|
1 C L EO
<br />PRODUCT Etr 2
<br />PRODUCTkY LVAT'ION REPOEVI' _PWL 20.rnLO1 3
<br />INc.
<br />fllllT TESTING a EMINEERING COMPANY
<br />2.2.TEST REPORTS:
<br />S. MATERIAL CH RACTERIS'STIC-S.AN-0 SPECIFICATIONS:
<br />WATTRR A. TTLLIT, IR., P.B. tiltecOrpjllol.com
<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 />rL ru. Ll,ouA �A 441AT
<br />201, 203 as per 9 r section 182E of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D,), drawing
<br />IR EA Irm•-Nu IX0ft7I9
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-5t19 dated OB/0911996, #W570 dated 09118/1996.
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE•
<br />REPORT NO.: 20-0728.011
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2OD9,
<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 CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. TIM, Jr., P.E.
<br />PRODUCT SUS•CATEGORY: Storm Panels
<br />2.5. STRUCTURAL 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 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 bad and panel
<br />MANUFACTURER: Global ProluMen ProdEligis 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 />48W S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by T(iteco, Inc.,
<br />dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Devie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, 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-0008719).
<br />ID 906 1 # ) to the Globall Protection Products, LLC, Rule Chapter No.
<br />81906 Method 1the Florida Department of Business and
<br />4.1AOND LOADg_RESISTANCE:
<br />,,��ti A�T1((`�
<br />Professional Regulation.
<br />20 Gaga Galvanized Steel Storm Panel has been verified to sustain wind
<br />y�R`••'•V\GENa�''•.�
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,
<br />18,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />44187
<br />� ,-. w'�-�•
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Coda, and to verify that the product fs for the purpose Intended
<br />20.178. Maximum Anchor Spacing shall be as Indicated on sheets 8, 0, 10, 11,
<br />� �
<br />at least equivalent to that required by the Code.
<br />14, 15, 1T, 18, 19, 20 26 and 28 of 26, of Product Evaluation Document (P.E.D_),
<br />_ STATE OF
<br />drawing No. 20.178.
<br />/c'•.,, (GRID ,.:
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />AFIII„IITIN11``
<br />a Buckling Code charge that may allied 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 />D:IITTILA•TECO ADMON RECORDS t P. E. R9PORT.20 t OLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE
<br />2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.t:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANM STEEL STORM PANEL% DRWG a 2a1TO t REPORT IF 204728.01
<br />Drawing No. 20-178, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and seated by Walter A.
<br />(P. E.D.), drawing No. 20-178.
<br />Tilsit, Jr., P.E.; dated 07/28/2020. This drawing is an integral partc�1; j�is
<br />Evaluation Report. r1�lA�FA9
<br />L1111(((p,p
<br />`�ER A,
<br />a�a�1Ti,8
<br />F r�
<br />,`�`���•'`•
<br />�3►�:` \SENSE•
<br />N0, 44167 -
<br />=-- �+-- .-�4167 :
<br />— L ¢---•-
<br />STATE OF
<br />\
<br />6155 N.W. 36th Street, Suite 305, Mismi, Florida 33166 - Phone: (305) 871-1530 - s>ES/ 1
<br />�ry,Oi BONA; Lt�;r•�`�
<br />� �11
<br />a1i NE&Nr61oraiH:
<br />e.3) N CASE THAT FRECA4i SIDE. OR PRECAST CONCRETE PAELS, SIUOCO OR WOOD BON= K FOUND ON THE
<br />M Ws
<br />CXISIINO WALL NICHM 04ALL 6E LONG ENOUGH TO REACH THE WN STRUCTURE BEHIND SUCH PANELS.
<br />1. STORY PANEL SHOW oN THIS PROOUCr EMILUX DOC{R/ENT (P.0 D.)J /DLS RM VERIFIED FOR COMPLIANCE N
<br />ANCHORAGE WALL N AS YDRONED N 8.1) Nn N B.2).
<br />ACCORDANCE WITH THE 2020 (7N EOnM)N) 0► THE rEOROA tRALDRNO C00L
<br />(C) TQ.X„am (M SPECIFIC GRAVITY . AA MN I;
<br />FORA MWHD LDAOB SHALL BE OElU1NIll® As PER SECTION te2oa THE ABOVE Mr11TOIIED CODE,
<br />FOR A W11O SP®K REQURED W7 ME ,IURISOIC00M MNEK THESE SHNRERS WXy B[ Nar NIO
<br />- 1/4-0 TAPCON 0040 M AS W^WAC7WKD RY I.T.W. BUIDOE. NC.
