The URL can be used to link to this page

Home My WebLink AboutAPPROVED NOACertificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING Cove, 7T" EDITION (2020) Manufacturer: Ma nufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES DREXEL METALS, INC. 1234 Gardiner Lane Louisville, KY 40213 (502) 716-wn7143 www.drexmet.com Drexel Metals Association of Regional Manufacturers (DM -ARM) Architectural Testing, Inc., an Intertek Company, (QUA1 844) Roofing Metal Roofing 1504 3 Wind Resistance issued August 9., 2020 Entily Report No. Standard Year Architectural Testing (TST1558) 56840.002-122-18 TAS 100 1995 Architectural Testing (TST1558) 58389601-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776.01-109-44 UL 580 2006 UL 1897 2012 Architectural Testing (TST1558) 82784.01-109-44 UL 580 2006 UL 1897 2012 Architectural Testing (TST1558) 83296.01-109-44 UL 580 2006 UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) H3245001-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.02-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.iOl-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 13391.,01-450-44 UL 580 2006 Force Engineering 8 Testing (TST5328) 178-0054T-1 2 UL 580 2006 UL 1897 2012 Force Engineering & Testing (TST532100) 178-0055T-1 2 UL 580 2006 UL 1897 2012 Hurricane Test Laboratory (TST1527) 0287-0209-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287--0706-07 TAS 125 2003 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 ASTM G 155 2013 ° TAS 110 2000 PRI Construction Materials Technologies (TST5878) DMC-004201 TJ11111110111111111111 S 125 20D3 PRI Construction Materials Technologies (TST5878) DMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Ma4oriala ToaFsneleCiiva (TST6978� AMC-007-02-01 TAS 100 1895 PRI Construction Materials Technologies (TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) D M C-0 16-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-01 7-02-01 Rev 1 UL 580 2006 UL 1897 2012 DRX1 500 FLU 7678-R7 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-31 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualit'Y assurance changers throughout the duration for which this report is valid. This evaluation report does not express nog Empty warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CRE.C-1K TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) D M C-0 18-02-01 UL 580 2006 UL 1897 2012 PR) Construction Materials Technologies (TST5878) DV�D---��11111111111124 -02-01 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies (TST5878) DMC-033-02-01 .1 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies (TST5878) DMC-037-02-01 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies (TST5878) DMC-037-02-02 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies (TST5878) DMC-038-02-01 UL 580 2006 UL 1897 2012 PRODUCT DESCRIPTION • DRXI 5001.7 FLU 7678-R7 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREAK Technical Services, LLC of any product r:hann�-q nr nf inlif►f n4:zQj Man�e charges ti�roughout the duration for which this r�-� 5tallcltlon. rLGOn'll'1'1P.nClP_[i 11�P_ or ntht�r nrnrli ir_t attrih� Ctrs t does not express nor imply w Pul L is Vaiia . .. -- - ----....