDICATED * ROS OMY40C PLUS PAY 0010t; AND ZONNG REGULATIONS
<br />tMin. F1'.3000 Fx' 4 P140`401ED By THE �VRSMCTION WHERE PERM" IS APPUED TO
<br />- 1 4-1 a PAHELMATE FDA44 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PROMM, 1�1. (a) THIS PRODUCT EVALUATION COGW�.AEW (P-E,D,) PREPARED BY THIS ENGINCER 15 009RIC AND DOES NOT PROVIDE INFORMATION
<br />(MIN, f'..33,w P�.j)
<br />, FOR A SITE -SPECIFIC PROOECT, io. WHERE THE SITE CONDITIONS DEVIATE FACIAL THE PEI).
<br />- l/,., OF TAP-W ANCHORS� AS MANUFACTURED BY TRU-W CORPORATION (V-1400 p.so.)
<br />(b) CONM40OR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />Ar 1) TAMMUM UW-DMM OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE I 314,� 2' FOR PANELWTE FYVAZ SA5EV ON THIS PEA PROVIDED HE/SHE 000 NO DEVIATE FROM THE COMMONS DETAILED ON THIS DOCUVW
<br />0 AND PANEIMIT PLUS AND 1 #J4" FOR CIF TAP -CAP ANCHORS. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSLOATTY
<br />") CALK -IN & SOUD-SYT ANCHORS SHALL BE EMBEDDED 7/9- INTO THE POURED CONCRETE NO EMSEDMENII INTO (I,) THIS PRODUCT EVAIJAMON DOCUMENT MILL BE CONSIDERED INVAUD IF MWr
<br />STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST.
<br />RD I* YMNUU FOR WALLS WITH NO STUCCO� ANO MAY BE HEADED SCTIENTS OR AEL THREAGED BOONS W/C ItW. (d) SITE SPOGM MaJJECTS SHAIJ BE PREPARED BY A FLORIUk REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />NOT WT`H WING NUTS. ENGINEER Or RECORD (EAIFL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROM USE 0, IRE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />4.3) IN CASE THAT PRECAST STONY PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE RED ENMEER, SHALL SUM17 TO THIS LATTER THE STTE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN A-1) AND IN AM. (0) THIS P.U. SHALL BEAR THE DATE AND ORIGINAL SIM AND SIGNATURE OF THE PROFESSIDMAL
<br />ENGINEER OF RECORD THAT PREPARED IT,
<br />(a) ,!R,E9I1 gobcam D,DQ!L�- .
<br />�4' TAFOG" ANCHORS AS UARLIFACTURED BY I y W SUILD", PIC4 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VT4561,1E LOCATIC AT STORM
<br />I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FT,0RLUA BUILDING CODE. N
<br />_ I/ - . - 7/w CAUK-W ANCHORS, AS MANUFACTURED BY DEWALT INC CMN. I't-15DO pi�) SHALL BE PLACED FOR 'My OPENIML LABELING TO COWPLT VWlH SECDON 110D.2200"F"I'LIBEL
<br />- 114* - X I/V SDU(Y-SET ANCHORS, AS GISTRIBUTED BY ALL POW SCREW, BOLT a SPECALTY CO. FLORIDA 3MOIND CODE,
<br />- ,(,MN, V-10M P..Q
<br />+-To PAWELKATE FEMME 10 AND MARINATE PLUS ANCHORS, AS MANUFACTURED BY UGO, CONSTW7.TON Y BE USED TO I
<br />' FLORM
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<br />Pau M (AHN, r-2071 P&.1)
<br />- 1/4* O'Cr T*-GMP ANCMITS� AS MANUFACTURED BY TRU-FAST COMPAT" Vo - A . �
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<br />1&§�, ,;;I',- .. FLORIDA 01,1101" CODE Votocify "u no Zone)
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<br />0.1) MINIMUM EMECINAtUT OF TAPCON ANCHORS, YEW PANEUMATES AND OF TAP-CRIP ANCHOR. IWO THE CW/ . , LLINgh
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<br />BLOCH U"rT SHALL BE I 114., �,. f %,o
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<br />+ 2G "" GALVANIZED STEEL STORM PANEL DRAWN V
<br />A-F ., NO.
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<br />0.21 CALK IN & 54UO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK LAW N . —
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<br />INTO SHALL RE PERMITTED, f/4' #-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM __� �- GLOBAL PROTECTION PRODUCTS, U.C. "'��',',"
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<br />EXIST . AN* I' LANNAUM FOR WALLS WITH NO %rUCCO. - C L 15EE C 0 AKa � 5. =m
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<br />MDUCTEYALUATION REPORT RIFT U—Nl 44167
<br />,L,7A.Li_'4..0-105?19
<br />REPORT NO.. 20-11727.02
<br />DATE: J Lily 27, 2020
<br />PRODUCTCATEGORY: Shutters
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<br />PRODUCT SUB -CATEGORY* Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Glo0al Pro=tIonProdugt'&J.LQ
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE QF EVALUATIQN!
