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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PROD C F31A9LAU0Mftk0XX&Q_ZW1ZU 2
<br />2.1 TESIMP014,11i:
<br />Large missile Impact and f�tlgue load lests were performed under Protocols TAB
<br />201, 203.as per section 1626 of the Florida Building Code. Uniform 8TAtIc, loads
<br />am MXALEl*UWKXUVZ1_NQ_AWtZ" 3
<br />L MAIERIAL CHARACTERW103AND-BP W-_F_WA1X*L-
<br />'Shall be strict!
<br />. � y inacoord-Ance with General Notes andComponents indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />-WAT TRIZ A. MLIT, J& F.K. ____
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<br />IFL�111_0 -44TAn7l
<br />1;LCJLU._4,,_06%TN
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as fridicatod on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports, #96-569 dated D8/0911996,996-570datod 0,911811996,
<br />26, OfProduct Evaluation Dominant (P.E.D.), drawing No, 20-116,
<br />PRODUCT VALUAMON REPORT
<br />,#96-T30 dated 60120/1996', all three sighed and sealed by HectOrMi Medina,
<br />.
<br />P-E., FOriestration1eatirIg Laboratory, Inc, reports,# 2032 dated'04118/1998 and
<br />0 2126 dated 10/0611908 witnessed by Gilbert Diarriond, P_E,, and Report No.
<br />I
<br />7. LIMITATIONS I No OF USE.'
<br />REPORTNO.: 20-0728.01
<br />0219.01-09, dated March4,2009, signed and "afed OyEdmundo Largiaespada.
<br />.
<br />.
<br />I
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with Gioneral Notes No' 1, 6-thru 14, indicated
<br />DATE: July 28,2020
<br />Tensile lestreport No. 9CM-197 byQC Metallurgical, Inc., dated March 13,2009,
<br />on sheet 1 of 26, aawell as General.Notes # 1 thru 4 and 11 thru 16, indicated
<br />orisheet2l of'260tProduct Evoluatictri Domnient(P.EID.),drawlng No. 2VA71
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tiftecoi Inc, and sligned and sealed by WalterA. Tnlit,.Jr,i P,E.
<br />PRODUCT SUWCATWORYr Storm Panels
<br />I.I.-SM,ICTURAL, - !NEEMNG CALMLATIOW
<br />On 20 Gage Galvanized Steel Storm Panel for maxi mum pariellength vs. design
<br />T2. PribillUat they be instg1led Within HIGH VELOCITY HURRICANE ZONES ve-
<br />defined on sectl6n 1620.2 of the Florida Building Code,
<br />PRODUCT NAMEi 20 GAGE OALMANIZED STEEL STORM PANEL
<br />wind load, as Welt as Maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER. Global PMMQIIW Products LLM
<br />length based on ratlonall and comparative analysis, and in accordance with
<br />Section 161 6 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />7.3� Product shall only be Installed Into poured concrete, concrete block,and
<br />wood frame structures. I �
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />dated 11](13/08 and OW12JI5, signed and sealed by Walter A. , Tillit, Jr., P.E.
<br />I-PURELOSE OF, EVALUATION -
<br />3. Illill IMPACT RNISTANCE;
<br />ProductLEvoluation Report propIoned by WalterA. T1lfit,,Jr,, P.E. (Florida License
<br />This l&SProductEvalvation Report iZsvod by W,tl*,A. -1711111t, Jr.,P.E. ($yBtsm
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<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />I
<br />No. 441V); President of Tiltoto,iric, (Ficiddo CA-0000719),
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<br />ID #'Igoe) to the Global Protection Prodarta, LLC, Rule Cltaliiar No�
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<br />61 G20-3, Method I D of the Florida Dope rtmerit of Business and
<br />4. W D LOADS, RESISTANCE
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<br />Professional Riegulation.
