|
LL �.L4yd �s■Bat�■stsasB�a■La>•Is>b�l� a ,_-A ■�MMf� iYI➢(IG141V I,l .Idd .,LNG
<br />III' I " Tri i
<br />/Ti-11 ECO
<br />PUDj,[{"r EyA UATIONa_Rnp]MZ 1. QAM2M Z
<br />Wr N0 047 OI 3
<br />P1110l rKIVAIXIII AN al"IT Nn 9-a'12+^-7 2
<br />INC.
<br />I L ECO INC.
<br />T1uR TEiTIN01 a ENGINEERING COMPANY2
<br />WAT TRR A. TILLIT, JR F.E.
<br />2 .. TEST _REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />t3 MATERIAL CHARACTERISTICS A1wIQ.$PECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />Tlurr TESTING a lNOIN!lRItYO COMPANY
<br />-- - - ----- - -- - - -
<br />71eST
<br />2.2 REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />,
<br />° °) CO"�'
<br />201, 203 as per section 1628 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing
<br />WALTERA, TILL)•I; nL, P.E. ri:t6oD�Iol.eoM1
<br />PRODUCT EVALUATION REPORT TIT, ,hwwHo 4d1e1
<br />per section 1609,1.2 of the Florida Building Code, Uniform static loads as per
<br />AT: A f:,-.N.•000«-,y
<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 />rLN:.A, L,csN W.3004714
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared 13y American Testing
<br />Testing, Inc., Reports # 96-5e9 dated 08/09/1996, #96-670 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />of
<br />Lab of South Florida, Report # D814.01-01 dated 03/11/02 witnessed by William
<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 />R. ohner, P.E., Baru Moroz, P.E. and Henry Hattsm, P.E. and Report No.
<br />d
<br />P.E., Fenestration Testing Laboratory, Inc. repolls # 2032 dated 04/1811998 and
<br />0219. 1-09,
<br />0219.0E-09, dated February 25, 2009, signed and sealed Edmundo
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />Henryry t em, P.E.P.
<br />P.E. and Hattsm, Large missile impact and cyclic
<br />missilei
<br />Largaloadinge
<br />REPORT NO.: 20-0721.0E
<br />0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada,
<br />per Protocols TAS per section ,2 of the Florida
<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 />Building Code. Test Report prepared by Amencan Testing Lab of South Florida,
<br />Report No. 1123.01-10. dated November23, 2010, signed and sealed by Julio E
<br />DATE: July 28, 2020
<br />Tensile teat report No. 9CM-197 by QC Metallurgical, Inc„ dated Mardi 13, 2009,
<br />on sheet 1 of 28, 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 />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />PRODUCT SUS -CATEGORY: Storm Panels
<br />2P1$TRUCTURAL ENGINEERING CAN Cla AnS;nu
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and seated by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<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 bad and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Protective Products. LLC
<br />per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per Al E-8.
<br />MANUFACTURER: Global PP Awdan Predem L Q
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame
<br />48DO S.W. 51 Street
<br />2.3. STRUCTURAL ENGINEERING CALCUi ATION&
<br />4aS.W. 51 Street
<br />Davis,vlFtDlide33314
<br />dated 11/03/08 and 03/12/15, alerted and �eled by Walter A. Tilllt, Jr., P.
<br />str xturea.
<br />Davie, Florida 33314
<br />On 24 Gaga Galvanized Steel Stamm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />1. PURPOSE OF LVALUATIUN;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Wetter A. TiIIN, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report Issued by Walter A. T11111, Jr., P.E. (System
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Titteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. Tllilt, Jr., P.E.(System
<br />section 1604 of the Florida BuBding Code. Calculations prepared by Tliteco,
<br />Inc., dated 12/10/10 and 08/27/13 (for this revision), signed and seated by Waiter
<br />ID # to the Global Protection Products, LLC, Ruts Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A. Tllllt, Jr., P.E,
<br />0-3,
<br />6P�eskmW RagulaWn of the Florida Department of Business and
<br />4.1f1fINR LOAM RESISTANCE:
<br />NF,
<br />H�� Q A �T144/
<br />���
<br />61 G20-�, Method 1D of the Florida Department of Business and
<br />Profissbnal Regulation.
<br />3. MISSILE IMPACT RESISTANCE;
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />20 Gage Galvanized Steed Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />ytiQ '';CENgF
<br />--
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />Large missile Impact under section 1809.1.2 of the Florida Building Code, as per
<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 />_ — 44167
<br />been verified for compliance in accordance Seventh Edition of the
<br />SSTD 12-99 Standard and TAS 201.
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document P.E.D.
<br />( )
<br />_.,
<br />STATE OF
<br />Florida Building Code, and to verity that the product Is for the purpose intended
<br />product Is
<br />at least equivalent to that
<br />q required by the Code.