---___ th�a specifically addressed herein. t are nog r. Y DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICES, LLC DMC 15oss Pr fit* mechanicalt � �� ire. in. coverage + 4**+++++**+*��*#*�144111111111+I*i I IhF14T*T4rlTTi�i■■i+ii h■*+***F**ih■■hh■■#i■i■■■■l 1 ■rJ ! Y PA* • ■ FhFFFF++rih■+■■■i■li■•f*++*++***********rrrrrr■■■■■■■■■4++++++++++****+****t!***!*■#rrrrr■r* ■r*+++q■I*YFh•�f*�*a�#■i■■■■■■■■■■■■1■■■FFhFb bFY■llrFISO Y■lISO Flson son son ■■■■■■■■1■{*FFhFIY+I■Yl■lirii■lson l■il•hill+hmks hFYOng imp him son mks son l■ll■ll■llrwl■l{{1+4q{iq q9■�■+■r■ti■tirrrw++�{If*�fWq q*• Description : Non-structural', g seam roof panel Si+++■ I1■ job ink Ill Ill Ill Ill Ill Ill Ill ■4■Ill Ill 1*4 *{ t***11■■■ woo ww+wi■■■■■■■1■+, 4 "d' s■■■■■■■FF■F+I wF ■+■++++■+ +. � 1 • r■■■■■■■■■wl■ll■ll■l1w1+1{+,4{,■■■■■■■■■■■■■■■■■■■■■■F+*+*****■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■IYF1.■Y■■■■■r■+■■■■■■■■■■A■■■■+*i+FFlFPOP F■F#FFson I■iNON w*llwwwwlw■Flr■w■+wr++{. dad +q11■***#***ti#■■•r*■•ir++++++++++1■FFYII■FIll him Ill ■■■ii■Ill Ill Ill RY■Ill l■■Ill Ill Ill r • ■0.032 in,.. I u r coated ksi; ! ASTMB209aluminum;Fy xC onform with FBC Section 1507.4.3 . ; ;■■■■■■■■r■+++f4+*T**��■rT4F��Tw++wrrw+++++■174�rwT7 TFflFfwFF■■rrrr+++++++{{77■■7■■■■FF■■■■■■■■■■**iiii*+{17i7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i41r■l■■■■FF■FF■■1011&FF■+4■4*10 IYh Fh F Fpow Y■■■Y■■■■il4.4444*41+41■#i77■7■■ii■7++tiri**+ ++4++ *hI■■i■■■■■■■■■■■■■■■■■■■■ P{ 41411111111111111111■q■■ r i Min. 24 ga. Fluropon@ coated• . DTI 50 ksi; Shall conform with FBC #!!■ ■■■■■■■F+■■++{.{{+{.+{l{�l■ll!!!wlww!/+/+++++++il.■+ITTT#TTT rll■ll■llwwl+++++**f TTf*T!T!!!!#/#+//+r•++i+++F tTTrlrr!!!!!!lFFw■F+++++++++*��7 t■r■■■■■■■■■■■■■F■■■■■*■I4***+■■+■■■■■■■■■■■■■■■■I■I■4111■11+III+■■■■■■■■■OWN w++wl■1dddd*t+++#iY■■■■■■■■■■■■■■■■■■■■ WE I I I I lddl*********IP401PIPIPIPFIFFFFFFRFF■■■■■■■■■■■■■■■+II■■ l F l41 F Y71111111111111I I■■I■F loll 7w. 8 d. I. 16 ■ ■ i i • • r • r 1� ■ l f i ---------- - - • t w r ■ ■ ■ 1 6 -------------- ----------- d. a r r all l■Al#***#a#a#aaaa■■■■■■■■++++b b■• Pro NON NON NON NON NON rii++i{■lPon l iiil■liill■ll■l■l %Pq Imp Pon NON NON NON NON NON NON bbsw PEIIllIllIllIllIllIllIllF F iF*iiF■**#i***■*■titi+r■iir+rwll■llhFY■ll■ll■ll■ll■ll■ll■ll■ll■■■ISYYY■�■■Y■■■■■■■■■FrFFr■■■■ r +{{{++++{{q{iYIll him Ill ■■■ Ill Ill lob ■YYYYFpop Irq■■Ill Ill Ill Ill Ill Ill NOR pop ++**{4f*q ■■■ Material. �+ Min. 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 1507-4.3 iRd NonTT■■■■■■■■FwF■w+F■r+{++{177t•*•••F•rFFrFrr+Fr+++}}7 *•77 f■•FFFFF■F■■iirii+++*}■FFFF■■■■■■■■■■■Noll+R{IT*TgTgq■■■■■■■■■IRE+{S Iqq boo Non Non NON Non Non Non op■Imp b*{g71g7Ill Ill ■■rii Yiiii*++**++***F7■■7■F7rtif47•++i+r+++■■YYh+++*#!•7**•7i77i F4■■■■■■■■■■■■■■■■■++++,%,■■{R■■■■ }}wFFwFrirrrr+++*r{■.{**T IYI I74 pro Non Non l■■i■liiiiii+■.!Y■ISO ISO ■i■i■■i■■IN* • i • w r i i • a ■ ■ _ a F r l i i i i i ! r F ■ ■ ■ ■ a i F w w 153 • DMC 175S Profile ! i 1.75 in. tt++t++1lll■■■■■■■■■■■■■■■■■■■■■h1llllll■ll■ll■ll■llw+l■l Yhh7■■■■w7■■■■■■■■■■■■ ■ liln■n■n■n■n■n{++IIIII..n■r!