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HomeMy WebLinkAboutStructural Steel Shop Drawings Reviewed S U N C O R I N C U CERTI FI Ed NATIONAL METALS FABRICATOR Sept. 02, 2020 Remnant Construction C/O Mike Buckland RE: SES Satellite Platform Suncor, Inc. No. 1952 Mike, With reference to the above project, we are sending (One) set of "Main Steel" Drawings and Documents "For Approval". The following drawings are enclosed herewith: A131, E1-E6, A13101, AL101-AL113, BM101-BM116, CL101-CL105, HB101-HB108, MS101- MS106, PL101-PL105, V13101413103 (All Rev. A) **APPROVER NOTE: General dimensional and detail confirmation requests pointed out upon approval submittal and not clarified within the approval mark-ups, fall under the "APPROVED AS NOTED" classification and work may proceed. Minor approval comments and coordination between other trades (i.e.joists and deck) are considered part of the initial detailing responsibility and should be checked & coordinated by the GC/AOR/EOR during the approval process. Under no circumstance will Suncor be held responsible for items pointed out within this submittal as described above and not addressed upon review.** Sincerely, Brad Napralla Suncor, Inc. 612 Stokely Drive,DeForest Wl 53532 1 3408 W 84th Street No. 116,Hialeah,FL 33018 www.suncor.net&www.nationalmetals.com I T (866) 649-9360 F (866) 349-5353 NO -2 105 TYA. A 10 L4X4X% I NOT -2 ESM109 EL:28'-3 8 BM7084X E� 4',D I� 107 SPLICE yy}8X35 A 919 3 E-1 T.O.EXISTING WiBX35 AL107 SPLICE ° PARAPET T.O.S.EL'.29'-7114 L4X4X% ' B � 7 O 5 EL:$8'-75y L4X4X'-� T.G.S,EL:29'-7+i4 L4X4X3k n C 1 � a +� a AL103 M1d3 S d4 B 10A OI B 04 BMi S 8M104 6 B 0A 9dA B 2 da `'fir BM X1 FL i2 To L4X4 % 9—' SEM. _ 1 W12X14 W#2X14 W12Xi W12X14 W12X14 FS W12X74 W12X14 W52X14 W92Xi4 'rr W12X14 i� W12X14 13 Ton L4X4X3h „( 4Q 4.3X3X1Fa -t1, n (J• `P 04 BMfO. 8M704 BM103 `�OiN� B 103 104 +� BM1 BMi M104 1 4 W12X11 W1 BMi \ W72XIa Wh2X14 4 W12X14 2X14 W12X14 W12X14 W12X14 W12X94. W+2x14 W52%14 .