<br />,
<br />drawing No. 20.176.
<br />����fi
<br />—��� .. t0Rt0
<br />at least equivalent to that required by the Code.
<br />4. WND LOADS RESISTANCE•
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />In INSTALLATION:
<br />Aa,, h�ON ........G;�
<br />L ��;Le
<br />NIrNH1111M"'"
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shell be as indicated on sheets 3, 9, 10, 11,
<br />a Building Code change that may effect Its limitations and (xtrldttlona
<br />Installation shall be performed strictly in accordance with details indicated on
<br />a Building Code change that may effect its limitations and conditions
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />2. EVIDENCE SUBMITTED•
<br />2.1. PRODUCT EVALUATION DOC.UM[Off (P.E.D.I:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2 d D E
<br />(P...), drawing No. 0-176. Minimum separation to glass shall be as
<br />yVAl
<br />DA TILTECOADMON RECORDS L P. E. RBPORT.20 (OLOBALPROTECTION PRODUCTS. LLC 120 ®AGE
<br />o uvalveoSTEELSTORMPANa.roRwa•20,17s1REPORT0WDO ao,
<br />2. EVIDENCE SUBMITTED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1% 11, 13 thru le
<br />and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-17tt.
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121,
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P,E.D,);
<br />'24
<br />24 Gape 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 />sheets 1 thru 26 of 26 prepared by Ti taco, Inc.: signed and sealed by Walter A.
<br />Drawing No. 20-175, tMed GAGE GALVANIZED STEEL STORM PANEL",
<br />, Jr., P.E.; dated 07/28l2020. This drawing Is an integral part 1 fs
<br />Evaluation Report, .v"'"' 1 r"+rr
<br />Evaluation
<br />•ir��P A, 7!(uT,......,N!/
<br />,� �:'' �\CEN�.,�
<br />"'AW11RN1)p
<br />�IML 4 A' 71(
<br />J,GENSII(• •. 9,
<br />sheets 1 thru 18 of 18 prepared by TTlteeo, Inc.; signed and sealed by Waiter A.
<br />Tlllit, Jr., P.E.; dated 07/27/2020. This drawing is an inte�M(�►l+ , �s
<br />Evaluation yy(�y
<br />Report �° ��R A9
<br />�';;�CENSF., ✓
<br />EN1eE1rTN1
<br />. �•;VCENSF '•.�
<br />e_�—
<br />N0, 44167..4g167
<br />r��y�;
<br />;- fTd`f44167 5
<br />[�
<br />4�b167
<br />- *STATE
<br />O�v'' f10P.lOP
<br />OF
<br />£
<br />1
<br />° OF '415
<br />-
<br />S ' ........,.'•'�
<br />•......• 6
<br />'yy"�S/ONAt'��`L�a
<br />Ox' IORID
<br />F'' ...... '' ♦ .
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530-1's7if"tl} i�����i
<br />rA
<br />NNHLIun(la
<br />6355 N.W 36th Street, Suite 305, Miami, Florida 33166 - Phone: 05 871.E � S • (31)��'\� �
<br />C3 ) L8011-L531
<br />ysS/ONAL
<br />�"�NNNHuaA
<br />i r1u1nH„p1
<br />4NulNnln
<br />]siiS.Y
<br />6.3) N CASE THAT PRECAST SUM. OR PRECAST CONCRETE PANELS. StUl I* WOOD IOAIEDS BE ►OIJND ON THE
<br />E%ISRNG WILL. MIMM SNALL 6E LONG 00" TO REACT THE MMN SWA CRJM SE I ND SUCH PANELS,
<br />1. STORM PMa. $MOM ON 7,K PRODUCT EMWkM N DOCIINDIf ((Pp��LD)) HIAS B[DI VERIFIED FOR COMPLIANCE N
<br />ANCHORAGE SNAIL K M NF.MgNED N 6.1) NOD N Ell
<br />ACCORD NCE WITH TILE 2020 (lei EDITION) a 7W 1R0RIM SUA CODE
<br />(C) m aisrOG NT00 tMN. 9PEG1rIf meyrl e . 0.I6 MAI.t
<br />OESKN MID LOADS 9MML K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE,
<br />FOR A WIND SIRED AS REGIMES: MITTHE JURISDICTION WHERETHESE 9aRTERS WILL K INSTALLED AND
<br />- 1/4-0 TIIPCON ANCHORS. AS W/AVACFUM BY I.T.W. WLDEX. INC.
<br />- 014-10 PMUMIE Fill D AND PANELIMTE ill ANCHORS. ASMANUFACTURED Br ELCO CONSTRUCTION PRODWMi
<br />FOR A DIECTIONMDY FACTOR Kill USING ASCE 7- if AND SHALL NOT EXCEED M MAXIMUM (AS.D.)
