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<br />TILLIT TESTING & EMINEERING C 1
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<br />2.2. TIES REPORTS:
<br />Large missile Impact and fatigue load tests were perfortned under Protocols TAS
<br />a. MATERIAL CHARACTERISTICS ANI) SPECIFICATIONSP
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />TILLIT TESTING A LINBINI!gVdN* COMPANY
<br />- -- - - - - .. -----
<br />22. TEST REPQFtT3
<br />Large missile Impact load tests were performed under SSTO 12-M standard as
<br />WAT THR A. TUYE, JEL, PE. tfiteca@wl
<br />201, 203 as pler section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing
<br />WALMA. TILLI-9 JIL, P.L FT ftltT�ftlxoln
<br />pr I
<br />PRODUCT EVALUATIK)N REPORT 44 r
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />'LI#L.?H.LI-1.44Ilr
<br />cAL16-N"0a061v
<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 end 21 of
<br />3N6
<br />Iti-A.LilivanNo. lijil
<br />Section 1709.6.3, per ASTM E-330. Test reports prepared byArnedcan Testing
<br />Testing, Inc., Reports # 96-669 dated 08109/1996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />Lab of South Florida, Report #0814.01-01 dated 03/11/02 wttfiessed try William
<br />PRODUCT EVALUATION REPORT
<br />#9ID-T3O dated 09/20/1996, all three signed and seated by Hector M. Medina,
<br />REPORT II 20-0727.02
<br />R. Mahner, P.E., Bortz Moroz, P,E. and Henry Hattern, P.E. and Report No.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04110/1998 and
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. UMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact andoplic
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated Marcb4,2000, signed and sealed byEdmundoLargaespada,
<br />loadings per Protocols TAS 201 IS, 203 as per section 1809.1.2 of the Florida
<br />P.E. and Henry Hattern, 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. Teo Report prepared by American Tsang Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 201 0, signed and sealed by Julo E.
<br />DATE: July 28. 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 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 />GonzalSI P.E.
<br />PRODUCT CATEGORY: shut*$
<br />signed and s"ed by Frank Grate, P.E.
<br />prepared by TIlteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT NAME., 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13.2009,
<br />PRODUCT SUWCATEGORY- Storm Panels
<br />2.&S RUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />per OC Metallurgical Report No. IOKM-1 318, dated December 1, 201 0 Signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Pra];Wbon Products. LLC
<br />and Naiad by Jecry Jaclofeno, P.E. as per ASTM E-8.
<br />MANUFACTURER: Global PMUWAM emducts,
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame Structures.
<br />48W S.W. 51 Street
<br />Davie, Florida 33314
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />48M S.W. 61 Street
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. de*n
<br />0svis, Florlds33314
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />1 PURPOSE OF liLUA71ON:
<br />I MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Waiter A. Tillit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />.
<br />This is a Product Evaluation Report Issued by Walter A, 7111111k Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44107), President of Tiltsco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report lssued by Wallitar A. 71111t, Jr., P.E. (System
<br />section 1804 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />Inc., dated 12/1 8110 and 08/27113 (for this revision), signed and somiled by Walter
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />k"IN041",
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A. T1IIIt Jr., P.E.
<br />GIG20-3, Method iD ofthe Florida Department of Business and
<br />C WIND LOADS RESISTANCE*
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<br />61620-3, Method ID of the Florida Department of Business and
<br />Professional Reguiliaon.
<br />Proliesslonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />3. MISSILE IM DIBE310-TANCE.-
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document il drawing No.
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<br />This product Is being Issued an Evaluation Report as desoribed herein. and has
<br />been verified for compliance in accordance with ft 2020 Seventh Edition of the
<br />Large missift Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />been vertiled 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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1.
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<br />Flodde Building Code, and to verifir 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 26, of Product Evaluation Document (P-E.D.),
<br />drearling No. 20-176.
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<br />I - 10. . 11.
