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<br />TILLIT TESTING & ENGINEERINGCOMPANY
<br />WAT TRR A. TTLIA, R, P.6. tilteco%alsoycaln
<br />MLP.B.IJrcu ?.1441, T
<br />P)-.C.A:1i..,n"No.IX06Y1.Y
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0729.01
<br />DATE: July28, 2020
<br />PRODUCT CATEGORY: Shuttm
<br />PRODUCT SU8•CATE GpRY` Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Pretgoon products LLC
<br />4800 S.W.51 Str at
<br />Clavie, FlorWE133314
<br />1-.,, PURPOSE OF EVALUATD
<br />This is a Product Evaluation Report issued b"WatterA. Tillit Jr P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chfirpter'No.
<br />61 Ca20-3, "Method 1 D of the Florida Department of Business and
<br />P rpf¢sstexnal Reaulation.
<br />This product is tieing issued an Evaluation Report as described heroin, and has
<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 />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2- EVIDENCE SUBMITTED.
<br />-
<br />2,L PHQDUCT EVALUATION DOCUMEN10.LU,
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thra 26 of 26 prepared by' ilteco, Ino,; signed and sealed by Waiter A.
<br />Tillit, Jr., P,E,; dated 0712$12020. This (hawing Is an €ntegral part 6!JP'is'
<br />Evaluation Report, .ArA''��A A Iffv EN
<br />NO. 44167
<br />6155 N.W. 36th Street, Suite 305, MiAmi, Florida 33166 - Phone: (305) 871-1530
<br />PRMI7taT EV, IjAT'It (V_[{ Qj(a;j1Jt-1)T28.Q1. a
<br />2.2: TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed armod under Protocols TAS
<br />201 203 as per section 1626 of the Florida Building Code. Uniform
<br />static loads
<br />as per TA . 0 tb a p S 2 2 Protocol. Test reports prepared b° Hurricane Engineering y 9 9
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />#96-T30 dated OW20/1996, all three signed and sealed by "actor M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116119DB and
<br /># 2128 dated 10/0611908 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed byEdmundD'Largaespada,
<br />P.E.. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2,3, STRUCTURAL- IN :
<br />_ ENGINEERING fiaCA...el±;r.J.AIiCiNS-'
<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 load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code, Calculatlons prepared'by Tilteco, Inc.,
<br />dated 11/03/08 and 03112/1S, signed and staled by Walter A. Tiliit, Jr., P.E.
<br />3. MISSILE IM
<br />PACT T I TAN -
<br />Large i a e missile Impact and r fBuilding e section 162 o the Floc a Code as B Idper
<br />9 P,,
<br />TAS 201 Protocol.
<br />4. VICIND LOADS ttESISTANGE:
<br />20 Gag
<br />e Galvanized Steel Storm Panel tics been verified o- sustain € 9 e t s anwnd
<br />pressures. Maximum panel length shall bens indicated on sheets 8, 10, 14,15,
<br />16,19, 25 and 26`of26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor
<br />h Spacing shall be as €ndicated on sheets 8, 9, 10; 11,
<br />14, 15, 17, 18, 19, 20 25 and 20 of26, of Product Evaluation DL'lcumertt P.E. b.
<br />drawing N0 20-17s:
<br />5 INSTALLATIONS-
<br />Installation shall be performed strictly in accordance With details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176, Minimum separation to glass shell be; as
<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 />6MATERIAL CHARACTERiSTIGSLND SPEGIFiCAT1ON5:
<br />Shall be strictlyin accordance with General Notes and Components Indicate on
<br />Ro d
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawin
<br />g
<br />rig
<br />No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7 LIMITg7it!m AND GONDmow OF USE.
<br />7.1- Shall bO strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26; as well as General Notes# 1 thru 4 and 11 thru 16, indicated
<br />on sheet 2/ of 26 of product Evaluation Document (P.E.D.), drawing No. 20A76
<br />prepared by T€lteco, Inc. and signed and sealed by Walter A. Tdlit, Jr„ RE
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />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 />ProductEvaluation rodu Report prepared by Walter A, Tiilit,>ir., P,E. (Florida License
<br />N. a 4167 I' n of TitadPres de taco . ! c.,; Flon a CA-00 7 t n 0 9
<br />) ( 1
<br />)
<br />WARIL 1.