■n■n■n■n1++{.Yll■lw■ll■ll■ll■ll■l1■�I�ll■ll■ll■ll■raa+++ll■hl■Illll■ll■ll■ll■ll■ll■ll■ll■ll■llY........................ + � ■ $ F.F■YIFh■■■■■■■■■■■■■++++Y * +•�t�■tw��l■�■#ii•w+•++i++i+++++*++*++•Yl■ll■ll■ll■ll■ll■ll■ll■ll■l +.. F F■��■Fl�•�■■■■■a■■r�rrrrrrrrrr++++r + + { ■ll■ll■ll■ll■ll■h�Y o x s r i r I` • t r! sn lock t rid i n warn r f I i■■■■■■■+++++++•�r•lr■�■i#iiiii#i+iifi�FJlllrYl■■■■■■■wr#rr+alIl■11�+*+#**■#■ii■■■■■■■■11■Ih+1■lY■■■■■■■■■■■■■■■■■r 1 hhhhlh■l!o■■■■■■■■■■■■■■■loh■oo Ill■il■i■iii■ii■■i■41 oY+o+++ f } * +�*TT+*TTTTTTrlw■■ll■ll l■ Y ■ ■ �+#r#+r•i•li■liiil■llil i iiil • II•I4q*R1■Rr411■■■■■■■■■■■■■■I■■■■+■A+1qqq■R■■■■■■■■■■b dh 4PI PEI ISO Non Non Non Non Pon Non NOR 144 d.d Ron son Non Material. W I. Min, 0,,032 in. Fluropon@ coated ASTM B209 aluminum; Fy min. 24 ksi; Shall I. 1. conformwith FBC Secti 7■■+{{++7{■7rrr••■FrlF11-+■■F++++*+***+*{4!*!*F!■■■F■+■+++++}{{*+}T{TT4r!!F■wFF■lEnd add +■{{{R{ir{■qR■■li■■i■NON NON NON {4{ Ron l{■ Ron Non Non Non Non Non Non Non Non Non F*****tTTT4Fli■■■■■■■■■■■■7+++#++**+***41*#Pro l#■■■li■■7■■ill Ill Ill Ill I■■1r++i*****•*#******!•777i#i■l++++r+++'■Y'h hYh FhllrooY■l■■iTi■■■■■■■■■■■■■■■■■■■oo1{++Yo Pon PVWWrw4w■■■■■■ o■■+{{+q+ Min*0.040-'I'nch FluryASTMaluminum■ ksi); ■conform with FBC Section 1507.4.3 • a i ■ ��++4*****r*T*i#7i77i11i#+* +++Fi.PhY**w*•7i■■■ii+ii**+*************•7iiiiii+++*r+++++++*T*T*TTlTT4Fl■■■■■Fw+F+■++**......TTTTTT4ttlTF4FFwFFwl Fwl toll+ll■l.+a*T�+*....T■ll■ll■ll■ll■ll■ll■Ii YYYi.Y........■ll■■p pq Ill l■ri bob YY+i Y. i + P*��r**rl#.#lrl{•i#•i{##q■■■■■■■■■■■■■■l■Y.YFFYI.Ifq■qq■■■■■■r•rrrr■■■rr■■■■■Min. 2 . Flury coated A792 AZ50 or .W r + _ASTM A653 G90; Shall conform with FC Section 1507.4.3 •■•■■■!FF■FFF++i++++++++++++*}++*+T*TT■#i##iiii■■i■■F+++++■+h Yhl l� rrrrFWV0FA++ii lii+*#i+++*•T#i l#i■■■■ii■i■■■■i ■Y + i1 ++++++###+#r###TiiiiiiiiJ+*+++++***!*�!*�!#/#*//■#ii+■■■■■4t++*++***!*�!!!!rlri!lFrrFr+++++++F+{+{{{f*++�•+####i##ii++all■ll■ll■l1!■h■FFFFFFII■#i■ll■ll■ll■ll■ll■+loll■++■h+{Illy+**#lF####ll■hill■li■illll■}++1++�+++■■t■■■■■■■■■■■■■■■■■■■■■ww+■+w+++++++■++*�■*r��+■■■■r#####rrrr++++++++*..l. i i i + • r • r r a + + w r � r r r r 3 ■ F l a i a i i ■ • ■ r # • i • ! ! w i F i ■ i i i i a ■ # DMC 200S r Profile in. I I I i �� 1 in. coverage tNON NON ■■+++w+++++++++++++•F+***#++#i#ill■iNON NON NON NON **++*try■Ill frrrriiiiri+i■■YYYFF*•�#�##li■■■■■■■■■■■■■■■■■■■+ ■lhFlllF#l■#■■■■■■�i■■lll■Yh■*}hF###TTT#TT##/#i##i+iii+■■■+++fl{{TT*T{■l■ii■■i#/+iii■■■■■■■■ ■ w+*+�*+****#**#r•�rrrrra++a+r++++++++ ++11hlh��lFh■Y■lip■■■■■■■■■■■■■■■■F+�■1■lI111+i■+i+■!#l■Y■■■i{■loll{■+■■i■■■■■■ + ■ ■ ■ + Ih#I##++{1■IYn■n■n■n■n■n■nr*nI+1++�++++ill■ll■ll■ll■ll■r+a+++++•Il■ll■ll■ll■ .Non-structural,r i r�1 1 lock s I seam r�panel.........loll■ � + 1 4.1{{■■■o■■o■■o■■o■■o■■olrrrr++r4++*+**i■1+■ll■■rwwwi■ll■ll+{++{{ j+t*!lfrl lr■■l■rrrrr+++++*{+++++!**■+■■Fr■■■■■ ■r I {tt1{{{+*. .