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<br />at least equivalent to that required by the Code,
<br />4. NND LOADS REWTANCEs
<br />24 Gage Galvanized Steel Storm Panel has been
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />INSTALLATION:
<br />'Ti
<br />%,, 8/10NAL�";00
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />verified to sustain wind
<br />pressures, Maximum panel length shall beat indicated on sheets 3,9, 10, 11,
<br />a Building Clods change that may affect Its limitations and condifloris
<br />5.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />-
<br />a Building Code change that may affed 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 />sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />WATILL
<br />D�I TILTIECO AD MON RIECOROS I P. E. RNPORT�20 % GLOBAL PROTECTION PROD LIC TS, LLC I, 20 GAGE
<br />GALVAIA&D STEEL STORM FIANELk ORWO 9 X-1 70 % REPORT I 20LOM01
<br />2. EVIDENCE SUBMITTED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />2.1, PROOLLCT EVALUATION DOCUMEN-T-41A.E.D.)a
<br />Drinving No. 20 476, tilled "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 />2.1. PRODUCT EVALUATION DOCUMENT (P.
<br />'24
<br />24 Gap Galvanized Steel Storm Panel has been verlifted for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSM 12-99 Standard.
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />Drawing No. 20-1 75, titled GAGE GALVANIZED STEEL ISTORM PANEV,
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part %,tP,I6
<br />,
<br />Evaluation Report, 0%411 I fol"N
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<br />sheets 1 thru IS of 18 prepared by Tilteco, Inc., signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteRo,"�
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<br />6355 NX 36th Sftft% Suite 305, Miami, Florida 33166 - Photle. (305) 871-1530 .. ,
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<br />6355 N.W. 36th Street, Suite 305, hfionai, Florida 33166 - Phone: (305) 871- . . . -1531
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<br />GENERAL NOTES: 0 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAINELS. STUCCU OR WOOD BOARDS K FOUND ON THE
<br />PM M m sumom EXISTING WALL, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />�10POFAI
<br />PANEL SHOWN PRODUCT EVALLAT04 DOCUMDa (PEZ) HAS BEER VERM FOR COMPLIANCE IR ANCHORAGE SHALL IN AS MENTIONED IN 9.1) AND IN 92).
<br />P%M
<br />ACCORDANCE WITH THE 2020 (M EDMON) Or THE FLORIDA BUILDING CODC (C) jQ-UWZ1-oS= EVIL SPEOM �A%M - - 0 SS MIN �
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECT" 1620 OF THE ABOVE MENTIONED CODE. - 1/4-0 TAPCON M040M AS ~ACTUREV BY I 7 W SUPLOEX. INC
<br />FOR A WIND SPEED AS RECUIRED Bv` THE JURISDICTION WHERE THEN SHUTTERS WILL BE 0 AND ALE AS MANUFACTURED, BY ELOO CONSTRUCTION PRODUCTS
<br />- 1/4'# LAC SCIRM PER 14 O.S.
<br />FOR 4 I[ARECTIONAUTTV FACTOR KO-085. USBIG ASCII. 7-16 AND 5941 NOT EXCEED THE M=% (A.S.D)
<br />O"TGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, TQ & 20, - 7/16'0 , 5/9' WOOD BUSHING, AS DISTRIBUTED BY ALL POW SLRM, TOO A, SPECIALtY CO
<br />IN ORDER To VERIFY THE ABOVE cottoloom. L&T,vAn DESIGN ~ LOADS DETERMINED PER AscE 7-,e C I) MINIMUM THREADED PENETRATION INTO *OCD OF TAPOON ANCHORS %KALi BE I t/2" AND 2* MR eLco PANCIAATE PLUS
<br />SHALL BE FIRST REDUCED TO A -SD DES" WIND LOADS BY MULTIPLYING THEM ITY 0 6 IN ORDER TO AND PAPIRMAILE FEMALE 10
