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<br />TILLIT TESTING & ENGINEERING COM-PANi __ —
<br />-WAT TER A TTLLIT, M, F,E., t�tcw@aW.coni
<br />I1L?11,Lk,4.A','. 44147
<br />,T C,1Li_N1,_00067N
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.Dl
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT $Us -CATEGORY.- Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 01lobaLPEatection Products LLC.
<br />4800 S.W 5 1 Street
<br />Davie, Florida33314
<br />1. -PURPOSE OF EVALUAT ;
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the GlobAl Protection Products, Ill Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professlooal Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance. with the 2020 SoventlT Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose;ntended
<br />at least equivalent to that required by the Code,
<br />Thig Product Evaluation Report shall be subject to review and revision in ease of
<br />a Sulicling Code change that may affect Itis limitations and conditions .
<br />2. EVIDENCE SUBMITTED.
<br />2.1. PROQUCT EVALUATION-DOCIUMEN
<br />J (F.E.0 -
<br />-4,,
<br />Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thro 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />T1 Ilit, Jr-, P. E.; dated 07/28/2020. This drawing Is an integral part gip,is
<br />Evaluation Report, . 4,H111 011"
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<br />6355 N.W. 36th Street, Suite 305, A41ami, Florida 33166 - Phone: (305) 871-1530 - I , / Hill .... I ,I
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<br />2.2. TEIS REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform statIQ loads
<br />as per TA$ 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-669 dated 08/0911 996, #96-570 dated 0911 8/1 996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P-E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611098 and
<br /># 2126 dated 1010511 908 witraissed by Gilbert Diamond, P.E. 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. PCM-197 by QC Metallurgical. Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2AS -UCTURAL..E.NGINEERINGCALCULADONS-
<br />- -
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind bad, as welt as maximum anchor spacing vs. design wind load and panel
<br />length based on ratIonal and comparative, anal"Is, and in accordance with
<br />section 161 e of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 1 11OVO8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E,
<br />3. MISSILE IMPACT RESISTANCE,
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4.ALND LOAD
<br />I. S RESISTANGE:
<br />20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16.19, 25 and 26 of 26 of Product Evaluation Document (P.EM.), drawing No.
<br />1
<br />20-176. Maximum Anchor Spacing shall be as Inclicaled on sheets 8, 9, 10, I 1,
<br />14,15,17,18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />droviring No. 20-178.
<br />5, INSIALLATION,
<br />Installation shall be performed strictly in accordanco With details indicated on
<br />sheets� 3 thru 7, 1 0 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 an 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 />S. MATERIAL CHAR'ACTERISTLCS.-At;O,SPECIFICATIQN$:
<br />,
<br />Shall be,strictly in accordance with General Notes and Componeryts indicated on
<br />sheet 1, 2 and 22 of 26, of Product,Evaluat ' Ion Document (P.E.D.), drawing
<br />No-20-176. Anchor specifications shall be its indicated on sheet� 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E,D.). drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF U
<br />7.1. Shelf bestdatlyin compliance WM General Notes No� 11,8itbrUKindlitated
<br />onsheetl of,261 as well as General,Notes #11 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document(P.E.D.), drawing No. 206176
<br />prepared by Tilteco, Inc; and signed and sealed by Walter A, Tillit, 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 s,hal I 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 Tilloco, Inc, (Florida CA-00067119).
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<br />D�� TtLTIECO ADMON RIEPORDS � P. E� REPORT,20 k G LORAL, PROTECTION PRODUCTS. LLC l 20 GAGE
<br />GALVANIM STEEL ISTORMPANWDRIAte 4 2017lik RE?ORT92D-0728,61
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<br />TILLIT' TESTING S, ENGINEERING CONIPANY
<br />WALTERA. TXLlr, a, R& ititecogaol.com
<br />, PRODUCT EYAMATION RUORT VJ,FI,Pr 1,114� 44167
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<br />REPORT II 20-0727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATEG 3ORY.- Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GloWl Protection P1QdU0g_LLC
<br />4800 S.W. 51 Street
<br />�
<br />Davis. Florida 33314
<br />1. PURPOSE OF F�VALUAJIQN:
<br />This is a Product Evaluation ReportIssued by WaItOrA, Tillit, Jr,, P.E. (System
<br />10 4 1906) to the Global Protection Products, ll Rule Chapter No.