� A j cfL t 103 1D2 - 0X3x+14 TYP. L4X4X3g B 103 H 10A BM104 BM904 104 BM 0 B 04 10d E9M104 B 3 1r f� 4 W12X1A W92X14 W12X14 W72X14 W12X14 W12X14 W12X14 W12XI4 W12X14 W12X14 W i�'0 �_fl�, W12X14 � ,t to'04 ` O �' 1O LLIPANEILTUP M703 M704 � BM10a 8M104 BM1D4 B� FRM-1-041 W12X14 Wh2X14 W12X14 W12X14 W12X14 W12X14 W12X44 W12X14 W12X14 � W12X14 f2 14 9114 L4X4Y% BMi 3 BM 0 6 'Oq +04 BM144 104 10A BM 104 104 0 BM7X1 W12X1d W12X14 W92X14 W12X14 _ W12X74. W12X94 W12X14 W92XI4 W1 4 W12X14 m W12X14 m o Ci m M o a ABBRIVATION: l AL 02 On m ° 'P-(� 2 y yA[y4 L4X4X% B 03 BM 4 � M104 BM 0 �p a}r� B 104 B. 104 BM1 BM70a M10a B #X1 103 w1r"1 W12X14 W12X94 � W12X9d W12XkA S� _ W12X14 W12Xi4 W72X14 W42Xi4 W12X14 W12X14 W12X1d T,O .EL:TOP OF STEEL ELEVATION.. r LS eo �i m Rw 914 00(! \� _ APPROVER NOTE: ] EXISTING TILT-UP o O WALL PANEL. 103 O4 r BM1Q4 BM904 BM 10A BM1 a SM 04 BM10d BMI04 p B 10A BM 103 T.O.EXISTING W12X14 W12Xia W12X14 W12X14 W12X14 W12X14 W92X1a W32X1d W12X14 W12X14 W+2X14 PARAPET 1.AS PER 11iS-4.U1 PANNEL LOCATION FROM GRID'C' IS B"BUT IF WE FOLLOW PANNEL LOCATIONS AS P q EL:28'-3 PLAN S-2.01 WE ARE GETTING 5".PLEASE VERIF & T,O.EXISTHNG m e, -Fa m ` 4 K ADVISE ON EXISTING PANNEL LOCATION FROM GRID C m PARAPET03 m g.m m 8Mi0- m BM 04 Mi04 m M103 L4X4X% WE FOLLOWED AS PER PLAN. M 143 104 10d m`3 M104 BM1O4 M 9 �--� 1 rem wlzxla W12%14 W12X14 wi2x14 w12x+a w12x94 w12X14 w12x14 W12x14 w12Xia ;Wi21XI14 �� 2.PLEASE VERIFY&ADV EON BEAM EXTENSION FROM - GRID. ,rj�� Gt tlr 6NI 3.WE MAINTAINED TOP OF BEAM ELEVATION TO MATCH U BM903 BM QA C +' +� 1Q BMioa B ioa BMiDa BM9 BM 0d �a+l oA q anlo WITH TOP OF EXISTING PARAPET PLEASE VERIFY AND W12X14 W12X+4 W12X14 W12X14 W12X14 W12X14 W72X14 W12X14 W12X+4 W12X9d Wi2X44 _ ,.T „R F BEAM EL V I N. T 4 TYPSCAL SPLICE 4 M LOCATIONin enng, Inc. T.O.EXISTING 's' PARAPET BM D BMt 4 'ram SM 0d BM90 BM.Od. BM 04 E5 04 BM7d4 ® B 04 103 _ - W12X14 W12X1q W12%14 W12X14 W12X94 W12X14 W W12X14 W12X14 W52X14 +2X14 W12X14 BM 3 1 4 E3M104 B 104 BM104 90 F .a ions T tY WIX4 W12X14 W1214 14 W114 X14 W97C X NEW STRUCTURE BM104 AL10 ``'�fitt r R W12X14 L4X4 J Make Correeflom €oted It BETWEEN EXISTING T9LT-UP WALLS `7-Fr o SHOP NOTES Y m �Revise a d ResubMit +FLM.IGS ORB-ENSWRHMILLCAVEI' . M 03 BM104 4 " i'M1 B 104 