<br />20 Gage Galvanized Sleet Storm %nel has been verified to sustain wind
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<br />This product is being ]&sued an Evaluation Rsport�as described herein, and has
<br />been verified for compliance in accordance with the 202o Savomh EdItion,ofthe
<br />pmssures. Maximum panel length sball be as Indicated on shoots 8,10,14,15,
<br />,
<br />le. 19.25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
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<br />Florida Building Code, arid to verify that the Product .18 for the purpose Intended
<br />26-176. Maximum Anchor Sparing shall be as Indicated on sheets 8, 9, 1% I 1,
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<br />5/��-A " STAT�OF '
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<br />of least aqvivaleritto that requilred by the Code,
<br />14,15,17,16,19,20 25 and 26 of26, of PT6ductFvaluaUoDDo, ont�P.E:D,),
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<br />drawing No. 20-176,
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<br />This Prod uct Evaluation Report shall be subject to review and revision In case, of
<br />5. INSTALLA119N,
<br />all" , I
<br />L INIfiliftwo
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<br />a Building Code &ange that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />W&TILL
<br />Z, EVIDENCE SUBMITTED.
<br />ZI.- ffl-ORME"LLI ,JJQN_DWU P.E.D44
<br />sheets 3 thru 7, 10 thru 20,23. 24 and .28 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 2D-176, Minimum separation to glass shall be as
<br />ADMON RIECORDS � F. ti. RtIPCIRT,20 k 41,00AI, fIROTEcTION PRODUCTS. LLC �10)19AGM
<br />Z k0l -111211stEEI. sroFtM PANVLk DRAC 9 2047A � R E PO RT J112D.M&DI,
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<br />Drawing No. 20-176, thiod "'A "GE GALVANIZED STEF.L STORM PANEL",
<br />Indicated on sheets 8, 14, 1 5, 25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru,26 of,26 prepared by Tilleco, ]ntc,; sighed and 3ealibd by "of A.
<br />(P,E.D,), drawing No, 20-170.
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<br />tillit"J's�, P"t.; dated 0712&2020. This drawing Is ail integral -part Is
<br />Evaluation Report, 4AW0011pil,
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<br />6355 NX 36th Street Suite 305, MigILL Flafi& 33166, photitt: (305) $71-1530. -*
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<br />TILLIT TESTING A ENGINEERING COMPANY
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<br />WALTERA. Txl-n- a, I'X- XOW
<br />UCT EYALUATION REMOM . , 111111=09t, 44L61
<br />FL(;,A.LiiH.N,L%3%?I9
<br />, REPORT NO., 20-0727.42-
<br />DATE: July 27,2020
<br />1
<br />PRODUCT CATEGORY,, Shutters
<br />PRODUCT SUS-CATE90RY. Storm Panels
<br />PRODUCT NAME, 24 GAGE 6ALVANIZED STEEL-s-roRm
<br />PANEL
<br />MANUFACTURER: GIoMI Proiacgdn Produds..LLC
<br />4500 S.Wi 51 Street
<br />Davila, Florida 33314
<br />1. PURPOSE OF EYAWATION1
<br />This, Ise Product Evaluation Rtoport.Issusd by, Waltor,Ai Tillit, Jr., P,E.�Sys,tem
<br />ID * 1900) to the Glaball Protection Products, LLC, Rule ChopliorNo,
<br />61020-3, Method I Dof the Florida Deipariment of Sustreas and
<br />Professional Regulation.
<br />This- prod4pt Is,beirig Issued an EvalQatton Report as described hereth, and has
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<br />been verfiled for compliance in accordance wthihe 2020 Seventh Edition of the
<br />Florida Building Code, and to vs* thafthe,product Is for the purpose Intended
<br />at1east equivalent to that required by the Ciodsi
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<br />ThIsP"at Evaluation Roportshall be subject to reviewand revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />I OMNCE SUBMMEDi
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<br />2-1. PRODUCT RMUAM DQC
<br />Drawing No, 20,11 IliS, titled "24 PAGE GALVANIZFb STEEL S`TORM PANEV,
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<br />Bhoo* I thrU IS 414 ,prepared by Tiftsco, Inc,' signed and sealed by Walter A.
<br />Tillit, Jr., P.E,,* dated 0,7/2712020. This drawing is an trite Is
<br />Evaluation Report, p%,�t,,WITA
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<br />Larg6missfit Impact load tests wers, performed under SSTO 12-90 standardLag
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<br />per section 160.1."f the Florida Building Code, Uniform static toads as per
<br />Sect1on170Q.&3,parASTMr--3,30, Te#repoTteprepAredbyAmgiricanTe,sti.
