|
JIODJI NL.IU:I. .I...,Er:,IdL.. I..ILM:.•t., I- MNYaLLY'lal�■IIR1,.__ _ ). _ _ ...) I _
<br />1 L ECQ IIVC.
<br />TILLiT TEdTIN6 A ENGINEERING COMPANY
<br />PRODIIG•P LV . 2
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201 203 s r section 826 of 1h FloridaFI
<br />a per 1 e ldBuilding Code. Uniform static loads
<br />PaAD D['1' 17Vwjs(ATInN S•PETWT R(O 20. MOM 3
<br />S. MATERIAL CHARACTERISTIC AND 8PECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />�
<br />1 L ECO IfVC_
<br />TILLTf TESTING 6 lIIIBINEERINO COMPANY
<br />- ----- -UT, JF- --- - -
<br />TiLI,iT, JR, I'Ji Iiltrpo®w).wNn
<br />PRODUCT EVALUATION REPORT N:P.X T,AWI-xA 44161
<br />WATTRR A. TTLLM Tit., PA. --- tilteco®rOl.rnrt,LTEILA.
<br />rL eLt 1JnP,-So. N1A7
<br />'I CA Li - W.M7119
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />IL`.A.L..Nw.W"?19
<br />Testing, Inc., Reports # 96-6e9 dated 08109/1996, #96-570 dated 091181"1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, 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 04/1611998 and
<br /># 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7..LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 2e-0728.01
<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. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13. 2009.
<br />on sheet 1 of 26, as well as General Notes 1111 thn3 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: Stone Panels
<br />PRODUCT CATEGORY: Shu t m
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUWCATEOORY: Storm Panels
<br />2.3$TRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1e20.2 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: GlWal Protection Products. LLC
<br />MANUFACTURER: GIDha1 Protemtnn Products E E r.
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida BuildingCode. Calculations Prepared by THiteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />4800 S.W. 51 Street
<br />Davis, Flor1de33314
<br />dated 11/03/08 and O3/12J15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Welter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. nuit, Jr., P.E. (System
<br />Large missile Impact under section 162e of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-00D6719).
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr„ R.E. (System
<br />ID # Igoe) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />Globalod
<br />l leBusinessChapter
<br />81020-3, Method 1 D of the Florida Department of Business and
<br />4- WIND LOADS-RES STANCE:
<br />,tat+�"""++
<br />�A`t AA. T1(
<br />o�N' ...... .,�l✓
<br />61 G20.3 Method the Florida Department of and
<br />Professional Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />NTF'
<br />This product is tieing Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />-
<br />�� � 44187 •':
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />p0
<br />been verified for cDmpllance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, soot to verify that the product is for the purpose Intended
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />r�� - D
<br />---7
<br />i i1z9`7?®
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />14, 15, 17. 18, 19, 20 25 and 26 of 28, of Product Evaluation Document (P.E.D.),
<br />drawing
<br />�_ STATE OF
<br />/ d/�'•.•IORID
<br />at least equivalent to that required by the Code.
<br />No.20.176.
<br />.:
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />'bnSs/p�pj ENS
<br />"'++FN1I111N1'Mt
<br />This Product Eye luation Report shall be subject to review and revision in case of
<br />e Buikfing Code change that may affect Its Ilmitations and conditions
<br />5.
<br />a Building Code change that may affect its limitations and Conditions
<br />shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7,10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />DI T LTECO ADMON RECOTtDS A P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAOB
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCVMENT(P.E.D.):
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL% DRwp 42W 76% REPORT 2=4T28.O1
<br />Drawing No. 20-178. titled N20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 2e prepared by niteco, Inc.; signed and sealed by Waiter A.
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), dr'ewing No. 20-176.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tillit, Jr., P.E.; dated 07/28J2020. This drawing Is an integral part Q># is
<br />Evaluation Report, Akoil,e`
<br />�t aaNNNluNy
<br />rJ<(/T��
<br />sheets 1 thru 18 of 18 prepared by Tilteoo, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 0712712020, This drawingis an into tp '� is
<br />Ei1 A;,TQ1y o
<br />'
<br />�eerv�11.
<br />_ vvC NS6CENSF's
<br />Evaluation Report. � � n ^ '!�(
<br />- No.441ti7167
<br />*'
<br />���'� •* (�*�
<br />C>''•. fi
<br />' 2� STATE OF R;�
<br />STATE OF
<br /><444y�'7
<br />ss/
<br />h"" S
<br />IS
<br />t\��,��r
<br />6155 N.W. 36th S tEYOt, Suite 303. Miami, Florida 33166 -Phone: (305) 871-]530 -1tH1
<br />�ON1Ai t;,,a*"��
<br />"
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1 y+llpkAC36��1801-I53t
<br />'7uunnuaaAA
<br />rMu npuAA
<br />•
<br />0.]) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR MOOD BOARDS K MAKI ON THE
<br />DUSTING WALL AWCNORS SHALL SE LOW DgUGH to REACH THE WM STRUCTURE KWID SLICK FORMS.