<br />- 1/4.0 LAi WRM PER ".S.
<br />DESIGN PRESSURE PATIOS INDICATED ON SHEETS 7 THRU 12, 14. ta, 16, 19 A 20,
<br />- 7/16'. r 3/0' WOOD SU9aD, AS OISTRIBUTO BY ALL PONT SCREW. SOLI A SPECIALTY 00.
<br />01 °IDEA TO VOWY THE AW4 CONDITION. ULTIMATE DESIGN WOW LOON DETERMINED PER Al 7-1e
<br />SHALL K FAST REDUCED TO w$.D DESIGN WOO LOWS TOY MATTPLYNO TNEY BY O.6 NOR- TO
<br />THREADED
<br />C.1) MM6Mpi 1NEApTD FDETM710N INTO W000 OF 171PCON ANC110R$ 9,4TLL K I 1/2• AID 2• Flit ElCO PANELNAiE PLUS
<br />CMWAIE THESE w/ WALL M.D) DO W PRESSVK PATIN PDDAtm ON $HEM 7 TNU 12. 14. 13. 16. 1S A 20.
<br />AND n FEMALEDD.
<br />N OLDER TO VERIFY THAT ANCIORS ON EMS P.L.D. AS TESTED WERE MOIN OVER STRESSED. A 33X OCKM ALLOWABLE
<br />C.2) AMMUW EMFAM PENETRATION OF IAO SCREW. 000 THE WOOD FRAME UNIT SWILL BE 1 1/2• NO 11KADED
<br />PENETRATION INTO STUCCO 1NALL K CONSIDERED As PART OF THE KOUMM THREADED PENETRATIpI
<br />STRESS nM MIND LOWS WAS MM USED AtTHEN ANALYSIS. rA$MVM 6PAGa40 TO WOOD HAS MMM DETERMINED N
<br />ACCORDANCE WITH ND.3: 2018.
<br />C.3) IRa1W EDGE OWAHCE OF LAO SCAM. INTO Wa00 94ALL K AS INDICATED N TINS DRAM4
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VUbM N JOCOAGANCE WITH SECTION Ion of
<br />NE MOVE MENTIONED CODE As PER HURRICANE ENON[FRNO A TESTING NC. REPORTS "-NO. 26-570 A 66-T30 AND
<br />C.4) MNMM PENETRATION OF WOOD SUSNnO SMALL K 3/11 I/4' P-20 SCREW$ USED SHA L K 1 1/2' LOW MNWUM
<br />FD" MTON TESTING W. PVC.. REPORTS PM a 02124 . AS PPMOMS TAI-101. TAS-202 AND TAS-203.
<br />SOW) STUCCO EXIST. AND I' MINIMUM FOR 1Wl WITH NO STUCCO.
<br />AS WELL AS MOW.* TEST LAN IF SOUTH FLOOM REPORT /02,111.01-6s, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STANDARDS.
<br />C.a) N CASE TWIT PRECAST STOFE, OR PIECAW CONCRETE PANELS. STUCCO OR WOOD BOWVS K FWM ON THE ONTNG
<br />2. ALL ALUMINUMEXIRU9O16 TO fill ALLOY AND TEMPOI. (UNLESS OTHERWISE NOTED). SO Will 2.
<br />WALL, ANENOR$ SHALL SE LONG MM TO MACH THE WAN SIRLcnm soa0 SUCH PANELS.
<br />M4MOM4E SHALL K AS MEWO&O IN CA). Cz) A C.4)
<br />3. AL ALIIIMANI SHEET METAL USED AT CLORM 9AYL HAVE 3105-M14 ALLOY.
<br />(0) NNCMM 11"I SE INSTALLED FOLLOWNC ALL OF TK MOOMIKNOATIONS AND SPECIFICATIONS OF THE AKIOR'S WAIAIFACTIKR
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASM A-633 CRAM 50 UWWUM. G-e0
<br />GALVANIZED STEEL. DIMINUTION W/rV- Ss.b IPA (AF7CR RO.LEO).
<br />4 S. PANELS MAY AISD K MSTALIED MORIZXRITALLY FOLLOWING aKTALUTON OflAAS SHOWN ON SECTION J THROUGH 10 (SHEETSS
<br />THROUGH 6) EfCEPT THAT WADERS m A ® 94WL NOT K USED.
<br />3. ALL SCAM TO K StANLM SLEET. 304 OR 316 NSI SEPoES ON CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />SO MM YIELD STRENGTH Nip SO L" TENSEST STRENGTH A WILL CaWPIr ill/ FLORIDA BUIOIO CODE
<br />ION
<br />6. R SINALL K THE RESPONSIBILITY OF THE CONTRACTOR TOvOWY THE SOUNDNESS OF tW 3TRIN:TLIIE WINE SHUTTER 16 TO K
<br />2 1
<br />SECTION 41 .7.].1. ION
<br />SE
<br />ATTACHED TO OMM PROPER ANCHORAGE. 116S SHUTTER BYALL ONLY BE ATTACHED TO CONCRETE, BLACK ON MOOD nA E
<br />B11loNV4S.
