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<br />PROBTICr
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<br />PRODUCA'XVALVATION REPAORT Nin, 204TI7,02 2
<br />ERnlD11CrRVA1-IIATLQXAXk=XCL 244717 3
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<br />LTE 4C � 0 1 m c,
<br />TILLIT TESTING a ENGINEERING COM PANY
<br />WATTRR A. TILUT, JR., P.R.
<br />22-MT REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />0. MATERIAL CHARACTERISMS.AND- SPECIFICATIONS@
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />TILLrr TESTING & COMPANY
<br />WALTMA.nLUTM,P.E.
<br />2.1 TEST REPORTS,
<br />Large missile Impact food tests were performed under SSTO 12-99 standard as
<br />S. INnALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />44,47
<br />201, 203 as per section 1626 of the Florida Building Code. Unftrrn static loads
<br />cheat 1, 2 and 22 of 20, of Product Evaluation Document (P.E.D.), drawing
<br />tilteCO&OLCOM
<br />]PRODUCI FIVALUATION REPORT ftPR Lkemieello 44161
<br />per section IW91.2 of the Florida Building Code. Uniform static load& as per
<br />Ghosts 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.).
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor speofficiations shiall be as I ndleated on Sheets 1, 7 and 21 of
<br />Section 1709.8.3, per ASTIM E-330. Test reports prepared by American Testing
<br />drawing No. 20.175. Minimum separation to glass shall be as Indicated on
<br />Tatting, Inc., Reports # 96-seg dated 08/0911996, #911-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), draving No. 20 -17&
<br />Lob of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />sheets 3, 0, 13, 14, 16, 10 and 18 of 18, of Product EvalualJon Document
<br />PRODUCT EVALUATION REPO
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />(P.E.D.), drawing No. 20-173.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />02119,011-09, dated February 25, 2009, signed and sailed by Edmundo
<br /># 2120 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. ITAMNS AND CONDITIONS OF USE
<br />DATE: July 27, 2020
<br />Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORTNO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and vested by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida
<br />1L. MATERIAL CHARACTER1971CS AND SPECIFICATION&
<br />DATE:
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shelf be otric* In compliance with General Notes No. 1, a thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared byAmerican Tasting Lab of South Florida,
<br />Report No. 11123.01-110, dated November 23, 2010, signed and suled by Julio E.
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />July 28, 2020
<br />Tensile test report No. OCM-197 by OC Metallurgical, Inc., dated March 13. 2009,
<br />on sheat 1 of 26, as well as General Not" # 1 thru 4 and 11 thru 16, Indicated
<br />on shoat 21 of 25 of Product Evaluation Document (P. E. D.), drawing No. 20-1 T6
<br />PRODUCT 111111,111111-CATEGORY: Storm Panels
<br />Gonzale4 P.S.
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E. D.), drawing No.
<br />20-175.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by TIltsco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SU&CATEGORY: Storm Panels
<br />2"TRUCTURALfN INEERING CALCULAT1ONS!
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile test report No. QCM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />a Igned and sealed by Frank Grate, P.E, as per ASTM E-S and Tensile Test as
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), dnewing No. 20-175.
<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 w1nd load and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />per OC Metallurgical Report No, I OKMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />MANUFACTURER: QWbaLPn&Ad&mEmdudLL=
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 ofthe Florida Building Code. Calculations prepared by T'Ifteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />MANUFACTURER: Global PWJWVon Products. Ll-r-
<br />48M S.W. 51 Street
<br />2-3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7. LIMITATIONS AND CONDMONS OF USE
<br />4800 S.W. 81 Street
<br />Davis, FlorldiB333114
<br />dated 11/03108 and 03/12/15, signed and "sled by Walter A. Milk, Jr., P.E.
<br />wood frame strLicturea.
<br />Davis, Florida &3314
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel length va. design
<br />7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />1. PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RIE-SISTANC
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATIQN@
<br />wind load, as well an maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accordance with
<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 Waiter A. T11111, Jr., P.E.
