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<br />PRODUCT [EVALUATION REPORT NO, 20,07290 -, 2
<br />PRODUCT I VALUATION R£POR'P NO, 20A72Y.01 3
<br />1 L ECO INc.
<br />TiLLIT TESTING 81 ENGINEERING COMPANY
<br />2.2. TEST REPORTS:
<br />II. MATERIAL CHARACTERiSTLG>S AND SPECIFICATIONS:
<br />_____
<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 />wATTER A. TTLLIT, m., P.E. tfltCQD@3O1.COM
<br />YE rtl. U-1.. N414T
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
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<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D. , drawing
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<br />FLC A. Lu:.un N,,. DW17 F9
<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 08/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<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 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE;
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />REPORT NO.: 20-0728.01
<br />P.E. and Henry Hattem, P.E-
<br />7.1. Shalt 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 SUBCATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<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 bad, 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 />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />MANUFACTURER: Global Protection Products LLC.
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />48DO S.W. 51 Street
<br />dated 11/03/08 and 03/12115, 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 Wafter 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 />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />�A1A
<br />61G20.3, Method 1 D of the Florida Department of Business and
<br />P
<br />LOADS
<br />EPanel
<br />+`"" �TI(NF`%
<br />Professional Regulation.
<br />z�fLi1 NDG SSeSTStorm has been verified to sustain wind
<br />: ya`i \CENSF r.�9y:
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall bass indicated on sheets 8, 10, 14, 15,
<br />f 6,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />•-- _--,e, _ 44167
<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
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<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 1$, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION:
<br />F.
<br />a Building Code change that may affect Its limitations and conditions
<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 />VVATILL
<br />DA TILTECO ADMON RECORDS 1 P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2.1. PRODUCT EVALUATION DOCtJMNs(P.E�D.1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANF_LI ORWO# 26.1761 REPORT# 2"728.01
<br />Drawing No. 20-176, titled N20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P,E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A.
<br />Tlllit, Jr., P,E.; dated 07128/2020. This drawing Is an integral pa,t�QJ,JP)�sr/
<br />Evaluation Report. R 4 ri FF4a,,�
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<br />/ /, STATE OF S r
<br />�r.�. fi<OP.IDP.•' F�`�
<br />'%,dc .FCORit3 :��1
<br />6355 N.R'. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 � ,,''Ppkfi 5�1
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<br />1 L I ECO INc.
<br />TILLiT TESTING & ENGINEERING COMPANY
<br />- - -
<br />wALTERA. CQ LIT, rR, rJ PRODUCT EVALUATION REPORT P.r L —No 4 161
<br />1LC.ALLi No.)-D6?I9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27. 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Stone Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Repoli Issued by Walter A. Tilsit, Jr., R.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 020-3, Method 1 D 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 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 affact its limitations and Conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.
<br />Drawing No. 20-175, tided '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 07/2712020. This drawing is an into$"1Rb+1>i5flOjf j), Is
<br />Evaluation Report. %0 %, p y
<br />'��-f$di 167
<br />i/^ f'/ #3-" ' * *
<br />% 's $', STATE OF : A,
<br />6-155 N.W. 36th Stint, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1,4 F p(3b�.84"t-1
<br />PRODUCT LVA_r.L'ATEON R-rEPORT NA 2N,-o'7�7 D2 2
<br />2S_ TEST REPORTS:
<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 ASTM 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. Mehner, 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 November 23, 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. 1OKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />91 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 12/18/10 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 shatter assembly, as per SSTD 12-99 Standard.
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<br />f = I.. STATE OF •wo s
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<br />PROD 1(:T Ti VAi.L1AT10N REPORT N(1 ]R_O^i3•T M 3
<br />5. 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 />B, MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<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 />20.176.