<br />D t TILTECO ADBdOH RECORDS P. E. REPORT:20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GA43F
<br />GALVANIZED STEEL STORM PANELL DRWO # 264W REPORT A 20-072&01'
<br />I L I E(C�mc.
<br />TILLrr TESTING & ENGINEERING COMPANY
<br />rILT,
<br />PE -
<br />tiltPRDbUCT EV ATIQN REPORTFl.rr
<br />noDiA_4
<br />mTGT
<br />rLI.A Iw,6YotOO6210:
<br />REPORT NO:: 20-0727.02
<br />DATE: July 27, 2010
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED ST,EEL STIDAM
<br />PANEL
<br />MANUFACTURER: Global Pre l"UM J! duab. LLG
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EV ATION:
<br />Thi is P Evaluation
<br />s a Product Eva ua ReportIssued byWal#erA: Tillit Jr: P.E. (Syste
<br />m
<br />ID # 1906) to the Global Protection Pre#duets, LLC, Rule Chapter No.
<br />61 G20,-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report.as described herein; and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code and to verify that the Is the purpose Intended d
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation R review n revision in Report shall b subject to and of
<br />p e j. case
<br />a Building Code change that may affect its limitations and conditions
<br />2, EVIDENCE SUBMITTED:
<br />2,1 PRQEIUCT EVALUATION DPCU iIENT (P E D-)•
<br />Dr"Ing No. 20-171 , tilled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared try Tilteco. Inc:; signed -and sealed by Waiter A.
<br />Tillit, Jr., RE,; dated 0712712020. This drawing is an inteq"t*ri t+f4?64pls
<br />Evaluation Report: ` ,1
<br />167 -
<br />AL0Ai4t�
<br />6355 N.W. 36th Street, Suite 305, AiiamL Flaridh 33166 - Phone: (305) 871-i „ #A(3 t19'i-1531
<br />tlfdj,l:AION RG` ART NO 20-09IO2 2
<br />2:2, TEST REPORTS)
<br />Large missile Impact load'tests were performed under SSTD 12-99 standard as
<br />per section
<br />o 1609>1.2 of the Florida Building Code. UniforTrl static loads as per
<br />5 A
<br />Section 1709.8.3 r S - 0.
<br />Re ASTM E 33 Test reports prepared by American Testing
<br />Lab of South Report 814.0 -0 dated Florida,
<br />, epo # 0 1 1 a ed 03111/02 witnessed by William
<br />R. Meh,ner, P.E:,, Bortz Moroz, P.E. and Henry Hattem, RE, and Report No,
<br />0219.01-09, dated February 25,,2009, signed and seaaled by Edmunds
<br />Largaospada, P.E. and Henry Hattenl, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section I609,1.2 of the Florida
<br />BuildingCode. Test Report rFlorida, R rt prepared byAmenean Testing Lab of South Flnn
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />' Tens{Ie test report No. 9CM-198 by QC Metallurgical, Inc:, dated March 13, 2009,
<br />signed ,and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />par QC Metallurgical Report No, 10KM-1316, dated December 1, 2010 signed
<br />and sealed byJerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3STRUCEUBAL MINEEPJN CALCULATIONS•
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind f s well
<br />load, a e as maximum
<br />morn vs_ design Wind load and anal
<br />anchor -spacing li R
<br />length based on tat1on ai and comparative
<br />arative analysis, and in accordance
<br />with
<br />section 1604of the Florida Building Code, Calculations prepared byTilteco;
<br />Inc. dated 1211S/10 and ()Mt13 for this revision sin a d'sealed b Walter
<br />, ( ), signed n y
<br />A. Tiilft, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section I W9.1.2 of the Florida Building Code, as per
<br />SSTD 12-99Standard and TAS 201.
<br />4, WIND LDM35 RU(STANCE,
<br />24 Gage Galvanized Steed Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shell 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 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel .Storm Pane] has been verified for cods compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 1249 Standard.