<br />This in a Product Evaluation Report Issued by WaIII A. 7111111. Jr., P.E. (System
<br />La rge missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44187), President of Titteco, Inc. (Florida C-A-000671 9).
<br />This is a Product Evaluation Report issued by Witter A. TIIIIt, Jr., P.E. (System
<br />section 1004 of the Florida Building Code. Calculations prepared byTilteoci,
<br />Inc., dated 12/15110 and 08/27113 (for this revision), signed and Reeled by Walter
<br />ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A T111111, Jr., P.E,
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />01 020-3t Method 10 of the Florida Department of Business and
<br />PrIchoslonall Regulation.
<br />4-MND LOADS RESISTANCL,
<br />20 Gage Galvanized Steel Storm Panel has been verified to Sustain wind
<br />A T144/.
<br />ENS
<br />91020-3, Method 1 D of the Florida Department of Business and
<br />Preflinuilonal Regulation.
<br />3. MISSILE IMP -ACT RES13TARCE;
<br />as defined an section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed Into block.
<br />This Is being Issued Evaluation
<br />pressures. Maximum panel length shall boas Indicated on Sheets 8, 10, 14,15,
<br />This to being Issued an Evaluation Report as described herein, and has
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />poured concrete, concrete and
<br />wood frame structures.
<br />product an Report as described herein, and has
<br />16.19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />44167
<br />product
<br />been for
<br />SSrD 12-99 Standard and TAS 201.
<br />boon verified for compliance In accordance with the 2020 Seventh Edition of ft
<br />Florida Building Code, and to verify that the product Is for thie purpose 1 Mended
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10. 11.
<br />P
<br />verified 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 />Plioduct Evaluation Report prepared by Walter A. Tfilft, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code.
<br />14, 18, 17. 18, 19, 20 25 and 26 of 26, of Product Eval ustion Document J P.E. D.),
<br />2%L4-. STATE OF
<br />at least equivalent to that required by the Code.
<br />No. 441(17), President of Tilteco, Inc. (Florida CA-0006719).
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Buildiing Code change that may ~ Its limitations
<br />drawing No. 20-176.
<br />S. INSTALLATION:
<br />NA
<br />1% PONAk.
<br />01111fislitnAll
<br />This Product Evaluation Report shell be subject to review end revision In case of
<br />a Bulkling Code change that may affed Its limitations and conditions
<br />4. WIND LOADS RESISTANCIEw
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length &hall beat indicated on sheets 3, 9, 10, 11,
<br />and conditions
<br />2. EWDENCE SLISMITTEDs
<br />Installation shall be performed strictly in accordance with details Indicated on
<br />shosts 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, at Product Evaluation Document
<br />WAI'LL
<br />DATILTECOADMON RVCORCS I P. I. REPORT.20 kGLOBAL PROTECTION PRODUCTS,
<br />2. EMDENCE SUMMMIEDo
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />Maximum Anchor Spacing shall be as Indlosted on shoots 5, 9, 10, 11, 13 thru 16
<br />-
<br />2.1.
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shalt be as
<br />LLC%20 GAGE
<br />GALVAN4= STEEL STORM PANItLk DIEM 9 20-178 %REPORT# 2D4MOI
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCT EVALUA71ON DOC UMEN1t9JMJ-
<br />DrintAno No. 20476, trded "20 GAGE GALVANIZED STEEL STORM PANEL21,
<br />indicated on shoots 8, 14, 16, 25 and 28 of 20, of Product Evaluation Document
<br />(P. E. D.), drawing No. 20-176.
<br />21. PRO13UCT EVALWMQN POCUMENT (P.E.D.)
<br />*24
<br />24 Gage Galvanized Steel Storm Perot has been verified for code compliance to
<br />work as a non -porous Storm shutter assembly, as per SSTD 12-99 Standard
<br />WATU 57i
<br />sheets 1 thru 26 of 26 prepared byTifteco, Inc.; signed and tested by Waftw A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an Integral part,9A, 016114
<br />w111111111#0
<br />Drawing No. 20-175, tMed GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru IS of 18 prepared by Tilteco, Inc;; signed and stated by Waiter A.