<br />COMPARE THESE W/ NO (A SO) OIESICH PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16. 19 & 20
<br />r 7) MINIMUM THRUM PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHAII BE 1 112- NO THREADED
<br />IN ORDER TO VERIFY TNALT ANVORS ON THIS P IV AS TESTED WERE NOT OVER STRESSED. A M INCREASE IN ALLOWABLE PERIETRILPION INTO STUCCO SHALL BE CONSIDERED AS PAW OF THE REQUIRED THREADED PENETRATION
<br />PRESS FOR *NO LOADS WAS Wt USED IN THEIR ANALYSIS FASTENERS SPACING to WOOD HAS Oft" DETERMINED IN
<br />ACCORDANCE WITH NDS. 2018. C 3) MWWM EDGE DISTANCE Of LAG SCREVIS. RIM WOOD SMALL BE AS INDICATED, IN THIS. DRAWING
<br />STORM PANEX'S ADEQUACY FOR RAFACI AND IINND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITTA SECTION 1626 Of
<br />THE ABOVE MENTIONED CODE AS PER HURIMICARE MMUMOO & TESTING INC REPORTS 96-M, 26-570 a 96-T30 AND C 4) MINWAN PENETRATION Of WOOD BUSHING SKALL BE 5/8' 1/4' 0-20 SCAM USED SNAU OF I i/2' LONG MINIMUM
<br />FENIESTRATION TESTING LAB INC, REPORTS #2032 A, #2126 . AS PROTOCOLS TAS-20i. TAS-202 AND TAS-203, SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS WITH NO PUCCO
<br />AS VVELL AS AMERICAN TEST LAB Or SOUTH FLORIOA RIEPORTI 0021 VDT-09. AS PER tAS 201. TAS 20,- AND
<br />TAS 703 STANDARDS. C 5) ift CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW WARDS BE MIND ON THE 00011g;
<br />WALL ANCHORS SKAU BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SCH&C, SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSfONS *0 BE VOGS-76 ALLOY AND TEMPER, (UNLESS OTHERINVA NOTED) SEE SHEET 2 ANCHORAGE SHALL 8( AS MENTIONED IN C I). C�2) & C 4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAU HAVE 31051414 ALLOY. (U) ANCROAS SHIAL BE INSTALLED FOLLOWING ALL OF THE RECOMMITNDATTIONS AND SPECOICATIONS Of THE ANCHDR*S MkNurAcnm"
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUMPAL QUALM STEEL. APM A-553 GRADE 50 MORMU0. G-60 6 PARELS MAY ALSO RE INSTALLED HORLZONTALLY FOLLOWAIG INSTALLATION DETAIL$ SHOWN ON SEV1<01 3 THROt 10 (SHEETS 4
<br />4!UiLVARI STEEL DESIGNATION WM. 58 5 Ila, (WTER ROLI.ED)
<br />THOROUGH 6) EXCM THAI NE40M (Z A 0 SHALL MOT BE USED
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATIED CARBON SIM AS PER 9 it SKALIL BE THE RESPONSIBILTTY OF THE CONTRACTOR TO VERIF'( THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER M TD OE
<br />ON 50018 W/ 50 Ito YIELD STRENGTH 40 90 TIN TENSILE STRENGTH & SHALL COMPLY W/ FLONTIM, 9VILDW. CODE
<br />ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />SECTION 24 11 3.34 BUILDINGS
<br />6 DOLTS TO BE APIA A-307 GALVANIZED STEEL. OR MS1 304 SMS STAINLESS STEEL- WITH 36 I,al MINIMUM �w
<br />STRENGTH to EACH REGULAR STORM PANEL MTN LENGTHS OVER IV-8 THROUGH 12'-4*. AS PER SECTORS 6. 8. 9 & 10 AMC ALTERNATIVES Be
<br />' ANCHKIRS TO WALL VIALL BE AS FOLLOWS 9W III VOW ON SHEFITS 3, 6 A 12 RESPECTIVELY. SHAil HAVE A LEGIBLE AND "CADLY VL54U MAJOUNG INSTRUCTING OWNER OR
<br />TEWNT TO SECURE PANELS WiTH APF"ABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) TQ_JV2M6_fi%P,ffMD_&QWAFoEo 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUPA ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS c,ONTACT WITH
<br />- I / *4 TAPCON AACHORS AS MAINUFACtURD) BY tTW BUTUER)�. INC (MK, rc.3102 F,) THE BUILDING TO PREVIENT WFNC/" INTRUSION
<br />- 1/4� # . 7/8' CALX-IN ANCHORS. AS MANUFACTURED BY OEVIALT INC (MIN. F-3000 p.ai.)
