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ILIE00 IIVG-
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WAT TF.R A. TTLLTT JR., P.E. - tiller aElsnm
<br />ILPR a\o-Nbl47
<br />4a
<br />PI. C,t.Idueuxe NC. 001167I9
<br />PRODUCT EVALUATIOF_PORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT'CATEGORY: Shutters
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED ;STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<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 Glabel Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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 affect Its limitations and conditions
<br />2 EVIDENCE SUBMITTED`
<br />2.1. PRODUCT EVALUATION DOCU_MENT4P,E.DJ;
<br />Drawing No. 20-176, titled "20 (SAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru26of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020, This drawing is an integral partiifll�f�s
<br />Evaluation Report. ```tIk�A
<br />f� - • Z NO, 44167
<br />y,��FSSt OA.10 P•.0
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 �P6Trs,,6i$,
<br />PRODUCT F.V r.;UATION AEPOlt',E N(I III-ITT28.01 2
<br />2.2. TEST REPENTS;
<br />Largemissile
<br />m sslle Impactandfatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, inc., Reports # 96-569 dated 08/09/1996 #96-570 dated 09/1811996
<br />#96-T30 dated 09720/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/0611998 witnessed by Gilbert Diamond, III and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo 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,ENGINEERINGCALCULATIONS:
<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. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., RE,
<br />S MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Cads, as per
<br />TAS 201 Protocol.
<br />4.1M1f ND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />16, % 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8 9 10 11
<br />P g
<br />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />5. INSTALLATION:
<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 shall 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.
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<br />GENERAL' 8.3) IN CASE THAT PRECAST SMW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />(SLID-- 0 -- DUONG WAL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) RAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 13A) AND IN 8.2).
<br />ACCORDANCE WITH THE 2020 (70, EDITON) OF THE FLORIDA BUILDING CODE (C) TO 02MM WM NWN SPECIFIC Da,,,4M 055 IMMI•;
<br />WIND LOADS WALL DETERMINED PER SECTION OF THE ABOVE - 1/40 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUIICOL INC.
<br />CODE,
<br />FOR UI _ #14-10 PANELMATE FEMALE D AND PANEU ATF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />FOR A WIND SPEED t6 RI WHERE 714
<br />THESE SHUTTERS WILL BE
<br />0, THE ILL BE IN AND
<br />FOR A ORECTgNN.TiY EDGIER Kdo-0.65. USING ASCE 7-15 ARID SWJ.L NOT EXCEED TINE. MAXIMUM (RICO.) - 1/4'0 TAG SCREWS PER N.O.S.
<br />CTOR Kd USING ASICTTOFI 6AMAXIMUM
<br />-
<br />DESIGN PRESSURE RATINGS. INDICATED ON SHEETS 7 THR) 12, 14, 15. 16, 19 At 20, - 7/160 x 5/8` WOOD BUSHING AS DISTRIBUTED BY ALL PIRA SCREW, BOLT & SPECIALTY CO.
<br />S ORDER FIRST
<br />PER ASCE 7-16 C. 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHDRS, SNAIL BE 1 1/2' AND 2' FOR ELCO PMELMIiTE PLUS
<br />VERIFY THE ABOVE COHESION, ULTIMATE DESIGN LINO LOADS THEM
<br />SHALL RE FIRST REDUCED1 TO RSA. DESIGN WINO LOADA BY
<br />MULTIPLYING THEM DY 0.7 ESN ORDER TO
<br />AND PAHEIAIMA FEMALE ID.
<br />IN
<br />COMPARE THESE W/ MAX.W(A5.0} DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 THRU t?, ia, 75, 18, 19 & 20.
<br />IN ORDER TO VERIFY THAT ANCOORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE W000 FRAME UNIT SHALL BE 1 1/2'. NO THREADED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RMSNT THREADED PENETRATION.