<br />011111111
<br />D:� TILTECO ADMON RECORDS P. E. REPORT.20 OLt.L 1-41 NP GE
<br />GALVANIZED STEEL STORM PANEL WRM020-1170 REIPOWS
<br />Evaluation Report, %it, 1
<br />A. rQ1%%,,
<br />'Pro
<br />A-4
<br />P,
<br />�rENqe
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an lnte%A#
<br />Cial
<br />Evaluation Report. 0 1%.
<br />010 . i
<br />, 51
<br />4A
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<br />f1foiII111110110
<br />Mill .44167
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<br />6355 NX 36th Streel, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1530 - W111 el
<br />NAL
<br />63M NX 36th Street, Suite 305, Miartril, Florida 33166 -PbDue: (305) 871- -1531
<br />........
<br />NAL
<br />11)JIS11141 0
<br />B 3) 24 CASE THAT PWM SIONE. OR PRECAU CONCRETE PAIMELS, STUCCO Oft WOW BOARDS K FOUND ON THE
<br />OWN" vague
<br />EM. WALL ANCHORS IIHALL BE LONG ENOUGH TO RUCH THE MAIN STRUCTURE @DOM0 SUCH PANELS
<br />I S?Cft PANEL SOM ON THIS PRODUCT V1O1.UAT1QW DOCUMIDIT (P.E.O.) 40 SEEN VOWU FOR CMWLVAIM 01
<br />ANIC"ORACE $HALL N AS MENTIONED IN 9.0 NO IN 9.2)
<br />A*DMV= WITH THE 2020 (70 OPTION) OF 119 ROMA K"M CODE
<br />cc) 116ANIX 0.11
<br />DOWN W*C LOADS SMALL K DETERMINED AS POP SECTION IWO Of THE A5CME MCKTIONED COOL
<br />F A = A THE NABacnin toem
<br />MKI-CrIf �3"KM%LL S "Elle K=
<br />Qa
<br />t5/M4# ON NfC1`H=2FEC!qWCAG@WffiAffMr' M� BY W MUD. INC.
<br />I I., r I`
<br />- #14-10 PANELMATE FDA" 10 00 "POLMM PLUS ANCHORS. AS WAWACTLINEE) Irr ELCO CONSTRUCTICei PRODUCTS,
<br />1/4 LAD 5=0 PER N.D.S.
<br />SMOD
<br />"MR A FAR 3 = 1_16 AM AHVI EXICE OUTHE
<br />Of SM PRESSURE RA7OW MWATED 00 $HIS, 7 THITU 12. 14. 15. IIL 19 & 20,
<br />7/4*0 . 5/6' WOOD OUS"ING. AS DISTRIBUTED Of ALL PW SCREW. $00 a SPECIALTY GO
<br />mi ORDER TO VM" THE "M CONDITION. ULTINNITE DESIGN WW LOADII DUDIONMED PER ASM 7-16
<br />SHALL SE FIRST REDUCED TO AS.O. DESIGN WANCI LOIAGIO fff MULTIPLYING THU BY 0 a IN DROol TO
<br />CA) MOOMUM T1eWAM PENETRATION "I'D WOOD Of TAPCOM AMC110115 SWU K 1 1/2- AM 2- MR EL" PMWAATE PLUS
<br />COWMK TIMESE W1 WX (A.S.0) OLSM PRESSURE PAT*M WOCAr[D ON SHEM I THOU 11. 14, 15. 10. It At
<br />AND PM43AVJI FEMAUE ID.