<br />1/4's 12 STORM PANEL INSTALLATION SHALL COMPLY W" SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />SGUC-SE`T ANCIORS. AS DISTRIBUTED BY ALL PLANT SCREW, ROLT A, SPECIALTY CO
<br />,�lT2/4*
<br />.
<br />(kkn 3000 TIA.i) I POVTOEV By THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- J14- 10 PANELMAIE FEMALE 0 & PANTELMATE PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I 3 (a) THIS PRODUCT EVALUATION DOCUMENT (P F 0) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(IW4N I� C-33M P.') FOR A SITE SPECIFIC PROAECT, it WHERE THE SFTE CONDITIONS DEVIATE FROM THE PED
<br />- I 0 CF TAP-0PP ANCHORS. AS MANUFACTURED By -RU-FAST CORPORATION ("t-3500 P-)
<br />TO CONTRACTOR TO BE RESPONSAILE FOR THE SELECTION, PURCHASE AMD INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT
<br />A. 1) MINIMUM DOEDUENI OF TAPCON MX40M INTO POURED CONCRETE SHALL 81 I ,VA- 2- FOR PANELIMIt FEMALE BASED ON tHiS PEO. PROMED HK/SHE DOES NOT VEvArr FROM THE CONDITIONS DETAILED ON THIS DDC,AVENT
<br />Q AM PANINIALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS 7NEE CONTRACTOR'S RESPONSS%f�
<br />A.7) CALK -IN & SDUD-SEI ANCHORS SHALL HE EMBEDDED 7/8- 04TO THE POURED CONCRETE NO EMBEDMENT INTO 10 THIS PRODUCT EVALL,0001 DOCUMCNT WILL BE CONSIDERED IMAILD W MODIFIED
<br />STUCCO SKALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LOW M04PAUM SHOULD Stucco EIOP.
<br />40 I" MINIMUM MR WALLS Wr" NO STUCCO. AND WAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) 99 SPECFIC PROACTS SHALI BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 41LL BECOME ftle
<br />BUT WITH WING MUM EMIGULDEF! Or RECORD (ED.R.) MR THE P"OXCY AND WHO WILL RE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P E O� ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A 3� IN CASE TKAT PRECAST STONI. PREC" CONCRETE PAWLS. PAVERS. STUCCO OR WOOD BOARDS BE rOUND ON TW 01.0 ENGINEER. SHALL SUBMIT to THIS LAFLER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />DOSTING WALL OR FLOOR, ANCHORS SHALL K LOW, ENOUGH TO REACH THE MAIN STRUCTURE B&ND SUCH
<br />PAW�S ANCHORAGE SHAL, BE AS MDMM40 IN A 1) AND IN 42), (s) THIS Pla SHALL BEAR THE OVE AND OFIGFINAL SEAL ANO SIGNAvURE OF ME PROFESSIONAL
<br />ENGINEER OF RECORD THAI PREPARED IT
<br />"I
<br />(BI !O,W?2."IAPI.10%nA,M,,CWIMOSI;IAS�k"Nt,WIACXT-U�R-M"91 i I A, SUILDEX, INC 74 SHUTTER MANUFACTURIM'S LABEL SK4U. BE LOCATED ON A READILY "OLE LOCATION AT STORM
<br />- 1/4� . , 7/3' CALK -IN ANCHM. AS WOUITACTURED By DEINALT INC PA14EL SHUTTER IN ACCORDANCE WITH SECTION 1709,2 3 OF FLORIDA BUILDING CODE, ONE LABEL
<br />(MINT e.-1500 p...) SHALL BE PLACED FOR EVIDITY OPENING. LABEAPIG TO COUPLI WH SECTOR t TOPS 2 OF 14E
<br />- t/4*0 X 3/4' SOUD-S,T ANCHORS, AS DISFROBUTED 9V ALL POW SCREW. 900 . SPECALFY CO FLORIDA BUILDING CODE
<br />(MIN I V I Wo P,.j) DITS DRAWING SHALL ONLY K
<br />- 014- 0 PANTELMATE fEWMILE to AND PANELMATE PLUS ANCHORS. AS MANKIFAiCTURIED BY ELCO CONSTRUCTION rl;,. I
<br />I
<br />DWAIN PERMITS IN THE STATE
<br />PRODUCTS cm,, "C"' 2071 9'.)