<br />1. STORK PANEL MOM ON THIS PRODUCT EVALUATION DOCUNEM ((PP.�E.O. HW SEEN VEROIED A' M COMPLIANCE N
<br />ANCIKWAOC WALL 6E AS MENTIONED IN 6.1) AND IN 02).
<br />ACCOIIOAMM WITH THE 2020 (71h EDITION) Or THE FLORIDA PAUDWO CODE
<br />(C) G . O.AN Wit:
<br />OMON WOO IAADS SHALL BE OE MMO AS PER SECTION 16200E THE ABO,E MENIto"ED CODE,
<br />- 1/• TAPCG'1 • '`S AANUMCTURED BY I.T.W. SULK%. INC.
<br />- r14-10 PAMaMATE FEMALE D NO PANSA%TC PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A YID SPEED AS REOLARED BY TIE JURROICIION IYIIETE THESE ILIIIERS ALL BE NS7AUE'D AN0
<br />FOR A OIECTIONWJT'Y FACTOR Ifd-O.SS. IKONG ASCE 7-16 AND OWL TOT E(CEED 1H[ tN11L111Y (AS.OJ
<br />- 1/4'P lA0 SCREWS PER N.D.S.
<br />DESIGN PRESSURE RATNOS NWA10 ON SHEETS 7 THRU 12. 14. 15. 16. 19 A 20.
<br />- 7/10 r . 5/0' WOOD 6USHW AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECIALTY CO.
<br />N ORDER TO VD10Y THE ABOVE CONDITICK UL1%R E DESIGN WOO LCADt DETERMINED PER ASCE 7-14
<br />SHALL K FIRST INDUCED TO ASDDESIGN WINO LOADS BY "11PUb1fi THEN BY a9 01 ORDER TO
<br />CA WORM TWIEADW PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
<br />COMPARE THESE W/ MAR. (Aso) 66" PRESSURE RATINGS INDICATED ON SNEEM 7 THRU 12. 14, 15. IS, 19 At 20.
<br />AND PArELAILE FEMALE D.
<br />L THAT ANCHORS S IN P.E.O. NA YST. F YL11E NOT OVER STRESSED. A S INCREASE N ALLOWABLE
<br />S ORDER 10 WIND
<br />STRESS FOR WOO 1LV108 9R9 S4L USED N ?HER ANALYSIS. PASRNERS OPACONG TO WOOD WAS BEEN OETENO/ED N
<br />C.2) MNNUM TIYEADW PENETRATION Or LAC SCREW. INTO THE WOOD FRAME UNIT SIWL BE 1 1/2-. NO THREADED
<br />PEETM110N ONTO STUCO SINII K tONSIOE1rc0 AS PART OF THE REHXH9m tHMGOED PEKTMT1oN.
<br />ACCORDANCE WITH N.0-S. 2019,
<br />C.3) WM" EDGE DISTANCE OF LAC SCREWS, INTO WOOD OVAL K AS OOICATW IN THIS DRAWNO
<br />STORY PANEL'S AOEGUACY FDA IMPACT AND WIND REOSTANCC HAS KEN VDWIM IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING t TESTI O INC. REPORTS 96-569. 911 r. 96-T30 ND
<br />C.4) MIIMUA PETE7MlION O WOOD BYSIINC SNW. S/6'. 1/1' P-20 SCREWS USED BHHAl1 K t ,
<br />D BVSHM 1/ /2• LONG MMMIUM
<br />FEEGMT*N TESTING LAB. NC., REPORTS 112032 r /2124 . AS PROTOCOLS TAS-201, 1AS-202 AND TAR-203.MMkW
<br />ONOAO STUCCO EtST, AND FOR WALLS WITH STUCCO.
<br />TEST lie O SOUTH FLORIDA REPORT 10279.01 -09, AS PER TAS 201, TAS 202 AND
<br />AS WELL AS AMERSTANDARDS.
<br />TAS 20] STANDARDS.
<br />CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SIUOCO ON WOOD BOAID6 K FOUND ON THE E70SIIN6
<br />2. ALL ALUMINIUMEATRVSO6 TO ONS-10 ALLOY AND TEMPER. OOrESS OTHERWISE NOTED). SEE SHEl 2-
<br />BALL. ANCHORS SHALL BE LONG DMUGH TO REACH THE MAN STRUCTIM BEHIND SUCH PANES.