<br />STRESS FOR WIND LOADS WAS jlLjt , USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED W
<br />ACCORDANCE WITH AIDS. 2018. C.3) MINIMUM EOOE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN TWS DRAWING
<br />STORM PANEL'S ADEOUALY FOR IMPACT AND 'WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 96-569. 96-570 & 96-TM AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'. 1/4- 0-20 SCREWS USED SHAM. BE 1 1/2- LONG MINIMUM
<br />FENESTRATION TESTING LAB. WNC REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO OUST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AMENDAR C'AN TEST EAR OF SOUTH FLORIDA REPORT )0218.07-09, AS PER TAS 201, TAS 202 AND
<br />TAS 203 STANDARDS. C.5) IN CASE THEY PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS IA FOUND ON THE EXISTING
<br />NLW EXTRA WAIL„ MOORS SHALL BE LONG ENOUGH TO .REACH THE MAIN STRUCTURE SEHND SUCH PANELS,
<br />2. ALL ALUMINOM ZXTRUSDNS TO DE 6063-TES ALOE AM TEMPER. (tNBSSs OTHERWISE NOTED). SEE SHEET 2, ANCHORAGE SYALi, BE AS MENFINNED IN CA), C.2) & C4)
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAY HAVE 3105-1,114 ALLOY. (0) ANCHORS SMLL BE INSTALLED FOLLOWING ALL OF THE. RECOMMENDATIONS AND SPEOVFFGATTONS OF THE ANCHOR'S MANUFACTURER.
<br />a. ALL STEEL SHEET META. PANELS SNAIL HAVE STRUCTURAL STEEL ASTM A-B93 GRADE 50 MINIMUM. G-60
<br />GALVANIZED STEEL DESIGNATOR W/FY- SB.s bl (AFTER RETIED). A 8. PANELS MAY M BE INSTALLED HORIZONTALLY FOLLOWING INSTAL{ATWN DETAILS SHOWNON SECTION 3 THROUGH 10 (SHEETS 4
<br />ROLLED).
<br />THROUGH 6) EXCEPT THAT WADERS (3) SHALL NOT BE USED.
<br />®&
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN 50018 W/ 50 W YIELD STRENGTH AND 90 Inn TENS" STRENGTH & SHALL COMPLY W/ FLORIDA BIDDING CODE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE Wt$$ SHVITER S TO �
<br />SECTION 241 3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE THE SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />BLLLDINGS.
<br />S. BOLTS TO BE AST" A-307 GALVANRED STEEL, OR ASI 304 SERIES STAINLESS STEE" WITH 36 Kai MINIMUM YIELD
<br />STRENOM. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-B THROUGH 12'-4-, AS PER SECTIONS 6, B. 9 & 10 AND ALTDOWTVE'S 6W,
<br />7. ANCHORS TO WALL. SMALL RE AS FOLLOWS: 8W & IOW ON SHEETS 5, 6 & 12 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READLY VISIBLE MARKING INSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS WITH APPUCMS E REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) 11. THE INSTALLATION CONTRACTOR IS 'TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- i/4"tl TAPtAN' ANCHORS AS MANUFACTURED BY LT.W, EUUXX. INC. (Min. rC-3192 p.s.i.) THE BUILDING TO PREVENT WINO/RNN INTRUSION,
<br />- I/{' tl A J/r CALK -IN ANCHORS, AS MANUFACTURED BY DEWA.T INC (MIN, 1*g 300, p-Q
<br />- 1/4'tl „ 3/4' SOUO-SET ANCHORS, AS DISMOUiEO BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNNO r*CU ATKONS
<br />(Min. rc-3000 P.4-L) PROVIDED Ifr THE JUMSOCBON WHERE PERMIT 15 APPLIED TO.
<br />- /14-10 PMNELMATE FEMALE D & PAWUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />(MIN. t'C-3350 p,..Q 13. (C ) CT EVALUATION (P.E.D.) THIS ENGINEER
<br />I M AND DOES NOT PROVIDE INFORMATION
<br />F1�SAPRODI
<br />SITE SPECIFIC SITEImo
<br />- 1/4.0 Cr TAP -CRAP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (T'c-3600 Pa.L)
<br />XI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4': 2' FOR PANEMATE FEMALE W CONTRACTOR TO RE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P.E.D. PROVIpED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCIAENT.