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<br />aulliding ode tat Port prepared by 'Am 4.
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<br />Re rf No 11 n -M-10 . dated Nov.rhbar 23,2 E.
<br />eon P .E .
<br />Tensile test risport No, SCM496.by QC Metallurgical, lnc�idalad Match 13,200Q
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<br />s4gliod 904 Sealed, kjy FrankGrate, P,E, asperASTM SmiB and Tensile Test 69
<br />per QC Metallurgical Report No, 1OKM-1318,,dated December 1, 2016,Sigined
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<br />and sealed by Jerry Jactiolfano, P.E; as per ASTM E-8.
<br />Z3, STRUCTIMALE GINFEEEONG "LCULATIONS:
<br />On 24 Gage Galvanized stoat Storm Panel ibr maximum Parisi length vs, design
<br />wind load, as wall as maximum shchor-spacling v& design wind load and panel
<br />length based on ratilonal and comparative analysis " and in.acciardance with
<br />section 1604 oftho Florida Buildirig'Code. ,Calculations prepared bV111toco,
<br />Inc., dated 1211-Villo arid oj�!Ji3 (Joir this revision), sigmied arWes#aled by Walter
<br />A TIllit, J r,, P.15, ,
<br />I M1661LE IMeACT RESJUAN�M:
<br />Large missile in1paict under section 16001.2 of the Flonda Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />L
<br />I I 11 TANCE,
<br />24 Gage Galvanized steel Storm Panel has been veriffiecl -to, sustain Wind
<br />pressures, MaXtirtuirlLpariel langth,shall be a's indicated on ihoets 3, 9''10, I I,
<br />12 and 17 of 1-8 of -Product Evaluation Document (P.E.D.)i drawing We. 20r-175.
<br />Maximum Anic4or Spacing shall be as indicated on sheets 5 4, I EL 11, 14 thrul 16
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<br />and 18 of 18, of Proclurt Evaluation DoWmarit �P,E.D,), drawing No. 20-175.
<br />24Gags Galvanized $too Storm Parisi has been verified for code compliance to
<br />work as ancrrpo=6 storm shutter awarribly., as per SSTD 12�49 Standard.
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<br />Installation shall be performed strictly in accordance with detaits, Indicated on
<br />sheets,3 thm Q, 12 thru 18 of 18, of Product tvaluAtIon Document (P.E.D.),
<br />drawing No.20-175. Minimurriseparation to glass shalt be as indicated, on
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<br />sheete,3,,6,13, 14,16# 15'and 1-8of 18�of PeociLlot Evaluation Document
<br />(P.E,M),�illrawlng No. 20.1116i , I
<br />_%_MATMAL_C��� MM�M
<br />Shall bostdatly inaccOrdancowlth, General Notes arid Components indicated on
<br />sheet I and 2 of I 8, of Product Evaluation Document (P.E.D.), draiwIng No.
<br />20-175.
<br />Anchor specifications shall bass, indicated an sbeet I of 1 8, of Ptodur,t
<br />tvalustioriDlocurriont (P,E,D�), drawing No. 20-475.
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<br />7A. Shelf be strictly In compliano with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet IV 18 of Product Evaluation Document (P.E.D.). drawing No. 20475
<br />Prepared Itty T11teco'. Ina. and signed and sealed by Walter A. Tlllllt�,Jr._P.E�
<br />7.2i Product shall not bIa Installed Within 14IGH VELOCITY HURRICANE ZONES
<br />as,dofiried,on section 1620.2 of the Florida Building Code.
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<br />7.3. Product shall only be Installed into poured concrete, concrete block,and
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<br />wood frame stnictures
<br />Product Evaluation Report Piephoriod by WatterA. 7`1111t, Jr., P,E, (Florida License
<br />No� 4418TL President of Tlftecojnp. (Floride CA-000]6719)�
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<br />GMM&, ISM: COMMENTS EO REgULAR it LIEE SAFETY MEM PANELS 1/4. 2/4, 3/4. 4/4, s/5. 7^ . 1111111111111111111111
<br />W" 8,3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PMIELS� STUCCO 09 WOW BOARDS BE FOV40 ON THE (— '/-I') W/10. ZW/10, SW/10. 4W/10, 'I,
<br />1EASTMIG WALL. A104ORS SHALL BE LONG ENOUGH It REACH IKE MAIN STRUCTURE MIND SUCH PANELS I
<br />1 STORM PANEL SRO" ON THIS HAS KEN VEWIED FW 00 PLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AM IN S.a - SAV/10, sw/11 & -twIll * 6/5 - "..
