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�11_QDUCIE\'ALUATICINN WIFOK - NO. 20 7.0 2R 01 2
<br />PRODEI T PYA_r.UAT10N REPOR•f NO- 20.072A01 I
<br />Z11LIE-C-0 INN
<br />TILIIT TESTING 6 ENGINEERING COMPANY
<br />TE T REPORT :
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<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />___ - _
<br />WAt.T'F.R A.7TLI:LT,1R., P.E. Lutacawaol.cbm
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />11
<br />o
<br />201, 203 as per 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 />nCILw--N•i 91
<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 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 081C911996, #96-570 dated 09118J1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No
<br />7. LIMITATIONS_ AND CONDITIONS OF USE•
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 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 CATEGORY: Shutters
<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 SUB -CATEGORY: Storm Panels
<br />2.3_STRUCTURAL ENGINEERING CALCMLe,T_IONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<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: G1QbaLPWt6QbQrl Products LLC,
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco. 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 />dated 11/03/08 and 03/12/15. signed and sealed by Walter A. Tillit, Jr., P E.
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE,
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />NuluurA,
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
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<br />��e`" P A 1,),�i,,�
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />..
<br />a` ti�� ••'"' ...T,i
<br />,,°$., ' �GENSF ' , ,
<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 />- :' „
<br />- 44167
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />�- -- � _ _fi
<br />*' - * =
<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, 11,
<br />''V
<br />' �,_ " ` d'. STATE OF Er
<br />at least equivalent to that required by the Code.
<br />14 15 17 18. 19 20 25 and 2 of 2 r
<br />6 6, of P oduet Evaluation Document (P-E.D.},
<br />___ ,g
<br />-0,
<br />drawing No. 20.176.
<br />1& •-,,-10p1D •..•-� �.I'
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />'1i,,F58/0N A"i E' G1'
<br />a Building Code change that may affect Its limitations and conditions
<br />S• IN TALLAT1O--N.
<br />f'±4 1
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED•
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />VJATiLL
<br />D t TILTECO ADMON RECORDS E P. E. REPORT 20 L GLOBAL PROTECTION PRODUCTS, LLC , 20 GAGE
<br />2.1. PRODUCT EVALUATION DOCUMENT (P pj;
<br />(P.E.D.), drawing No. 20.176, Minimum Separation to glass shall be as
<br />GALVANIZED STEEL 5IORM PANEL\DRWG XM178\REPORT 420-0728.01
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated sheets 8. 14, 16. 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />r
<br />(P.E.D.), drawing No. 20-178.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part of his
<br />iN,r,1rp,�
<br />Evaluation Report. `N5'k FERIA, iJ
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<br />-o'• STATE OF :,C
<br />"'�., Dt F(ORIOP .•hg1,
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 �f9rS;��dIR �S3��1
<br />�r1�,,S ONA0 E N•�`
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<br />I ILI ECo IiVc•
<br />TILLFF TESTING 6 ENGINEERING COMPANY
<br />WALTERA. TILLIT, JILT P.E. tiltemgiwl.coln
<br />PRODUCT EVALUATION REPORT FT Pf 1•x.�NJ 44L6"
<br />tL,_.A. LIau IF W AM119
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global r0ectI.oRPrQdus.Ss.LLG
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />1 PURPOSE OF EVALUATION'
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />111G20-3, 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 Cade, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Cade.
<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 />2-1_ PRODUCT._EVALUATION DOCUMENT (P_,E.D.):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inteR,K0, 't 60Q,,Is
<br />Evaluation Report. ,,`, ^ 1Zf/j",.,
<br />-P ` \DENSE'••`-z9':
<br />-x I&:i-4167
<br />% Z. 1-ur .:C4
<br />�1,��.cr I F( ono...."fl;.4k `_,-,
<br />6355 N.W. 36thStreet, Suite 305, Miami, Florida 33166 - Phoue: (305) 871-1533�`� k1FA(31i�1,84 I531
<br />PRODUC I- "rALLAn0N RFPORT NO 20-0727 017 2
<br />22-TIEST REPORT$;
<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 A
<br />p 5TM E 330. Test reports prepared by American Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Manner, 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 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile 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 />per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2,3-STRUCTURAL ENGINEERING CALCULATIONS:
<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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 B110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1609.1.2 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 16
<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.