BM.0 B OA t0 ' BM 104 BM104 SM104 8M704 BM 103 4iT ` &(,�f ` lulatkssf+O Frt EHTRnHTg7•s To wwet L9NPngIs, W12X14 W12X14 r W12X14 W12X14 W72X1-0 W12X14 W72X14 W12X14 W12X14 W12X14 W12X14 &RENRH ENOY4ELas HdN1Y40 nNEsOR sawca. . } 4,DEBURR ALL OPEN HOLES,CUTS,ROCKS,ETC. ,p ,� a ejected 5.NOTREOUIRED....YES NO U T' 7T +�7 { ` HOL :INIS�1 ELECTNWES:r:10 BOLTS:A49ON 67EEL U,H.O TYR °° � i.�J R ubmi# Specified items BH CLEAN: SHOPPAINT: BM103 B 1D4 BM704 M704 BM704 BM104 ` Kim 8M104 BM1d BMf6 c� BMi03 m W12X14 W42X14 W12X14 W12X14 W12X14 W12X14 W12X14 W12X14 W+2X1a W12X14 W12X14 ThP,1; d 'i;'umerim hure been naIAwed cn � for pI157,1 � MATERkALSFECS: DI T.E I 0711`t rliu With 1?'D draSign Concept d iha project aml HIDE FLANGE SHAPES ASTMA9$2j N0} J k �M 5P' X nip la Ica with tho 'srfcl�iiaeilon g;*n in the cor[ra,.1. °P�i S B n�TM i�N"' Ballol 6P. BM104 BM+04 SM 03 • A L,, TUBULAR SHAPES-ASTM-A500GR,8 UNO BM 3 BM10q BM}OA I BM+04 10q M104 BM704 BM104 m e !' r p LL,, ,ry r.;•, I } r W12X14 i12 ),r.: hp'G ac I�I11 arl✓Lwn are su. L7d to tha re,of P"" `I PIPE SHAPESASTWA53 GR.B(UNO) W12X74 W12X14 W12X14 W12X14 m wt2Xia m W72xtA W12X14 W12X14 W72X14 ' -. `,S�y w L4XA?G4'A .� c.rid ap i' ., i L, h al b SI_ y f:v�.ilv�':Y '�'Yl ilCilt Mali I US3 t;L,�.+y1P'I REVISIONS �nP 1 ► u:�. �f7t;7 ryrt®. F�'i�rlcaticn PfOCC REV'}NO DATE BY DESCRIPTION 112 ai m a G,k a s J r� 00 BM QB m m BM11Q m p 3 ME �' �°: Al UO aif 6���u!!, CZL0rGt r&llio;1 of th'> mrk Vi L° (i-. U ❑FORAPPR VAL �m 3 Wi5X35 •- _" W1OX35 , I^ `1 W38X35 1 T.O.S.EL:29'-71W .O.S.EL'�29'-71/4 _ r::'-`^" r a.. L T.0.8.EL:29'-7+k T.O.S,EL:29'-7 k (� a and th.. �A;�,.aCto y prfi:rl111r4C4;9,f th afI CL7 1 L10S ° HB104 i_ AL108 L103 AL108 C 5- s I- a:..'� .O�d trp� CiJr3t"LiGtfir and 5;.b-C+:iPitCGGtOr Tt - AL164 °-® ® L3X3X174 CL102 L4X4X% DET.F �� L4X4XS/3 I L4X4X% Wex35 WSX35 L4X4X% WBX35 Wi8X35 WBX35 gar r-� ; v i'o sta dcIcur c l a ces not rriieve thi cnef L4X4X% E5 �.. 