<br />PRODUCT RVALUATT DN RV_,ORTNO '2Q-„QU7 B2 -3.:
<br />5, INSTATION:
<br />Installation shall be performed strictly irkaccordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Documen# P.E.D. ,
<br />}
<br />drawing-
<br />Na. 20 175. Minimum, separation to glass shah be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D), drawing No. 20.175.
<br />L_MATE iAL GHARA ISTICS ANDS ECIFICA �. C`T�R P TIONS•
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 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,), dritwirig No. 20.175,
<br />7.LIMITATIONS AND CONOI -IONS OF USE-
<br />7. 1. Shall be strictly incompliance with General Notes No.. 1, 8 thru 14, Indicated
<br />sheet 1 of 8 on e 1 of Product Evaluation Document !ua P.E.D.), drawl No. -1 ( ), rig 20 7t3
<br />prepared byTiiteco, Inc, and signed arid ea€ed by Waller A, Tilll#; Jr., P.E.,
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the: Florida Building Code,
<br />7.3. Product shall only be Installed into PouredcanGraf Concrete, concrete block, and
<br />wood frame structures:
<br />Product Evaluation Report prepared by Walter A. 7I111t, Jr., P.E. (Florida License
<br />Na, 44167), President of Tliteco, Inc. (Florida CA-00067I9),
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<br />GENERAL NOTES, B-31 IN CASE THAT PRECAST srgtlE, at PRECAST CONCRETE PANEls, mfctb OR aS9aD BE FOUND ON THE COMPONENTS EQR-""�("'U.•LIiiR t LIFE SAFETY STORM PANELS ale, 2!<, 3/a. ale, s>s, ifs,
<br />(SCALE 1/2ffi19 tw/to, 2w/10, 3W/to, aw/10, 6/s
<br />11�1ORTM ,In �.. Mum11 39 -=-few °='n EXISTING WALL, LL BE R5 MNHL 8E LOOK. ENOUGH TO RFAf]I THE MAN STRUCRfftE BEittA� SUCH PAtiELS. sw/10. 6w/11 & 7W/1 t
<br />t. CCOR PANEL ERMN aN 7HE PtINDDCT EYALUATDN DOxlMElT (P.EO.) HAS BEEN L2RItEO TOR C0IDILLANCE IN ANCHORAGE SNitdl A5 M1ENtmNED W B.1) AD IN B1). 19.198• (Tt37A1 w76tH)----•--- I6.196' CIDIAL WV"---- ,
<br />ACCORDANCE VAIN THE 2020 (I1h EOOION) OF TFE F=V BUtDING CDOE (C) TO EXISTING WYJW Oft SPECIFIC GRaxrY._r- 0,55 ,lkIL ; i 12s0a• tEFiECTNE. WENN) ---._ s
<br />1/41e TAPCON ANCHORS, A5 MA NUFACnrRED BY RT.W. SLAM, INC. - -�-f 1 3" MAXAF1dWR5: FOR CONCRETE SEE SCHEDULE ON SHEETS a & 8_ 3` ANK
<br />FOR
<br />AND LOADSPEED SFNU. BE DETERMINED F4 PER N WHERE
<br />E THESE THE LBO',[ II€HTmtlEaO CODE, 1 m:fi 1/4'-------.y.. -ry 10•'-'•7 ! C '6 'I i i"!" Mfit FOR WOW SEE SECTIONS ON SHEETS 10 4 11
<br />FOR A WIND SPEED AS REOlIED BY THE JUPoSDICTION WHETS THESE SNVITEIRS WRL IxiT A.ND - >l/4-10 PANIELAtA1E FEMALERIMS.