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of B usiness and
<br />Professional Regulation,
<br />This product Is bain issued an Evaluation Report a described herein, and has
<br />' ,9 I 1 $
<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 Jeast 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. EVIDENCE SUBMITTED:
<br />2-t —PRQDUCT EVALUATION DOCUMENT 1P.E.D.).-
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of I 8 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07f2712020. This drawing is an inte%tm "t�Q,ls
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<br />(8*1' _". AMEX 0101110 01,10,44- -
<br />OM04 WIN) I -
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<br />_.. ITOP Ar BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY mafi�po)
<br />INSTALLATION. ... � - -
<br />rl�-_ , *. -
<br />,,, .. FLORIDA BUILDING CODE ( gh elotity a Zone)
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<br />1 20 GAGE GALVANIZED STEEL STOMA PANEL
<br />rl-
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<br />GLOBAL PROTECTI ON PRODUCTS, U.C.1
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<br />PRQnUC]'FvAIA;AnQN REPORT 140. 20-0727.Q2, 2
<br />ZZ TEST REPOR
<br />Large missile impact load tests were performed under SSTO 12-99 standard Be
<br />per section 1609A.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 0311 1 fO2 witnessed by William
<br />R_ Mehner, P.E_ Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edrnundo
<br />Largaespada, P.E. and Henry Hattern, 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 byAmencan Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by TQC Metallurgical, Inc., dated Match 13,2009,
<br />signed and sealed by FrankGrate, P-E, as,perASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jariofano, P.E. as per ASTMI E-8.
<br />11 .BMCTURALENGINEEPJNGCALQW.ATIQNS,
<br />�
<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 BuIldIrg Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 B110 and 08[27113 (for this revision), signed and sealed by Walter
<br />A� Tillit, Jr., RE,
<br />3..M1§,JILE IMPACT RES1$_T_ANCS-
<br />Large missile impact under section 16,09.1.2 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 sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3,1, 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 indioated on sheets 5, 9, 10, 1 1, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E,D,), drawing No. 20-175.
<br />24 Gage Galvanized 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 />01101111111 lill"WS
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<br />PRQD=IRYAL11AU0XUYQA1 NO, 264727,101 3
<br />5. INSTALWION-
<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.S.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14,16, 16 and I 8 of I 8, of Product Evaluation Document
<br />(RE-D.), drawing No. 20-175.
<br />15-MAT IAL CHARACIEFUSIMS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 1 3, 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 Documeint (P.E.Q.), dralAting No. 20-175.
<br />LIWJTAI*NaAgq__C���
<br />7A � Shall be strictly in. compliance with General Notes No. 1, 8 tbru 14, Indicated
<br />on sheet i of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175
<br />prepared by Tilteco, InG. and signed and sealed by Walter A. Tillft, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1 G20.2 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 WaliterA. Tift Jr.. RE, (Florida License
<br />No. 44167), Presiderrit of Tifteco, Inc. (Florda CA-00016719�.
<br />VVATILL
<br />CT:�TILTEV0A0V10NRECQRQBtp, E. REPORT.2(
<br />GALVANIZED STEEL STORM PANEL 0RWI3 # 20-175 k
<br />1/4, 2/4, 3/4. 4/4, 5/5, 7/5.
<br />W/10. 2W/10, 3W/10, 4W/10,
<br />15W/10, 6W/11 & 7W/11 +6/5
<br />3' M,AX..i___ ------- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 01 & 0___._ -_3* MAX
<br />-1, MIN, ; FOR WOOD SEE SECTIONS ON SHEETS 10 & I 1 I' Mx�:
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<br />i(SEE SECTIONS AS ! ! 1
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<br />----------- FOR WOOD SEE SECTIRTS ON SHEETS 10 & 11 _____
<br />n1 & & ELEVATION
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<br />. -7 - 1 20 WE "WAXIM STEEL STORM PANEL ORION BY.
<br />_'. * __
<br />5ECTION A -A-'! * . * : 07/a
<br />N-TS. � .0% N PRODUCTS, LLC. P,/1,020
<br />- . � - - GLOBAL PROTECTIO ,
<br />, ATE - Z ' If LIFE C 0 I IN n ..� STREET -
<br />, * , - 1
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<br />T MR WOOD SEE BECTON$ ON SKIT i2 lm:1
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<br />j REQUIRED CONCRITIE AMMONS
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