4 IS";.i f d t _ 2 3 A 0 8 0 8'0 8' a'-0 8'-0 8'-0 8'•D V-0 A'-0 2'-3 CG t -i1�tr,,r from his fCS,C't'.nsllbi ity of bu�Cing ac ording to th . sA a current tor,`Wi Cri domnen!a and sp"ifications SUNCOR,INC �j 812 STOKELY ORME,DER7RE9T,WI83532 5 S 6,5 7 8C} 1Q 11 11.5 12L J 'SESIUNITECTELEPORTS 1 1.5 2 3 4 Reviewed Sy: Date: L ATION:101il RA nNEXARWO ST,LMd R307 H:B,RIHIANOW1AEHEME4LC ROOF FRAMING PLAN TOidER JOB No, OVoG.N®. r S-2.61 F BEAM EL.';9-9"14 N - RAWN :NVB 020 1952 NA QDMWBIY7220 DAT0710712 WRE1FOrA W12TOP Ei NOTE- E4 EL 7 IrE2-49 M5108 EL:28'-3 -� FALi07 105 AL141 1- McNi HOLSPE.RFNO-GRIP2"X13GA EXISTING 3C HD143 / L4X4X% }iD114 Hp107 107 HDi13 L4X4X% i M407201312 (B.O.I) PARAPET U-0511y PIPE1-*,SCH40 PiPEi-1 b sCH410 L4X4X�°a , PiPEW iSCH40 L4X4X% PIPET-1$SCH4fl QTY 2fl G 3 3 £4 E4 W12Xi 12X14 12K14 1 14 W1 #4 W12X14 i 14 W1 14 1 X 4 W12X14 1 is MS103 PERFORATED PANEL 12 A ifl3 M41i 20 3L PERF-O-GRIP 2"X13GA L4X4X% OTY:64 A 113 W 14 1211 W12X44 W12X1 72X1 W12x1 Wi2 41, Wi2x1 12X1 12X1 W12X14 L4X4X% HD1Od D 19 PIPE1.1hSCH40 PIPE4.1@SCH40 ae. Lax4x2B Wieder W12X14 W12X3 W12X14 W12Xid W12(1, 12 Xi W12X1 Wi2X1 12x1 W12X1 W12X14 Engineering, jhop Drawing Revise W 14 A 12(1 NA 1 14 1 1 W1 1, 1A 12<1 W12 i W12X14 J12 14 12 1 N 12 14 EXISTING TILT-UP !1 WALL PANEL 0. o Exceptions 3dai„f�$n q � AL702 9111 1.4},�gJ`4(°yyp ;.,d ;•�� G3 3df�j �] f� L4X4X% 7k'9'1eL..�'a '. o r actioi 1z '��ys<,,I%"a d W1 4 W42 14 1 i4 u2X14 W12X14 1 14 W7 14 W i4 2 1b 12X14 W12X14 A 102yJBC � No ° yf7w L4X4X4'S Revise g P PE1-1hSCH40 DJ Re acted =a W72X14 VV12X14 W92X1 W12X14 Wi2Xi "X1 W12X1 W12X11 W12XII W42X1 W1 14 PERFORATED PANEL L- 6u`b�i ,4A Specified E��:d items � McNICHOLS PERF-O-GRIP 2'X13GA 9V PA407201312 (EI.0.1) p y ��,,��� J d 4 QTY:120 !Fi':`3fa [3�'iv'w-psWs have tvm4,1 �+`�'°c;imWi d 0,11y f( ql '.{. EL 28'-3 EXISTING TILT-UP 7.C,EXISTING WALL PANEL 3 X 4 W12X14 t X14 WT. 1 W12X14 1 14 W12X14 12X14 4N12X1A 1 1 X14 I 12X1k. PARAPET tj t¢.iii v{]R7�"7.1'F1, 0";th the .n xiC i?q}6w' 3Even .!': (�.a ,.; 11 wt 4 EL;28'-3 Ms1Q2 Ur cure nls.Any srnio!"a shaem are sub;m to tiv-1`t;i�uitctT'il m T.O.EXISTING PERFORATED PANEL 12 a �,, r+ t1,n {rr�u t, L, r- PARAPET WWCHOLS PERF°O-GRIP 2"XI30A o tha P'f`a-is artd $1+„�I""�,I�r�ii� V4�', h shvl be 4;-Arri sd M4122013(B.O,p "# to �y b ,� m AL102 N N i� u7 CITY:384 Ckrtka frltarpaar�t.,. cJt �f'9 ��! 