<br />- 014-10 PAELWTE FEMALE O AV ►AWAtAn 1•tUS NICHDR!. AS WWIIFACTWIED ByFLCO CONSTRUCTION PRODUCTS.
<br />FOR A GRECT1011AI11Y FACTOR K4-0.66, U364 ASCE )-16 MID !/NIL NOT CXCEED THE WXIIIIIY S.D.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. I5. 16. T9 A 20.
<br />_ t/AY LAG WCRLrS PDI N.D.S.
<br />_ 7/16-F A !/e• MOOD 6U9RMG, AS DISTRIBUTED BY ALL POOR !CREW. BOLT a SPECIALTY CO.
<br />IN ORDER M YOWY THE ABOVE COMMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-te
<br />SHALL K FWIST RE000EO TO AS.D. DESIGN WINO LOADS BY MULTINLYING AREA BY 0,6 N ORDER TO
<br />c,l MINIMUM THREADED PEETRAIOI/ Nt0 WOOD 0/ TAPCON NrCMpIS SHALL ELC
<br />HREADOBE 1 t/2' AIIO 2' FOR O PANEUMTF PLUS
<br />COMPARE THESE W/ MAX. (A..D) DESIGN PRESSURE RATINGS NOKATM ON SHEETS 7 THRU 12. 14. 15. 16. 19 ! 20.
<br />S
<br />MIND MI WLE FEMALEEN 0..
<br />IN ORDER 10 VERIFY THAT ANCHORS ON Me PEE. AS TESTED WERE NOT OVER STRESSED. A 33R INCREASE N ALLO'MASLE
<br />C.2) UMMM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME LIMIT 91141 K 1 1//2-. NO THREADED
<br />PENETRATION INTO STUCCO 91ALL BE CONSIDERED AS PART OF THE REOUMD THREADED PENETRATION.
<br />STRESS FOR WIND LOADS WAS BGL USED N THEIR ANALYSIS. FASTENERS SPACING TO MOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH HD.i 2010.
<br />C.3) MINMUM EDGE DISTANCE OF LAD SCREWS$, INTO WOOD SHALL K AS INDICATED R DIS DAMPING
<br />STORY PANICS ZONED C FOR IMPACT HURRICANE 96 NCE5" WITH SECTION0III9 162E OF
<br />THE ABOVE MENTIONED CODE wNE REMAKE IRAs KEN VEN ACCWORTS • 96-i3o AND
<br />t ,E31W," INC.RNc. PFPORTS >"-566.
<br />PER NRTS
<br />EN92126
<br />CA) MINIMUM PENETRATION OF WOW BURNING SMALL K 5/6'. 1/4• P-20 SCREWS USED $HALL K 1 1/2' Lam UMMUM
<br />C. .O D TAS
<br />0203
<br />FENESTRATION TESTING LAW. wc., Rr3NIRrs /Lou A nT2e . As PROTOCOLS TAS-tot, TAs-202 AND TAS-203.
<br />ygyD STUCCO DUST. AND I' MINIMUM FOR WALLS WITH NO STUCCO.
<br />AMERNDAR S. i[R TAB or SOUTH FLORDA REPORT 00219.01-09. AS PER TM 201, TAS 202 AND
<br />AS WELL STANDARDS.
<br />TAS 2D1 STANDHMS.
<br />C,6) N CASE THAT PRECAST STONE. OR PKGST CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUND ON THE OnTNG
<br />2. ALL ALUMINIUM EIIRUSOMS TO K 6063-1e ALLOY AND TEMPER. (UNLISS OTHERWISE NOTED). SEE SHEET 2-
<br />WALL, ANCHORS 944LL K LONG ENOUGH TO REACHTHE MINI STRUCTURE KHIO SUCH PANELS.
<br />ANCHORAGE SHALL K A9 MENT040 IN CA). c2) t C.4)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAW 3101-1114 ALLOY.
<br />(0) ANCHORS RMLI K INSTALLED FOLLOW" ALL OF THE RECOMLV"YONS AND SPECIFWATI0145 OF THE ANCHOWS MANUFACTURER.
<br />a. AL STEEL STET METAL PMIELW SHAM HAVE STRUCTURAL L D), [L, 3ICAAMA-953 GRADE !D MINIMUM, 0-60
<br />GALVANIZED SHELL MIGRATION W/IY- 50.E W iAF70, ROLLED),
<br />S. PANELS MAY ALSO K NHORIZONTALLY FOLLOWING RbMLTHROUGH AN* DETAILS SMOWM ON SECTION 3 THROU10 (SOVIETS 4
<br />THROUGH 6) EXCEPT THAT HIEADDR6 0 A m SHALL NOT K USED.