<br />2GJC 6fP:QOUCT VALLA DOCUMENT pro.) M ____I5.IW om WON)- -,-iS.1915' CIDIAL WJOTH�---- -,
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<br />ACCORDANCE WITH THE ) OF XIFLORIOk OUTLINNO CODE (C) I ww")_� I i i
<br />DESIGN WIND LOADS WALL BE DETERMINED AS PER SECTION iftO Of THE AWK MENTIONED COM - 3/4-0 TAPCON ANCHORS. AS MANUFACTURED BY t.IW BUIUM, AIC.NANUF T_ ----M5DO` (EFFIVIAE i 3: VM� -
<br />FOR : r - #14ZIO PANELMATIE FEMALE 0 AM PANELAkATE PLUS ANCHORS AS ACIURED BT ELGO CONSTRUCTION PPOOUM� i . � L25O` I r _ANGHDR& FOR CONCRETE SEE SCHEDULE ON SHEETS 81k 9_ 5* MAX "
<br />NV __._,_a 1/41- - I I � I MIN. � FOR WOOD SEE SECTIONS 00 SHEETS 10 A 1 __711 MIR. ? 17,
<br />,ZD, AS M I THESE Sit LIL AND ! "OD. I . cl�-s
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<br />FOR 33"I �5.0,) - 1/4 0 LAG SCIREWS PER WO.S. I ." r-,� �- -i I I I i Z, -tol- 13W - 6 0 / , 9 6
<br />DESIGN PRESSURE RA194M WATED ON SHECTS 7 TIM 12, t4, t% I (L TO a 20, - 7/16'0 . W WDW tKISNING. AS OiST111011HED BY ALL POW SCREW, SOLT & SPErIALTY GG, l , "i . I ^ 4 1 11 OQU* WK THICK I -� , ,_� 1! C14 1
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<br />IN ORDER 10 VERIFY THE 00M CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED pSPW& 7-70 11 - -'T' I\, r �� DA.Ti (�)- @ � I . / . � -, -1-7 � I . � ED G
<br />SHALL BE FWW ACXUD TO ASO. OMON WIND LOADS 9f MULTIPLYING THEN BY 0,6 IN ORDER TO C 1) MIT" 101EAGM PENEIRATION INTO WOW OF TAPCON ANCHORS SHA" BE I Ilr AND 2" FOR ELCO PANEXMATE PLUS - ,,�-,;ffir_,�7_ I , , F __ ,�,-- -�w i 11 � '' ! i I , > Lu
<br />ITS 7 THRU 12, 14, MO FAMNALE FEMALE ICL HWMMEQZ_4r- i,,.�� , GRAK 10 .0 iinq_, ,
<br />COMPARE THESE W/ VAX, (&S,D) DESIGN PKMW FIATINCS INDICATED ON SHOE IS, K 19 & 20, C.2) MINIMUM INHEADED PENETRATION Or LAD SCREW. INTO THE WOOD MINE UNJY SHAI 61, �_M 21W. 4ALWANZED SYUL ECQ1_ I / ZO 1. I -0 0�410 'i, q�+O. (a)+@. 6 ,� 1 1 1 " C3
<br />114 ORDER 10 VERIFY THAT ANCHORS ON THIS Pt .t BE T 1/2% NO THREACED 2 ! . 0 TYPI " I L �5 C=
<br />.0 AS IEST WERE NUT OffR STREM. A M INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE SECURED TKRDM PENETRATION. _11� MAIL iT I - � 1 OCTAL A-T � .