<br />,a NO PAWMALTE PLUS AND 1 1/4- FOR CF TAP --MP ANCHORS, CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSSI ITY.
<br />A2) CALK-N & SOUD-SET ANCHORS SOW. BE EMBEDDED 7/6• INTO THE POURED CONCRETE. NO E14BEGMEW INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />STUCCO SMALL BE PERMITTED. 1/4" 20 SCREWS USED STALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO OUST.
<br />No I" MINIMUMFOR WADS WON NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WED HEAD. (d) SITE SPECIFIC PR(MF„CTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NUTS. ENQII ER OF RECORD (E.O,R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A-3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANEM PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.O. ENGINEER, SHALL SUBMIT i0 1T+S LATTER THE SITE SPECIFIC ORAWIM FOR RENEW.
<br />DISTINC WALL OR FLOOR ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS. AWJ071GE SHALL BE AS MENTIONED IN Am) AND IN A.2). (e) THIS P.E.D. SHALL BEAR THE DATE AND MORAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) t0 EXRi7NG tS1dPX€TE rxx WALL AM
<br />,CAD• 14. SHUTTER MANUFACTURER'S LABEL SHALL RE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />1/4• tl TALON ANCHORS AS MANUFACTURED BT L T. W. SURLDEX, INC.
<br />PANEL SHUTTER N ACCORDANCE WITH SECTION 1J09.9.3 OF FLORIDA BALDING CODE 01� LABEL
<br />I/4' ♦ 7/6- CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INC (MIN. f cam=}5W Pa.iJ SFMTL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION T70893 OF THE
<br />1/46 X 3/4. SOUL -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT e, SPECIALTY Co. FLORIDA BUILDING CODE,
<br />(MN. Fc-1500 P.Sa.)
<br />- 014-10 PANE WTE PEMA11 ID AND PANELMATE PLUS ANCHM. AS MANUFACTURED BY ELCO CONSTRUCTION THS DRAWING SHALL L ONLY 9E USED 70
<br />PRODUCTS (MIN. e-207T P.I,N.) N1+tki HhNNTryH �TA>AL PERMITS IN THE STATE OF FL©WON
<br />- 1/4• 0 OF TAP ANCHORS., MANUFACTURED BY A• l'11 AH
<br />-GRIP AS TRV-'FAST CORPORATION aM•tti�•R
<br />A
<br />•'�,, ••.•,
<br />• .BUILDING CODE HI h Yetec.. HuMcone Zor1e
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELAUTES AND CF TAP-GFBP ANCHOR. INTO THEFLORIDAE�
<br />BLOCK UNIT SHALL BE 1 1/4'. °2°30 TMT�• 01Q.
<br />1L•
<br />20 GAGE GALVANIZED STEEL STORM PANEL tln,EEN Err.
<br />i
<br />8.2) CALK-N & SOLID -SET ANCHORS SHAD. BE EMBEDDED 7/a' INTO THE CONCRETE 87.DCK UNIT. NO EMEGONo. 4 167 Z
<br />INTO STUCCO SWYL. BE PERMITTED. 1/4• F20 SCREWS USED sHA, BE 1 1/2" LORD MINIMUM SNOU GLOBAL PROTECTION PRODUCTS, I.L.C. C1 DAILSetD
<br />EXIST. MD I" MINIMUM FOR WAILS WITH NO STUCCO, q
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<br />20 GAGE GALVANIZED STEEL STORM PANEL or.,
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<br />IL Ei►O rrEe. GLOBAL PROTECTION PRODUCT'S, U.C. CAM.
<br />4600 S.W, 51 STREET
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<br />BAIMA 467 9N[CT 4 DF 78
<br />PRODUCT VVALVATTON REPORT NO. 20-0728.01
<br />S MATERIAL CHARACTERISTICS AI11p SPEC1FiCAT10NS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<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. 20-175,
<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 26 s well
<br />a t as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tdlit, Jr„ P,E.