<br />a BOLTS TO K AM A-307 OWIANN2ED STET_ OR AM 3D4 SUM$ SIAO&M STEEL. WIN 36 NM MIMINM YIELD
<br />STRENGTH
<br />10. EACH REGULAR STORM PAREL WITH LENOTIS OVER 6'-S THROUGH 12'-4•. AS PER KCion S. e. a A 10 AND ALTEAWND SW.
<br />7 AM04MS To MAIL 94ALL K AS FOLLOWS
<br />6W A IOW ON SHEETS 3. 6 A 12 rXWCCTNUY: $HALL HAVE A LEVINE MO WALLY YOU IAPD(M PairrRUCr@O owNO OR
<br />TEAM TO SECURE PANELS WON APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WNN"
<br />(N TO OGSTW P'OLM COiCPEM
<br />It. THE INSiAL1AT10N CONTRACTOR IS TO SEAL/CMAX ALL SHUTTER COMPONENT EDGES WNOH REMAIN IN COI WJM CONTACT WITH
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTUREDABY I.T.W. DAM. INC. pm rC-3162 p,,l
<br />THE B ROM 70 PREVENT WIND/MN WTKOMN.
<br />- 1/{• A r 7/e' CALK-N N=4(M. AS MMRIFACTIKD BY DLWALT INC. (MN. t',.30W P.11
<br />- 1/4" A r 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT A SPECIALTY CO.
<br />12. SrOMM PANEL 0WALRAMN SHALL COMPLY Oil SPECS PO rATED a THIS OPAMNG PLUS AO' SUmClHG AND 2ONNC REGULATIONS
<br />(Ale. rO-3ODO P.WL)
<br />PROVIDED r THE A)R*D"M WHERE Will IS APPLIED TO.
<br />- / MN. 33130 TE FEMME IO A 1AMELMAE PLUS ANCHORS, A9 MANUgLH1A1LD BY ELCO CONSTRUCTION PROOIICTS.
<br />(AN. r1-3370 P.P.+.)
<br />13, (a) INS PRODUCT EVALLMTI°N DOCUMENT (P.F.O.) PREPARED BY THIS fill Is °DVK NO DOES NOT F•RpylpE /NCrAbo ON
<br />- 1/4'0 tt TAP-0RW ANCHORS. As MMItIFA1;TIMFD BY TRW -FAST tXJRP011AT10N (re -Saco P.PI.)
<br />FOR A SITE SPECIFIC PROJECT: i... WHERE THE SITE CONDDIDNS DEVMTE FROM THE P.E.O.
<br />A, 1) MDOWM E B OMET OF TAPCON ANCHM Al POURED CONCRETE SHALL K 1 3/4% 2• FOR ►ANDMIAIE FCIIALE
<br />(b) CONTRACSON TO K RWOM" FOR THE SELECTION. PURCIAK AND INSTALLATION INCLUDING LIFE Still OF VMS PRODUCT
<br />BASED ON 1*0 P.LD. PROVIDED HE/SHE DOES NOT DEMIT FROM THE CONDITIONS KIARFD ON THIS DOCUMENT.
<br />0 AND PAIIDIIILIE PLUS AND , 1/1' FOR Cr TAP -OW A11C10R5.
<br />CONSTRUCTION SAFETY AT WE IS THE CONtRACTOR'S REW-ON96Uff
<br />A2) CALK -IN A SOLD -SEC ANCHOR$ SHALL K EMImOED 7/e- INTO TIE POURED CONCRETE. NO U4KDMENT INTO
<br />(0) THIS PRODUCT EVKWTI N OOCUMEM' WILL K t7f7NSID M OMUD IF MODIFIED.
<br />STUCCO SHILL K PERMITTED. 1/4'-20 SM" USED SAL K 1 1/2• LOW Moo" SHOULD STUCCO EXIST,
<br />ND 1• MINIMUM FOR WAILS WITH IO ETUOCO. AND WAY K HEADED SCREWS OR ALL TNEAM SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PRIDECTS SHALL K PMMM BY A FLORDA KWOM DO MMR OR ARCINW ANON WILL 6ECow THE
<br />MP WITH WIN: NUTS.
<br />ENGINEER Or RECORD (E.OR.) FOR THE RROECT AM WHO WILL K REOUMO E FOR M
<br />PROPER VK OF THE PE D. DOA= Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A3) N CASE THAT PRECAST STONE. PKCAST CONCRETE PANELS, PAVERS, ETUCCO OR WOOD OWN K FOUND ON THE
<br />P.E.D. ENGINEER. SHAWL SUMMIT TO THIS UTTER THE SIZE SPECIFIC ORAWNCS FOR REVIEW.