<br />STRESS, FOR WOO LOWS WAS �M USED IN THEIR ANALYS& PASTENERS OWING TO WOOD PAS MEEN DETERMINED IN - , I/ L.) C2_ - ��
<br />ACCORDANCE WITH N.D.S. 2018 C.3I MINIMUM EDGE OISTWV OF LAO SCREWS, INTO WOOD WALL BE AS INDICATED IN THIS DRAWING � - '1�m A - , Ni � I I I I 5 I- C= cc CJ
<br />VERIFIM ACCORDANCE WITH SECTION 1628 OF I Va , � Fi
<br />EDOE 17-two GUY.
<br />, 48S 1 4&Br
<br />STORM FANWS ADEGUACT FOR IMPACT AND WIND RESISTANCE HAS BEEN 04 ------------------------ - __ -------- � - ---------- C"I
<br />THE ABOVE WENTIONM CODE AS PER HURRICANE ENGtREERING A TESTIN4, WC� REPORTS 26-50, 96-570 & 9r_= Mo C-4) MINNUM POCIRKTION OF WOOD BUSHIRO SKALL BE !&,Vi. 1/4' 0-20 SCREWS USED SKO'LL BE I 1/9' LONG MINIMUM - ,-r- * I / �, EQ C-) - -= - ><
<br />I'DIESTRAMON TESTING LAR 040,, REPDATS #2032 a #212e .4 TAS-202 MO TAS�205, SHOULD STUCCC 005r� AND I' MINIMUM MR WALLS " NO STUCCO_ -_ .2w--, f --I- -_ - ..... - - I . -- -- � I I - I is -Z;; = LL- =_
<br />AS WELL AS AMERICAN IM LAO Of OWN FLORIDA REPORT 201, IAS 202 AND / . I .� Cc C= -
<br />TAS 203 SIANDARD% C- 3) IN CASE 7HAT PREONST WOW- OR PRECAST CONCRETE PANEJS� STUCCO OR WOW BMW BE FOUND ON T14E ICtfFF04 (D STORM EMEL @k END SIMM PANEL - I'll -_ (" -0 C14 =
<br />2� WALL. ANCHORS SHALL HE LOW ENOUGH TO WJ04 THE URN STRUCTURE MIND SUCH pANELS� 1� f I—, -
<br />ALL ALUMINUM EXTRUSIONS TO BE W63-TG ALIM AND TEMPM (UNLESS OTHERWISE MOTE0. SEE SHEET 2, ANCHORAGE SHALt M AS MENTIONED AN CA), CI) * IC4) . 2 IV* . - Z - I 1 -- --- - - -- - - .::c .�! �� ,
<br />I ALL &OMINUM SHEET METAL USED AT CLOSURES SHkL NV9, 3106-H14 AUL&. -I, , , 1141�7 .:�, 41 I
<br />I .. . .... ___ - ,2,181'--- 3.1 _T W �
<br />CU =-= W
<br />(0) ANCHORS SHALL VE OWO,U�M FOLLOWNG All OF THE WOOMMENtOl" *0 SPOCIFICOXIMS OF THE MOWS WMEACTIAM, _11� -`-�,�, filbi , ,a - - - - - - - - - - - - - - � I ::
<br />A ALL. SFEEL SHEET MEW PANELS SHALL HAVE MUCTURAL QUALIT'r STEEL, ASTV A-W GRACE 50 MINIMUM. C-40 PAMUL's END I& 11.1 " I 1251 I � I .-
<br />GALVANIZED STEEL OJEBIGNATION *M- 5&3 W1 WW RMLIED). 41 PANELS MO AM BE INVAUUM HORIZONTALLY FOU4114411 W&LAI11ON MAILS SHOWN ON SECnCH 3 THRIWOR 10 tSHEM 4 " _', . - I ilor - - �7 '-' ig"M � I 11 SOLIED PANELS W/ 1/40-Ml' :� E rz
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<br />Iii-4;i6�6W - , , ) i �Iov - - W =UM --J 750' PANELS -- %S� kcs, SOLT %� 3/32* ;J Cut = - =
<br />- D - - x I _ - - .-
<br />1� ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Ad SERIES OR CORROSION REStSTANT COATED CARBON STEEL AS PER MM-98 $I DICIEPT 1W HEADERS (1) & Q SHALL NOT BE USEC� I! A - - I -I- I "__ WANGUE6 UMM I -1-I (SL I WINGNM 0 Ek - -at
<br />9. IT 9041 BE THE RESPONSIBILITY OF THE CONTRA" TO VMr? THE SOUNDNESS OF JW STRUCTURE WIJERE SHUTTER IS to BE - ""LX 1 12 11r a& I �!: GO
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<br />R. MD STRENGTH AND 90 AN TENSILE STRENGTH & S44L C(*KY W/ RONIOA WKDV4 CODE - =1. . - 7 1 I 12 - In, I (SEE SECTIONS OLS APPLICABLE) -
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<br />W�230C ATTACHED TO NSURE PTIOPER AHCHORAM� TIM SHUM SHALL ONIT BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME , - , . . ---I ! --- AQ " I -- 11 � I I ,,,, L-i
<br />all � i.. � 9
<br />SDalr5OWN 12 ;��D 'O I -:9
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<br />- WITH 3 kW MINIMUM MD __1 � DOE ; - �or , -M . . I 11 _1______7 - - I "r - � -= W = C=
<br />& BOLTS TO BE ASW A-3117 C&LVAHM SrM. OR AISI 3D4 SERIES STAINLESS STEEI ; i i . 2. ,�G_l "a CIA 410 =
<br />Sk"LONGS. I'll - ODO . - I Z 1� - I --- - -ii ; = .