<br />`��P'A1tr��v�"',
<br />-"Se #1 Tt :
<br />%, —. STATE OF r4
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<br />PRODUCT EVALUATION RF,p0RT_ 0. 20-0727.02 T
<br />1 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, 6, 13, 14, 15. 16 and 18 of 18. of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTLU AND SPECIFICAT10NS;
<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. 20-175.
<br />7, LIMITATIONS AND CONDITIpNS 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 Tilteco, Inc. and signed and sealed by Walter A. Tillit, 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 Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteoo, Inc. (Florida CA-0006719).
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<br />GALVANIZED S-EEL STORM PANEL \ DRWG a 2047@ 1 REPORT # 20.0727.bR/vcF . ' (� R tD 1^pr••���` `,•-
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<br />I _ COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS Iti
<br />GENERAL NOTES: 83) IN CASE THAT PRECAST S1T»E. OR PRECAST CONCRETE PRIM STUCCO OR WOOD Hnuros BE FOVNU ON ME j (SCALE T/2=1-i 1/4, 2/4, 3/4, 4/4. 5/5, 7/5,
<br />(NIO FOR 2D 0.10E EXISTING WALL NIG+ORS SHALL BE LONG EMa,DH To REAc; n& "" STRUCTURE @EMMO SUCH PANELS- i I tW/10, 2W/10, 3W/10, 41I 6/5 O
<br />' STORM PANEL SHOWN ON THIS PRODUCT EVALLWION DOCUMENT (PE.0) MAST BEEN VEWZEU FOR COMPL.NACE N ANCHC'RAGC SHALL BE AS MENTKNED N 9.1) AND IN 82) I - ,5196• (IDEAL WIDTH) _ 510i 6w/11 h 7W/11 cUJ
<br />ACCORDANCE WrM THE 2020 (7tH EDITION) OF THE RORIDA SWIDNG CODE 1 TO e.ICTLNc 1L�0. rV}rr_-g@�GR)G_y-g8yq;'..:. �. ➢,gD,yg1� - - t5,96- ROrK w10iy) _
<br />_ IZ SOD' rEFFECTAE WIDTH) - ' Y cox ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 3' LEA% 1/4-• TAPANE ANCHORS, E oAUDF PAUREO M iW BUIL1ORS HNC 6 /. .. Of51CAl WIWD LOADS SAIL ETA DETERMINED RI PER SECTION 16t"M H TERS tft MRENIN LOU[,LI{l4-t0 PA14El11ATf FEMALE KJ AFK FANFLWTE PLUS ANCHOP.S. 0.5 MN1llf AGr,�REL` PH EI GO CON5TRlICiION PRODUCTS � - - E. _ - -.
<br />FOR A WINO SPEED AS iYcWIRED 8Y THE ,NC ASC 71 6"EREAND THESE NOT E C Wnr FM IN1MW ( ANO 7x- L' MIN. -'-' POP WOOD SEE 5ECT0.'InIS ON SHEETS f0 k 11 "1' YM.