<br />ANCHORAGE SMALL BE AS MENTIONED IN CA).C2) A C.4)
<br />3. ALL ALU IN N SHEET METAL USED AT CLOSURES SHAU. HAW 3103-1,114 ALADY.
<br />(0) ANCHM SHALL K INSGLLEO FOU.UMW ALL O ME RECOM ENOATTONS AND SPELYKATIONS OF THE ANCHOR'S MAWAACTIR M
<br />4, AL STEEL 94M META PANELS SKI HAVE STRUCTURAL QUALM STEEL ASTIR A-663 DUDE SO MN,YU4, 0-00
<br />OALVANQED El[[L OELM)Iag1pN W/►Y- 063 W (AFTiA ROLLED),
<br />S. PANELS MAY A190 K ONSTALLiO IHOnZYINIALAY fOLLO'MN0 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (StHEETS 4
<br />=NOT
<br />THROUGH 6) EXUPT YHAT HIE,OEIR; r (,j) BE USED.
<br />5. AL SCREWS TO K STAINLESS STEEL 3" OR 316 APB SERFS OR CORROSION RnWAW COATED CARBON SEED. AS PER
<br />DIN 5001a W/ 6o NO YIELD STRENGTHNE AND 90 ko TEMSSTR W4 r SMALL COMPLY W/ FLORIDA IRNDNO CODE
<br />9. IT SMALL BE THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOLNDRIM OF THE SIRUCTIM W4ERE SHIDTER IS TO K
<br />SECTION 241 .3.3 a
<br />A TO 94$M PROPER ANCHORAGE. YNOS SHUTTER SEMI ONLY BE A77ACMED TO CONCRETE, ROCK OR WOW RIVAL'
<br />L BOLTS TO K ASTM A-307 GALVANIZED STEEL OR ASI 304 SEARS STAINLESS STEEL, WITH M to MINIMUM YIELD
<br />STRENGTH.
<br />10. EACH AEG" STOW PANEL WITH LEN6T/S OVEN $•-O THROUGH 12'-4•, AS PER SECTIONS 6, 6. 9 • 10 AND ALTLI MTMM OW,
<br />7 ANCHORS TO WALL SHALL BE AS MIDIRS:
<br />9W to IOW OR OATS S. 6 r 12 IESMI]VI LY. SWILL NAVE A LEGRE NO READILY VISIBLE MAN" INSTRUCTN6 00E1 OR
<br />TEFWR TO SECURE PANELS WITH ARLIUI,E RpYpICEWEW GRAND PERIODS OF MINRCWE WAMM,
<br />W IGym,••� PMIUD
<br />It. 11E NSFAUTION CONTRACTOR IS TO SW/CALK AL SIMRR CMP"Wa EDGES WMCH ROW" N CONGA/W5 CONIACT WITH
<br />- 1/1'F TAPCON ANCHORS AS MANUACTURFD BY LT,W. SUI DEA. IRC. (Mrs. rc-3192 P4+.)
<br />THE SUIDIG TO PREVENT WOO~ INTRUSION_
<br />- 1/4• • . 1/6- CAA -IN ANCHORS, A6 MANUFACTURED BY DEYMLT PC, (MN, ro-3000 P.F.I.)
<br />- 1/4'0 . 3/4• SOLID -SET ANCHORS. AS DMTRNUTM BY ALL PONY sGWW. BOLT r SPECIALTY CO.
<br />12, STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS MWATED N THIS OAMIRMG PLUS ANY BUILDING AD ZONING RECUATDNS
<br />(Min. 1'c-3000 P.al.)
<br />PROVIDED BY THE AOtU CT*N WHERE POUT 5 APPLIED TO.
<br />- /14-1G PANELYAIE TEMPLE D r PANETAATE PLUS ANCHORS. AS YARIFACTL40M BY EGO CONSTRUCTION PRODUCES.
<br />(MN. Cc-3.3S0 P.F.N.)
<br />I& (a) THIS PRODUCT EVALUATION OODUME1T (P.LO.) PREPARED BY T16 ENGINEER IS GENERIC AND DOES NOR PROVIDE INFORMATION
<br />- 1/4.0 CF TAP -OAP ANCHORS, AS MANUFACTUIED SY TRU-FAST COIMTON (r'P-3601) P.F.N.)
<br />FOR A SITE SPECIFIC PROJECT, 1-4. WHERE THE SITE CONDITIONS WAVE FROM TH[ P.ED.