<br />I" GPM TO VIDIFY THAT ANC"DRS ON THOL PLDL AS TESTED WERE NOT OWER ORMM. A 213511 INCRUSE IN ALL0111141LE
<br />C-2) WOAN THRUM PENETRATION OF LAO SCREW. INTO THE MOO rRANIE IN? OWL K 1 1/2- NO THREADED
<br />PENtimm Not, VUCW semi. BE CWMKM As PAW OF THE Rimuotm MALADW ppkiRAT'dk
<br />SIR= MR WM LOAN WINE W[L USED IN THEIR ANALYSIS. FAMOUS SPACIW TO WOOD HAS NM MMOM 1$
<br />ACCORDANCE WITH NAXS, 2018.
<br />CJ) UP"N EDGE DISTANCE Of LAC $M". INTO — 24ALL K AS INDICAlim) Of THIS MMIC
<br />SrORM PANELS ADMAWY FOR INFACT AND WIND !RESISTANCE HAS BEEN YMM IN ACCORDANCE WITH IECTION 1926 Or
<br />TIC AIM MENTIOPOOD CODE AS PER HUOPIKANIE ENCRIEDIVIC a TESTING PC. RD", 96-500. 98-570 a 94-T30 AND
<br />C.4) WAUtIM PENETRATION OF WW BUSHING SIVILL K 518r, I/C *-20 SCAM USED SKu RE 1 1/2' LONG
<br />fD"MTM TEPINKI LAO. PC. REPORTS POW At #2125 . AS PROTOCOLS TAS-2101. TAS-202 AND YAS-203
<br />04MKD STUCCO OW. AND I' M"hKN MR WALL$ WITH NO STILIOCID,
<br />AS WELL AS AMERICAN TEST LAB Of 9DUTH FLORIDA REPORT 002, 9.01-0. AS PER TAB 201. TAB 2102 AND
<br />TAB =3 STI&DARGOIL
<br />C-3) IN CAM 114tif PRECAST STONE, OR PRECAST CONCRETE PANIVIL& STUOOD OR WOW BONDS ME MM ON THE DDSTINQ.
<br />2, AU ALUMINIUM 0TRUSIONS TO K IOU -TO WAY AND TEMPER. (URLM OTHERWISE HM). SEE SWIT 2.
<br />WALL ANDOO SHALL INS LORD ENOUGH TO WACH THE MAIN STRUCTURE 0000 SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MIXIMINED IN CA). C-2) A C.4)
<br />3L AU RL&SHUM SHEET METAL USED AT CLOSURES WWI HAW 3105-"14 ALOY,
<br />(0) AN04M SMALL K ANSIMM FOLUDW4 ALL OF THE KCWNEWQ0DqS AND SeECFICATlQwS OF THE ARCHOWIS W"ACyURM
<br />4 ALL STIOD. ONSET MOM PAWLS 94ALL H,4A0E SIR UCTURAL QUALITY STED. ASTIM A-4W OR" 50 MOOMUK, G-40
<br />akwarw STEEL, onomirtim w/ry- 54,3 hei (AIFTER ROLLO).
<br />8- PANELS MAY ALSO BE OWAUSID "0%"ffALLY FOUAW4 INSTALLATION QUAILS SHOW ON *CnON 3 TWO" 10 MICEITS 4
<br />THROUGH 6) EXCEPT TW HUDERS 4D 91ALL NOT ME USED.
<br />3 ALL SCINEWS TO K STAPILM Um. 304 OR 316 AIM KPM Oft COMMON RESISTANT CMU CARSON STEEL AS PER
<br />ON 5001,84W MPLY W/ FLORIDA BUILDING CODE
<br />�350 6* YIELD STRENGTH AM 90 kal TENSILE STRENGTH A SHALL CO
<br />9. It SNkL SE THE RESPONSIBILITY OF III[ CONIYRACFOR TO VUIIPY ?it SOUNONOS OF THE STRUCIIIINE OWNS 3NUTTER 13 TO K
<br />I
<br />SECTION 3.4.