<br />S. ALL SCREY/S TO K STAINLESS STEEL 304 ON 316 AM IMO OR CDRRDMON RESISTANT COATED CARBON STEEL AS PER
<br />O 50 W YIELD STRENIOIH AND W 4N TENSILE STRENGTH. 4HALt COMPLY W/ FLORIDA BLIILNG OCODE
<br />S. ITSMALL K THE FIESPON.WBRRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SHUTTER IS TO K
<br />SDIN ECTION 2111.S,SA.
<br />SE11
<br />AAA &TO "SURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WD00 MAW
<br />BUILDING
<br />6. SOLTS TO K ASTM A-307 GALVANIZED STEEL OR MSI 304 SERIES STAINLESS STEEL. WITH 36 W WNWAN YIELD
<br />STREMGM.
<br />10. EACH REGULAR SMW PANEL WITH LENGTHS OVER W-S THROUGH 12•-4•, AS PER SECTIONS 6, 6. 9 A 10 AND ALTERNATIVES ON.
<br />7 ANCHORS TO WALL SHALL K AS FOLLOWS
<br />9M • 10W ON SHIM A 6 a 12 RCSPECTR(LY: SALL HAVE A LOW NO READILY VrWBIE MARKING INSIRUCTSIG OWNER OR
<br />TENANT TO SECURE PANELS WITH APPLICABLE RMORCdCNT 0Wb0 PEAI003 OF HURRICANE WARNING.
<br />W TO I1 IRA 1:� CamVE
<br />II THE NSTALLATON COMMKIOR IS TO SEAI,/CALAR ALL *WIER COMPONENT EDGES WHICH REMAIN IN CMIMAMM CONTACT WITH
<br />- ,/49 TAPCON ANMOU AS MANLIFACTLRED BY I.T.W, BU ILIXIL INC.(Mn. rc-3192 P. i.)
<br />THE $VIDEO TO PREVENT WND/RAN INTRUSON.
<br />- 1/4' F N 7/6• CAR-N ANCHORS, AS MANUFACTURED B,' NC. rc-3000
<br />CA.LJ
<br />.. 1/4'A A 3/4` 5000-SET ANCHORS. AS pSTRNNED BY KL PORE SCREW. Bo{,T . 9'EOK/Y G0.
<br />L PO W.
<br />12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS 6OCATED N THIS ORARN6 PLUS ANY BUILDING AM ZONING TIEOULATIOMS
<br />(HIP. rl:.3aoo p.P.l)
<br />PROVIDED WY THE JURISDICTION WHERE PERMR IS APPLIED TO
<br />- p14-,0 PANELWn FEMA E 0 ! PAIEL.MATE PLUS ANCHORS. AS WAARALT BY ELCO "INSTRUC ION PRODUCTS.
<br />(MIN. YI:-3330 P•Ri.)
<br />13. 0) THIS PRODUCT EVALUATION OOOUMENT (Pt 0.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PKNIOE NAORMMT,ON
<br />_ 1/4-0 Cr I -OMP ANCHORS. AS WNUFACTUP1O BY TRU-FAST CO.PMY10N (1- -3600 F4.T)
<br />FOR A SITE SPECIFIC PROJECT. I... WAft THE SITE CONDITIONS DEVIATE FROM THE PLO.
<br />CONTRACTOR TO K MMIMSBLE FOR THE SELECTION. PURCHASE AND RpTALLATION INCLUDING In SALTY Or THIS PRODUCT
<br />Al) MOWN OAKOMENT ar TAIHCGI ANCHORS INTO AgU11m CONCRETE MAIL K , 3/4'; a• FOR PANELW7E FEMALE(b)
<br />IIASEO ON PLO. PROVIDED HE/SHE DOM NOT OCIAZIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />0 AND PAIEIMLTE PLUS AND 1 1/4• FOR CF TAP -OW ARMORS.
<br />CONSTRUCTION SAFETY A R CONtRACTOPS RESPONSIBILITY
<br />A2) CALK-N At SOLID -SET ANC/ORS SHALL K EMBEDDED 7/S- INTO THE PAWED CONCRETE. NO DABEOMENT 000
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED INVALID IF MODIFIED.
<br />67N000 SHALL K PEMRTTED. 1/4' e-20 SCREWS USED SMALL K 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST.