<br />DOS W WALL OR FLOOR ANCHORS 94ALL K LONG ENOUGH TO REACH THE MAIN SIRUCRKE MM SUCH
<br />PANELS. ANCHORAGE SMALL K AS ADRONE° N Al) AHD N Al
<br />(0) INS P.E.D. SHALL BEM THE DATE NO DAIWA& SEAL AND SOATUE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) TO FXLSH1He fa 1M5 ROCv WALL A_:_ [-aa
<br />- 1/{' . TAPOON ANCHIOR6 AS MANUFACIUnFA All 1. T. W. suWDEX. RTC.
<br />LABEL fHVSE TI LOPIIEO ON A READILY v1516LE LOCATION AT STORM
<br />11. 9H4ft $ TTER IN ACCORDANCE
<br />A'DCORERYCE WITH SECTION 170O tt BULOING ONE LABEL
<br />PALLL
<br />- 1/4' P r 7/6' CAUL -IN ANCHORS. AS W^WACTM N DEWALT MUG (WN. r4-1600 Ill
<br />K PLACED V WITH
<br />D
<br />FLOML K PLACED FOR EVERT OPTING, IAeELIO ro NOMrPIr wmH s[CTKN 17pPA.2 tt THE
<br />C 099,
<br />--,Ile
<br />1/4'P X 7/4' SOLD -SET ANC/DRS. AS OSTRIUTED Br ALL PORT SCREW, BOLL A SPECIALTY CO.
<br />(All 11-1600 ll
<br />- 014-10 PMOdMTE FUAIE IO AND PAIELIMTE PLUS MIC11016. As WAIAWACnAIM BY EtD CNSTRICTON
<br />FLpaDA BULpPO LgpE.
<br />THIS ORMMq SHALL ONLY K INTO ro
<br />PRODUCTS (MN. rC-2071 p...1.) Al oevm PDWM IN STATE NN' ►LORDII
<br />- 1/4• A CIF TAP -GRIP AIIC,ORS, AS VAMFACRIED BY TAU -FAST CORPOMION It A.
<br />11
<br />•••••• r FLORIDA
<br />�':
<br />B.1) MINA EMBEDMEM OF TAPCON ANCHORS, ELCO PA/IEUMIES AND tt TM-ORW ANCHOR. INTO TW VC
<br />SUILUNO CODE h V•bel Nu lea
<br />ILOCK UNIT SMALL K 1 1/4•.
<br />'• No. 4
<br />•. INOm Item .t
<br />` tD CASE ()AIVAWZEO STEEL STORM PN10.
<br />m2) CA)l A SOLID -SET ANCMORS 9IALL K DAKDM 7/I• INTO THE CONCRETE BLOCK UNIT. No
<br />187 :
<br />INTO STUCCO $HAL K PERMITTED. 1/4' .-20 SCRM USED SHALL K 1 1/2• LDMG WP1wM
<br />.
<br />PROTECTION ISAFVMMMM! uu:
<br />EXIST. AND 1' MINIMUM FOR WALLS WIN NO STUCCO. - 4:. C74
<br />.- (2 � 7 11I ..........• i'r,
<br />- I .a
<br />n
<br />maO0Mp1r"Mm I �
<br />i 2
<br />\`•� � \
<br />I Ara
<br />EjCy1
<br />I
<br />1
<br />t1011
<br />�
<br />I 61
<br />ItWP
<br />Wt�
<br />I
<br />1
<br />I
<br />t
<br />1
<br />I
<br />1
<br />EXSIIX: PO Q .
<br />MP6RETr R OE,6
<br />I +
<br />comcitm awe
<br />i-T-- • !
<br />! ,Up /r a •
<br />F
<br />1
<br />'
<br />_I
<br />roIICAEiE A0100
<br />A,•OWA W/ SAID ---`I
<br />'.� LHHA. a (� 4N.
<br />Air
<br />• al a6 rAWANd A)
<br />W" 11001W
<br />INSTALLATION DETAILS FOR REGULAR PANELlJ2
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COK IM AICH M
<br />amiuls I=MAUTMOUBt •)
<br />CONCOM momen
<br />EXeI1NG F'OUPIEo
<br />26m •�Y1iMa$ rH°M
<br />s1)\ f u4,4 --- --1 - I e„�i , .•7P el qA
<br />I* All
<br />{E-- T IALia
<br />m
<br />DOIfAL,E RLOUREa� • If AllAirw
<br />7M0 MR \ _•
<br />I j �T sm a b 1 CAM •
<br />I�ia��R•g3w � �'� � fl
<br />L: 1 AAAP •rf
<br />- • (All . (i"r nwN 4TM0 • � � � � ( 7�6WSAx• ai
<br />1 66
<br />'a Vr all
<br />•.a J " °°'• pD1/C11[61[Olt Er' i _. J Comm an EA• 1 '1 ,NaW,++n,•
<br />r
<br />R REOLotm
<br />CONCRETE SLOCK
<br />eLDaX
<br />L.