■■■■■■■ ISO ■■■ ISO ■{+1{1II1+{I++l lENiilNON NON NON 1■■■■lY+l+■1l■ll■ll■ll■ll■ll■ll■ll■ll■l+l++{�i+■■■■�+##i##ri++iw++++w++■+ +■++ + +. ■ ; f*� *******■■ii##riiiiiiirrii■+■r+++++++..4R•!■7■■■■■■■■■■■■■■■■+FrFF++++++++a+++a*�•■�Til■#l■l##iiiii■ll■iii lii+ii+++■■/!!■!!�■■# lii■■t r ial o Min. . in. Fluropon@ i min. ksi; ' Iconform . with Section 1507.4.3 ++■■w■wwrwFro ii+++++*******r**rTiiiii#ii+ii+i++# r+++F++F++++. ■Y*++*+**llF4ti■+F++*++++++++*+**+*}!lFFrF■ lF FtR q q■■■■■■■w+wwl■Irr+w.++r+w++lq+Iq q q q q1■ll■ll■ll■+w+++w+++++■ll■Fl■ll■ll■ll#lii###**+r+•ii■iiiil■YY■YY■q..■■■P■■■■■■■■■■wwtir■#rtw+++++++++++*+..++******••*•q P#•i#•i{•i■•■■■■{i++++++■.YYY■■■■■++■��■■■■■■■■■■■ 4 Min. 24 ga. Fluropon@ coated w = ASTM A792 AZ50, w + w ASTM A653 G90; Fy min. 50 ksi; Shall conform with FBC Section 1507.4.3 i**+•TTTTTTTTTTTTTTT#�iiii■ll■ll■Yh■Y++rTa+�4F■■■■i wr+++++++*i*th•7hF■#iiiii7iii■■■■■I■hYYhYY■l*!■7■■■�■■■■�■iiii Yiii**+** *!■■aiaa■■l■Twwwwwrr++++*+***T+****T***.......■.. wool ■rw■■ll■********TT#■lISO son NON NON mob NON hYj*****7l■■YY■Ill Ill MINIM Ill Ill Ill ■44 h■i h■■ him ■■■11444444■■R■■R■ll14115h+RI■o■■o■■o■■o■■wwrwr+4{1,{qq■+■■■■■ • • • ■ • • i t i ■ • ■ • • + • ! • • • • F 7 ■ - ------------ ---------------- ]�� w F l i l t a i t • w i ■ l j i a r • DRX15001.7 F L 17678*- R7 Pa-ae 3 0f 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICES, LLC DMC 450 +Profile. 4 1 .51n.- snap lock seam; Max. 16 in., coverage 70 ■■■■-If+++++++Ti■Y!h!!hPhIb*PYhhl41YY■h!■■!!III III roof+##T+■■■■■■■■■i■■lhi+h■h■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■ i i■■■ Y■■■■■■■■■■■■■■■■■■■■■■ F # h ■ !1 ■■■ FY F!!!lhFY■■!!!■■■■!■■r■■■■■■■■■■■■■■■!Fhl FhYYT�7ffTTTrF FhFFh■■!!!■■!lffrifi■l+■■■■■■■�■1lF1■****rri■i■■■■■■■■■■■■■■■■ri■■■■r■■■■�+*i**i**f**iT*if*T*■i■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■■F{{*{{{if# fi�i■{rT■■■■■■■■■■■rii+ii+i+++1++**+AY*i+*i*1■!■■■■■■■■■iii+■■+Y■4+a4Y ■ DescriptionNon-structural,,� roof panel with ■■■■■+{f*{a14 ■i■■a■■i{■4a■!!F!■■■■ftTrrTrTTTiiiii+i7lf******hl YY Y!■■■■ffi■■i■■■■iii iii Yi+ r +7 +++++++*f*F*■YliTi lY•IYirTFrTFfTT7T7tirrrr■+rrrr+rr+rr++*+++It*A ■ �4 4 *{4 444■TTTTTT7T•4titi4111111111!■■YF■FIFFFi*FYFYY!■■Y■■■■■■■11411111111111111111114 +i0110110hh01h0h■lFYYF{*1Y!*TT■■■■■■■■■■■■■■■■■■■■■■101Y+rt++++*.■■.■■■■■■■■■■■■■ Material. ■Min, 24 ga. ASTM A792 or ASTM A653; Fy m ■ Section 1507.4.3 r r f *+++Y+hhlhl■Y■■■■■■■■■■■■■■■■■■■■■■!■■■■!hhlf■Y■■■■■■■■■■■■■■■■■■■■■■■1■!!!llhh!!h!h!!f n ■ n ■111111411111rf*4-+*#*h4-hlh!!■•Y n■f•■■•ii■i■•■ii+i++#++f+++*+1■!!!!1!!■Y■ n rrr■rrrrr■II■II■II■ mop !!■■!44{aiii*■iii■■T*Trrrrrrrrrrrrrrtrt■■!■■■■!1!!lIIIIYYYYIY!■1■■■■■■■■4■■■■■■■■■■■■■■■11{{1{1■1111f++*fTfr*rrTTf+rrr�r+r■rrr■!lllhh*ih*TiiT�Trr+i■+rir �Min. . 32 I . I r n@coated.� min. #.DTI ■ T f T iconform with FBA Section 1507.4.3 • + ' ! TTrr■ ■! ■ NON NON !! ■ ! I i PON i ■ 1 ■ • q don NON NON F■ F■ ■ FFFF F■1 ■ Non Non ■ ■T+**TrT*; ■ ■ III III III III ■ ra•a•■ q Rod a ***T•TTTTTFFr■ r■ FFrT+■ ■ ■ r■ III -III a I { { { { *{ *r7 FF■ rFF■ III III III ■ ■ ■ III III III III h***T*T ■ ■ INS son Non Non Non NON Non ■ 4 ■ Non bon 11. 