<br />NO I MINIMUM FOR WALLS WITH NO STUCCO, AND MAY K HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />(°) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A RORDA REGISTERED DOWSER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WIND NUTS.
<br />EM004MR Or RECORD (E.OR.) FOR THE PNOECT AID WHO WILL K RCS "=U FOR THE
<br />PROPER USE OF IMF P.LD. L X DER DE REgORp. ACTNG AS A DELEGATED DOWEER TO THE
<br />A3) N CASE TAT PRECAST STONE. PREp51 CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />P.EO. EMOMM, SHALL SIiN TO THIS UTTER THE SITE SPECIFIC ORAMNG5 FOR RENEW.
<br />EMSDNG WALL OR FLOOR, ARMORS SHML K LONG DZRIN TO REAM THE MAIN SIMUCTIRE BEHIND SUCH
<br />PMMTS. ANCHORAGE SHALL K AS MEMIMFD IN At) AND 64 A2).
<br />(9) THIS P.E.D. MDAT ALL BEAR THE E AND ORIGNAL SEAT AND SIGNATURE OF THE P110EESSTOML
<br />un"EER a ITILCHRD THAT PREPARED IT.
<br />(B) TO Lamm CONCRETE RLYV_. ►MLL A_:_ C-90�
<br />- 1/4• 0 TAPOOM M404M AS WMXACWRED BY 1. T. W. DE, INC.NC.
<br />14. SHUTTER ~ACTURERS LABEL SHALL K STOW
<br />OCATED ON A READILY VISIBLE LOCATION AT STO
<br />PANEL SHUT" N ACCORDANCE WITH SECTION 17011 3 OF FLORIDA BUILDING CODE ONE LABEL
<br />- 1/4' 0 • 7/0' CALK -IN ANCHORS. AS MMNFACTRM BY DEWA.T W_ (MIN. II 1500 PAJ.)
<br />SHALL K PLACED FOR EVERY OPENING. TAKING TO COMPLY WrTH SECTION 1709.92 OF THE
<br />- 1/4•0 X 3/4• SCIID-SET ANOO16. AS MgrRWtED BY AL PONT SCREW. BOLT k SPECIALTY CO.
<br />rLOROA BUILDING CODE.
<br />(AN. YP-1600 P.RJJ
<br />- pt4-10 PMUMATE FEMALE IV AMC PINFLYAI ATE PLUS ANCHORS, AS MKACTREO BY ELDO CONSTRUCTION TINS MINING SHILL ONLY K ORED TO
<br />1NNTT11 OBTNII PFRIRR N THE STATE OF ROIRIDA
<br />5 P11000CT(MIN. P.O.)t p..)
<br />- 1/4' I TM -Of ANC110116. AS MANUFACTURED M TRU-FAST CORPORATION j�R
<br />I[I.
<br />9.1) YINaNM EMBEDMENT OF 1APCON ANCHORS. CLCO PANEUM/E5 AEA) Cr TM -GAUP AICHIOR, INTO THE r' FLORIDA 91RLDINO CODE NI h Vlloe NAnioG
<br />T
<br />EMBEDMENT
<br />BLOCK RE , 1/4 . 17140 x,em c 20 BASE GALVANIZED STEIL STOGY PANEL
<br />'• No. 4 167 '• '
<br />8.2) uLN-IN a SOLID -SET ANCHORS 91WL K ELK.DOf.O 7/6' INTO THE cONCRC7E BLOCK UNIT. No
<br />INTO STUCCO **ALL K PERMITTED. t/4• 0-20 SCREWS USED SMLL K 1 1/2• LONG MNMUM
<br />EXW. AND I• MNMW FOR WALLS WITH NO STUCCO, 4: cY4r
<br />PROTECTION PRODUCT'RH
<br />V. i<
<br />INSTALLATION
<br />INTO EXISTING
<br />POURED
<br />DETAILS
<br />CONCRETE
<br />FOR REGULAR
<br />OR CONCRETE
<br />PANELS
<br />BLACK
<br />STRUCTURES
<br />LYMOmmosamintour,on
<br />oil
<br />coichm moon
<br />DOOR a tionam n
<br />COHR7l7[ /INN,OIIS
<br />W1smomt 9 MWMMHON n
<br />— E.D
<br />adHCKTE ANPDIW
<br />�a
<br />aaNu1°nE
<br />cls79w POW" ,. I
<br />7 a,B�.r ,rn
<br />fE--
<br />1
<br />-LJ
<br />a
<br />I WM I
<br />IFW V
<br />v
<br />a
<br />IRRY SAW l
<br />GC
<br />a
<br />p
<br />1 b�111°'W" 1
<br />1 it
<br />+rnWi
<br />10 CLAIM
<br />I 1
<br />, Ta POOL { f
<br />1ow
<br />no a
<br />[%16TI1WI EI
<br />POURIG_. �D-
<br />1
<br />I
<br />1 ® 1
<br />1
<br />LVOW ,ME • I
<br />17 T/7' o.G I
<br />�,
<br />ED, �
<br />; t7 ,/7• oc r
<br />l�
<br />\ e..t l
<br />EGST6O poU11�� E0. I
<br />MNCIIEI[ OR
<br />eotKREE BLOCK
<br />I
<br />.