<br />6-11020-3, Method ID of the Florida Department of Busino3s-and
<br />Professional Regulation.
<br />This produqt 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 forthe purpose Intended
<br />at Jeaet 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 EYALUATION DOCUMENT CREA).
<br />Drawing No. 20-175, titled '24 GAGEGALVAINIZED STEEL STORM PANEL",
<br />sheets I thru 18 of Illi prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.F,,, datsd 0112712020, This drawing is an into 0'' gt�'?41%' Is
<br />Evaluation Report, ��,�2,� �",
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<br />6_35i N.W. 36th StTLet, Suite �05, Marni, Florida 33166 - Phone: (105) a7l.1 6�t'
<br />. _ W-1531
<br />PRODUCT EVALUATIONRUORTNO, 20-0727, 2
<br />22-TESTREPORM
<br />Large missile impact load tests were performed under SSTD 112w" standard as,
<br />per section 16011.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8,3, per ASTIO E-33G. Topt reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/1 1102 witnessed by William
<br />R. Manner, P,E.. So-riz MorQz, RE, and Henry Hattern, JP, E, and Report, No.
<br />J ,
<br />0219.01-09, dated February 25, 2001), signed and sealed by E4mundo
<br />Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and ryQ]ic
<br />,
<br />-
<br />loadings per Pratocats TAS 201 & 203� as per section 1609. 1.2, of the Florida
<br />Building Code. Test Report prepared byAmeften Testing Lab of South Florida,
<br />Report No,. 1112S.01-10, dated November-23I 2010, signed and sealed by JWIO E.
<br />Gonzalez, P.E.
<br />Tonsiletidst report No. gCM-198 by0C Metallurgical, Inc., dated MarchI3,200.0,
<br />signed and sealed byFrank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />perQC Met0urgical Report No., IOKM-1318,,dated December 1, 2010 Signed
<br />and sealed by Jerry JEldofano, P.E. as per ASTM E-0.
<br />21-STRUCT IRALENGINEERING CALCULATIONS:
<br />Q_
<br />On 24 Gage Galvani7od Steetl Storm Panel for maximum panel length vs. design
<br />wind load as well as maximum ahchorspacling vs. design wind loadand panel
<br />length bWsed on rational -and comparative analysis, and in accordance with
<br />section 104 of the Florida Building Code, Calculal�orts prepared by Titecol,
<br />I Tic., dated 12/1 B/10 and OW27113 �f�r this revision), signed and sealed by Walter
<br />AL 11111t, Jr.,,P.E,
<br />1
<br />3. MlI%jILE IMPACT RESIST,&NQE;
<br />Large missile impact understaiction 1609.1 �2 of the Florida Building Code, as per
<br />SSTD 12499 Standard and TAS 201.
<br />4. NND LQMS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wtnd
<br />pressures, Maximum panel length shall beat indicated,on shorets3, 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 5,9,10,11,1$ thri 16
<br />and 1 8 of 18, of Product Evaluation Document (P,E.D,), drawi g No. 20-175.
<br />, in
<br />24 Gage Galvanized StealStorml Panel has been verified for code compliance to
<br />work as a -non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PROD11CIEVALL! Q_RT ' - -30-fi"l A' 3
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<br />5. NST-ALL&TIOW
<br />Installation shall be performed strictly in accordance with details indlicatetf on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Prod Elut Evaluation Document (P.E.D_),
<br />drawing No. 20-175. Minimuyllse,PaFation to glass shalt be Ers indicated on
<br />sheets 3, 6, 13, 14, 1 5, 18 and I 8 ofA 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t-MAT1513 LCRARACTERI$MCSANQ$PECIFICATIQNS;
<br />Shall be st(ictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (RED,), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (RE,D), drawing No. 20-175.