<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 CONDITIONS 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 Tifteco. Inc. and signed and sealed by Walter A. TIIIR, 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 poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tfllit, Jr., P.E. (Florida License
<br />No, 44167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />GALVANIZED STEEL STORM PANEL \DRWG#20-1751 REPORT#20.0727.QRi, -. (QRt(}P •.'�`4`
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<br />/.��p�� u���• COMPONENTS FOR REGULAR dt: LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s,
<br />GENERAL NOTES: e.3) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PNVELS. STUCCO OR WAND BOARDS BE FOUND ON THE (SCALE 1/2=)7
<br />(te130 Fin %e HTAIY GLLe1E@O Wrr9. WLDWY rM1etW1 WSTING WALL wICOM SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE "NO SUCH PANELS. iW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />1 STORM PAN¢ 5NDWN ON 1N6 PRODUCT rtAL AT*N DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COWPLV14U M ANCHORAGE SKULL BE AS YENTDIRD M 8,1) AND W 8.2)- -- - _ - -' . -_ --- - 15.I95- (TOTAL WIDTH) - - -- --- - -- - - - - -_ - - - _- 13.196- (TOTAL WIDTH) -- ------ - 5W/10, 6W/11 a 7W/i I
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) 1T EXISTN0.6000. (MIN -JMM GRAVITY. C - 0.55 NM_;: ____ -- -- ---12.500' (EFFECTIVE WDTN)......- - - -.
<br />1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I T W. SU"a. INC. FORCONCRETE SEE
<br />DESIGN OM LOWS SK RE BE DETERMINED AS PER SECTION 16200E THE * IIF/1T,E IN CODE. /tt-10 PANELMATE TOLE D AND PAPELMATE PLUS ANCHORS. AS MNIUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ' - --.-..-_--_ 6 1/4 __ . - __-._ - t -_. _.. ------6.250•---- -__ _-- - _I' WIN,
<br />_.__ --_ ANCHORS:FOR MOOD SEE SECTIONS ON SHEETS 1101 So __... '�-3. MIN.
<br />FOR A WAND SPEED As RECURRED BY THE JURISDICTION WHERE THESE SHVTERS WIU BE INSTALLED AND 7/16'•�3/8- W00PER0 BUSHING. As DUS7RLBl71CD BY ALL POINT SCREW. BOLT k SPECIALTY CO.- i\I.W.. O O � I O ___
<br />FOR A OIRESSURE RA FACTOR ICATED5. USCG ASCE T-16 AND SKULL NOT EMCEED TINE IMJf11IW (AS.D.) j ,--1.3r0 - , r1.350' 1.]SO ` , ; / ,- 1.360•_- Op}6' MM, TIKN -1 350
<br />DESIGN PRESSURE RATINGS INOKAT[D ON SHEETS 7 /I9GU 12, ta, 5. 6, 19 ! 20. - ' 1 - _ _
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<br />W ORDER TO VERIFY THE ABOVE CONORION, 11LTMATE oESIv+ wlNo LANDS DEIERYINFD PER ASCE 7-16 C.,) MININU4 tlmEAOED PENE7PAlDN Wf0 MooD OF TAPCON ANCHORS sKLALE BE 1 1/2- AND 2• FOR ELCO PANELMATE PLUS i f !' .2�yp• i]f o - A'6 ) i�o• GALVANIZED STEEL , _�, D, M.. 2O. U3 .®+® F ___T___T__T- _r__T___r__'___r - _ __ __r_T__� ___r_-r__�__r__T__�_ _T__' r__r_ ) i
<br />SHALL BE FM$T REDUCED TD A5.0. DESIGN MIND LOWS BY MULTIPLYING THEY BY CA M ORDER 10 AND PANELYAIE FEMALE D. I / O.a7E' YN. l/aat KEY11m ? !, 2.65Y , 00 HOAAM-11 " r I r i /�
<br />COMPARE THESE W/ 140A. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 Tom 12. 14. 15. 16. 19 A, 20. / , i -4 2.657' GALVAAQED STEEL EDGE � / � / ) ���� G-00 GALV EDGE ` / 4 3 4 + 6 I � I � l!)