<br />' O� 1
<br />1
<br />OOkVNM OR
<br />II(pRIED.
<br />,
<br />,7 1
<br />I
<br />I! ,T aG
<br />1 c�NCTETr BL�c
<br />—____ REOURR M
<br />",
<br />..
<br />t
<br />CONCRETE `
<br />COI BLOCK
<br />t Y
<br />- 1' mi.J
<br />13r
<br />cwn6lo
<br />oat, yW
<br />' lMW
<br />L j�7P wM°
<br />,,` /.7
<br />s„Wlolm u
<br />CONCREM I/i+w --' ! a6rdIEE aMIM¢TE AEHOIw. u. P F IAc COMMITAICHGRs � r
<br />p¢ feKutt Gr- dR 1XNmllE ON _ R.A. (Sa[ 90RDMl a--- � HN.V lMa • HILL
<br />sRxT7 . Mwowt n fIIR17 9 Tlwalo, n
<br />WALL MOUNTING
<br />oil" ffig MUTING ALTERNATE PULP MOUNTING
<br />Qfi �9CAt ,� fbEE
<br />r ---v^ -T- --
<br />1 j
<br />I 1
<br />I I
<br />I rawSlo 0
<br />iI 7 1/1• oa. �
<br />1 feria.
<br />I _
<br />�n iiH,NwI°M n
<br />S�I1'gllllntlll
<br />BDWE 3/e••t
<br />ED. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />94UTS W A 9)
<br />NOTE P1Da OOYBLNATNON Nx SFCYIOMIl;
<br />TOP A BOTTOM MOUNTINGS CAN K
<br />COMW4M IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />1 L EECCO INc-
<br />TILLIT TlSflNG a lNGIN!lRIN'tiI COMPANY
<br />WALTERA. TILLIT, JR, PE. tiltbooQy6ol.com
<br />PRODUCT EVALUATION REPORT ioil LLk,'urNA16T
<br />HLI:.A. 11e,aN NP.J"OTI9
<br />REPORT NO•: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protaetlen Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81020-3, Method ID 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 />Floride 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. EVIDENCE SUBMITTED:
<br />Y.1. PRODUCT EVALUATION DOCUMENTR&M):
<br />Drawing No. 20-175, tMed'24 GAGE GALVANIZED STEEL STORM PANEL*,
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />Tilsit, Jr., P.E.: dated 07/27/2020. This drawing is an into �`(gllp�lfq? 160jifljls
<br />Evaluation Report. .� ��E.,,,.:., �l/•'A�.
<br />�14167
<br />STATE ; OF i�Q g
<br />6355 N.W. 36th S1Teet, Suite 305, MiaDOi, Florida 3316E -Phone: (305) 871-��?�1p�q(3b�G89'r1-1531
<br />COMPONENTS FOR REGULAR IZ LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1'
<br />__.__ ._ _._ __--- _ — __i5.1N• nDrAL w+DiHl)----- --- --' -- --- ., ^ .. ... . te,es• CIOT AL Vim} -------
<br />_ 12.500' (EF(EFFECTIVEwmN}---
<br />' - -- --- a 1/4*- —__-_--t j i r•'- -----az�'----------
<br />,,. aoo-
<br />f_ ••� •� r I. i --_- �_^_^�'/.350•i ✓�•. OO.Ow UK THICK AL> 1.700•--`;7``
<br />s:es7• o wam s m EDGE/ /C � ) :Gear � o-eo only.