<br />ATTACHED TO OMM PROPER ANCHORAGE TOM SHUTPOR SVAI ONLY BE ATTACHED TO CONCRIEM BUICK OR ill= f1MME
<br />IUILDINCS,
<br />I. BOLTS TO K ASTIM A-307 G14LIAINGDOG SIUL ON AISI 304 SUM StAINILM STEEL WITH 30 kil YW
<br />ST1104114.
<br />10. EACH REGULAR SIM PANEL Will LENGTHS 040 W-11 THROUGH 12'-4*. AS FOR SDCF*o S, S. 9 Or 10 AND ALIVRUNM ON.
<br />7 ANCHORS TO WAU. 94ALL ME AS FOLLOW
<br />OW A OW ON $HUTS S. 6 St 12 TNELY- SNIALL HAK A LCML AND READLY VISIBLE MMOWIG WISMICTING; OWNER OR
<br />TIONAW110 SECURE APIREJUS WITH APPUCAGLE REINFORCEMENT "M PDOODS OF HURRICANE WNWM
<br />W ?1Q/4M0PT&A4W%MAMkCH=MW TAS
<br />it. THE OWAUATION CONTRACION IS TO 9^/CMAX AU. SHUTTER COMPONENT MO WHICH M30N IN CONTINUOIA WW#ZT WH
<br />MOWACTUOIZ BY I.T.W. Stamil. INC. (Ih%�. f*-31ft peL)
<br />TW &AGING To PREVENT
<br />:/4 0 t 711r CALX-94 ANCHORS, AS ~ACIURED IFY ODNALT W. (Mek. fc-3000 P.Q
<br />/41 —1/4' 9OUQ-SU ANCHORS. AS DW*WffM ST ALL POINT SCREW. BOLT It SPECIALTY 00.
<br />12 SICIRM PANEL INIRAUATION SMALL COMPLY WITH SIVICS OIDICATED 0 TM ORMINING PLUS MY BUILGING; No MW FS"AYDRE;
<br />(Min I' w3OOG P�Q
<br />PRONICIED BY THE MMCTIO" WHERE PERMIT 15 AMM TO.
<br />J14- 0 P
<br />I =LMAIM FIMAU 10 & PANDMATIr PLUS ANCHORS. AS MANLWACTUWD BY age CONSTBLCnON PRODUCTS
<br />(61114. r, 3350 P.J.)
<br />'=
<br />13. (a) THIS PRODUCT DQUALATIM DOCUMENT (PXD,) PREPHIND BY INS ENGINEER tS GENERIC AND DOES NOT PROVIDE #11PORMATION
<br />1/4'0 CF T ANCHORS, AS MANWACIVRED BY TRU-FAST CORPORATION (re-3601) p,.I.)
<br />FW A SITE SPECIFIC PROJECT. i.e. WHEIRE THE WE CONDITIONS DEVIATE FROM THE P-E.0
<br />A I) WOM DAKDMEW OF TAPCON ANCHORS INTO POUNDS) CONCRETE SMALL K t 3/4*; 2' FOR PANUAMX FEMAL
<br />(b) CONTRACTOR TO ME RMrMMI FOR THE SEUECIlOW KW04AK AND WMALLATM MuDeD UrE SAFETY or IRS PRODUCT
<br />SASED ON THIS PE.D. PRONim K/sw GOES kw KlAiie niam THE cmanow DETAILED ON THIS DomMEW.
<br />0 Am PANEMALTT PLUS AM 1 1/4- FOR Cr TAP -OW ANCHORS.
<br />CONS"IUCTION &Am" AT SITE IS THE CONTRACTOR'S IA3poN3eurf
<br />A.2) CALX-IN It SCIUD-SET AN04M SHNU BE VAMM 7/5' INTO THE POLM CONCRITE� NO IMIRSOMENI INTO
<br />(c) 114115 PRODUCT EVALUATION DOCUMENT WILL BE CON115010010 PINAUD IF MODIFIED.
<br />$TV= 94ALL ME POINT=. 1/4* P-20 9M USED SIALL BE 1 1/2- LOW MIMMUM SHOULD STUOOD EXIST.