<br />AND PAEtWTE PLUS FNClIORS. 145 MANUFAURIRED BN' EECO CON511WImTION PRODUCTS. ! " 2 I ! J.350:- • 0.036' #IIaV,-1WCS i. 3'J60"-�. O f • p
<br />FOR A DRECTIONAM FACTOR Kd.+0.88. USING ASCE 7-16 AND SHALL NOI ETfCEED flE MAXIMR7A T) 1/4Y iAf �71EWO D S N.D.S:
<br />OE" PRESSURE RATINGS INCI CATE'D ON SHEETS 7 TM 12, :14,. 15, 16, 19 A 20. - 7/18 P x S/b' WOOD BUSNPHi,. AS DISTRIBUTED BY ALL PANT SCREW, BOLT $ SPEt7AETY Cp. I %- � -. . �n �,�.�� „�,
<br />IN ORDER 70 VERIFY THE ABWE COMMON, ULTIMATE OE4tGPr. WIND LOA45 DETERMINED PER AWE 7-18 - MVANW STEEL. 1,t41,.. i+ ((�}'1^T _T 'r�'-T'--?T---r -rf-•r_--r 'y '{'`''` �''1
<br />• ASPN: A-S63 ( ° • f . . I 1 5 1 Y i 1 C.t) AND
<br />YN a FE FALe IRATWN INTO WOOD 9P TAPCON ANCHOTtS SHALT T tj2• AND 2' FOR ELCO PANELtsAT€ PLUS � • 1��� HE}AM FN}
<br />SHAD. BE FIifiT REDUCED 1O A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 08 INORDER TO ^ -` t_.,y GRILLE S0
<br />AND PANELAAV:€ FTtAA4E m. ...
<br />COMPARE THESE. W/ wAx. (AS.D) DESIGN PRESSURE NkTN/Gs DNCaG4TED eNN S14EE7S 7 OHRU. Tx; IA, 1s. 16: TS &. 2D. �EDGE
<br />+ 1 `°"7" °zEO sr i / .%; 1 z�bsr c*iY. rye
<br />Cal &RM 1tIHE'ADED PENE41PAimN OF LAG SCREW. sRo THE WOW FRAAE t3ARF StNTQi !� 1 T 2'. NO 1HREA4® 1000' .2�0' t TYP, Am A-653 � T 2. :2�A• 1 MID)'IYP.
<br />IN ORDER TO VERIFY THAT A ON THIS P.&M AS ITEM WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE PFlETRATmfI INTO STUCCO SMALL BE COI/SII�ED AS PAITf OF T!E R€OU9tET3 itiREADEO TXK � _ E� 0RR12E :SD NR1MMiN IiLT+uL A-1 F � DETAIL AJ
<br />STRESS FOR WIND LOADS WAS 82L USED IN THEIR ANALYSIS: FASTIENERS SPACING TO WOOD HAS BEEN DETERMINED IN '7� E;
<br />.ACCORDANCE WITH N.D.S. 201& m3) MINWNM EDGE DMSTMM OF LAG SCREWS. INTO WOW SHAM BE AS INDICATED IN THIS DRAWING LJ0.rAlL A 4" 0-90 DAILY. t,�lALL A t , 4&V f q� STORM PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VERTFIFD M ACCORDWCE WITH SECTION 1626 OF L. _ - _._ _ _ -. _ -._ _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ 6 4 O
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 9$-S0, U-570 dt 96-130 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 51W. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG WWM '+�-1.360' 1. ` �4 { /� EQ
<br />F04MTRA7M TESTING LAB. INC., REPORTS #2032 & IF2126 . AS PROTOCOLS T-A5-201, TAS-202 AND TAS-203. SHOULD STUCCO EDOUT. AND I' MINIMUM FOR WALLS WITH No STUCCO. ` 5.260' ' '�� i� 5-mm
<br />AS WELL AS AAERICAN TEST LAO OF SOUTH FLORIDA REPORT 10219.01_W, AS PER TAS 2DI. TAS 202 AND Q ��. END STORY PANEL >/ � W
<br />v
<br />TAS 203 STANDARDS. Cb) IN CASE THAT PRECAST STOE, OR PRECAST C0AIGRETE PANELS: STUCCO OR WOW BOARDS BE FOUND ON THE EKISiNIGG
<br />2 ALL MLHMwUII EXTRUSIONS TO BE 6063-T6 ALLOY FdKt TEMPER. (UNLESS, OTHERWISE NOTED), SEE SHEET 2, WALL. ANCHOR" SHALL BE LONG ENOUGH TO REKsd THE WFD STRUCTURE SUCH PANELS. _ t
<br />ANCHORAGE SNMtl BE A6 MENTIONED IN C.1), C2) & C.4)
<br />3, ALL ALUMINUM MEET METAL USED AT CLOSURES SHAD. NAVE }TO6-H14 ALLOY. t "'-_•.....E.