<br />TV. ABM A-963 r 2. .2!!p) \/ TYP. ,� T'
<br />GRACE W G-6o GAIv. MNRAI DRAIL aJ �'•� eRAL A.�
<br />t}irJlll A 1.350• _. �y. LBFFAR. A �
<br />_. _. ..-_ _ aria•--.___. -T
<br />© STORY ST PANEL � END STORY PANEL
<br />�• �. I ar
<br />r2'JO• ----- ---- 2.161"
<br />AWIRY DO LP ✓('. i ,.fOD• 1 .125• .750. 1/44Y-2°L t IY-2q .125'
<br />w/Nc+Rm l!Ofi.'` -�'. i ,.2w' 'I .tJ0
<br />oo• ^,r ari.f• BDGF!
<br />R•OG! ( � .fD TO NWIIL pw WNW I i
<br />lo.OB•
<br />- 3.3)5" .OB3• .093' �• a.ono• ,.600•
<br />t 2t�' BR
<br />\�250' I 2.II�S• .013• R 3751 i D(.
<br />� .37sj � �2.000•..._ _..._ i.,25•
<br />d ISOMETRIC VIEW ETAIL A i L 2.000 j -s• NNW..---..___. 1 L-,.SIG'-; L,soD•-•�
<br />RIRINDED CORNER . ENDS OF PANEI'S
<br />ETro UP w� .MDOAM T.s EDGE. aO •hr HEADER O3 rU' READER �(Qj,E ® ANGLE WITH STUD ®AWAI WM
<br />Itrymm SAID
<br />�N I/t GET.2/14 -__ • �Y►, Top on 374• D96• �74• .OBE'
<br />Ir tow
<br />---2.000•- _J
<br />2'X7*Xl/0
<br />� r. _. _ _� aw•
<br />® 1(EY MOLE WASHER
<br />-as3-
<br />o.o3e•
<br />GALVANIZED arm _ _ _ _
<br />.371'3'I .67 5 'p
<br />' 2AyAC
<br />.063•-1 u - LF CKE ATED Cur
<br />.,2s- ..u75•
<br />ALTWlMTMtLy. UK WIND MIT M/OYT
<br />MOM/Ma M91EIl W/ Amxft%L
<br />• 7n-wpr wLWHOt (RDMMEIS
<br />S,RL on HaCItt n = 1I
<br />GOKOREa Nowt e _
<br />1190: g .0 amu ON
<br />off" n
<br />1
<br />f
<br />S y
<br />1
<br />rxsTNG �i ;
<br />a coNCKTE BLocK ,
<br />REOM6®. ,
<br />(
<br />1
<br />375' _. •
<br />,.ass•
<br />.625•P
<br />y,144v
<br />r
<br />l_ 1.a63•
<br />375'
<br />® KEY ROLE
<br />AT PANEL
<br />( ,IN • ptlulY 1
<br />-i �♦•'; i ,r�'R'Aa �i w --;
<br />OWY. 1 Q ROM
<br />;IRA � aBL 1
<br />I gg T
<br />ORNIIC P'WIRIm _; Ep. ; 1
<br />am i
<br />RORuAt00Mda"ED ADOt aHSTra PINR¢ coi CONCRETE
<br />. ,
<br />CONBa"ioac j
<br />I REOUREO. i / 1/2
<br />cm x,mAls ON 9HISTs • THROW 0)5HN313 . • 0)
<br />3Ijk a
<br />_ OF EIGBIIw • NEW ,• WIDE . WMrS . 1/6"
<br />.� THICK ALUM. TUBE OR 11
<br />` ensiw STUCCO/ P.T. WOOD PLATE S►AM
<br />� •' _-wood RV1D/ ; 1
<br />o HEN /• WOE . VAM A 1/e•
<br />ppALiiI.R�L6M�0floUppBE OR t• . VMII6S 6EH9To tlMa T[ SPACER
<br />rnllcls.TE AAW W I
<br />oA BQf W • N 3' MINI. IIEGIIRm. ----- /�7 W1oI': HaoR. •._
<br />SECTION X-X
<br />9oALE 3/N,•
<br />DETAIL FOR SPACERS REOIRRED AT TOP OR
<br />BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS
<br />t T-rW-
<br />.169-L
<br />0� .J Uri• ! 4 AW M70.WimOEIIM
<br />IAOLR . w70 T. t 1.OBO' 1 (.. .......___.. .1
<br />© WF" TRACK ANGLE ® sir Air TRACK FIAT PLATED
<br />..rMHNwMN..._ WITH STUD
<br />1
<br />1
<br />I
<br />I
<br />Y
<br />1
<br />1
<br />'
<br />f �
<br />1
<br />i
<br />I
<br />'
<br />t
<br />� I
<br />I
<br />.