<br />"000111011
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<br />B 1) MINIMUM EMBEDMENT Of tAPCON AkCNORS. IELCO PAMELMATES AND Cf TAP-G" ANCHOR. INTO t"r .. ; -- -- FLORIDA BUILDING CODE (Iligh Ve1OCDy " one zone)
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<br />MOM STUCCO.SVILL BE PERMITTILD t/4- 0-20 SCRIEWS USED SHALL BE 1 1/2- LONG MINIMUM 514WUI POCCO -- - -� &M.
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<br />ALLAiINUM AN MONOUTMIC foo*x W/ ADDITIONAL " - - VARAMPAPPA,�ARN, PRO-C ")On-"-% TAP, ")s"-Ml
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<br />7. 1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated C%A
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<br />prepared by Tifteco, Inc. arid *nod and Sealed by Walter XT111111, Jr., P.E. .41
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES w-
<br />as defined on section 1620.2 of the Florida Building Code, -J
<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. Tillit, Jr., P.E. (Florida License
<br />No. 4411en, President of'nftw. Inc. (Florida CA-0006719). i
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<br />INSTALLATION DETAILS FOR REGULAR PANELS(l) & dA IN -TO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONOM 3= CR WOM INSTALWION DETAILS FOR REGULAR PANELS31 & U
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<br />- 4 COMBNO - -1 -1 - - - , , INSTALLATION. iW%,P fm,p .
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<br />N.X� .; . 4 W"..
<br />I .!V .. FLORIDA BUILDING CODE (169h I - FLORIDA BUILDING CODE (Mgh Velocity Nu conTs zano)i
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<br />I _ I I To,.. 7 ` t CONCRETE SLOCK 1, . -.
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<br />I I . = 20 MOE G&VA)UZM STEEL STORM PANEL CON, OF M., REOUNDD nPaimmasin. . No 44167 " 1 DRAWN I NOTE - , 44167 % I Dom IN, M
<br />fsoak"," i , * . = FOR COMBNAMM OE-NOII&O. . a
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<br />543715 a I' A TE SCALE 3/8.,- 1 ,- �� PRODUM U.C. "Is"Nae SCIBEVULE TOP & 907TOW MOUNTING a, � - - W/a/Me
<br />- WE - TEM - X GLOBAL PROTECTION WE. ATE - �-, GLOBAL PRMCTION PRODUCTS. I.I.C. WX
<br />- L ECO - DETAIL FOR SPACERS REQUIRED AT TOP Oft . up,- - I ECO.... 400 VLVL A vim - COMBINED IN ANY WAY TO Suff ANY , It - IILIECO.nc_ .6m IUF. 51 smm I Z
<br />TO I " t / 11 I GLOM PRoTrcnoN PRomm u.c. '"I""' . I.. .--- (SEE ON S; CAN BE f, -.
<br />ONAE, rL 1131. 0�--.,. I OINC. FL 3"I. -176 INSTALLATION. OR10k.. runt nannex, a �20r= ONAL FIL U31.
<br />SECTION 2A E �-� "1UUT TIVITAIIII . � �. (M)s$�76-k FAIL O,N)WW,M 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD HANDS - am IM"im, --=-%.-" "KNE (W)S�ISI& rAt'. EMA)"o-enn, 20 . ..:. WW-RNN - (M"-n.L To, GWHNPR-C,, <
<br />SCALE Vio-I" * - 1-1 Wwl= -X=-".�- ;C�0-!�J&1711`-- ---- , ;/ P14W. 20-176
<br />1111104.1 - " - . -M 51, III $TRW - j�= , , -40
<br />COLING AM - ORII) Ti SHEET 9) I I S -
<br />M %fl - I -- Ch- 11 !-.1 I - i � ft: CA'011114719 F- w� RA, 1 ��4 - - am AN- - I DAM AH-VAI !E.1 - - - - I - DRAWING ft __j
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<br />. 150 . ! f - - - — - - I - -- , I I - - -13-
<br />SHEET NO.
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