<br />STRENGTHL H). EACH REG" STORM PAWL WITH LENGTHS q.%R 11'4 IWOJ014 12'-4-, AS PER SECTIM Bi OL 9 & 10 AND ALTEANA]WES BW. � 2.1 S* , -- � L � --.I I / 1_� , r - ED I
<br />ON & I OW ON SHEETS t A & 12 REPWINELY; SKAU� PAVE A 40GIBLE AM RIL-MY W50-E MARKING INSTRUCTING OWNER OR - i a � I ,,
<br />I AN04M TO WALL SHA1 SE. #5 PCLLOWS - � IT . , L .- -` 1,2e i " / 1.� . -a =
<br />TENANT TO SECURE PWLS WIN APPLICABLE REINFORCEMENT CUTTING PERIODS Of 14UMCAK WARNING i____� i � , . � .. 7"i 1- ::-- = - -'- >-,
<br />(A) M=* 4 1 Ul- .373 f I - I i � I
<br />to - I _J� - L.-----s, M-..J "1500`1_ = E
<br />i W14*0 TAKON ANCHORS AS MANUFNCTURED W LIM, BUILD", INC, (Mi., f.� L_ L WIC 1 I
<br />I =1) THE BUILDING I'D "MO WINP/" INTRUSIM I - ___...� / , .T In
<br />- /4*0. MR-Iff ANCHORS, AS MANCFAMIOM BY DENALT M, (MOC I' P�L) ; L____2.OwW�t1__ � Cl- C.3
<br />- kro 041"SOUO-SET ANCHORS, AS DIFIRMUTED Or ALL POINT SCREW, SOLI` & SU497Y CO, 12, STORM PANEL INS15N.L191ON SK&U COMPLY WTI4 SPEVS INDICATED W THIS DRAWING PLUS AM BUILDING AM ZONOIC REGULATIONS ROUNCIED MNER 0 ENDS OF POWL'S orit DM.,@,@,0-+Q i -
<br />(Mi . t!430W P'..L) M UP W/ HEMOMED EDGE. 11
<br />ISNEMC YIEA =NL I
<br />- JeWXZLS� It THE INSTALLATION COMYRAVOR IS TO SCVtAULK ALL 3HUTIER COMPONENT MES WHICH REMAIN IN CONTINUOUS C4141ACT *04 - L,,,j 'A �. , , -
<br />-
<br />IV) �i:- DWI ___ _Lt
<br />PROVIDED IF( THE X.1113DICTOR WHERE PERMIT IS APPLIED, TO. -, _. __; 4 �_ _W 1_4 I-F _____.__L_.,__j
<br />- 014"-la PANCUAKIT FEMALE TO & PAHELWATE PLUS ANCHOR& AS MANUFACTURED BY ELOD CONSTRUCTION PRODUCTS (j) 'hw HUQM (�) NX-HEAM (�) (9 ANGLE WITH MUD @ AN= MM I � C2
<br />C. _3= P-L) 13 W THIS PRODUCT VALUATION DOCUMENT (PLOJ PRE"ARED Of THIS ENGINEER IS GENERIC AND DOES W PROWNE INFORMAMN (N,T,S) RD= MD @,&&@� &`11 - , - L,,�: =-i
<br />0. iC' — - ----I WAO -I- 1/4 2/4, 3/4, 4/4, 5/5, 7/5, ;
<br />- 114N F TAP -GRIP ANCHORS. AS MANUFACIURED fir TRU-FAST CORPORATION V.-MOO P.�.) POP A SITE SPECIFIC PROJECT-. vc WHERE THE Sn CONOTIM DVA`TTF FROM THE P�M � ,�- .,- --� 1,