<br />4 ED) ANCHORS SHALL :, wSTMLED'F'OLLTXWNNC ALL DF THE REOOMMLNDIiTiUNS AND 6PEOEICATKINS. OF THE ANCHOR'S MAAWFACTt1RER. 5 I•u.O". , -.. 3.187•- f. i 1` C CS CIS
<br />L2
<br />. 010 STEEL SHEET AOTM PANELS SMALL HAVE STRUCTURA. 9UAAli'Y STEEL ASTIR A-t153 6RAOE 50 MTtBMUM, G-60 8. P PADlEt._RD I#' y, , .100•' +i +6 .:.5.. ..TSB`. • _ _ BOLTED PANELS W/ 1/MF-20x1" GC1 yG
<br />GALVANIZED STEEL DESIGNATION W/FY+• 58.5 W (AFTER ROLLED). ANELS MAY A.SYI BE 945TAJ.EO NOIZORALLY FORLOYAHO INSTAI;dATmH DETAtS. SNOWW DN SEL'TON 3 rHROtlOH 10 (STEERS a W%Amew Eats. j 3 ,1'' "C' _ T26- � 750" U P 5: M.5, BOLT W 7 �+ •✓ C W p" i Lr - / /B" #/32"
<br />TNiRTwOH $) EXCEPT THAT HEAOER5 & ( SMALL NOT USED.
<br />!!!! .Rmoa y` i m A! O 10 AN E • 4 "�'I (SEE s€C'IIONS. As _ (SEE. SECTIONS F OVERLAP
<br />Ei ' w O p_
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES W CORROSION RESISTANT CWi® CARBON STEER. AS PER ' � , ` 10ff. �.�, � TW -_-_€ � 083' 1 � 12 1/8. 0.¢. t2 ,/2' O.C. i ��LL) N �
<br />ON SODfa W! 50 kN Wfl¢ STRENGTH AND 90 i,il 7ElNSILE STREHCDi k SHALL COMPLY W/ MORIDA BUILDING CODE 9. R SWJl BE THE RESPONSIBILITY O' THE CONTRACTOR 70 VERIFY T!ff SOUNDNESS OF iFff STRUCTURE WHERE SHUTTER IS YD i 111 /S _L-1--i-..L-..1.� Q O N
<br />i ATTACHED 1'0 WBIINE PROPER ANCHORAGE INS %%TER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 241 3.3.4. 3.3T3`.. 1,6W `
<br />eUI DINGS• r { 4 SOOT• 083' 4.000' { I.SDO' -4
<br />i t sEE :439' AJ9' CC d �`• .� C
<br />8, OUTS TO BE ASTM A-3M GALYANt2ED SIEEL, OR .t151 304 Si'NIES SSARIi55 SRiL, W19I 38 keI MINIMUM YIELD �. • { g.t COOT" & IF7AY 1 OEiA4 1 • ¢
<br />STRENGTH. 70, FAC11 RE1DUUdt 5R)RMI PANEL PADS LENGTHS OVER 8`-8 THROUGH 12'-4', AS PER SECTIONIS 8, A 9 & 10 AND ALTERNATIVES e'W.