<br />FOR A DRFC'TICUUNJTY FACTOR 'c'OLBS. UoMG ASGE 7-16 ANl1 $FULL NUS EXCP�O HE MA%tYlAl iA 5 D } 1 /4'0 LAG SCREWS PER N D.S. ! y - 13�0' - --1 }•,0' - - t 3�.A• - ' S00' 500' __ __._
<br />DESIGN PRESSURE TIATMGS M(kCATED ON S7KETS 7 THRU 12.. l a, 15, 16. I9 A 20 - 7/16Y . 5/8' WOOD DUSHRIG, AS OISTRIBUTED BY ALL PCYNT SCREW DOLT A SPECW `'Y CO , ` 1 - S � ' ' - I.3511` - ` 0.OM' MIN THICK - 1.350' - '4 ' O O O O S
<br />�__ _ -1 _ _ .. " . _ _ _ _ _ - _ _ G4VANRED 51[Et - r _ _ _ - _ _
<br />IN ORDER TO VERIFY THE ABCVC CONDITION. ULTIMATE DESIGN WIND LOADS DETFRMINED PEP ASCE 7-16 '.I - ! ,ST1A A.. 653 11 •• D.M.. 2 3 4 ----T- T -. •- --"`-'T-T - -- --1 --"--7 _ I I f.-
<br />(: ,' MINIMUM MR- P N RAT ; • .�.o,,,�'�A {j�'(\�
<br />SHALL BE FIRST RF[AiOEO 'C' AS D DESIGN WINO LOADS BT MJL I1PLYT4C. MEM eY 06 M ORDER TO . eMED E iT TON MO WO(X, Of TACON ANCHORS SMKL BE 1 /?' ANC 7' FDR EI.CO PAN[LMATE PLUS + .t f i` t_.. 11„ 1 ' J. 2 0' ,�{e-��� J " 2a5.^." O' O O+ `�✓yl - - O
<br />COMPARE THESE W/ MAX. (ASD) DESIGN wif55URf RATINGS It101GITED ON SHEETS ? 7HRu iz, la, 15, tfi, 19 A 7D �' s ,f I ',.1%l. 2. r3S7' ! ', '-'JAL' 285]' c-60 OALV HEMMED - _ __ --- - _ — 1 cl• ANp vANEiM4f PEMKE 10. 8036' YIN IWCI[ H�,IYCD ., , ,RIDE 5o W19M _ ,Y_ _ —T�
<br />��st \\ fALVAhnZFA STEEL EDGE ` I , CDGE ®+ 3 F �/{�,7 T- t1 i. Q. CT'S
<br />f 2) MINIMUM THREADED PENCTFWTION OF LAC SCREW, N O THE WOOG rTRAME LMf' SHALL BE ' f/1' NO PHREADED 2.OW- .2�0'; ,dy TYP 'S /{ /S':Y A-653 T 7.000 y f r = O' ® �' tiJ 1 j i� C ft: Cy
<br />IN CRDEk 10 YERIFY THAT ANL,KA1 CA T81S PC AS TESTED WERE NOT OVER STRESSED. A 33% MCRFASt M ALLOWAf PC<6_TRAIION INTO STUCCO SHA_. BE CONSIDERED AS PART OF THE R£WIIRED THREADED PENETRATION ' HEMMED `, ,\ <j OPADi 50 MIMArt1M `L // �y �S / '24"' HEMMED `n f Or,LL A- I I 1 ( ! I I I �
<br />5TNC55 FOR WIND CORDS WAS N9.L USED M THEW ANA rSS FASTENERS $PACING Ib MVOO HAS BEEN DETERMINED M J - y,. i i 1
<br />EDGE G_g0 ryALv { EDGE y ^ _ 'fl
<br />✓ _ ixuwlMG 7-�TAlt A ���,r /J
<br />ACCORDANCE M13I NA 5. 7018_ C3) MINIMUM EDT.,E DISTANCE OF LA4 SCREWS, INTO WOOD SHALL BL AS INDICATE' :N Mlc i 1 / 48% (-IZETAA A ����� �� 48.R I i f/]
<br />STORM PANEL -9 ADEDVAC'r ED WIPACT ANU WINO RESFTANCE HAS BEEN VLWFWC IN ACLOROAWt W- SECTION 1626 O - - _ - - . _ . - - - . _ _ _ _ _ _ _� , �`� - - . - - . P- 1 � I � I 3 N �..