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WTC PGURCG CONOWE SHALL BE I 31V, 2' FOR ,ANELMATE (b) CONTRACTOR TO BE RESPONSISI-E FOR THE SELECTION, PURCHASE AND INSTAL.LAO004 INCLUDING LIFE SAFM OF THIS PRODUCT I SEE W, ; 1W/10, 2W/10, 31NI10� 4W/10, � 6/5 1
<br />FEMALE DAM ON THIS P,E& PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONCIPONS DETAILED ON THIS DOCUMENT- _ = _f__j 1/14 * 2/14 0 4" 1 .314* �3 . � 5W/10. GW/i I & 7W/11 i
<br />0 AM PANEMALTE PLUS MO 1 114- FOR CF TAP-010P ANCHORS. CONSTRUCTION SAFM AT WE IS THE CONOINDICHR'S RESPONSIBILITY _!4_7__LM. -ra WX 11 - �* 581, I - -I i i
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<br />f f - ___j � W � 1 /4*#,= 3" SEMM ANCHORS FOR CONCRETE SIX SCHEDULE ON S`AXtS 6 & 0
<br />A.2) CALX-IN * SOUD-SET ANCHORS SHALL BE EM9EDOED 7A* ITM THE POURED em"M No EM9EDWINT NM I i , _� L � I .' ft* h. r= .... I I STUO RIVErm TO - FOR WOOD SEE SECTIONS ON SHEETS 10 & It - -
<br />MOCO OWL BE PERMITTED. 114* 0-20 SCREWS USED SHALL 13E I 1/2' LONG MAIVAUM SHOULD STUDOO DUST, L407'1,063' 375, _� �_ - � I AMW ANGLE 0 02 i/W 0
<br />1-14t___J t
<br />(.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CION90ERM INYALID If' MODPW- . Go" . i - -_ 7 - I I
<br />NO T' MINNUM FOR WALLS WTH NO STUCCO, AND PAY W HEADED SCREWS OR ALL THREADED SCREWS W/O HEAO� (d) SITE $KXVIC FAeJEJ= SHALL BE PREPARED BY A FLORIDA REGISTERED JiNGIMICIN 00 ARCHITECT W"tCH WILL BECOME THE I � L .3w 1167 - IAVI* �
<br />ff PROM USE Q# WXWGW4%.0FAM. I i L 3* - � _�Wl 1i_
<br />WOW P.E.D. ENGINEER _D== 1 _W "M MR - ,__,:, 1� 1.0tv
<br />A31 IN CASE ThAt PRECA57 STORE PRECA!G COWA" PAKMS, PAVERSi SnXOD OR BOARDS BE TCWRD ON TK fW.2.41F.R. .4 I*" L t G6 L" ' LEYADON
<br />WON WNG ". FOR THE PROJECT AM 010 WILL BE RESPONSIBLEPOR THE I '� V
<br />ENGINEER Or RECORD (F j� Ilri4l'W -
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<br />DUSTING WALL OR FLOOR, OiWiS SHALL BE LORD 001W TO REACH INEI MW STRUCTIFIE BEHIND StICH (0) THIS AL SEAL AM SIGNATIA E Of THE PROFESSIONAL IXIAZAW low L I L_ __1
<br />PANELS WHORAOE SIMLL BE AS MENTIONED IN A,I) SAID IN A,2). i - MOL ,M* -OW N.T.S.
<br />NW. SHAU 9M THE DATE AND OMOK LE i AWO - _".)