<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 />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167 President of Tilteco IncCA-00 7 ), , (Florida( O6 19),
<br />Nl EN
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<br />DA TILTECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC 1.20 GAGE
<br />GALVANIZED STEEL STORM PANF14 DRWG 420,176 %REPORT 7r 2MT28.01
<br />2. • '�'N• ! ED IYP.
<br />^T EDGE
<br />1-STAB_ A
<br />1 I L I EC0 Inac.
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />WALTERA. TILLIT, a, P.E, tltew@ael.conPR7F lit,N44167UQ(
<br />}LC.A, LT—Na 9006719
<br />REPORT NO,: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALU TA ION:
<br />This is Product Evaluation Repo issued by Walter A. Tillit, Jr., P.E. (System
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1D of the Florida Department of Busyness 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 affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P E O 1
<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 0712712020. This drawing is an inte (�T1D t rVi116
<br />Evaluation Report. �. R•
<br />0`1 GEN,9,
<br />167
<br />T— =
<br />c STATE OF r
<br />IV
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Pli (305) 871-1�13�#A.31T"AtiS 1-1531
<br />COMPONENTS FOR REGULAR tic LIFE SAFETY STORM PANELS
<br />(ALE 1/2-1")
<br />5,196' {TOTAL
<br />msoo* (EPTECTNE
<br />0.036' MIN. THICK
<br />GALVANIZED STEEL
<br />ASTN A-03
<br />DRAPE 50 MINIMUM
<br />G-so GALv.
<br />Du"
<br />T =1111 t PANEL
<br />PANELS EMI} LIP
<br />W/ HaWED EA0['. ti....;
<br />50.08-
<br />\'
<br />! w ISOMETRIC VIEW DETAIL -A
<br />ROUNDED CORNER O ENDS. OF PANEL'S
<br />ENO UP W/ HEMMED EDGE.
<br />(N.TS)
<br />® 2"X7"X1/4"
<br />ALUMINUM ANGLE
<br />0.344
<br />7.407'Y.063' .625'
<br />__J
<br />B57'
<br />L - Nth .EIS'
<br />KEY HOLE WASHER
<br />.OBI`
<br />0.N)3fi• (MIA) --I �a94'
<br />GALVAN¢TS STEEL
<br />.375'YtlM .6750
<br />KE
<br />O63' NICKEL
<br />.125-•- .iB75' �P^"�' WING NUT
<br />ALTMMTN4LY� NUT W/OUT
<br />WROL• WASHER W/ QW04AL
<br />7/6'ex3/32' (SWUM
<br />STEEL OR NICKEL PLATED STEW,
<br />MEO_,,;y- '` .1
<br />DETAIL � /
<br />r -
<br />i
<br />.093' i
<br />2,125, 2060-
<br />r17kn,, At Y30' i/ ,
<br />1, .
<br />Q END STORM PANEL
<br />1 41 .125'
<br />1.1251 '1•;.S.. SM METED S.S. SEW RNE(rD � Fr��r'...�
<br />r- TO ANGLE O 7D ANfYE G I
<br />12 I{2' Mc 12 ,/2. O.c
<br />_-_
<br />1.500" iS00'
<br />OET�AIL , .9 t' L 125 k EFN. 1 j
<br />{ C
<br />t j
<br />GJ
<br />U 'h" HEADER UJ "U" HLOER (_!9 ANGLE (F,� ANGLE WITH STUD @ ANGLE WITH
<br />ORSTRD POURED i
<br />BLOCK
<br />REQUIRED.
<br />9)
<br />REVERSE STUD
<br />� 7yp i0P EDGE 374 .OES; ow - M
<br />..-.350• 125f 4'a-20. 3W SUM
<br />)-- .a7O".856' i » .6t0- l,„^)- .,3& E 0 12 1/2'EVIR) 0
<br />' ANGLE G 1RI T/2' TO
<br />91" i i1:662" 1.671
<br />•--R.7E5" ..:off• ...4 L_ �.._�_�
<br />2.000'- ' ' TTP.)