<br />THE ADM MENTIONED CODE AS PER MURRR'ANE ENGINEERING A TESTING MC REPORTS 96-569, 96-570 A 96-730 AND C 4) MINWIITM PpIETRAT,ON OF WOOD BUSHING SHALL K 5/8' 1/4' 0-20 SCREWS USED SHA.-. BE 1 1/2' LONG MWWOUL - I.350' `--I 3]0' I J I j ) . EO N -p
<br />FENESTRATION TESTING LAB INC. R[FORTS 12032 A /2126 . AS PRWOCO,S TAS-201, TAS-.ASAND TAS-203 SHUULO --JCL-0 EXIST ANO I' MINIMUM PDA WALLS WITH NO STL1(:C:; --6,250'.. -_ -. - - •--I,]SD' - - _ -. __. € i Ty7
<br />AS WEll AS AMENICAN IEST LAB CW SOUTH FLORIDA REPOK 00219.01-09. AS PER TAS 201. TAS 207 AND � ¢ -•"+•
<br />TAS 70.1 STANDARDS - C 5) M CASE IH LT PRECAST STONE. OR PRECAST CONCRETE PANELS STUCCO OR WOOD BDARa1S BE FO MO OE T«E UMI ,A; I OI STORM PANEL O END STORM PANEL ' _ ? -
<br />✓.�� WALL. 41CMM SHALL BE LONG ENOUGH to REACH THE WMV S RIA-WRC BEHOLD SUCH PANELS 1 _ - � , ._ C ''i1
<br />2 ALL st 4fte_IM F-XTRUSIONS '0 BE 6063-% &COY' AND TEMPER (UNLESS CUIFRsASE f MOT SEE SHED' 2 ANCHORAGE 5WILL BE AS MENT*NEO IN r 1). C 2) A C 1) W.,187' - A . i I •T F C
<br />S ALL ALUMINIUM SHEET METAL USED AT CLOSURES SNKI HAVE J105-MI4 ALLOY : �� ! ___ _ _ _-.._.__ _-. ,�i > --
<br />iU) ANCHORS SHALL t:C 'NSTKlfD FOLLOWING &L OF THE Iff OOYM(NDAnfI.S .NO S'PECN,Ci11tUN5 OF iMF ANCMUP'S MANUTACTJREA T.250` / I - 2.i87' _ - j N '�
<br />4 ALL STEEL SHEET MET& PANELS SHALL HAVE STRLKTURAL QL My STEEL. ASTM A-653 GRAOL SC MIrOMU4. G-W i ✓AIWIS END LIP /%- ! 1 250' t00- R• O ,j 125' - ,yam. ,- 1/4'.-20 1/4•.-M, •V ' InA BOLTED PAIN- W/ 1/40-20XI' _ _ i . �_ U �! �
<br />GALVANIZED STEEL CES4NATION W/rY S8.5 Us (Ar7EP ROLLED)8 PANF_5 MAY ALSO BE INSTALLED HOR,Z(XRALLT FOUCWNG MSTALLAM/+ OETALS SHOWN oF. SECTION 3 THRO4, H 10 fHHEETS a �r 2W I - 304 SERIFS Sol SERIES .: UNBOLIED PANLLS N 3 w/ HKION'D fLGf 1 100' I.125' - .150' -
<br />tHROVCYi 6) EXCEPT 'MAR HEAIOERc_ d A (I SHALL NOG , USED _ -•I I-' R 0. —� - _ SS Si110 IeVETTD 5 S. STUD RWTLP (SEE SECTIONS A. - 5.5. Y.S. SOLI W/ J/B' x Sf3?' 11 fC , W _=
<br />5 ALL SCREWS TO @f STAMLES'a >TEEL W4 OR !16 IM51 SERIES OR CKiRRU51pN RESISTANT COATE'u 'A480N Srf4 AS PER ,250• --1 H TO 7,-L, • TO AMfi,E • , WINCNUTS O EA. OVERLAP = V y