<br />7A_L��� �,NS �FU �-
<br />7.1 � Shall be strictly in compliance With Qerleral Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
<br />,
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. T1111L Jr., P.E�
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Code.
<br />7.3. Product shalt only be installed into poured concrete, concrete block, and
<br />wood frame atructuro-q.
<br />Product Evaluation Report prepared by WaltorA. Tillit, Jr., RE, (Florida License
<br />No. 44167), President of T'lifteco, Inc. (Florida CA-0006-719).
<br />WATILL
<br />D-I TILTCCO AqMCN RECORDe
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<br />MERAL NOTES CQMPQNENB .EQR REQULAf! & LIFE aAEM UORM PANEU 1/4� 2/4, 3/4. 4/4� 5/5. 7/5�
<br />8 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE P"O ON THE (SME i/2=1-)
<br />VISTING WALL. ANCHORS SHALL BE LONG ENOUGA To REACH THE M9N STIRLMA� BEHIND SUCH PANELS, 1W/10. 2W 10, 3W/10, 4W/10�
<br />I ACCOUXt WITH THE THIS PRODUCT EVALUATION mcumen (pro,) PAS BEEN vE"m fDR coup'"cE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) MO IN E.2)_ - ____________-------I5�IS6' (TOTAL WWH),—.--,��.--�------,-,,,--,---,-,----,.� 15.106"MAL WK")- - ------- _-----� 5w/m 6W/11 & 7W/11 + a/5 1 'I,
<br />2020 (7� EDITION) OF THE FLORIDA BUILDING CODE ____ - ---
<br />(C) I I =Lwla: i M500" (EFFECTINIE MDTH)-------- I I i ",
<br />DM YAM LOADS SHALL W DETERMINED ASPER SECTION IMOF THE ARK MENTIONED CODE 1/4*0 TAPdON ARCMRS. AS MANUFACTURED DY I.T.W. BUMDEX, INC, � ______ ; I �__11. :�� _ ANCHOM FOR GOING 7E SEE SCHEDULE ON SHEETS 0 & 9 3* MAX IF
<br />... I - _ - 6 1/4' .------.-----I : 1 �_____6.250 -_ I FOR WOOD ISME SECTIONS ON SHEETS 10 A, I I --'- —1 I - MIN,-,
<br />FOR A MM SPEED AS REQUIRED BY INC JQR&SDCT*N WHERE VNESE Z=S - #14-10 PANIO-MATIL FEMALE 10 AM PANELMATE PLUS ANCHORS, AS MANIOACTURED BY ELCO CONSTRUCTION PRODUCTS I r ___ - __ - I I I . . , L C%J ,-"-.=
<br />FOR Zt1W9EaMCD A .- 0�,Stx' I ,,"'50. !
<br />U (A.S�
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<br />A DIRIOTIONALM FACTOR Kd-0.85- USING ASCE 7- 1 6 AND 3-RALL ) � - i/4'0 LAG SCREWS PER WILE. I , ,-I.sP_1 1�*O , � i.2�0', I I I '� I
<br />DESIGN � I- . . I i ,e 1, __4 150 - T-1 Jw- �t, 6 0 7,, c*Q
<br />PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, Ia. 15, 18, 79 a 20. - 7/let A 51W WOOD SUMHING. AS DISTRIBUTED Or ALL POINT SCREW, SOLT he SPECIALTY M. I . . I .,_,� , ,1� > I ,,, . Owe MAN. YecK 0 a
<br />a I I ,.�".._-�, --__�_ ,� MWNM SPEE/ _< - __� , C= .-
<br />M I " �-'ro, r AMU A -�F- -, - - , -1--,_ t --- I--?- --------- --r-� -M :=