1Q. F `a+.t�sl'i�iL�i rl �I.rocS$1:j., L4X4X% X K ' 12X14 tit.vh lquars of construr':1'v'1 ^ter'Di'di'l-1(D Of'Nis 9+x;O with tiT It • W7 14 1 X14 ao W12X14 W12X14 Wi 14 w W12X14 Wi2Xi4 12X14 m W72X14 W42X14 _ — — 3 3 C•r ii"fi?0b f tfi3co?riff ti f7 9�11t�a tO6�per►orrli �lcs of it'19 Vftlrli Is tl;a re"ponsi f!, 0f mr.radar am sub-cartrnt€+r. Thp 7 (genersl revirm Gi:t.r338 docuC1s is d ag r..FM faf ia^ve the gt'dleral EL:zs'-3 0 tr)fltr80cti 7 frc;m iris rc$spc�'LSii;fit_i� of bui(llti �GC(:rf�i, t0 tI'te T°AR�ET NG 1 12X14 r 12X14 r W7 14 W12X14 W52X1a 1 _.4 12X14 12x44 12Xi4 1 14 T 14 o a GLi,f$rlt C1�'tS;ITf,;tiGt'i dGCiirflti'•r!t8 arl:�specifications. W12X14 i 14 i 14 1 21.d IV 4 I 14 1 14 W'i 4 1. 1 4 12X14 YV1 K14 I TYP. Wi 1A Wi X14 12X'i.A 1 14 � W1 74 i- 14 1 14 12X14 12X14 W1 #4 W12X14 TY� AL102 ES E6 L4X4X% L }2 L4X4X�'S q 0 SHOP NOTES: n y * ISASRICATE BEAMS WITH MILL CAMBER UP. Y 1.ALL BLKS.ANDRE-ENT NJT0X8 TO HAVE 1'WW1 ROM W12X14 'A1 14 1 1 12X74 W1 94 1 14 1 14 Wi2X14 i 14 W12x1 1 14 N _ a.Re�uxu ervo wads Mn+.matnaes e�zEOR I¢urcrr., 4.DEBURR ALL OPEN HOLES,CUTS,B KS,ETC. I I I I I z a SNOTREQUIRED....YES NO fVl 0. IL HOLES: 131180 ELECTRODES,E70 DOLTS:A49ON STEEL: U.N.O JMSiD4 SHOP CLEAN: SHOP PAINT: W12X14 W12X1 Wi2X1 1'i1XJ W12X14 W12XI I W12X1 I YJi2X1 W12Xi4 W12X7 W12X1 PERFORATED PANEL McNICWOLS PERF-O-GRIP 2"X13GA x M407201312(6.0.1) QTY:20 MATERIAL SPECS: AL101 '^ WIDE RANGE SHAPES ASTM A-M('JNO) L4X4X °w- M5101 CHANNELS AND ANGLESMTM43S(LINO) 2 WI-14 W12XT W12X7 W12XI[ j2.X1 121 WX 14 W12X14 W 2 14 52%14 1 14 _°- PLATES SARS-AS (UNO) PERFORATED PANEL 12 TUSULAR SHAPES-ASTM-ATMA5200R.8(UNO) [7 MtNICHOLS PERF-O-GRIP 2"X13GA PIPE SHAPES-ASTMAS3 GR.B(UNO) M4122013 (8.0.1) m o'E1 El QTY:64 REWONS o K X �_ m a REv,NO DATE 8Y DESCRIPTION A IY i 3 _ A IS51JED FOR APPROVAL A 04 AL766 PIPE1-if26CH40 ALi S HD71O 06 HD108 AL 40 a L4X4X�IS PIPET-1hSCH4D L4X4X PIPET-1hSCH40 L4X4X% HD709 W4X�'B L4X4X% PIPE1-1$SCH40 IP l- 2'-3 4'-0 6'"0 8`-0 S'-0 8'-C 4'•0 4'-0 8'-0 D'-D 8'°0 S'°0 4'-0 4' r�� PIPE1-1hSCH40 84'°D