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ F■ rr■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +** b** h+******TT**Tr FFr FTr Fr TTTT■ITtiti+i■+a ■ ■ ■i*+* ! F* F* F F F h liii f*frt■ ■ ■ Fr■ ■ ■ ■ F■ ■ ■ ■ FFr■ to ■ I I ■ ■ I ■ I ■**i***f*i**T* 47T so% TrF Frr rr■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I Y 1 F* h h h l h F40 F F*■ ■ ■ ■ ■ ■ ■ ■ I ■!! Y I! ■ h h I Y h F h p r T r r r r ■ r ■ r i ! ! ! T T T T a �L a ■ ■ i a ■ i i 2_, r T + + r L ■ i i i i T r T F ■ ■ ■ i i i DMC 5 V Profile:3/8in. 21 in Max, 24 �■■■■■Y+*+*****fTTffTiiTfiiiiiiiiii■■■■■!Y!■Y■!■l rTTTTTTTTT+■■■■■■■i+++Yl FTf!■■!■■■■■■■■■■■■■■■■■■ ■■ Description: Y!!F■■■!■■rT■■■■■■■■■■■■■■■Y■hYlF•!Y■■■■■■■■■■■■■■■Y■■■■■!■■■YYYhhJ■��■Tfiiii■iii■■■■■i+YYYYhi+*f��hlT•ff!*f Tff TTliff TTF■■■■■Y■■■iYF1*1*TTTT•TF7■■■■■■■■■■■■■■■■■■■■■■■■■aa■aa■**.■■TTTTTTTT•Tf•Tr■■■■■■■■■■■■■■■■■■■■■■■.■.!■!■1■■Y!■T�■■■■r■■■■F■F■■■■■■■■■■iY+■+++*.*+.TT�1TTTf TTTTTTTT■■■■■■■!lFFY*+!!h!■!■■T■ ■l t roe fastened rood l hbp PrP INS INS INS INS NON Non Non Non and add ■{7r!■■■■■■■■■!r■■+a•a•i!■!■.■■!■■■■■■■■■■■■■■■■■■■at+***TT■q*■r7 FF■141II ■■■■■■■■da a{{.!■■■■ R■■■■■■■■■■■■■■■■ + � h on. q!a■■. 1■R■ITTTTi■■NON NON NON NON al.Y■■hi■■!■Non Non Non Non Non Non Non End Ids End {i■■■Tf Tf ffiiiiii7fr+rrrr■■■*r*a+*+**i**T*TTT*T■■■■■i■NSA III ■■■■i■■rF++■■a+***q*TfI1■rrrrrF■■Fr■III Non ■i■NON NON NON NON NSA Non ■■a■iR■■NON NON NON NON Pon lop t M ate ria I : ■ + Miry. 2ga. Fluropon@coatiASTMFy min. 50 ksi; Shall conform with FBC Section � L■■rr++r++*++TTTTTTrrr+rrr++ i*Y+**i*Ti**Ti■lrrrrrrr++++ + + ■ i* i* ■■■■■■■■ i**T*TTTTTTrT+rrFri+F+Fta******t*T*TT■■■■Fr■■■■■■rrtt+iffit*i*fr■■r■■T■■■FF■■■■■■■■■■■■■■■■***+**rTTrr■■■■■■■■ + ! fFt F*t*t**TTi■!■■■■■■■■■■■■■■■■■■■■■■■■■4■15ilT*F4*TTTT Y■T■i■{fi{i■{■■■+i++i{++*+1Y1■FYY■■Y■■■■■■■■■■■■■■■■■■■■■■A■■■■■■{{aq■i■*■{■■■■■!rT•+•rir+it*a•*.�rtiTtri Min. . 32 ire. Flury one ST MB209 aluminum; Ft �rein. 23ksi;= Shall i conformlp r with FBC Section 5.. 3 *-1■M■f■■■■■■■■■■■aa r { ��{{{T••�t�i■■rrrrrrr++++r++a7Y1�11■�i■■■fiiii■i■■F+ra•*a•+i**T*TTTrTiiirr}++*i**f*iYt**TT*T*i■■irr+i+++++******T**TTTT7T{Ti{+r+++++*+******TT*Tr4T•r■■■■■rFa■aa*■a*�tTTT�■rrtr�r■■■■rr■■■rrr■■■■■■a.aa�{{�■FTTTTTTTrr•r■■■■■■■■■■.■Y■FYlYTi!lfTTT!■■■■■■■■■■■■■■■i■■■■■■■.�■■!�•Y+■■TTffT■TTfi■■■i■iiiiiiiiii+i■++*.+i+�■•!!!!■■■■■■■■■■■■■■■■■■Y■r■■■■■■■a■aa{�a��■FT7■■■■■■■Tr�i+++++a•*a•*rTit�r��■■ t a• r r ■ i ■ i i ■ • r • • • r + --------- 21 up 2C Covereew r a i Y r * r t F ■ ■ r � i mono — - — — - - L ■ ■ i ■ r , ■Nr DMC ■ F *f i • ■Profile t1/2 in. corrugation; ■ r i i■■■■■■■a■■A■�{*�t�rt��t�ttr■r�r•rrrr+++++aii*}•i�■■{�1{■■■■■•iii■i■■a•ra•++ra•r+++i****TT*TTTTTTiiiiii ■iiiiii+iai■■a ■■■a■■a■■ ****TTTTTTTT7iiffi++++iiii+i+***+*TTTTTTTTTTTTrTTTSTF++■■■F+++a**+T•TTTTTTrFFrtifrrFrFFrFFrFFrFFii■a•. rrugated i r�l r ; li...... TT%■■■■■■■■■■■4■h■Y■h■hh•+1Y*Y■Y■■■■■■■■■■■■■■a■■■■■1■■■■■■41■4■*h+YhYh1 Yi■YYY■■1Ti%i■■■■■■Tiiiitiff{■11111YYYYYYYY■Y■n■n■nr■rrw■■1■1■■a■a111+Y1q{qli■lqiTqT{+tir+rr■t+4****** s tion � Non-structural, �+**a•*T*■■a■n■n■n■n■n■n■n■n■A■■■+a{�{■■■rTw■■■■■■■■■■aa■■*� h■!■.