<br />"F" TRACK jyf(= R 3,/$" "F' TRACK Q) ME PLATED
<br />.344"0 4T41ATilENMN,AA VATH STUD
<br />�� � A Tit. .
<br />�t ND. 44167
<br />,315"
<br />T``" # � *' ;, •# ' * S FLORIDA BUILDING CODE (High VelNtGity HUMCOM Zone
<br />isDuo
<br />KEY HOLE/.40
<br />� STATE QP \ omp Two 20 GAGE GALYARIZED STEEL STORM PANELFR
<br />AT PANEL ry' P %0' " T eT A PROTECTION PRODUCTS, LLC. e' DAE
<br />AAIR]JA4A4TE f
<br />i
<br />-•-_---�
<br />CONCRETE
<br />REDNR®. Bl t..,..f r
<br />4j2•
<br />AP-6Y6P
<br />CONCRETE ANCHORS
<br />'`�- .
<br />T} ES ON
<br />ISEE �
<br />SHEEN, a ?iRrnIGH 9)
<br />SCALE 3/0
<br />%' T)PELNINGIXISRND *
<br />NEW i" WIDE x VARES x 1/8'
<br />STUCCO/
<br />THICK ALUM TUBE OR T" x�
<br />-V'1
<br />EXISTNNO
<br />--- WOOD BAND
<br />P.T. WOOD PLATE SPACER
<br />t
<br />G NEW I- WIDE x VARIES x 1/a•
<br />- AU M, TUBE OR i- x VARIES
<br />..T. W006 PlA7E SPACER
<br />1 BEHIND TRI6c
<br />r.
<br />}(
<br />CONCRETE R5
<br />I
<br />--'�
<br />(SEE SCHEDULE OR ,.
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<br />ate.
<br />SEC OTI N X-X
<br />DETAIL EQ8 SPPAM
<br />0710114 TRACKS AD
<br />SCALE 3/8-1-
<br />REQUIRED AT TOP OR TO M=MM BANDS
<br />F. & U DO CLOSIM DETAINS FOR INUAU.ATiON IN POURED CQFIOiEiE,
<br />NK STRUCTURES QQN= i = OR HOOD
<br />YAUD FOR TENDRIL UFE SAfEIY AND E-Z8" STORM PM SYSTEM
<br />...4•. a�Rem ras') XaJ
<br />MO
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<br />G a iR• Is �_7,,O�
<br />1 1 tt a"°AwtipE � I Ra'a
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<br />I 2 1/Y SCALE 3/TS-1
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<br />I f i iiW�4P'` Aalnm
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<br />� II 1wPE"
<br />i SCALEa/{6�Ji CASE D (eLAN)
<br />SCALE 3/18-1-
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<br />1'1G,e-+ \'�,, � Ze'�.. �\''s4 -•'\.'\^`'. � R�wE�,0an0, ��4..tai (ami
<br />U. Qui.,`y9IiMA4UlITJ161
<br />11 -1
<br />SCALE 3/B-t'
<br />E.D. " EDGE DISTANCE:
<br />(SEE SCHOULE ON j r"iJfi0Y7 S 1,ASE F �pLANl
<br />SHEETS 6 & 9) - SCALE 3/iNt'
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY EASE E (PLANS
<br />INSTALLATION. -. SCALE 3/16-t'
<br />PRODUCT EVAIXATION REPORT NO 20-0717 02 2
<br />23. TEST Rli
<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 r A - , per ASTM E 330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111/02,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 26, 2009, signed and seated 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-1 po 98 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. 1 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 Stoma Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in -accordance with
<br />,p y ,
<br />section 1604 of the Florida Building Code. C I
<br />g , e a culations repared kiy Tilteco;
<br />P
<br />inc,, dated 12/1 B110 and 08127113 (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. HAND LOAN 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 />a�yN� yf�Q1AgTt((Jt%
<br />''�t;ENS" �?)
<br />ti 67
<br />STATE OFQ
<br />RM
<br />4/*.`,1'9010'NIA 11iN, .