<br />AI) MMUM DAKM MI OF TAPCON AI04M ONTO POUTED CONCRETE $WILL BE 1 3/4'; 2• FOR PAELWTE FEIANLE
<br />W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. RIRCHASE AND !INSTALLATION WALKING LIFE SAFETY OF THIS PRODUCT
<br />ow THIS P.E.D. P omm HE/SHE DOES NOT 6rA Thom THE coornow DETAILED ON THIS DOCUMENT
<br />ID AND PNQIAL7E PLUS AND 1 1/{• FOR 6 TM -GRIP ANCHORS.
<br />CONSTRUCTION
<br />CG4RRCTION SAFETY AT SITE IS THE ODNTMCTOR S AnPONSORRY.
<br />A2) CALK-N A 90LO-SET ANCHORS OIALL K EMKODLD 7/8- INTO THE POUND CONCRM NO MKDMEM INTO
<br />(e) THIS PRODUCT EVALWToN ODCUIENT WILL K CONSIDERED SNAG IF MOCFIED.
<br />STUCCO OHPLL BE PERMITTED. I/4. 9-20 SCREWS USED SHILL K 1 1/2' LONG MINLNY SHOULD STUO00 COST.
<br />ND t' MINIMUM FOR WALLS WITH NO STUCCO. NO MAY K HEADED SGIEWS OR ALL TREADED SCREWS W/O HEAO.
<br />(d) SITE SPECIFIC PROJECTS OWL K PREPARED BY A FLORIDA REG4ran ENGINEER ON ARISRTECT WHICH WILL BECOME TIE
<br />an WITH WON' HITS-
<br />DOM M OF WCORIC (E.OA) FOR THE PROJECT NO WHO WSL SE IIWONMUE MR THE
<br />PROPER USE OF THE F.E 0 ENGINEER OF RECORD. ACTING AS A OELECOHE ED EN004M TO T
<br />A.3) IN CA% THAT PRECAST STONE. PRECAST CONCRETE PA", PAVERS, STUCCO OR WOOD BOARDS K FOUND all THL
<br />P.E.D ENCOEYA. SWILL';'TO THIS LATYER INc SITE SPECIFIC WA M)S FOR AEAEW.
<br />DQSt1MG WALL OR FLOOR. ANCIGR SHALL K LONG ENOUGH TO REACH THE WIN STRUCTURE BEDD SUCH
<br />PANELS. ACHORAOE SHALL K AS MENTIONED IN ALI) AND IN ,L2).
<br />(9) THIS P.E.O. SHALL BEM THE DATE AID OMMOL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENONRR or R(CORO THAT PIIE9ARM IT.
<br />(0) l0 FYUD•EP GOTLTMIf aDG1[ IAIl ASEMH c-BB:
<br />- 1/a' I TAP0O1 ANCHIORS AS MMNUFACIIAED T I. T. W. OIALOCX, NC.
<br />it. SHNRW ER NUFACIURER•S LABEL SHALL BE LOCATED ON A READILY VISDLE LOCATION AT STORM
<br />• . 7/6' CNJHOR ANCHORS, A9 MIIABAC7lI11ED BY OEWALT ONC (Yw. Yc-t600 P,".)
<br />N' PAWL SHUTTER IN ACCORDWM WITH SECTION 1"0.2.3 OF FLORIDA OWDM COOS. ONE LABEL
<br />SHALL BE PLACED FOR EVEOPETMO. LOADJW TO COMPLY WITH SECTION 1709A.2 OF THE
<br />- t/4'9 X 3/4' SOUR -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. DDLT R SPECIALTY CO.
<br />FLORIDAS A BULDING CO.
<br />(MM- I. -TOW P.F.L) no OPAWM SHALL ONLY K VSED TO
<br />- 014-10 GANE.INTE FEMALE D AND FAME VATE PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRLXnm a,Nx OBTAIN PEMRIS IN THE STATEO FLORDA
<br />PRODUCTS (MN. rc-2071 P.c.I.)
<br />- 1/4• r OF TAP-aNUP ANCORS. AS MANNUFAC URED BY TRu-FAST CORPORATION
<br />0.1) MNMIIM EMBEDMENT OF TAPCON ANCHORS. FLCO PANELATES AND OF TM-GRP ANCHOR. INTD THE 'vC
<br />•,• •' l ILORIDA BUWNO CODE 11 h Vrlee Hu"Ict
<br />BLOCK UN StIAl K , 1/4•. „tr ALtaUa FC 20 GAGE GALVAMID STEEL STORY PANEL
<br />'• N0. 4 •;
<br />IT.