<br />/ R IT S/Atl. THE RESFONAEaL;TY OF THE GONfRA;IOF 10 VEIO,T T1% SCIVNDNESS THE $tRUC'nJRE WtERF SHUTTER Ic TD BE / +� 12D.0"' ' _� ' I II 12 1/Y O.C. 2 f7. OC N Pi1r,ARLL) (SEE SEC/10N5 AS APPUCAHI_E A'H''„ '/'
<br />CARBON ION 50018 W/ 50 b: YIELD STRENGTH AND 90 Xs, TENSILE STRENGTH A SHALL COMPLY W PI-OWDA 84,10.E CODE - ) ET C
<br />SECTION 7a, i S.3 a ATTACHED' TO INSURE PROPER ANCHORAGE THIS SHLRTER SHALL ONI1 W ATTACHED TO CONCRRET. BLOCK FA{ WOO p fRWE .•" - ' ' i 09J'• - [- 1 _ Y - CL7
<br />MILD mS -.r 3.375' I OBJ' J3D3- I II 2OW. - i 1SOD` , _ _ - _ ,_ _ , - _ I._I 'y �j Ey �' 7•+
<br />!1 1 ,•. - , • J 093" l 2.T25' OfTNL r .9J9' .8J9' SEE %- f' N i _ �' 6 BOLTS TO BE ASTM A _K1] CALVANIZEC STEEL. ON NSI 301 S!"AK5 STAINLESS STEEL A<tTt 3G k, MINIMUM •`Elf, t I r .
<br />Sf REHG1. 10. EACH REGULAR STORM PAHEL WITH IENGIHS OVER 9'-8 THROUGH 1f'-4% A PER SECTIONS 6. S. 9 S 10 ANC ALIERNATMS Bw, 0 250 - - 2.125' -� R O 375' '125'! i 1254 , j EO ' I C -
<br />4W k 10W ON SHEETS 5, 6 A 12 RESPEM4LY. SHKI 14VL A LECIRLE AND READILY V15181E MARKING MSTRUCTTNG OWNER OR NENNFO - 1 i I ` 1�5, N i
<br />T ANCNOR6 TO WALL S11ALf. 8E AS FOLLGwS TENANT Tb a f i I 375 .ISO• \
<br />4ECURE PANELS WITH APPLICABLE REINFORCEMENT DURING FERIT OF HURRICANE WARNING I R 0. "J{
<br />(A) T¢-.Ei!5TM EWllF€FSi 0pyrgZ7E I I THE MSIALTATION CONTRACT(,* 1S 10 SEAL/CAULK A,L SHUTTER CLIMPONEW EKES WHCH REMAIN IN CONTINUOUS IONIAC! WITI, L� IL �•� � i _I �'H -� 5" Mox. - "5oi -1 SDI � 1 L: -
<br />fell R
<br />1 4'0 TAPCON ANCHORS AS MANUr AGTURL'D R1 ITw WILDEX. INC IMe 1'P=1192 0119 ntC BWWING t0 PRMHr WIND/RAIN MTRU510p f DIY l3J/ -''
<br />. 1/4• e . 7/E' Ca,k_* ANCHORS. AS AIAIUFACTUREC' BY OEMIALT INC (MIN ''E-3UDU -� - 2 ,- -
<br />- 1/.-. . 3/4' SOLID -SET iNf.«CAS. 45 pfStRlHUffp 9T AEI. P[NNI SCTiEM, NDIT A 5PECULIY CO v PANEL INSTKIAMN S441 COMPLY R T _ PLUS n R01-N•1DE(1 l'ORNER O ENDS DF PANCL•c 1111 R D.M.:®•4.14 /' --I O - • - I- j,
<br />P.ALT srR, n ,N PRODUCTS STORM
<br />v g` "HE JDa:sD1GT1oH WHERE PERM 45 PSIE'ONao r£n N THIS DAAwtwG P s ANY lA..nLFANr' AMU ?.HIND REwuxro4s ISOMETRIC VIEW DETAIL 2 HEADER 3 U` HEADER 4 4 ANGLE WITH STUD 4 ANGLE WITH + `J //,1-♦ay - - 0'- rCel. -- o'. _ ' o i:t o ' _ :... Y i �.