<br />MPEYING THIN BY OA IN ORDER To - - I I �-�, "' *. .� 77' 'k -7- "----',-T--'/ A�_ � I I I I . � I I C114
<br />IN ORDER To VER" THE ABOVE 0 NODION, ULTIMATE DMC44 WIND LOADS DETERMINED PER ASCE 7-10 1 , - D. M., (�), (�), (�) - r- . - , , , I I -=
<br />S14AU BE FIRST REDUCED 10 AS, D. DESIGN YARD LOADS BY MVL C 1) MIN QM, tI4RCAOW PENETRATION INTO WOOD CF TATACON ANCHORS SHALL RE I I�e AND 2' MR OUCO FANCUITE PLUS f ,�_c " ,W,� F, - 14 `� GRADE SO MWMW i I I I I ! I . , , , I ! W
<br />COMPARE THESE W/ MAX. KS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15� 16. 19 & 20L AND PANOLMALE qmkc Ia. � I * 2'61. 0.06- MIN. INACK F /,' �/ I =q_.*- / - � , :
<br />.11 � QAU%NdEO SIM , / 2, , i " GALv. � i i I i -- LLI
<br />C,2) 11 ENDED PENETRATION OF LAG SCRIEW, INTO THE WOW FRAME UNIT SHALL BE 1 112', AD ]Hn� : 1�� I TYR ASM AGSS 2.06D- _'�, I TYP� � : &,(�)4)-@ i 1 1 1 -� I : I (30
<br />IN ORDER 10 VERIFY THAT ANCHORS ON THIS REV. AS TESTED WERE NOT VVM STRESSED, A 3n INCREASE A, A,DWIS HEM r -_ ,� 1 2 -,-- .
<br />a MIX INTO S"M SHALL BE CONSIDERED AS PART 09 INS ASQUIRED IH#EADCD PENEMnoN, L 11 1 HEMMED GRADE 50 MINIMUM DETAA AT' __ Mo .L . OCTAAL �! - J v I i 2
<br />SITUESS MR "NO LOADS WAS MCI USED IN THOR AN&YSIS, PASTOWERS VAONS 10 WOOD PAS SEEN DETERMINED IN I- ___ EDGE I EDGE "I ; , , , I I i I
<br />ACCORDANCE WITH N.DS, 2019. 0-60 GAIV1 L A . I "I I I C%J 6 ,:,- iz c=
<br />C-3) MINIMUM EDGE DISTANCE OF LAG SCRIM, MTO WOOD SHALL BE AS INDICATED IN THIS CRAWNG GIAU, A I 4IL& TWA, IS I I I I I i i I =�,
<br />57OR PANELS A09OUACY FOR IMPACT AND WIND REStSTANcE HAS BEEN VDcnED u4 ACCORDANCE WIN SECTION -------------- I ----------- — L � � 1. - � . � -------- I 1 Ei ii _E Ira -1 C11),
<br />THE NICNE M 1626 Of I I . I , �__ ccl C111
<br />A ENTION00 CODE AS PER HURRICANE ENGINEERING * TESTING INC� REPORTS 96-50, 116-570 A, 96-TS0 ARID C�A) MINIMUM PEVICTRATION OF WOOD BUSHING SKILL BE 51fr. 1/4* 0-20 SCREWS USED SHALL BE I 14?" LONG MINItAw - "3k. A 73io- 1- ___L! L_ I I LLL ,I, ,.,I - -- I _. I-]-- ,L I I i - G g _; I= ,12- >-.t
<br />FENESTRATION TESTING LAS INC- INEPURYS Ill & #2126 . AS PROWCOLS 7AS-2 1, TAS-202 AND TAS-ED3. SHOULD STUCCO EXIST. Ago 1* MINIMUM FOR WALLS WITH NO STUC= �---.-,-"--,",-L-----l.--��.2.' ... .1 _1 , /,� I � I = Q_
<br />1 - ---- 1. __ Y, - __�____f - _V / __ "I I
<br />TAS 203 STANDARDS. I _,___ F =1 Z,j MC= ,
<br />.= C%1 =
<br />WALL W,>IM SHALL BE LONG ENO TO REACH THE MAIN MUMRIF BEHINID SUCH PANELS ---1L1lS7'--- , An = -Cc
<br />A - 1 __ _AX 2 "
<br />-1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3;V-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FQUJDWRO ALL OF nIE kECCWWFWXPONS AND SPECFKATIONS OF THE ANCHOR'S MARUFACTLIRER 1 1-:50, - 2.187�L - BI. .2 W �,