<br />fi� .. 0. Me MAY
<br />NO 1* MMMUM FOR WALLS Will K HEADED SININEWS OR ALL THRUM SCAM W/O HEAD.
<br />(d) SITE SPICWIC PROJECTS SHALL K PROPARED BY A FLORIDA MINISTERS[) UOPEER Olt ARGIMCT WHICH WELL 9[COME Of
<br />an WIN mic MUM
<br />INOMM OF CLOA.) FOR THE PROJECT AND WHO WILL ME NWONSW FM THE
<br />PROPS USE OF THE PLO. ENOW OF RECORD. ACTINO AS A CELEGATED ENGWER TO THE
<br />A.3) 0 CAW THAT PRECAST VONL PRECAST CONCRETE PANELS. FAVERS, STUCCO Oft WOOD BONDS K FOUND ON TW
<br />PL& ENGINEER. SHISL SUBMIT 10 INS LATTER THE Sir SPECIFIC: DivioNas no WIAIEW.
<br />IDWINC WALL Oft FLOOR. ANCHORS WALL ME LONG DIOUGH TO INUCH TK MAIN STRUCtURE KWO SUCH
<br />PMELSL ANCHORAGE SHAL RE AS MENTIONED IN At) AND 04 AJ)
<br />(6) THIS PLC- 94ALL BEAR THE WE AND ORIGINAL SEAL AM SK14AYM Of INS PROFESSIONAL
<br />veowm of ACCORD Mr PREPOM IT.
<br />(9) Figinnew CONCSEX Bim
<br />/4" : TAPON AHCWRS AS MANUFACTURED IFY 1. 1. W OUUM PC,
<br />14. SHVITER MANUFACTUM!" LABEL MOLL 6E LOCATED ON A KAGILY %ISWL LOCATION AT STORM
<br />PANEL. SHUTTER IN ACCORDANCE WITH SECTION 170.9.3 OF nAlWA BULGING OWL ONE LAID.
<br />1/4* . 7/8 Chix-ft ANCHORS. AS MAHUWACTUWO Of KWALT OIC. (ON. r4-i5OO IL.J.)
<br />SHALL K PLA= FM LVERY, OPENOIC. LAKLMO TO COMPLY WITH SECTION 1700.92 OF THE
<br />it 3/4.
<br />/4-0 SOUD-SET ANCHORS. AS DWMUTED BY ALL POINT SM., BUT & SPECIALTY CO.
<br />(Mve - f'-1900 W.)
<br />it4-10 "MMWIE FEMM-6 ID AND PAHMMATE PLUS ANC"COIS AS ~ACPAW BY a= CONSTRUCrION
<br />FLOPIDA WAAM COX
<br />THIS GRAPHIC SMALL ONLY ME USED TO
<br />Owli. r" 14, to WFAW FERI IN THE SUITE or MMMA
<br />PRODUCTS 2071 Ito.) I
<br />1/4' 0 OF TAP -OW ANCHOR$. AS MANINACTURED BY TAUI-FAS7 CORPORATION
<br />F.
<br />0.1) MINIMUM DAMMEW OF YAPOON ANCHORS. ELCO PAMELMArES AND CF TAP-Oftle AMC�10111. KW THE
<br />FLORIDA BUILDING CODE (I*gh vel"ft Nuffica
<br />a= UW SHAU ME t 1/4-,
<br />. NO. 4
<br />-LTM M 20 CASE GALVANM FEEL STM PANEL
<br />CALK-110 A SOLD -SET ANCHORS *4ALL K EMSEDINED 7/a' WID THE CONCRETE BLOM UNIT. NO
<br />187
<br />INTO UUGGQ SNAU, K PEAMITIED. 1/4' 0-20 SMM USED SHALL ME 1 1/2- LONG WAKM
<br />EXS7. AND I* Will" FOR WALLS NO STLICCO CIA,
<br />— Fum PWRCTMN Pitamcm LLC.1 'r
<br />a POURM ED.
<br />DO
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<br />SHEET NO.
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