■■■!■■■■■■■■■■■■■■■■■■■{{aa+{+��■�■■■Twf■■■■■■■■■■■a■■ a * i{{■i■■{■■■■■■■■■■■■■■■■■■■■■■a�■■111{■lTTi■■■■■■■■■■■■■■■■■■1411111!lIII■■■Y■h■■■■■■■■■■11414r■■■■aI■■a*****4T4 TTiff TTrrTFF■IFF■FFrFF++++*++*+i**i*�hrrrYri■■■iT■■■■■■■■FrFF■■■a•a•a•a•rtr*a•++a•i**iTi■■■■■■■■iiTTrTTriiiiti+++++++*++**!!■!!Yh■■■■■■■■■■■■■■■■■■■■■i■■■■ a 444 aj■■■■■■■■■■■■ Material Min. 26 ga. Fluropon@ coated ASTM A792 or ASTM A653 G90 min,. 40 ksi; ■ r i Shall conform with • r a r iF I i ■ rw%m FFr■li■Iti+i*•i*•i*•i*TTTTTi ■Ti ■%44%%4+4 4 ■ ■ Fi**i**i**i*777r■17r711i1*i*ti**i**i**i*fT**rT rT7Trr rr+■ ■ ■ r+t*t**i***ffiTfrF FrF rrF FrF FrF rrF F■ rr■ ■ ■ ■ a 4 4 4 { 4 q 141 FTTTTTTrr%%■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Y ■ ■ ■i! F b h P4 ■T*ffT ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ *++ Y Y Y Y}* F. • h ■Tf TTTfT ■ ■i ■ ■ 144 ■i 044%4d ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ h ■ Y I • •! ■ F! F7 T7 ■ 9 ■ 7 ■ F■ rt■ rFF■ FFr FFr■ ■ ■ ■ ■ ■++i+TAT TTT TTffrF FrF■ r■ r i ASTM0.032coated aluminum; ur F. min. 9Shall r r conform with FBC Section 1 + 74■Y■■■lTFFTTTS+i{ti++ii{ii++++++i YiilY pp. mph III ■rT•T•TTf TTr Ti■■■■!*+*****Fi*f!■■■■■■■i■■■■■■■■Y■■■■■q% b, OPPF■TTTTR■■NON NON NON Non bon POP YYF 1YF'Ps ■■■i■■i■iiiii■■■iiNon ■■i{Y■***TTTTTf TTiiiiiiiii■■iiiiii Yii++ii++i+*+*4+T+*T**T•■III III III FrF■r■F■■+aa{a■■.4{■YY■Y■■■■■■■■7■■■■■■■■■■■i StirrrFFrr F++++r+■!■■■■■■Y■.son ohs INS INS Non Non Non NON NON NON End NON End Ids a ....... TTTTTTTTTTii•TTTii•++r+++rTrtit!■YF■■■!lf TTTTTTiiTii ■ ■ ■ • i f T T T t I. ■ r I. ■ ■ ++r` `�+•\} i i i T • 77�# i i F k i 2 i i i T T + • ti r • t r i ■ ■ ■ !RR ■ i f f TZ • + • i * T t DRXI 5001 FL17678-R7 Page 4 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall ratify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y DREXEL METALS, INC. Metal Roofing TECHNICAL SERVICEs, LLC LIMITATIONS 1. 2-w 3. 4-m 5. 6. Fire classification is not within the scope of this evaluation. This report is not for use i the HVH7. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. Roof slope steal! be in accordance with FBC Section 1507.4.2d Reroofing shall be in accordance with FBC Section 1511. Installation of the evaluated products. shall comply with this report, the FBC and published application instructions. Where discrepancies exist between these sources and FBC complian 7. All products listed Rule 61G201-*3, t installation detail shall prevail, IF in this repor shall the -manufacturer's the more restrictive be manufactured under a quality assurance program in compliance with COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7th Edition (2020) as evidenced in the referenced documents submitted by the named manufacturer. �15*00049 E. _. 0. .. . 2020008009 ��.�i a ��•'�� •1��a}l .Fla _ .+_' , "• � • • a � '��'F F.' � Yf �"f. �4�a{ ftw�y *loao tY ZKIUW P.