<br />.iV�L 1 "
<br />A ALL StML SHEET METAL PANELS SHAU. HAVE STRUCTURAL QUALITY STM. ASM A-653 GRACE No PAMaS END LP - I, _________7 '12V ,/4-Io.-20, 1/4*`20 .1 - r- - - - - - J i V CL = M
<br />'
<br />C )L MINIMUM. G-So N "ON THROOD SHEETS W W�,.. ` 11� i Aw 100' It - -,- - . NN 304 sEiRg .. �_J - _�Nil - _0 . L
<br />t I - It a � .?50,!7 UNBOLTED IF 'L I 1. L SOLT W/ 7/tr A, 3/32*
<br />�� I , MUD RIVEtED S.& STIM lawral Z _ '4 MA. W C2 -B =
<br />To (SEE SECTIONS � ,� I 0 EX OVERIAP .CK
<br />04NLM STEEL 304 OR 315 ASI SERIES OR CORROSION RESWANT COATED CARBON SM AS PER ,_ Y . - I I I I MOLE to TO ANGLE IN I I i t APPLICABLE) � � I � " CJ .-
<br />6 PANELS MAY ALSO BE INSTALLED HORVONUILLY FOLUMM INSTALLATION VITALS SHOWN 0 SE 4 N to ( 4 160� - 2 . - MW"'P, '. IS40N I �,
<br />WVANIZED STEEL DESIGNATION W/FY- 545 W (AFTER ROLLED , / , ",___11' I, __ 3r f , SS sows I PANILLS -,- - - I - I I& - - DOLTW PAN 1/4 -26W
<br />ANCHORAGE %ALL BE AS MENTIONEDUICSHC. 1) C1) * C 4) -1- ��
<br />2 ALL ALUMINUM EXTRUSIONS '10 BE 063-T6 ALLOY Mo TEMPER. (UNLESS OtHERWISE NOTEG)� SEE SHEET Z ,�::� � __1 L ", "L. __J-J---- -- ------ � /1 , I A I
<br />I a - J7 I , _ --- 11 , I
<br />AS WELL AS AMERICAN YEW LAB Of SOUTH FLORIDA REPORT 002 9.07-09, AS PER TAS 201, TAS 20? AND 1-5) IN CASE THAT PRECAST SIVNE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING (1) STORM PAN @k END STORM PANEL -4 41�_ - - - I --- -- I.V - I Fn i j .4A
<br />,.",,.',�..�, � 1 1 I -- -
<br />,
<br />5. ALL SCREWS TO BE ST IWR0UGH 6) IDXEIPT 1HAI HEACEIRS CD A, (1) SHALL NOT BE USED R.-r . IT 12 i/7- Go. 12 1/7- OIL - AS � 11 � I W§ 9 BI: M
<br />DIN SM18 Iff,50 �i YIELD STRENGTH AND 90 W TENSILE 5TRENGTH or StOU COMPLY W/ FLORIDA BUILDING COOF S. I 94ALL BE IKE RESPONSIBILITY OF TK CONTRACTOR 10 VERIFY THE SOUNDNESS OF Y14E STRUCTURE WHERE SHUITM 06ETO BE - � , I � 0B. A00a 093" - � J �liffa T . I (SEE SECTIONS AS APPLICABLE)
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHU17ER SHALL ONlY DE ATTAC14EO 70 CONCRETE. BLOCK OR WOOD - ,_��_ . 'OOD. � I 1 � 1. -r, BI: "
<br />BUILDINGS. I i loor .Oor � 1111 -
<br />I - - .- I -
<br />6 BOLTS TO BE WM A-307 GALVANIZED STEEL. OR AISI W4 SERIES STAINLESS STEEL- MIN 36 W MM"M YED . � OEM I I __T_ 7- _ I, ____
<br />, .
<br />STRENGTH, SW & ION ON SHE 24 6 & Q Wat SHALL Rk& A LEGIBLE AND KING NSMUCTING OWNER 09 I , "WED - I ,w -O� - I i` , V i - - - ED .!= cl) .= =
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<br />SHALL BE AS FOLLOWS- - RESPECT - L , - 7 .