<br />¢N I TIIIam n \`•I
<br />cuuma
<br />I 1
<br />�11 1 I
<br />111iO4WL �
<br />_ AIRJIORf
<br />,LIMIAN n
<br />Cnim AM a= mamma
<br />SCALE 3/s.l
<br />IM'R
<br />i Mrfll
<br />(m BH M1cMCH r 4 7�
<br />tKE 1aNrtAE "uN.a • OA ((3y�E2 p,RyBE14'O a
<br />I166Ts 6 TIOOUM 6) M I Tn01MN II
<br />NUILa i11]tffi ALTiR!{A1E.IIi
<br />SCALE 3/e-1• SCALE 3/6.1
<br />EA - EDGE DRE4NM
<br />(SEE SESC 1EBLU 8 Sit ; N
<br />MOTE MR Op1,IBNATlot1 a BECID/LS:
<br />CCOOM M IN ANY WAY A BOTTOM 'ITo SUITCS ANYANY
<br />J 1 INSTALLATION.
<br />COMPONENTS FOR REGULAR
<br />dt LIFE SAFETY
<br />(SCALE 1/2-17
<br />STORM PANELS
<br />r-
<br />/C, "' • (-({T Al 2.eS7•
<br />2.000' , L mEN� TTYPP.. \
<br />'7 CODE \)
<br />II ` L,Q7+11L A �
<br />-13.1116• (TOTAL HYO1M)-- -__ .__.-_..__-___�__._-.�..�
<br />(EFFECTIVE WIDTH}___,_. _�._--. .
<br />°OW •Sm STEEL
<br />aEOE e6 IwMIM
<br />all OMY.
<br />4Le ,
<br />.........__ -. I
<br />� ' �T- i
<br />erTAa AJ '
<br />' (TOTAL wDTH}-...._. _.._._.. .___._..�
<br />AA�M�m
<br />A-M
<br />,��p<r' I '�� 2:u7" °M'�06°pWv.
<br />Z `• I TYR
<br />,._.
<br />'7 � EDGE
<br />LRTAII A �i
<br />� 7T'
<br />1.3110'
<br />1.31,J0'
<br />.350•
<br />© STORY PANEL
<br />(g FJID STORM Pyles
<br />9 t67'
<br />'., i 1.2 ..100' l6P' 1 .,?1 760_•r 1 . ,/4y.sq .Isy
<br />W/ NEM� EDGE. 1 .1001 Rif
<br />NW NXTED IUL l�RESs „• 7M'
<br />1+ 10 AN" • m AMINE a '•,
<br />12
<br />M�4= ;j_ a vi I u
<br />J y A a .3.
<br />r-0 �'Z +qP'� L....,.__.._.....-....5'Ww._..-------'•l L._I.WO'.. ,,Spp•�
<br />ISOMETRIC VIEW DETAIL A L-2.DOD• 2_°'l Goo ----
<br />ROUNDED DOMICA a ENDS OF PANEL'S
<br />END UP w( HEMMED EDGE.
<br />AO III .,cr e O - aiLyll: Q�l O Al ® ���UO� ® ����i
<br />i (N.T.S) �e�A,�r�� �4�IL
<br />-T MILKS rfiS�iOMi STUD
<br />�j 11,14aIt 2/14 + 4. Ty► .374' -OW.374'
<br />f - _ .`. __ _ Sao' '-Or iA n .,tie' - .-L 'j1' 10• �: s0' 4 , 4'r-sa 3" mRa
<br />,.4177-I.ilill .37a• • •.INN• fi- s4o' !-- a isI� 01°L
<br />e2aJ r -_ - ,.sit•
<br />I 1/1 MOLE 1dt �__�
<br />Well � 0~ All
<br />may. 2.3
<br />-E 1.__t .Sao• L__. . _ ._ _I i._--__.._I
<br />1 . /lh .Gay' OCA•
<br />7.000' SO KEY HOLE WASHER l.000••--
<br />W © writ TRACK ANGLE ® ,sX Or TRACK ® FLAT PLATED
<br />0.6w (MA) I-- a4 WITH STUD
<br />OALVANBm EYED, .3NL
<br />i 3r(YP V �•W .e7s•IF 1.0a3• �: � VGEN�(•' �:;ri
<br />No. 44157
<br />j FLORIDA BURPING CODE h Vsl•al Nurrkom Zone
<br />j '0LL•'I PU7ED 1I IArr ar°07T0YPARa •,STATE F (9 KEY HOLE. am MnaL M 20 BADE O&VANM SEER STORY PANEL rA'
<br />i_-- .126--+ 1-:I awn W.