<br />9W & IDW ON SHEETS 66 6 & 12 RESPECTIVELY.' SHALL HAVE A LEGIBLE AM REM{LY YISNfiLE TAARDt11TG INSTRUCTING 011iEtd OR
<br />7, ANCHORS 7O WALL 9#ML. AS FOLLOWS; TENANT TO SECURE PANELS WITH AApIXYBLE MID PMOOS OF HUFA#ON E WAARNNHG. xM1 "w.'-' R 0..F25°
<br />:(A) IR cXSM MEEDI" II. THE INSTALLATION CONTWAOROR L5 TO Z%CAULK ALL 94MM COMPONENT EDGES WH" REMAIN IN CONTINUOUS CONTACT WITH _.�. - plyL R ._..y..,-�-..-;5 ,Mot._._. _.-....1.' _ is y O r Q
<br />!/4Y TMCON ANCHORS AS MANUFACTURED 8Y i'.T,W. By DENT, INC. Ellin. T'c•-3I92 p.s:e.) . THE BUILDING TO PRELIM WNE/RAM INTRU57OH. ;I3 IC YON DE�i`A1L.. A
<br />- !/r- r x 7/5• cMK-1H ANGNORS, As MAFIrF'AciuR€D BY L�ww.r wD, EMiN. r�3aW aa.I.) 2:oDo^_..,•,, � 9Q'� sa
<br />- t ROUNDED CORNM O EMM OF PANELS D,M.., �.1�4 ±F - :.. _- -_ _ -_ ^....__.,._ _.. ___
<br />/4"0 x 31e SWO-SET ANCHORS, AS DISTRIBUTED BY ALL MHfO %.,M. BOLT 8 S 111 CO. 12. SrORM PANFI wSTAUATWN SH4tL COMPLY WR'N SPECS INdG4TE0 w THIS 9RAlWNO PLL15 AHY BO WHO AND T9NIN REGULATIONS At d
<br />(UK r_300U p.4.L). MOLDED BY THE JUR .'TiON WHERE PERMIT IS APPUED To. END LIP Wf HEMMED: EWE, Mh• HEARER O We BE/1DEIZ � � � /"�,,,,� /�,�� (�„ i.
<br />114-i0 PANELMATE FEMALE m & PANELMATE PLUS ANCHM, AS MNNUFAC HEIR) BY ELCO CONSTRUCTION PRWUCTS. 13. (4) MS PRODUCT EYAMUATDN DOCUMENT (Pi.O.) PREPARED By THE ENGINEER U" GENERIC laVO DOES NOT PROVIDE wFORLNiION N'T v' lJ +.:! �.:!"
<br />(MIN. re>•3350 PaT•1 � ANGLE WITH STUD [�1GEE , WITH o ID o o _—v��v... +.P m
<br />1/4"f OF TM -GRIP ANCHORS. AS MANUFACTURED BY TRU-EASY CORPORA7mN (fSr�360Q Re.i.) FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE COMMOM DEVIATE FTOI THE P.E:M y CC
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<br />A7) NIMIYW tid0EW1ENi TAPCON ANCFDRS INTO POURED CONCRETE SFW.L BE 1 3/4•: 2' FOR PAt4ELW7E :EN++LE (W) CONTRACTOR TO BE RESIT"OSILE FOR THE SELEC M. PURCHASE AND INSTALLATION MCLWING LIFE SAFETY OF THIS PRODUCT `-{ BE -
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<br />D AND EMBEDMENT
<br />PLUS AND 1 1/4" fTDR Ci rAr-S7IP ANCHORS, coH6TRNxmaY SAFEfT' AT srrE a THE mnrrwcrDRs RESPONSIBILITY TyP�' s' "'T:7�''
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<br />A2) CAR-M & SOND-SET "MRS WAN. SE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO EAIBECTAENT INTO W THIS PRODUCT EVALUATION DOCUMENT YILL BE CONSIDERED INVALID IF MODIFIED, } T.,4tN7"1.H 375' � 7D^. -. � .840" i 5T1HD R14E[iL � FOR WOOD SEE SECTIONS ON SHEETS 16 & 11 O
<br />SRKDCO SHALL BE. PEBAIitEO: f/4" e-20 SCREWM3 ! SMALL BE 1 1/2• LONG MINNBNUNSHOULD STUCCO EOLSr, I .s I , ,IN01E art tJ2' D,C.
<br />ND 1" MIfIMUd FT1R WALLS WITH NO STUGCo: AHD MAY BE HEADED SCREWS OR ALL 'THREADED SG'REWS W/0 N}gADr (d) SITE SPECIFIC PRti3ECIS SHALL >E PREPARED BY A FLORIDA REGISTERED SSaRt#'aTt OR. ARCHITECT WHICH WILL BECOME THE
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<br />PROPER 1 (rr' 7HE P.E.D. ENUTNIEER O' RECHTRO, AGiNa; AS I C DFAWTED ER TO THE 6! NfiXC tOR ,S6r ± ( COOT• , REGULAR F ORtWI P i� j, i (1) A 9 ELEVATION
<br />A3) E CANE THAT PRECAST STONE, PRECAST CONCRETE EON PANELS, PAVERS. CH THE OR WOOD BOARDS BE FOUND 1L3 THE P.ED. ENGINEER, 5HAJ. SGBtNtT rU tWa UTTER THE SITE SPECIFIC DPAWwGS FOR REVIEW, LOCATION Al !