<br />I AN04WM TO WALL � � 12M 1 1
<br />TENANT TO SECURE PANELS MTN APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING !_ ____ 1375 jy ,-, I I
<br />- Ii THE INSTALLATION CONTRACTOR IS IQ SEAVCAULK ALL 444UMR COMPONENT EDGES WHICH RDAAW IN CONTINUOUS CONTACT WITH L__ _. -1 .. I., I I � I
<br />�Q �Je#TAFC% �ANNOfM AS �MAMU"=URED W Lt,* allUEX, INC (Mio, r-3192 9�sl) THE BUILDING TO fRMNT WIND/RAIN WIRLIMN, WNL A ��- .—Iw-, - � W�l I 11 . I I ,-, 1 1 ! = E
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THRODGM 12'-4' AS �OPS S"i 9 & 170 AM ALTERNKITITS HN .1 I Z v, 0. L-i - ,. - -. I , , � I
<br />WNEE - I I �f __ -.-I I L'
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<br />- 1/4' 0 .7/3' CAW -IN ANCHORS, AS MANUFACTURED BY DIWALT INC. (MIN. V-3000 p5 /I -2 Ow ��* - I 11 I I 1 !2 CD
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<br />- -SET ANCHORS, AS DISIRIBUTED BY ALL POINT BMW, BOLT & SPECIALTY CO D,M,,l9,@4)-A __ ----- iit .__ I .4r__ - __ 1, Ol L � a. CJ
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<br />(Mi. f��OOD P.) PROW)ED BY THE JURISDICTION WHERE PERU" IS APPLIED TO ROUNDED CORNER 0 ENDS OF PAWL'S L -,--- W I_ 'a i__ I - � 0 -
<br />-
<br />I/A`# 0 -3/4� SOLID - 12 STOW PANEL INSTALLATION SHALL COMPLY WM4 SPECS INDICATED IN nos WWING PLUS ANY WILDING AND ZONING REGULATIONS END UP W/ HEMIWED EDGE. .19 R, (4 ANGLE WITH MI) # ANQU WO .,� ,I __ .�___ rwi--, , "i I * I r _-1-- -A `
<br />- "b" "WER (�) %LaAlm (�) ., -
<br />J14,-IO PANEUWITE FEMALE (O & PANELMATEPLUS ANCHORS. AS MANUFACTURED BY CEDO CQNSTRLCTIGN PRODUM, 4) ANGLE � =
<br />. , 3
<br />t -33M ".7�I 13� (a) THIS PRODUCT EVALUADIIN DOCUMENT [P E DI) PREPARW By TKIS ENGINEER Is GENERIC Mo WES NOT PROWE NPORMAPON (14-TIS) @,(I),(�)-@� � r ,- 1/4. 2/4. 3/4, 4/4 5/5. 7/% L MANI, 1
<br />14�# 'OP TAIA-GRP ANCHORS, AS MANUFACTURED BY 7RU-FA5T CORPORATION (f3500 P.sj.) FOR A SITE SPIEUM PROJECT-, I., WHERE THE SIM CONDITIONS DEVATE MOM THE PEG, -, :: I
<br />- =. 1, Roffau-= - � , - � ION" . 1:
<br />r -----, VARIES z , 10. MIN.
<br />A 1) MINIMUM DAMOMENT OF JARGON ANCHORS IWO POURED CONCRETE SHALL K 1 S/4�, 21 FOR pANUMkM FEMALE (6) CONTRACTOR TO X RICSPONSISLE FOR THE SELECTION, PURCHASE AND INSIAIUADON INCLUDING LIFE SAFrTY fir THS PRODUCT I , SEE W, . 1W 2W/tO. 3W/10, 4W/10, �_ 6/5
<br />10 AND PANEMALTE PLUS AND I i/4" FOR OF TAP -MP RCHORS, OASIED ON T"S P�tD, PROVIDED HUSHE DOES NOT OC6WT FROM THE CONDITIONS DETOACO ON THIS DOCUMENT 1 -=-f .374' i I
<br />__J 1/14 * 2/i4 01344, tj!4' on, � IV%
<br />CONSTRUCTION SAFETY AT SITE 13 THE CONTRACTORS RESPONSERLITY I T ------- -_ -9-om SIM - coal ,750'�- �
<br />. I - -I DOO. - itc, I � .