<br />,Wn -3000 p.., END LIP W/ HEMMED EDGE. � " � O ANGLE � ® �C-- ,_ , ,
<br />- P14-10 PANELM.ITE F(YA(L D N PANRMATE PLUS ANC11OR5, AS MANUFACTURED 91 ELCO CON N: L PROD J. - oulrai 0 �
<br />t (a) TINS PRODUCT /GT SPECIFIC
<br />FRON OOCIt. IP !' T PREPARED (N.T 5) if I ® �, 4�+ 4B . 6�01
<br />I
<br />(MIN. ! r.3350 P+:-• ) 1 8'• 'HIS ENGINEER IS GENERIC AND IDES WOt or7OVIUE ,NrURNATKM REVERSE STUD 1' MA% , MAX I
<br />I/4"I ^.f TAP-CA,P ANCtHpRS. AS w•N!,rACIVREO BY 'TA, -FAST ,.QF,E ATOM (I'c-360a FOR A SITE S:YECTFIC PRDJEGT. ,1 "ERE THE LIFE CONDITIONS i)f1MTE FROM THE PE:, , -- _ - - 1/4, 2/4, 3/4, 4/4, FJ/5. 7/5. .
<br />P0, 1 T SEE o 1' MIN 411
<br />SEE GET. tw/lo, 2w/101 3w/1o, 4w/1o, -
<br />!o) BASEDCONTRACTOR TO BE RESPONSIBLE FOR THE 'S W)ON, PURCHASE AND LONDI-,t NS MTATtED ,.I-X SKETY O THIS PRODUCE 6/5
<br />AI) MINIMUM EMDEDIIENI OF i 1) I ANCHORS 11 POURED CONCRETE SMALL 6E 3/1'- i' FOR vAN{I WEE rT.WIE _,.j 1/1a • 1/1a 37{'
<br />,O +4A) P,WEWLTE PLUS ANC I 1/a" GOP. CF 1AP=.;NIP ANCHORS BASED ONOR" PE.?. PppvpEO HE/SHE UCES W31 DEYNTE FRfp4 iH6_ CGWGAON6 OETNL ED CR! Mb DOCUMENT f e3u' 1YP TOP LOGE ._- D96' 371' _�• ... ].�• SW/l O, BW/11 A 7W/1 T
<br />CONSTRIfCFICW SAFETY AT STFE IS THE COHIPACIOR'5 RESPONSBO ITY , , }IYJ' P PANEL 188"f _ - , J10'
<br />A7, rxx-fN A SOJD-SET ANCHORS SMALL BE EMBEDDED ]/e' NrTO THE PUNREn CONCRETE NC1 EYOEUMEnT INTO 'D
<br />'I 125' t/i 0-2D.30A 2' IIIIES _ ANCHORS fOR CONCRETE SEE SCHFWLE ON SHEETS a A 9(E} THIS PRODUCT EV&yMTON ULICUMEM MI BE CONSIIICNED IN7� IF MCD,nEL �-\I ) (- ♦--i< . 55MID RNETFD TO FOR WOOD SEE SECTONS ON SHEETS 10 A I1 -188'STUCCO 5AI: BL PERµ4TEO 1/4' 0-20 SCREWS USED SHALL BE I :/Y LONG MNN1 SHOULD STUCCO EXIS 1407'1063•62.5. 375': _3�! _ � , '.270' 856' 640' rNNGtf a t2 1/2' OCi NO I' MIMWUM FOR WALLS WITH NO STUCI:O, AND MAY BE HEADED SCREWS ()a A� THREADED SCREWS W/O MEAU OF SITE SPUIC K PROJECTS SH&: BE PREPAREDI DY A FL(ROW WGIS:ERED ENGINEER OR ARCHITEi WWCH WILL BECOME rH - T ' / 1 ) 1 871' -!I L11BUT VIM WING NUTS ENGINEER Or RECORD (,EON) FOR tHE PROJECT AND WHO WILL BE R[SPONSJBL FOR r-E I : 3»4' 1 .! 1-3.E1' R.062' 1.671' \R1_�__RROREa v5F F1F ME P.E O ENGINEER ,Y RECORD, ACIXNG AS A RELEGATED fNGR4EEA T'v 'HF 5/ TA'. HO,E r0a t i 8106J p9J', t C15' 1
<br />AJ: M GAS[ THAT PRECAST STONE. PRECAST CONCAFTE PANELS. PAVERS. $ELIDED OR WOW BOARDS BE FCIUNG ON THE P.ED ?FCMEEA� S,Wl SC•0.1R i0 iM15 UT/Fk THE SITE SPECIFIC uAw,Ncs FOR -$TLO LOCATION AT '�,- ) ,, , ., ., r 1 H , , ';°• REGULAR STORM PANELS '.1 & 7A ELEVATION
<br />EXISTING WALL 0R FLOOR, ANC«ORS SYAIA BE LONG ENOUGH TO REACH THE MAIN STRUCTURF BEHIND SUCH EVERT ,"WE. OVERUP I NA,.. * j - ! D80' NT.S.