<br />EXISTING WALL 7>R FLOi2 .UMtt��13_
<br />HORS SMYdi. BE TONG EHHLHOO TO REACH THE MAIN 5TREM,TURE BEHIND SUCH i EVEsf PA1EI. OYBIAP M • Nk .085, N.T.S.
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED IN AI) AND IN A2). W THIS P.ED. SHALL. BEAR THE DOTE AND ORGwAL SEAL AND SIGNATURE OF 714E PPIDFES90NAL-2000'---
<br />(B) To EXIgpIN[ ND7xaF1F OirAt WaI I ASTu r•-S&• ENGINEER of THAT PREPARED D. .626`f 'TTYP.1
<br />- 1/4' F TAPOON ANCHOR4 AS MANUFACTURED BY 1. T, W. SRAM, INC. 14. STWTER MAHUFAMITIERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 7. KEY HOtF. Wt IdER
<br />i/4• • x 7/8' CALK -IN AINCNDRS, AS MANUFACTURED B1' DEWALT INC. (UN. rc�/500 (+.s.e.) PANEL SHOTTER IN ACCtBDMICE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE rASEL 'j (�083' Ai TRACK AH{a'"ti *i'AL 1'ItAGK iI{LAiT PLATED T 4• Max: f�.P
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING ID COMPLY WITH SECTION 1709.9.2 OF THE j DA4f (MinS "'+ "-" �44"e 1yyMFiiM WITH STAID W VA]W�-7NlDLE MAL")) /
<br />t/4*0 K 3/4' SOJD-SET ANCHORS. AS OVEMO WED BY ALL POW SCREW. BOLT & SPECIALTY CO. FLORIDA BUILDING CODE.
<br />(MIN, V� 1800 P.a3.) rfltAWlTift SHALL ONLY BE t,
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<br />- IM-10 PANELMATE FEMALE m AND PAkONATE PLUS ANCHORS. AS MANUFACTURED BY ECCO CONSTRUCTION USED TO 5E46 . _ 7 1' _
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<br />PRODUCTS (MIN, rc-2071 P-04 RµNMNNNWiOBTAIN PERND'S IN TIRE STATE DE FRDttmA 1S- LING
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<br />'t �j FL.ORIDA BUILDING CODE Hi h YeIDG1 Hu no Zone)
<br />L --� 376 _ �T' No. 44167
<br />all MINIMUM EA INXIMEN7 OF TAPCON ANCHORS, ELOD PANELIAMIS AND OF TAP -GRIP ANCHOR, INTO NNE' i?� ! " $ .• +3
<br />BLOCK UNIT SHALL iE 1 1/4'. $ , ,�, _ rie vJ+. I _ ram ;• Tl . r FLORIDA BURMG CODE NI h Vafoot 11UMTtORtne Ions j � EN S°, , FLORIDA BUILDING CODE W h Veloo NuFrlDana YDNa
<br />P14f, 4 - zo CASE GALVANIZED STEEL slaw PANEL De3 -i N±rCIE! ATE o 0M TIMM er Fr. � a4167
<br />8.2) CALK -IN & Sam -SET ANCHORS SHAM BE EMBEDDED 71W taro THE CONCRETE BLM wlr. No 167 =s oa r I l2s- TED wCKG NUT K} 20 UK GALMAIUZEO STEEL STOlt1( PAMEt a gma T6Tua F,c ZD SAGE (IALYAt STEEL STORM PANEL ORION a
<br />INTD STUCCO SHALL BE PERMITTED. 1/4• e-20 SCREWS USED SHALL BE 1 1 2' TANG MRAIUM SHOU113 UG•('0 W - 07/ie/!WU .1N)76' "}• p ,: 44 T+R«N aH: L
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