<br />t2) CALK-14 r SOLID-SCT ANCHORS "I BE EMBEDDED 7/0• INTO THE CONCRETE UNNIT. No
<br />1B7
<br />INTO STUCCO SHALL K KM"FD. 1/4. 4-20 SCREWS USED SHALL K 1 1/2` LONG YOIWUY STIOU
<br />EXIST. AND 1' MMO" POOR WALLS WITH NO SnXxO. 'Wt STA
<br />— �LowPIIOTEI:TION PRGDtiCTS. IlC. '
<br />n. ,. ..---..___:1 IL C .r• -. _ --
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />00HAAEIE AK'Ip9
<br />FOR REGULAR
<br />PANELSCI A
<br />BLOCK STRUCTURES
<br />tX HMAIIE /NCNDR9
<br />(la,GN
<br />ERR 9 TMOUW 9)
<br />CONCRETE OR CONCRETE
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<br />SOaE 3 t NO ��3/O�
<br />LD. - EDGE 05EN9CE
<br />(SEE SCHEDULE ON
<br />SHEETS a a 9)
<br />NOTE FOR gammurT1iY1 OF 9ECTEe-&
<br />TOP k BOTTOM MOUNTINGS CAN BE
<br />COMOn IN ANY WAY TO SUB ANY
<br />r INSTALLATION.
<br />COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1-)
<br />r--_ - _.. _...._... D.19B• (TOTAL WO N)- -..—._._ —. .._..-_.------. -'^, r-- ._-..._ 16., M• (TOTAL wvrH)-........--
<br />»-._ (ETTECTWE WVn----------------------+
<br />III I 1. 1 r- 1.3p0•- �'\.•100• Dan, MIN. THICK
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<br />PRODUCIrlICIVAIXATIGNIRNPORTNA, 2R4747 D2 2
<br />2.1 TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 whnessEld 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 1809.1.2 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 OC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-e and Tensile Test as
<br />per CIC Metallurgical Report No. IOKMA31S. dated December 1, 2010 signed
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING- CALCULATION&
<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 Tilteoot
<br />Inc., dated 12/18/10 and 08,127/13 (for this revision), signed and seated by Walter
<br />A. 7111tt, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANDiE:
<br />Large missile Impact under section 1009.1.2 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 1e
<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.
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<br />MAX. GA/
<br />1/4, 2/4. 3/4. 4/4. 5/5, 7/5.
<br />1W/10. 2W/10. 3W/10, 4W/10,
<br />5W/10, eW/11 a 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SIEEIS 6 k
<br />--- FOR WOW SEE KLTW 5 oN SNUI 10 ! 11
<br />PRnnrCT WAFA IIATION a.l[PORT NO. 26- 7.0 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, 5, 13, 14, 16. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />L 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. 20475.
<br />7. LIMITATIONS 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 Tliteco. Inc. and signed and sealed by Waller 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 Wafter A. TI(Itt, Jr., P.E. (Florida License
<br />No. 44187), President of Tiiteoo, Inc. (Florida CA-0006719).
<br />D:%TI TECO ADMON RECORDS V P. E. REPORT.20 %OLViAL P O mP14jN P� •
<br />GALVANME0 STEEL STORM PAN EL%DRM 1112D-176 S REPORT 020A7274,P'•.• OR1D
<br />I o
<br />BOLTED PANELS W/ 1/4I-20A,'
<br />LAG& BOLT W/ 7/B• a 3/32• 1 'r
<br />(SEE SECTIONS IS A APPLICABLE)
<br />_1 1 1_ (__i__l_1J
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<br />" 1W/10, 2W/10. 3W/10. 4W/T0, 6/S
<br />5W/10• 6W/11 at 7W/11
<br />-----_._._--_ _ANODRR: FOR CONCRETE SEE SCEDUE ON SNEER O r 9-------.. .._.__
<br />FOR WOW SEE SECTIONS ON SIHFETS 10 It11
<br />REGULAR STORM PANELS t1� A: Q ELEVATION
<br />N.T.S.
<br />D
<br />2.67•
<br />(1BNL t7HEBN ., EOHpE wVLEY)
<br />1/4 _!Ae. GAR
<br />INSTALLATION DETAILS FOR REGULAR PANELS A t�
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK ST UCTURES
<br />�y1a� coNCRrE ca"uaTE I oDRt2RETc '3'
<br />_....-.---........__....ACNOM: FOR CONCRETE SEE SCHEDULE ON INLET 0... _.__...__...__.
<br />OR CONCRETE BLOCK (----OR 0R CONCRETE SLOCK - FOR or, SFE SECTIONS all OEEr 12
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