<br />� - I 88�� ,�- , , .12z� I �t 125
<br />1 I � 9 - -I' rL - _T ; I 304 SERIES f %S: FOR CONCRETE SEE SCHEDULE ON SHEM a & 9___- ----- ---.-.---
<br />__ ,
<br />U WO , N---. __ -, !!��G,-I) r-- 4:f_� _� � - FOR WOW SECTIONS ON SHEETS 10 a 11
<br />X2) CALK -IN & SOU"ET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE PO RED CONCRETE, No EMBEDMENT I L_ - " W I � ! ANETED TO
<br />W THIS PRODUCT EVALUATION DOCUMENT "a BE CONSIDERED INVALID IF MODIFIED. I 1.407'i-063 .37V - ..3 . f 1 ' " � I Aw " " ot ,a 1/2, wc�
<br />STUCCO SHALL BE POINITTSID 1/4' 20 SCREWS USED $HALL BE I 1/2' LONG MINIMUM SHOULD 5=00 EXIST. ; I � .625' i I'll : :
<br />1* MINIMUM FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. HU SITE SPECIFIC PROJECTS WALL BE PREPARED BY A FLORIDA REGISTERED V,QNEER OR ARCHITECT WWCN WILL BECOME " I I i I I __ I �iw :t,_,._J _ 4_1 �
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<br />BUT I I .39cr - 671 1�1__;�V___,_ .7 071- \' 1 . I ,
<br />WITH WING NUTS EMINDDR OF RECORD (EGA.) FOR THE PRCUECT AND WHO WILL BE RESPONSIBLE Fog THE , L_ i- , I %. t,015-
<br />PROP" USE OF THE PTO, ENGINEER OF RECORD. ACTING AS A OMEGATED ENC4NEER M THE i ; ___ I __ A I " -
<br />vr �760`
<br />Low
<br />- -
<br />An IN CAR TW PRECAST SI KE. PRECAST CONCRETE PANELR� PAYERS. STLICCO OR WOW BOARDS BE FOUND ON "4 P'S D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVEW, I T'03 _,_..� - - 8- _71- MUS Q) A PA. ELEVATIQN
<br />RD 1 F_ I� 1.
<br />.
<br />EXISnNG WALL OR FLOM')ANCAORS SHALL BE LONG ENOUGH TO FWACH THE MAIN STRUCTURE BEHIND SUCH i EVER, PANEL OVERLAP I - .0 I _J � Li, ,Dgo* l __--m I-, _,______J I
<br />� W. .065, i
<br />PANELS ANCHORAGE WALL RE AS MENTIONED IN At) AND IN A.2). W THIS P.E.D. SHALL BEAR THE DATE AND ORIGNAL SEN. AM SIGNATURE OF THE PROFESSIONAL I __1 � 1084'
<br />ENGINEER OF RECORD THAI PREPARED IT .us-# rTYPJ
<br />(a) to EXWING CONCwr 5�0�__Nr 7.oDc, (�) KEY IJOIJE WASHER U____1
<br />- :/4 : TAPCON ANCHORS AS MANU By j. I W BUILD", INC, 14 SHUrTFA IMNUFACTURER'S LABU. SHALL BE LOCATED ON A READILY YISIRUE LOCATION AT STOW 1 ;/4* M.A_ GAP
<br />-AS i - 003, (�) 'E" MA915 AN2LE (4 3X *r TBACK T ELALEL&M 2.6-r
<br />- /4: . I/e- CAUK-IM MCOM. MANUFACTURED BY DENALI INC. (WIN, fc-t5OO p-) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL I ;
<br />- 11,rP 9 3/4- SOUQ-5FT ANCHORS. AS DISMENTO Ert ALL PONT SCREW, SOLT * SPECAILTY Co. FLORIDA BUILDING ; . _M4. ,;�44;0, ok"0011440%, WITH STUD W oNSRMNA -1 *ME W"M
<br />, CODE i .Ar M. _
<br />(MN V.-HRIG I,.J) I I WIltiEL -1 _ �- -_