<br />(a) ILQQ1 WAIL ASM V4 OF REGGIO THAT PREPARED IT. 7.06V (�) KEY HOLE WASHER I
<br />- Rs AS MARUIACTUREV By 1. I, * SULD", MC. 14- SHUITER MANUFACTURER'S LAM SHALL BE LOCATED ON A READILV 4ASIBLE LOCATM AT STORM i (�) "F` IMCK ANGLE (9 34C = TRACK (2) EW PLATED I GAP
<br />_ I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2i OF FLARIGA BLIUNG, COM ONE LABEL 2,67*
<br />,�,4,� It WHO
<br />0 X/7 ANCHORS AS MANUTACTURED Of OEWALT ;K- (W r-1500 P.L) ,OW
<br />X �, �,�B= SHALL BE PLACED FOR &M OPMNG. LABELING TO COMPLY W" SECTION t7o;9,2 OF THE i MGM' (WiT.) _i;�'G", VALW1IJMA
<br />- i/4-0 _ ANCHORS. AS D61RISUftO BY AU POW SCREW, BOLT a $PEOXTY CO. - 044 I= STU Oft OARLAP �I AHCUE wam
<br />_11500 P'ij.) FLORIDA OL"Lowh; CCGF_ GALAMIZED STIM _. Zwo �/� - , 11 1___�
<br />(MIN f, .k,,l I
<br />- 11`14-10 PANEUATe FEVA" 10 AND PANELMATE PLUS ANCI-ORS, AS MANUFACTURED W ELCO CONSTRUCTION DRAWING SHALL ONLY BE USED TO I ill LONG -I ., M - - I IV !
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<br />PRODUCTS (W r-2071 P,63) 000", N,PQIMITS #4 THE MTE OF FLORIDA _001 -_ f 11�' . k��, ... I IWI\ I. 11 /-N
<br />Ill 7. 1. , . 40" I I - �
<br />I/4- 0 CF TAP .1 1`__ J*i, . . i
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<br />- -CRIP W -FASI CORPORATION 14 * 7001 -,,NA-0 � .�'�EEN __. I \--/ % N__/
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<br />CHORS. AS MANUFACTURED BY TW T/411 . i .$71 , . * �
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<br />8-0 MINIMUM EMBEDMENT Or TAPCON WNM. E= FAhfELM0FES AND Cr TAP-GICP ANCHOR. 11 THE C0 a `_ - ;;*. _. __ - FLORIDA BUILDING CODE fth Velodfy "urftatie Zon-11 __ 1 ,37S' , No 44167 ; .,..,..: I - '..
<br />BLOCK LINK SHALL RE 1 1/4-, 1 .1 - - I � a ,I * .1 * 1 FLORIDA OUILOM CODE (fth Votcalty OWU me zo.*)l I . EN '-� FLORIDA BUILDING CODE �Niqh Wofty kwu no Z"s)
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<br />1 4�' - . " it 02M P-nm sa. 20 4ABE rAWAKZM STEEL STORY PANEL � �. 1. I ROOM BOTTOM S .. * "M mitca, W_ . ; 1. It .10213 XGZO. INC. I FP.
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<br />rT * STORM PANEL DANN 21 . 1.
<br />6 ` NO 4 - STATE OF F.0 -9 .�
<br />9.2) CAX-IN & SOLID -SET ANCHORS SHAJ BE EMBEDIM 7/e WM THE CONCRETE 9.= UNIT, N,� Eh 6 # - 1157 ', 1 ____T,_2iO- . WINO, WT _& or PANEL 11� -, 20 GAGA SALWIZED SM : N 4067 20 BASE GALVANM STM STORM PANEL DOW W,
<br />INTO STUCCO Sit� BE PERMITTFD� 1/4' �20 SCREWS USED SHALL BE I i/2- LONG MWWUM SIMCD 31 '. 111, *11� '111, -
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<br />EXIST. AND 0 MPOMUNI FOR WALLS WITH 00 STU=. - i GLOBAL MTECTION MOUM = "'"am'- I f (� KEY LJOLE w_*� 0AZ`_ , ,.- J 0/m/2- SECTION — -**. -
<br />1 '7'. STAT - _Z000' ,
<br />'45�,v , - . "Inl=
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