<br />1
<br />I
<br />I
<br />LL EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS W A B)
<br />END CLaR E5 DETArS MR INSTALLAM IN POl2tED CONCRIM
<br />-jE R= OR WOOD
<br />VAUD FM REMAR. LIFE SAFETY AND E Z S)fSTE]1
<br />7 in•
<br />CASE A (PLANT (�� �� RANT � AIw
<br />CASE BSC
<br />(pJA�t
<br />'' i i A,I�' , ! �w•,UfiT� ItiAARHi,. �,� .. i
<br />i araiAN'S.'idL Vil% m ® y -�yJ
<br />lVrt
<br />f
<br />tv
<br />/ C
<br />r~ w wIw �'HNiRs All
<br />� i lAY2C�.fP(P 2((P 2 /YY .MAR
<br />� BALE ]/,a-,•
<br />le
<br />��• � W-IF� ��M P, �.ARLI�F rIW,Wr N
<br />L � ARR RI R/� NRYR M
<br />j �,. PAAWI M M A11a,
<br />SCAIF ] 1M1'
<br />ECZ10�
<br />IR W CASE E (PLAN)
<br />SNLC 3/1M1-
<br />PRODLICI'1:V.LI-CATION RTNO. 204717.02 2
<br />2a TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-90 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 26, 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 1600.1.2 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 salad by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS•
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1004 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tillit Jr., P.E.
<br />3. MISSILE IMPACT REA NTANCE;
<br />Large missile Impact under section 1600.1.2 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, 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 Steel Storm Parcel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />MLNNUIe►IN
<br />.%�'
<br />67
<br />/ /� A.F w
<br />�tiA�S�ON1A f1�NN •`•�
<br />PRr3Di1(•T ;
<br />A. 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, 8, 13, 14, 16, 10 and 18 of 18, of Product Evaluation Document
<br />(RE.D.), drawing No. 20-175.
<br />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. LIMITATIONS AND COND1170NS OF USE.•
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shoat 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175
<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. THIN, 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 Waiter A. Tllilt, Jr., RE. (Florida License
<br />No. 44167), President of Tliteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />DA TILTECO ADMON RECORDS t P, E. REPORT.2(
<br />OALVANI260 STEEL STORM PANEL \ DRWG # 20.1761
<br />1/4. 2/4. 3/4. 4/4. 5/5, 7/5,
<br />1W/iQ 211i SWI 4W/10, e/5
<br />5W/10, aW/11 a 7W/I1
<br />3• MAX ANCHORS: FOR CONCRETE SR SCHEDULE ON SHEETS 0 Or 6N
<br />-,. LRHLr--- FOR wood 6R SEDTIOIa ON S/EDTS to 6 11 — ^",• 3• LMMN.'
<br />OOO ® O O
<br />D.M.. 2 . 3 . 4 + (--� ;___T-_1- _T_-T___T__f___r_.r___r_-r 1"i" � /^-r-•T•--1--'f---T--Y-1--�---r--T- —__ _ _.T. __. __I
<br />ITff I
<br />T. � . _. _ __ ._ tip. _ .. _ . __ _ _ I a
<br />iia,TM s A ISeoTEii T % ; . ;%sz. - - i
<br />SECTIONS AS SiS.OW' EA, OVERLAP APPLICABLE) r (SEE
<br />SECTIONS AS APPLICABLE) II
<br />D.M..©.®. 4Ok .- --- -- - --•" •• -- --- -- --- ... ' -- - _ ... - -- - -- -- -
<br />4
<br />r•3; MAX..-- 1/4, 2/4, 3/4, 4/4, S/S, 7/3, �-. 3; MAX .-i
<br />1W/10, 2W/10, 3W/1Q 4W/10, 6/5
<br />5W/10, sili I( 7W/11
<br />ANCHORS: FOR CONCRETE SR SCHEDULE ON 0EM 6 A 9_—
<br />FOR w000 SEE ,oI SrLTIS ON SHEETS ,o . 1, - _
<br />REGULAR STORM PANELS C1� d: Q ELEVATION
<br />N.7.5.
<br />267• 1/4' Mo. CAP
<br />(TIN 01e1LM -1 WHOLE VALIDY)
<br />1/1• N
<br />MAX. GAP i .'( �.....,, %
<br />' 3:-T ' EN '••:4P F1.01tlDA aWLOtNe CODE h velocilly NMFFkOnW Zon9
<br />N 44167 �; IXMGo IlROa Ia. 20 GAGE OALVANI2ED STEEL slosh PANEL GLOBAL oAw
<br />rr :
<br />PROTECTION PRODUCTS, U.C. 07/w7MW
<br />N.T.S. ATE ITL�E CIMa. O
<br />.�'•., _ .WIG al. N HURT
<br />_, .... r oI. NHOHc AWE. R MILL 20-176
<br />FS..........