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<br />0 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION : ", W HINC - . -1 VCW\ /q"\ r�' �
<br />III" A 1 -11I'_.=NO.5=0%Y .K �n .1* _�l 7
<br />SHALL BE PLACED FOR &MY OPENING. LABELING TO COMPLY WITH SECTION 1'001.2 OF THE _A 1��
<br />- it+- ,k%%l I I it (I rT i R;S,,% I� 1, I
<br />PROM IS (MIN, r-20,71 p�,.,,) -IA" I � V__ %,�I:IEN * 1P - �', - - y
<br />C � . � ,Y,f --- X '. 1� i ',�� DO \--/
<br />- 1/4* 10 OF 7AP-WP ANCHOPM AS MMUFACTOREO, BY TRU-FAST CORPORATION %LA-�R A 2!Z��,% ! .375"0 , 3810 07i*0 *1 I/ , �_/
<br />...'' - , � 81 /V I ....... *1 M".3AP �
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<br />. Velocity H cono Zone) I_ - -,", , - .- ., No. *' \T/ 4
<br />, R., = -
<br />4 . FLORIDA BUILDING CODE (High I I � _T - .1 44167 . 1 i (R ,:_'..
<br />X .." A� - - - ."_�, - S_ '....
<br />8 IJ MITKFAUM EMBEDMCNT OF TAPCON ANCHORS. ELCO PANELVATES AND OF TAP-GIRP ANCHOR. INTO THE _4 ... ,kct ..
<br />BLOCK UNIT $KALL K 1 1/4'. . --,-- -..- I *�� ,�,2 - :*i �
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<br />& - il : — . *! FLORIDA BUILDING CODE (fth Woolly NU leans Zono)l ,
<br />01 F I PAM XTOM K PANEL � 14----i . * : M Lrl_� ..ITP FLORIDA BUILDING CODE (High VolloCNE Hurricane Zone)
<br />A - I � \1!1/ ...
<br />� - 20 GAGE 4ALVA142ED STEEL STORM ,P I I -mitortilm M
<br />8,2) CAUK-N & SCIUD-SET ANCHORS SPALIL BE EMIEWDUED 7 - INTO THE CONCRETE BLOCK UNIT 140 EMBS :' NO, 4 167 . = OAAAN A� I J. 463-__� .L OF ,,G, lk '. -_ - C2000 TICNCC. W.
<br />/S III - _� _A!rAC NICKEL - STATE DIF .." � �_� 1 02M TAIM, W_ 20 GAGE GALVANIZED STEEL STORM PANEL F.P .1 _7 � F.F
<br />USED SHALL BE I i/2- LONG MINIMUM SHW4 STUCCO V$'% III, .., 41-4 DRAWN EM It, : No 44167 -. I WIN fly.�
<br />IN -IQ STUCCO SIPLI. RE PERVITED, 114* 9-20 SCREWS . = I, __ - WING NUI * KU HOLE 0�-. I'to - - _. . . *;! -
<br />11 __ .125- .1875
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<br />"IST, AND I" MINIMUM FOR WALLS MTH 140 STUCCO, <Zir �___ �1 GLOBAL PROTECTION PRODUCTS, U.C, O/wm* 2.000*-- , 1* - GLOBAL PRIDTECP SECTION A- *'. IS < QVIA12020
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<br />� R -, `P_ �L `L. am" 20-176 ROL, .4 AT, UN & 1, V, Z�_ _�,___� ON PRODUCTS. U.C. ' -- - - _ PROTECTION PRODUCTS, LLC.1
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<br />�_ -i - - " 410 1 OUAANG - (1) 2"X7"XIX ALTERNATMY, USE WIND HID W/OVr i a 11 - , -, P.S.,, N, =14 20-176 OR%t* - . &�i!1.pr_* X42=0�110% 20-176
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