#fit= -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will if acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREAK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have under this evaluation, nor will acquire, a financial interest in any company manufacturing or distributing products Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Installation (12 pages) 2) APPENDIX B — Approved Roof Systems (8 pages) 3) APPENDIX C -- Design Wind Loads (4 pages) DRX1 5001 .? FL17578�R� Page 5 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whi gch this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 ,`j 4 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy Drexel Metals, Inc. 1234 Gardiner Lane Louisville, KY 40213 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials., The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used 1"n Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Sec (i (In Ml*am product manner, MIAMI* E 0 le DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION i-Dade County) and/or t r material tested for quali the manufacturer will inci, suspend the use oi such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, he AHJ n areas other than Miami -Dade County) reserve the right to have tion this ty assiVance purposes. If this product or material fails to perform in the accepted the expense -of such testing and the AHJ may immediately revoke, modify, or if it is deterrmned by Miami -Dade County Produc requirements of the applicable building code. t Control Section that this product or material fails to meet the This product is approved as described herein, and has been designed to comply with the Florida Building Code i0 ncluding the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: DMC 100 NS - 24 ga. Steel Panel over Plywood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: O The NA number preceded by the words Miami -Dade County, Florldd followed by the expiration date maybe displayed i*n advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety,, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA-No. 18-1024.15 and consists of pages 1 through 6. The submitted documentation was reviewed by Freddy SeM ino NOA No.: 19mO3O4.06 Expiration Date: 06/26/2023 Approval Date: 10/10/2019 Page 1 of 6 9 A f ROOFING SYSTEM APPROVALO Category. Sub-Cate%ory• Materl"al.• Deck TvVe.• Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood 135.00 psf m TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product DMC 100 NS — 24 ga. Steel Panel Trim Pieces Bostik 700=00605A Dimensions 10 Length various Height: 1" Width: 16" Thickness: 24 ga. Min Yield Strength: 50 ksi Length: varies Width : varies Thickness: 24 ga. Min Yield Strength: EVIDENCE SUBMITTED: Test Ai%z!e---- Ky PRI Constructions Materials Technologies, LLC 50 ksi N/A Test �Sjp�edficationsmmmm�� TAS 110 Product Description Corrosion resistant, galvanized standing seam metal panel with fastening strip. steel or gaivalume integral perforated N/A Corrosion resistant, galvanized steel or galvalume TAS 110 Test Identifier VLS-015-02~01 VLS-0 15-02-01 DMC-016-02-01 DMC-..PO 14-oO2-O I standing seam metal panel with integral perforated fastening strip. Heavy duty construction adhesive. Test Name/Report ASTM B 117 ASTM G 155 TAS 100 TAS 125 Date 05/15/18 