<br />-erotic - !lam` O,N'•. t0
<br />L PROTECTION PRODUCT'S. U.C.. p1/a✓aae
<br />2'X7"X1 /Aa 1L E C O EMS. 4= M. N anon we
<br />ATOKMAY, UK WINO MIT Ill ant. 0. 311M.
<br />• ... a >r N4► now (PM)r-76M, M. Lr41ra-am 20-176
<br />ALUMINUM AllMONamc AAWa r/ AOOrIOIWI n..TaA,P,-,w.Ae, Pn-" aIIILr W
<br />arms nlaln'iu1m M7EW l w, rt - Ba7 7 or r
<br />7NRWAR PLUS ON IPA VP-OO K N �j-
<br />SOQNE al sew 6 A 6) a TIIIOWX I)
<br />+n-
<br />Wro°DNwo i E C
<br />1
<br />1 i DON°O"ang BL°ROCL
<br />Ko1MED.
<br />1
<br />1
<br />I
<br />' Y'W i
<br />1 9Y � of Wg7 6
<br />"' 1 - MOSMWtW,
<br />�1°I' Ia . TO Are
<br />I '
<br />I Y I
<br />J
<br />I
<br />DIISME POU MDcokvmm
<br />r
<br />Owelim �
<br />r
<br />I CONCRETE Ell / ,
<br />cm SawaAE ITN -- / ��.:.
<br />(9�fin�I�a n w Bell I Taal" n
<br />➢r,{ �E 3/h1•
<br />THICK ALUM TUK OR I' P -..I
<br />"IOWSOTIIxO/ P.T. WOOD PLATE SPAM /
<br />I
<br />AIM. TUK OR 1'
<br />} I P T. 7ID TaTall G EPAC1
<br />d _b� conam iC ANCH M I
<br />1
<br />(SIDEM SHIM a OLMN°N n7 ; 1 C. M.
<br />IWm� 1 ,(sueCONCRETE BLOOM !r7 TIOCW DMIL FOR SPACERS VM= AT TOP 21
<br />TFM
<br />fCALt ]/6-1'r]/6-1
<br />ROTTOY TRACKS AWAMIT TO STUCCO
<br />I
<br />Q.1i- r—
<br />L--4.2
<br />VJ I j
<br />OmIA. AAL nRi[ r ..
<br />rut
<br />_ TOLE s/16-1 .AWWUAP
<br />- i � e.ee R fPUN1
<br />LAw
<br />T Ar BI
<br />V I 77R j � 7R.N M u'�'ac ` '•
<br />' M`l ®,.
<br />I
<br />CASE C (PIMI
<br />/4. rii W • fr'";.tir ""P mac, M6
<br />LAID e}�m mouilffm 1Lw l
<br />E.D. - EDGE DISTANCE I �57{�Rla
<br />(SEE SCHEDULE ON ( -0-0 L CASE F f15
<br />SHEETS e A 6) 1ICALf !/1F
<br />TOP A BOTTOM MOUR/IRFGS GIN BE
<br />COMOWD IN ANY WAY TO SUIT ANY CASE E (Ell
<br />INSTALLATION. -._...... SALE 3/I5-1`
<br />1/4. 2/4. 3/4. 4/4, S/5, 7/5.
<br />3
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1e 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, 15 and 18 of 16, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />C .MATE.RIALA_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 specificattons shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20.175.
<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. Tlllit, 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. TRItt, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />D:1 TILTBCO AOMON RECORDS I
<br />GALVANMED STEEL STORM PANEL
<br />-T - -
<br />T ►
<br />4
<br />Eb i
<br />BDLTED PANELS W/ 1/46-20r1•_
<br />96A. 0 EAL /OAP 3/32•
<br />(SEE SECTIONS As APPLICABLE)
<br />f0
<br />' J 1/4, 2/4. 3/4. 4/4, 3/5. 7/3, s• AMAX
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, /W/11 a 7W/11
<br />ANGERS: FOR CONCRETE SEE SCHEDULE ON SHMM 6 A 6-___--
<br />---�- - - MR WOOD six swroo oil s1EETs 10 A 1,
<br />REGULAR STORM PANELS MA & ELEVATION
<br />N.T.S.
<br />2.er
<br />OW 0~_ -1 WALE VALLEY)
<br />1/4'_!!CAP
<br />INSTALLATION DETAILS FOR REGULAR PANELS(i) A dA
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ OUKDCONCRETEpg1lKp �Q{REQ ANCNDa$: FOR O SEE SEE M ONE_.-
<br />GL CONCRETE SLOW (�.. CC611CK/CO E eIOCK r---DR OMICETE rz6LOCK rdl M000 J.D.' sCC110115 ON sWET ,2
<br />�- 1 ! I' uw.