<br />ptN)IIIFiWIL IAr ENM99-qN GNMO Rs:
<br />S • N • ,�� a-a6Pn,6
<br />METER A RIII A.. r.47 E r 1H15T S r N
<br />INSTALLATION DETAILS FOR REGULAR PANELS() & t3A
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ANCHORS: FOR CONCRETE SEE WHIMULE ON SHEET
<br />_pQ1p�p �-(�DRoI(auCOwImIdI-k7-E Q{BKWLOCCCI9NE» "------- �! �PgRCC1[6DN� CRCTE 9LOCR AFpaW MNLTR-I-E B�LOCN
<br />, IN 100
<br />�E SEE f[CrINIOR SHIRT /2
<br />2er ,
<br />3t'
<br />.Eanm coLAEMI
<br />14
<br />amON _-9GIwXRa Gave °'r'
<br />I 9+ar. .Q0)
<br />J • Wn.
<br />OF
<br />--
<br />E� I �
<br />i I
<br />j,r 7WRNATGN I I j Iw M I I a = r�tW�Nr(�r b � iri( !; MwMa6a/'r:` • °`°'r �.�� -� i-{ J � t I I � � � 1:- -_� L
<br />u:. i '.i � I ,
<br />_ yyy
<br />7 ]p5• ' y ill R� 1 ;i WL11 W/ .. ___ _.. a i I rt 'I -� r' it
<br />YY ;' I r II' � � a 1• ��
<br />t/AY-Ion• i t/4Y-SOH,,• I tpraN,' J - , j
<br />I 1
<br />i
<br />106ARA•W 3•
<br />i I 507E
<br />I '
<br />I
<br />I ,
<br />I
<br />L'ONr. I i of t' °s.W'rif'1 � !pR �r w.. � D.a..®a11® RORTW ,• ML..
<br />I aialtl • ' I I MAX I or r ' r NIP.
<br />f`-i. L•./ j ' -� ::v ;/L.� 1 I tY In:r`%. //. '/./ .� MAX: '-_ ___.—_.__.AK1OR5: FOR CONCRETE m SCHEDULEFOR WOOD SEE Cr"G N SHUT 12
<br />9 --- - ---
<br />Ir MAIL GAP
<br />. W.. A00.1
<br />-)t/4. I ..T 1111,,4Y-20A3 4' S.S. BOLT DAN 0.06/P -t TonL WILM
<br />l9/ 7/B'Wf37• WNO NUT-_-
<br />. I2 1/2 O.C. ; l... CONCRETE Aisles
<br />(sE szam ON / Mt W/
<br />EOTIOTEIE AIOIlaS WTA90Wm � L__... OONCOM
<br />[ICON �I 6MQ7 9) 1/4' MAX.
<br />W/ iRD (SR 7C1101R5 ON '
<br />MIaT n ppyR�p �T n !.._ _xmy"HITE a ��N�-A (T�.)
<br />.._ _.EgLRED1E00NClE1[ 0R RVLCI[t[ vm O11 OKOL"M OLOo' BCN.E 3/J2•.1
<br />�MAMNf1GI[E 91DCR RrgWEa
<br />SELInm
<br />1TLOI7R®
<br />SCALE 3/6 a SCAT[ ]/6-t SCAILD -
<br />ND7E FDR r1WaY,V11O11 IX:
<br />E.D.. EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP A BOTTOM MWNnNCS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />N
<br />N
<br />0
<br />O
<br />Q
<br />N
<br />0
<br />U
<br />0
<br />t;O
<br />�_0
<br />C
<br />O
<br />^1
<br />W
<br />C6
<br />0
<br />0
<br />M
<br />LL
<br />0
<br />>
<br />.�
<br />En
<br />Z3
<br />E
<br />I-0
<br />O
<br />Z
<br />Z
<br />W
<br />J
<br />Y :Zf
<br />A U O
<br />> >
<br />O LLJ
<br />i
<br />C_
<br />=3
<br />ICU
<br />L
<br />C/)
<br />CL
<br />U
<br />0
<br />LL
<br />0
<br />Cl)
<br />VJ
<br />ICU
<br />LU
<br />Z
<br />Z
<br />Z
<br />Q
<br />J
<br />a
<br />SHEET NO.
<br />SH 1.0i
<br />
|