su'ucoaz,INC 612 STOKELY DRIVE,DEFOREST,W 63632 1 1,5 2 3 4 5 6 6°5 7 8 9 10 11 1 JOB: SESNNITEOTELEPORTS LOCATION:1[W RANGE UNE R01D,PMST.LWE F.Wi ARCH;9RFM1 A Wh1GlDCNR01It6E GC E4 CUSTOMER:- JOB No. Ea ROOF FRAMING PLAN oWG No. (REF:S-2.01) DRAWN 6Y'NV9 CHECKED BY:MVC 1952 E2 pATE07f0712020 pATE:07f071202C 12 11,5 9 6.5 (T) 1,5 T 2'.3 20'-C 20"-O 2V-0 _ 20'-0 2'-3 T-111yIB _ 19'-27116 1._ 20'-0 _ 10'5114 17'•9% p 71�' o4'4 404'-104=19-6% L 4'-4314 4�3'-9�'1g=15'-24'1s 5'-0 L 40T-744=14-61BYie 4*4'-10314=1ST-67/a 7+31 " < I CLOF SPLICE DET.G OF SPLICE I OF SPLICE CLOP SPLICE H01 H 10@ DET..H TYP. �- HD110 �- H 06 HC 195 PIFE1.112$CH49 2-5316 2'-5'dg PIPET-+lzSGH49t- ESP' E4 2'-OTfS 2'•314'16 P€PEV+2SCH40 ! 2 0 2.6 PI GALV1.+hSCH40 2'•631g 2''S'-18 PtPE1-ihSCH40 CALV. _ GALV. GALV. 1 PIPEISCH40 " TYP. _ m - `ggqy!!! A1-104 L4X4Xa8 I RE k I I l ! � , I tl I , ! • ,yam _ - 1 0 AL106 !'P -. t,,r -�1iw r�`' I B 95 A.106 S 5 E P N I 11 AL?t0 [ I L4X4X% +_ °o a ',w"!WI$ ! '• n L4X4X3I5 I I PE}3FORATEO PANEL 12 I i I h I WIBX35 L4X4X'a I /. I W?@X35 L$• A _ WiBX35 -- -J EST.B $ QET.B 4 �+ /' p�T A S op Ora 1�3�nng ��y��� �'3 � / ES {91418 �.� �, 91416 � Naga Corrections Noted Revise and Resubmit El Rojected / f W.P W,P _ PL%'X5X0'-5 I{ Subs it`, Sped c-A hc'+oss •," I PL1 S flr, I DET.0 DET,C -- POWX5XV-5/' I -- -—�/ - \ I Ill Then �tr�omens hFive Wn roik-ind only €ar g I 'ra! / M das;gri wkept of 1:::1 prr'k ci +<' I � \ I � �r'rlaE...' c.-ri,f;R.�rrrt'�;4�tt•L tha irtfonl�ti;;(�i�,lun in the call�ratl � �' � U(3C(,fR xs A.'zy wjL(l! sF's td fir;"rL4jFUi iA the w 'Ri N yliyIlI / ll} �{ of file ";wi1 €r.A j9 5;I.r! .I ���I i 13ilklll 9 ¢I� � I"L� r l.�"MW '3Ep Ti' cph: N and y / AN Of all �6 r�y"I�R.rrr�+'i 'I41 9 +s B+ate _ e+4 s g1 16 �I la tll resp�I vp tP !r �q rrlr t:W del(}&wt ca -- r.r - W 4gcmt-'r?I review col,ihL,t'`oI fit r!--C-''is dc- not' cwtractor from - - - - - - - his L'� l iC:t uil wrent con3 diction ttoCUmerit (1dt upa"ClfvwL�ii;l r ,•. ; DET.D DET.D dET.D DET.