<br />HEpU/ED NTD2LwED NIi0l1IED \ , ,�Y) I" MM.,
<br />A/IOLgi AtIO16Ra y a S. itam we .�
<br />.. .._.___. - OIRIIM .1 MIRE
<br />_ A,DINORS ' 1 (16l
<br />I �6cHmNt ON I eDRNAE at salmlflE oK � � � B6,B(A1 I r
<br />J _
<br />I n C -. n D.Y.
<br />I it
<br />Me
<br />= E-
<br />E I ` III 1 1 I j i I III I or $
<br />E I l \ I MAX
<br />I \ I \ I rM1 i ri. .iDLLSW/ Ii
<br />\ \
<br />OVVLW
<br />--t�� - � 2s i A'•"iR'�AipaW � � � i•nw°' ? Ili i I.-f j ' 1'� I ALiI � 31 li I I I II � 11 I I A
<br />I
<br />1 I 1 II
<br />I I I
<br />I �
<br />1
<br />, I
<br />I I
<br />n 1 I'iA' i0.RE'liT'17 , - V' I'a/s4.�iDL�ia'M/ ' 1 ai iaLTN'I'• VAX
<br />Di
<br />• aLH i 1 $ 4iNo N R • r,ol
<br />a7MWAr. NNM6M I I
<br />I
<br />r v, r I � I I I I I j" I I I
<br />I l I 11 I r
<br />�I + J I LOB � I +i �.- a 6, >4 aIn$ EIrB ]• WPC.
<br />I�eIANa I . '�' aOyAAL I i of 1• M°A '1 3OX Y Moll. ._ 0.16.®m ® L61BYD S • All
<br />OF I I kw i OF i' I;' :,• MN,
<br />MAX
<br />•X/w'�'r I -�y , '•'%i _ .. POOMM: root CONCRETE SEE SCHEDULE ON STET--
<br />f FOR WOW SEE SECTIONS ON STET 12
<br />EL
<br />/ I
<br />/r s N3/3Y-
<br />1 f JI °A H _ r i , Al GAP,
<br />T .mcr 2.e7'
<br />I
<br />I
<br />r ^�riiw. r1 /s.s. BOLT ' } / 'R Owl user-, raE WWIn) -
<br />(A,YAiaW .�_
<br />CONCRETE ANCHOR;
<br />(aa fa 0 1 ws wee rAn
<br />- • 12 1/2 O.C. CONNIM ANDIIOM t
<br />ET SWBWK a'/4• AN
<br />W/ 111E (UK X"ll" ON �. ..
<br />sNm n °W A) ,. _ Moo CONCKR OR SEt.T101w1 A -A fT1/D.i
<br />- -- F01111F0 OOMCK7[ OR WIIdE7E001 °1
<br />REoIARm wGCN Ito1NARm
<br />SCIE 1 SCALE 3/8-1•
<br />EA - CODE DISTANCE ND1E FOIE CI)1KI4ATION OF Mrr+wee.
<br />(SEE SCHEDULE ON TOP t BOTTOM YOI1FI71F1G5 CAN K
<br />SHEET B) COMBINED IN ANY WAY TO SUIT ANY
<br />1NSTALUATION.
<br />SCALE 3/32•-Ir
<br />N
<br />(D
<br />C
<br />Cn
<br />_
<br />U
<br />N
<br />O
<br />�
<br />O
<br />N
<br />to
<br />ev
<br />O
<br />cn
<br />-�
<br />(D
<br />=3
<br />-r�
<br />CU
<br />U
<br />O
<br />CO
<br />-0
<br />-L
<br />0
<br />�
<br />C
<br />_O
<br />iU
<br />LL_
<br />�0
<br />CU
<br />>
<br />.�
<br />-0
<br />E
<br />Q
<br />�
<br />0
<br />M.
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />•
<br />10
<br />CV
<br />M
<br />o
<br />i
<br />L In x
<br />�
<br />'
<br />J -C
<br />c
<br />4,D ty
<br />NY
<br />N
<br />C M
<br />Jl r'1
<br />N
<br />•� N
<br />CAI , T
<br />�-
<br />3
<br />�
<br />mi
<br />C) O
<br />>>
<br />°w
<br />CIO
<br />W
<br />C0
<br />cu
<br />L
<br />QD
<br />U
<br />cu
<br />0
<br />aL -
<br />0
<br />W
<br />■
<br />�
<br />cu
<br />Cw
<br />G
<br />Z
<br />Z
<br />Z
<br />Q
<br />J
<br />QL
<br />CA
<br />SHEET NO.
<br />SH 1,0
<br />
|