<br />C.2) UNI W THREADED PEMETMiDN OF LAG SCREW'. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED 2-DOD. / , 11'P_ ASTM A-657 2000 .2 'i INEIALED TYP. O�.O ®' O I I I I I I W
<br />IN ORDER TO VERIFY THAT NIGIORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A JJ% INCREASE M ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIOERED AS PART OF THE AEOUOWD THREADED PENETRATION. Ar, ' 1EYYED GRADE SO MaMPY ORAe �T / / EDGE �� Lt. I I I I ® O
<br />STRESS FDR WIND LOADS 1W,5 1/5E0 W THEIR ANALYSIS, FASTENERS SPACANG TO wools HAS BEEN DETERMINED M - - -�j- ... - - - - - - 0-60 GLv. \ i - - - - - N i I I I N r,) %
<br />Ate' - W l _ _ _ _ _ L�TAII A 16.8 I `
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND MIND RESISTANCE HAS BEEN wtao o IN ACCORDANCE WITH SECTION 1626 OF ' _ _ _ _ _ _ l ' ... - - _ _ - - _ _ . ' T I _ _ 1 1 e
<br />_'- - t. ._ I I qj i I I C
<br />ACCJDRDANCE
<br />8.
<br />C4 MINIMUM
<br />SNao EiciSr�AN� N,NuM i0 LwN�is3WRM NO STUCCO.
<br />USED SfW.l 1 t 2• TONG 1AMIMUM 3'so• ,�-,.3)so• -'--1 1 . 1 _I_�1-_ �'.I I ._l. 1 L :1 I i Ea .P•�` --' :'-j
<br />THE ABOVE MENTIONED CODE COMAS PER HURRICANE DIMNEEPMO a: TESTWG INC. REPORTS 96-$69. 98-570 t 96-T30 AND C3) MINIMUM EDGE DISTANCE OF NAG SCREWS. INTO MOQO SHALL BE AS MOICATED IN nay DRAWING / A N .,_, -.. _. _. _ -._ J. . 1 1.-_ - 9 i^•- C . /
<br />FEWSiRAnON TESTING LAB INC., REPORTS /2032 ! J2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 - __ .----8.25D'-__.....__ .- T - _I -I . T_ r .-._ 1 .1-. • _i__ y.� `J.� .1�
<br />AS WELL Sr AMERDS. TEST LAB OF SOUTH FLFIRDA REPORT r02,9.01-OD. AS PER TAS 201. TAS 202 MID _ -- - 1 .__i _ 1 I I I i M �'
<br />7A5 203 yTANOVD". WALL, ANL7IOR5 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE �TNtro SUCH PANELS, ...__. - L -� 1I 1 1 -
<br />2 all ALlHeN1A1 EXTRUSIONS TO BE 6083-T6 ALLOY AND 7OAPFR. (UNLESS OTHERWISE NOTED), SEE SHEET 2. ANCHORAGE SNW1 AS MENTIONED IN C.1 ). C.a) k C.t) •^�/ 2 i�-_ - .. - - A I _-_.f { ..i - I i I __ I A � ,--
<br />c s) W CASE 71MT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FaWD ON T NE EXISTING 01 ,STORY PANEL © E[9D STORY PANEL I
<br />i _3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE NSTALLED FOLLOWING ALL OF TIE RECOMMENwnONS AND SPECIFICA71ONS OF THE ANCHORS MANUFACTURER. 11 1 2501 2.187 ' I l I - I- - - I I _ - - - - ) .�j �f '
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 MINIMUM. G-60 FWAEL4 END LAP / - - - - � too' R O 25• - 750•..- 1//4'•-20, ,//4••-m,. /23' I ` „1' I - ( _ _ - _ I V V. ,"(•
<br />8 PANELS MAY ALSO INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SNGMN ON SECTION J MRtXDH 10 (SHEETS 4 t 1.230• ,}80• ' 304 6DaFS 304 9101F5 - UNBOLTED PANELSiED PM1F15 W/ 1/N-TOxt- �. N
<br />GALVANIZED STEEL OESDNMnON w/N. 5a 5 b1 (AFTER ROLLED). W/ FEAeED EDGE. I .Too' e 0. i -f .T25' 59. 6rY0 RIVETED s.s. onto mt= - 1 750'- I :,� I I I 5�.5. M.S. T W 7/8' x 3/3Y fI U _ V .