<br />MAX. GAP
<br />tf4" '
<br />PRODUCT EVALUATION ATPORT NO 20-072702 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, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P,E.D.); drawing No. 20.175.
<br />S. MATE_RiAL 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 />20.175.
<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 CONDITIONS OF USE:
<br />7.1. Shalt 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 />b Tilteco Inc. n i
<br />prepared y a d sgned and sealed by Waller 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. Tiilit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />Dn TILTECO ADMON RECORDS k P. E. REPORT
<br />GALVAfNIZED. STEEL STORM PANEL LDRWG#.20-17
<br />1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10. 6/5
<br />SW/10, 6W/11 A 7W/11
<br />„ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 3' MAX
<br />- FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 11 MIN.
<br />O / O
<br />AS
<br />` $OLTED PANELS W/ 1/{►-20x1"
<br />5. M.s. BOLT W/ 7/6' X 3/32-
<br />W'INFNUIS O FA OVERLAP
<br />I , (SEE SECTIONS AS APPL"%-')
<br />MAX---!1/4. 2/4, 3/4, 4/4, 5/5, 7/5,
<br />MIN 1W/10, 2W/10. 3W/10, 4w/10,
<br />5W/10, 6W/11 A 7W/11
<br />_,__ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 9
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 & 91
<br />REGULAR STORM PANELL$ t dE Q ELEVATION
<br />N.T.S.
<br />2.6T
<br />(MaX Um-1 WTWLE VA en
<br />1' MIN.
<br />6/5
<br />1/4- Max. GAP
<br />No
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<br />i�pF :•
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<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />'DIANN SIT
<br />GLOBAL PROTECTION PRODUCTS, t1C.kTE
<br />4aW SMa. 8/ STREET
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<br />20-176
<br />TIPIYMND No:
<br />.mss,s IMt war „�Mr, sat
<br />/MtD
<br />i' -
<br />5"m 3 or 26
<br />INSTALLATION
<br />INTO EXISTING POURED
<br />DETAILS FOR REGULAR PANEUCD
<br />do t1A
<br />STRUCTURES
<br />CONCRETE OR CONCRETE BLOCK
<br />CONCRETE BLOCK
<br />B LCK
<br />F�m B1.IX:K
<br />RDEROCONCCDEDl
<br />CONCRETE MC"ORB
<br />SG)IEDULE
<br />1"- SHEET 9)
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<br />« REQ�
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<br />If ANONORS
<br />NSCHQALE ON
<br />[ :!TNT2T 9)
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<br />(-- SCHFDUI
<br />l SHEET 9)
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<br />l /.+: 1 -1 �7T tM .:fff✓. ! ir.'' I MAX
<br />In
<br />L- >E ARGOTS sTA 0
<br />�ETSR9) (Tiff st•NEOUIF ON
<br />.� Bi3CK OR
<br />REQUIROO
<br />DIRECT MOUNTING
<br />SCAM 3/e-1".
<br />14' SS. 90L.Y
<br />W2 WING NUT
<br />D.G.
<br />CO!lCIff�TE� OR
<br />moo« REOURED
<br />ilI1NSi
<br />SCAB 3/)5-T'
<br />E.D. - EDGE DISTANCE 1)RT�-FOR COMa93AtTrt){ OF sFCnDNS:
<br />(SEE SCHEDULE ON O & BOTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMB)NED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />f
<br />FOR MAD 5T:U 41:CTTIN4S ON 5HEET 12
<br />f
<br />REGULAR STORIst PANELS ELEVATION
<br />SCALE 3/32•-1
<br />-_- i
<br />1/4' MAX, GAP
<br />I
<br />2.67'
<br />(AIR CVERLAP>+-11 WHOLE VRIEF)
<br />z4
<br />CONCRETE ANCHORS
<br />ON
<br />SXF2T 9) i/{• MM
<br />R KE aR
<br />SECMNA-A�(VTA
<br />SCALE 3/32--1-
<br />r,ytiQ�•:'''�t'AENS *'? �,.
<br />FLORIDA BUILDING CODE Hi h Velocity Hu cant Zone)
<br />No
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