<br />_ o@A'
<br />RAh£;5 ANC<gR4:E Sl6Yt RE ti 4E1JT1DNED IN A tl AND M A.2) 1<1 THIS P.E.D SHALL REM ME DATE AND DRIG,N& SE& AND 51GN•A IJRF lX THE PRO'LSSfON& i _ _-
<br />ENf.INFER Or. RECORD 1lMT PREPARED R 'l 625'0 - � 2 �• tTYP )
<br />,B) TD LXISIING 1DHLRE E_Z,0GA_'BA.L.ASZ4_L-9D 000` J KEY HOLE WASHER ��%
<br />t/.' IT •APG'JN ANCHORS AS MANUFAC'.'" el I I w BUILOEX. INC I SHUTTER MANU,ACIURER'S LABEL SHALL BE LOCATED ON A READII VISIBLE LOCATION AT STOR4. _ _ U6S• © `FW TRACK ANGLE © y�6` `F` TRACK © FLIT PLATED 1/a' Moe, GAP
<br />1/.' A r 7/@ EA1. K.-+N AKK.YgRS. A5 MANVfACNRED BY pEWKIINC (MIN FE+1 0U R-<. , PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FLOAEM BUILDING CODE 014E LAM _ r 267' -^)
<br />SH4L RE PLACED FOR EVERY OPENING LABELING TO COMPLY IM'H SECTD. 17099E OF IF 0.036• (IMP) _ - C94- WITH STUD MN I'1k'tilM - WHOLE WUUEYf I
<br />1/4'0 t 3/a SO-t SET ANCHORS. AS LX MOJTED BY ALL POINT SCREW 9CLr d SPECALrY Co 1 0P1LU 3UI DI.G cIwc GALVANIZED STEEL - f/ .344'0 ~�` AIN1N11111/y„r,/ ( _ 1
<br />(MIN R•0.18oc PA.,.) THI$ DRAWN( STROLL Di1L.Y BE usFn To - I _LTD.