<br />THROUGH 6) EXCEPT THAT HEADERS ® a ® SHALL NOT BE USED. <. SEE SECTIONS AS OVE .730- 1 TO ANCIE a io NWAF M I 1 I NGNUTS O EA RLAP V -f
<br />R.6 Wr
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<br />APPu7aBlE
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<br />3. TO AMIlE55 4 OR 116 SERIES OR CORROSION RESISTANT CANTED CARBON PER la , QC ) ALL SCREWS 8E 5T STEEL 30 A44 STEEL AS ,a t ' O.C. I I
<br />9. rt SCULL TE THE RESPROPER N H THE CTHISSH T TO HALL ' ONLY
<br />SOUNDNESS OF 'HE CONCRETE.
<br />BLOCK
<br />WHERE SHUTTER IS tD BE eMx • �' (SEE SEC OHS AS APPLICABLE) /
<br />DIN •Dole w/ w IWi HELD STRENGTH AND 90 x4. TENSILE STRENGTH s SHALL COMPLY w/ FLORIDA BUILDING CODE � :o.OB• 1Go
<br />SECTION 2a, 1.3.3A. - ,.5D0' 1sW' _ 1 I , _ _
<br />8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI SIDS SERIES STAINlE55 STEEL. WITH M bi MINIMUM VELD _ ` �. �2,1.2S• t )939" .9]9' { 1 i I - l I._�. . _ _-: T _ L =i..l. I.. _ - 1. _ -)_. I _ t _1 1 T T - f ,,y,ATTACN� rD wSUTE PROPER ANLIIORALE TML$ SNUTIEH SK(Ay ONLY BE ATTACHED TO CONCRETE, BLOCK OR MD00 FRAME - I I I Ar, ,E,alIDWGS. �- T 1 1 .- .. _.
<br />5TRENIGRH. ,0. EACH REGUIM STOMA PANEL MIiH LFJVGRMS OVER 8-e THROUGH 12' t', AS PER $ECTONS B. 8. 9 k 10 AND ALTE1aMTtVES 8W. 0.250� •• .J7s'as• i 1. ) 125 I 1JT3)t 12?i I i I T i T 1 - '---T-, EO L: T..,3.375• 093' 09J• 003 a 000' ' I ' i9W h IOW ON SHEETS 3, 6 r la RESPELTIVELr; SKULL HAVE A LEGIBLE AND REAdLY VISIBLE MAM(pNG INSifKTMG OWNER HXI . - -i - - I I � 1 1 a .-
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS' TENANT TO SECURE PANELS WITH APPLICABLE REINPORCEMENT DURING PERIODS OF HURRICANE WARNING _ '' It OL T I II I I TIC I , FT .. -� <
<br />r11E "CIALLATION CONTRACTOR IS TO SEAL/CAULK L- _ I . I I I G' 'U
<br />(A) TO/D4:RTG7% GUHOR ANCHORS. MANUFACTURED
<br />A UFA TURED BY ITTURED BY OEWN,1 WC.%fW"I'<-9J000 D.x.i.) 11. THE BUILDING TO PREVENT WIND/RAN MTR'JSOH ALL SHUTTER COMPONENT EDGE WHICH REIANN ,N CONTINJOUS CONTACT YRTM ISOMETRIC YIEW DETAIL A R 2.�•26' -- , r� �3p` S" -.. i•�`'. - l • - __ _ J __I.___(__�_.._ _ I I I ' I ' <1• j _
<br />12 STORM PANEL INSTALLATION SHALL rDNPLY WITH SPECS INDIGIED M Has DRAWING Plus ANY BIHIDIHG AND ZONING REGULATIONS ROUNDED CORNER O ENDS Of PANEL It . W •--2.000• D.Y.. 4 + -- --I---• r-- -y -- , - - '- (1 `.