05/15/18 10/24/13 10/23/13 NOA No,,: 19aw0304.06 Expiration Date: 06/26/2023 Approval Date: 10/10/2019 Page 2 of 6 LP APPROVED ASSEMBLIES: System A.0 Deck Type: Deck Description: Slope Range,: Maximum Uplift 9 I MC 100 NS — 24 ga Wood, Non -insulated . Steel Panel 16 wide New Construction 11/32" or greater plywood or wood plank,, 2 ":12 191 or greater See Table A below rressure.a Deck Attachment,, In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" ox. In reroofing, where the deck is less than 19/32" thick (Mini'mum 5 /32") The above attachment method must be in addition to existing attachment. Underlayment.0 Fire Barrier Board: Valleys: Metal Panels and Accessories: Field Condi'ti'ons, Minimum underlayment side -lap and 6" end -laps " o.e. at all laps and two staggered rows 12" ox. in the field of the roll or any approved underlayment having a current NOA. shall be an ASTM D 226 Type II installed with a minimum 4" . Underlayment shall be fastened with corrosion resistant tin -cans and 12 gauge 1 !/4" annular ring -shank nails., spaced 6 Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # I. Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in DMC Association of Regional Manufacturers Installation Manual. Install the "DMC 100 NS — 24 ga. Steel Panel" including flashing penetrations, valleys, end laps and accessories in compliance "DMC Association of. Regional Manufacturers" current, published installation instructions and i*n compliance with the minimum requirements detailed in Roo fing A nnlicatinn Stanclarc3 R A S 113 _ Panels shall be secured along the male rib with corrosion resistant #1043 x 1" PHW fasteners of sufficient length to penetrate through the sheathing a minimum of 3/�� and Rp located at the maximum spacing li'stedi"n Table A below_ See Detail B herein., The adjacent panel shall overlap and be secured to each other when the female rib of the panel is snapped over the male rib of panel. 0 NOA No.: 19-0304.06 Expiration Date: 06/26/2023 Approval Date: 10/10/2019 Page 3 of 6 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city. and state, and the following statement: " Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 0 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Bu Rule 61 G20-3 of the Florida Administrative Code. 6. Panels may be jobsite roll formed wit Manufacturers. a i6ldi`ng Code and h machine model # SS91110110 from DMC Association of Regqp ional NOA No.: 19m0304.06 Expiration Date: 06/26/2023 Approval Date,* 10/10/2019 Page 4 of 6 1 i PROFILE DRAWINGS DETAIL A i DMC I OONS - 24GA, STEEL PANEL, 0 f 0 NOA No.. Expiration Date: Approval Date: 19mO304.06 06/26/2023 10/10/2019 Page 5 of 6 a L 0 DETAIL B DMC 10ONS PANEL #10 13 x I PHW (FIELD, PERIMETER, & CORNER CONDITION SEAM DETAIL WITHOUT BOSTIK SEAM SEALANT) 10 DMC 10ONS PANEL uvv i i vn r v-J/i k n=A n #101 13 x 111 PHW [3nc!lrlf%w . 7r% 3/16 11 BEADS} (PERIMETER, & CORNER CONDITION SEAM DETAIL WITH BOSTIK SEAM SEALANT) 0 I END OF THIS ACCEPTANCE NOA No,,* 19ew0304.06 Expiration Date: 06/26/2023 Approval Date: 10/10/2019 Page 6 of 6