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<br />II11 ,U PANLLMATE FEAUUA I,, AND PANELWTE PLUS ANCHORS. AS MANOXAC:TU90 By ELL`O CONSTPWPON Mn IV ,)}. `N.``�•t ,.......... '6 _ _ - --
<br />R11/..DO TS NM !'t:?D71 .V A 111A,TII/M y „^R7NN PERMITS M iNE STATE C^P FLORIDA-' Y Q,• ' '9'
<br />P.,) „NHL MN� ^� i } E3'r VCENsA , _ - _ _ ___ _._
<br />I/4' a CF TAF-GRIP ANCH;AiS., AS WN,RACTUAEO B- 7RU-FAST ':ORPORA IO . -\ER T/( .37s'e i e'.w+--':<3@•. 975•. ` 1 /d, . . _.._. -/ 1_ N1NI NTT, NR
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<br />S 1) WNWVM EMBEDMENT OF tAPCON ANCHORS, EL00 PANELMATES AND C'f TAP-GRM ANCHOR INTO 111E Ci,I iE lCf • FLORIDA BUILDING CODE (Hi h Velocity Hurrlc On• Zone 75' &2S J N, ••• - - ✓''fy I
<br />EILOCK JNr ,FHA,z rE 1 V4' y: 1• _ e1010 0.T0A INN , P _ ,'} I , it . * * c FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ") { �•;y>P: ` LENS, '9 i FLORIDA BUILDING CODE (High Velocity Hurricane Zonal)
<br />20 GAGE GALVANIZED STEEL STORM PANEL TYF BOTTOM '
<br />9.7) CALK-M A SOLID -SET ANCHORS 5TA4L BE EMW_DDEO 7/8- INTO tHE CONCRETE B;DCTU UNR NO CM - NO. 4 167 i---- --_. °Alm in. 063 - _. "...0 NHGKE,. iDR v PANEL ' STATE OF cc= Cl- ITT. we , — 11, rc «c
<br />= --'--- ?5C PATEn WNG N_T ? •NAr 20 GAGE GALVANIZED STEEL STORY PANEL f° 20 GAGE GALVANIZED S11EEL STORM PANEL
<br />.-
<br />INTO sTTxcG SNaNi BE PERMIm-D •/.• .-2o scREws USED SHALL e£ T Eli' s,NG MINIMUM s�1ou1D 4Tacro _ t-- /� iGL08AL PROTECTION PRODUCTS. LLC. °1f ywn% 70 . ,2w - - 1e,5' 1/y'�,� �� HOLE �.r'''• ,EO" Df..•' �4'•f •"- ------�.--'R�" e' NO 44167_ * i _ roMw s.
<br />EXIST.'', '.' MMIYUM FOR WALLS WITH NO STUCCO SLAT ,� __ III .-' 'IL E 4A O MG -..-_2.Oo0' - V F .. �.,-.`.4sL1�1. 07/L/'sOIO - * ______.________.-\ -_ 07/ie/]Of0
<br />' 9'• OF - , .eRo s • „1Xn ., s 'Y.�.r_--=-�-.ECTION A -A.
<br />sor;'. F( P +au� yReeTEwo •a9 wrOAn. >PE. n 1u•. DET L 1 AT PANEL /0jiy _ ENe 1GLOBAL PROTECTION PRODUCTS, I.I.C.0.`E. t. l 11--lz A, iGLOBAL PROTECTION PRODUCTS, U.C. P T
<br />,/ S OR D .•' �/' a. m AYIEMA (9,.)•J-L R .M (9N)•p-eN: Io-176 T .1 ''1'1j r .IIBINI�„ •'•' 1 \ ; aeon sw 31 sTPFTi NTS ATE u -\ 1 L E C O I Mc \ M00 SLIM 5• Site¢+
<br />F -L ,MIN.•,-•.M FT 1A cRa.z Mn 2`X7`X1 /4` NhTN N[ Y. u • Nc A w Du (� iAL T Nc� u oacEe+Nc cwPA LANK. n .vs1. "'' p ' T1Z. wT Tcs coo . cNO«cFARm covey Y • aAE. w1.
<br />6 G ooenn X .�.,mlMc / S. /- * •v�•'t� .. Hew. ,«I AaNE. f9s.)mR-75.5. FA. fey. en] 20-176 ''., OA.'. DRI •-Y-r, _', firma M. ,*...Neon E. ,M AHaME ,_FM a-7s.e, rK<. (9e.ler-e'n, 20-176
<br />'1r /DNA i ALUMINUM ANGLE YOEamac «SER w/ ADDITIONAL oM.Wc M •''qSS flRL MwN,uR n r �} 000E7,9 BLit. c .
<br />4J1/SIryMN E/0FN
<br />---- -- 1,1, 11" u WR,NA ,a .M •.LxT __ 7e • 1/a'..3/32' %ASKP (STAINLESS - - ,.:- 1-1 • G 100061 11 (Ae} .nm u, M. �- F Iss <n _,yl,
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