<br />IIFML R _- L.- I
<br />1/N • . 3/4 SOUC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT r SPECIALTY CO. PROVIDED P BY THE JURISDICTION ASH WHERE FERMI IS APPLIED TO. END UP W/ HEMMED EDGE. ® ® O _ __ __
<br />(M,1. r,:-3000 O") 0 h HEADER O3 e� HEADER O AWA,E ® ANGLE WITH STUD ® O+O @-®� ' � o i o 0 o I 1 - { / ._, -, y
<br />- e14-10 PANELMAIE FEMALE D At PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13. (s) TINS PRODUCT EVALUATION DOCUMENT (PEG) PREPARED B,' THIS ENGINEER re GENERAL AND DOES NOT PROVIDE INFORMATION (N.T.S) 4 6 4 6 r ,%-
<br />(MAN+. V -3350 P...;.) FOR A SITE SPECIFIC PROJECT: - WHERE nE SHE CONDITIONS DEVIATE FROM THE P.ED REVERSE STUD -._3; _ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - 3. Im - 1- ,' _„ L_
<br />- 1/4-0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (Yc.J6GO D...i.) 1 _ --I VARIES
<br />SEE OV. iW/10. 2W/10, 3W/1o. 4W/10,
<br />(0) CASED ON
<br />TO BE RESPONSIBLE FOR /S THE SELECTION. PURCHASE AND iCONDITI TION ETAK.EMULICING T SAFELY OF THIS PRODUCT 6/5 i I
<br />w,) 10 AMR EMBEDMENT U AND t 1/4- FOR INTO POURED CONCRETE SHALL !# t 3/4'. 2' FOR PANELMA7E iEMAL.E BASED ON IONS PE.D. AT SITE
<br />THE
<br />WA NOT DEVIATE S FROM THE CONDITIONS OETAAEO lXl THIS DOCVYEM. E._� ,/ta a a/lt L*4' .- 374' SW 10, 6W 11 a 7W/1 i .-NnD ANO PANEYALIE MUS ANO 1 I % FOR CF tAP-GRIP AMICNaF CONSiNUCI10N SAFEfI' AT SITE R nE CONTRACTOR'S RESPONSBIL(TY. i _.-.1 OF TOP EOCi .096- .008.730' -/1// / /--T '' AJ._ .1fi i. _. 1�.1 �S-T..i _j--'SSFWIr,LiFD ro ____.__ __._._._. ANCNORS'FOR WOOD SEf SECTIONS ON SNEE7S IEE75 6 eT 9 _- _. _ _ - 7t390• a PANEL lea•- fees- 310• 12s' � L.A2) CALX-IN a, SOUR -SEC ANCHORS SCULL B€ EMBENWD 7/B- 000 THE POURED CONCRETE NO C118EDMFINT WTO (c) THIS PRODUCT EVALUATION DOCUUEM WILL BE CONSIDERED NIVAUO B MODIFIED. - l M;.25:;
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<br />t - N-.270 .806• 640' E MILE • u yr oc. • _ y C
<br />wrT oe3 37sSRUCCo SHALL BE PERMITTED. t/4• r-20 SCREWS USED SHALL BE 1 1/2• LONG MOM" SHOULD STUCCO EXIST. 625- i 1 -]_.1-=-1 _I " ` O O
<br />NO I' MWIMUM FOR WALLS WDH NO STUCCO. AND MAY K HEADED SCREWS OR ALL THREADED SCAM WIG HEAD. (d) SITE SPECRE MRO.ECTS SHALL BE PREPARED Br A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH WILL BECOME THE f671' \ " ABUTTWITH WING NUTS. ENGINEER OrRECORD (E.O.R.)) FOR THE PROJECT AND W8N0 We.L BE RESPONSe)U FOR THE 1__ _3__-_ - 1.30 R.o62• 1.671' \R 1.N' =PROPER USE OF 1NE P.E D. ENCNEFR OF RECORD. ACTING AS A OELFGATED ENGINEER TO THE fV[Rt' PANEL -- 1 .093' qEN, I.OtS' AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P.EO ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR KVIEw. - - T50• REGULAR STORM PANELSdAQ ELEVATION L_ �EXISTING WALL OR FLOORANCHORS SHALL BE LONG ANIRIG}I TO RFACN n1E LIMN 5TRIJCIUR[ BEHIND SUCH .07{__!. - .1 S' �.080' !._ ..._ - .) 1 ) N.T.S.
<br />PANELS ANC,IOHUC£ Swl.l BE AS MEN710NED IN wl) MID M A.2)_ (e) TWS PEG. SHALL BEM THE DATE AND ORICNAL SEAL AND SDNATURE Of NNE PROFESSIONAL N - _.
<br />ENGINEER OF RECORO THAT PREPARED IT._ .. 2.000•
<br />(B) ; E satyr �wTRT a G�n_W�, AsrN_ c-WL 7.DDD• 5U KEY HOLE WASHER tT�') W
<br />- 1/a' . iAPCON ANCHORS As MANUFACTURED on I. T. W WLDEX, INc. ,4. SHUTTER WHUFACR,ifER'S LABEL SHALL BE LOCATED TM A READILY VISIBLE LOCATION AT STORM -,�• WFW TRA0 ANGLE ® ,j/8" WFW TRACK ® FLAT PLATED 2.eT 1/4- Yin. GAP
<br />PANEL SHUTTER IN ACCORDWI CE WITH SECTION 170➢.9.3 OF FEORIDA BUILDING CODE. ONE LABEL ( ) '-, NIN pi (MN OVQ6M -1 7MHOlL WW=Y%
<br />- 1/4' • a 7/8' CAUL-W ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. rc.15W ,I .A) SHALL BE PLACED FOR EVERY CPE1eNG. LABELING TO COMPLY WITH SECTION 1709 H.2 OF THE ILOM" I". - .094' Yy-+I� tMiTH STUD 1
<br />- I/4-r X 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BDL7 At SPECIALTY CO. FLORTA E"LONNG CODE GALVANIZED STEEL � =�"' , "'Nit 1 T(�/ T
<br />(MIN. YC-HaOo D.ai.) 11115 DRAWING SHALL OILY BE 1/5ED TO E
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<br />j14-10 PANEUMIE FEMME D AND PAHELMAE PLUS ANCHORS, AS MANUFACTURER BY ELCO CONSTRUCTION IPRODUCTS (MAN. rc-2071 p.s.,) N+„NIUIIN OBTAIN PERMS W THE STATE aF FLONDA (.- -� i.06 . 4' 'VCENSF'•:'�1/t' r CF TAP-rAY1P ANCHORS. AS MANVFACiHMFD 81' TRU-FAST CORPORATION A`jtiil A• T( .SAS•• se-• ACTS'• i/�...••••••.,!/'It9 L_ _ J Ha MAX. DAP` �A• r FLORN)A BUILDING CODE 10 h Veloel Nurrkonr Zonr {--ASTM a N0. 44167 �R,......,UB.1) BLOCK ETI OF tAPCON ANCHORS, ELCC PANELMATES M'O R TAP -ARP NNDHEIR. INTO THE coP .• 'VI- _-- * •;* a FLORIDA BUILDING CODE h Veloci Hurricane Zonr {IA)`�. EN "''•I'9 FLORiDA BUILDING CODE h V•be Numeons ZoneBLOrx JNR SHALL f£ 1 1/4'. Amin R1CW, K t}. _ ♦. _ ___ __ I -*: �:J` ••- 1 20 GAGE GALVANIZED STEEL STORM PANEL TYP. BOTTOMB.2) cALK_M t Salo -SET ANCHORS SHALL rE EMIiE1X7E0 7/e• MTo rKE cU7NCRETE mDcx uNn. No N0. 4 187 s DAMN IR .Iti2 -. � 7AMAC NICKEL • 4A, 20 GAGE GALVANIZED STEEL STORM PAMEL : 2(1 GAGE GALVAFBZEO 51iF1 STORY PAfB:IINTO 5N000 SHNL1. BE PERMITTED. `/4• •-20 SCREWS USED SHCILL BE , 1/2• LONG MMuIUM SIOu - ... /E./I•T• ptA EXz aF PARE s STATE 0 : Q PmF6 Ii1tCo. K. R!% elm6 TUKa K.Fl.�_.., MW. 1 I.ODO W' 25- -.1675 TED WI/IG NU S F P +F. _ 9 4�4167 67nvmm
<br />EXIST, AND I• MINIMUM FOR WALLS WITH NO STUCCO. IL ECO Tale. GLOBAL PRO ECCTItNN PRRDUCTS, LLC. I . _ _ ' * tt Y HOLE o,�s .�og>s?...• §F SECTION A -A=*; :* _
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