$ --� _;t p ��-yy ♦� d DPP. I-- # ----I evievr°Le-d By:. i,J�ii3: E5 OPP. -- E5 SECTION 1-1 - E5 REF:818.4.01&91S-4A1)) (A s 3'kO.0 EACH WAY�Lt 7114 w/(5X'g("OX NOTE-3 �! AN PLi04 PLATE 1 A490S BOLTSS 2�4 W18x35 PLih'x8X0'-8 PL31S'X5%0'•@ 111 3 112 s / ��� fi,f Al CAP PLATE 7+jiB BEAM �� IN BEAM k1 SLOT BEhM X SEB E EUATION o e�'G 40 r 4� I a 4w� J Hi H`� w! 0X0'•2+14 a 1'/4 1314 W78X35�." `, ! a W18X35 `� �\ /,/ L4X4X14 A ' . A4 5 BOLT$ 331t6 34'te m }q -4 EIEANA m c I T �„ F 1 HOP NOTES: 5- x1' OTS m IN BEAM 2th 2+h SEE PLA a� m W1BX35 ro r, """` !j9 t pL106 _ 1 I.FAURICATE BEAMSWTTH MILL CAMBER UP, U! O 2112 2 BEAM O I \ 1 �, w!{1 Ij 31q 0 x 0'-2 h Wi8X35 !- PLi04 1P118X35 w F < �t PL'S"%5%0"-5 A4 M-101EI$OLTS 2ALMXS.AMRE-WRANTCUT$TO HAVE VWNRMS. s s,��l+ ATANGLEEINTERSECTION IRETURN END VaosNul.TftTMEssl�EMnJN'l.. n — CAP PLATE N � � � 4.0ESURR ALL OPEN HOLES,CUSS,BLOCNS,ETD. y LBX3X%(E1S) WOO--VI4 toX0'-2 f�® bV �l SNOT REQUIRED....YES NO I0 351L1E$ wl(5)-514"¢X0'-2114 A490SC BOLTS CAP PLATE m A490SC BOLTS N SHOP SOLFS HOLES!131160 ELECTRODES,E70 BOLTS:A49ON STEEL:U.N.O n ah TO COLUMN 5- 'k1 SLOTS i / IhJOTE- BEAM �- �, AFTER ERECTION O ® " IN BEAM yip NOTE-1 SHOP CLEAN: SHOP PAINT. W _ A / - W@X35 L5x3x%(M)-' b w1(81- IOXO'-2 _+, w1(4)-314"mx D'-2+lq A490$C BOLTS MATERIAL SPECS: �`'� ` A480SCBOLT5 SHOP BOLTS SEES ATION N4DEFL4NGESHAPES-ASTMA-948(UNO} PLATE m V 1 BEAM L4X4X114 CHANNELS ANDANGLES-ASTMA36(UND) PL%'X@XY4 ': I W.P wl(5?•%"TAXD"-2 14 N 4.. 'k1"-SLOTS N AMOL BOLTS a IN BEAM W18X35 PLATESR BARSES STMA M O) KNIFE PLATE DETAIL C TUBULARBHAPES-A3TM-A500 GR.6(UNOJ PLW'Xit V16XV-0�4. ', R46EAM wl(10)-3r4gxD'-2+14 _ SECTION A2-A2 TYPICAL DETAIL @ COLUMN BRACING INTERSECTION PIPE SHAPES-ASTN-A53 OR 6(UNO) wl(3)-�itpXO'-i q - ` �a A4901 MOLTS LR�S L5X3X3Ig(BiS) TYPICAL BEAM TO COLUMN CONNECTION (R£FNS-4.01) RfVIS16NS SHOP BOLT ,p, t wl(4)-k"OXO'-211q AqN SHOP W MOLTS OLTw^�,� w '-w1(10}•�'4 C XO'-2 114 rT X14 Sc BOLTS REV�NO DATE BY DESCRIPTION `'�\ SHOP BOLTLTS Vt $LOTS A ISSUED R APPROVAL rs 451m 'S N IN BEAM , PLATE L APPROVER NOTE: 11416 112 PL'i'8"X6X0'•@ A4{809CBOLT$.2 L n�IB'.q'C - -. / y SHOPEIOLTS 1.PLEASE VERIFY AND ADVISE ON BOLT GRADE. �11?qb8p To �fALjTjA TV eA t / A PLATE +� + wJ(4)-3y0x0'•1 N4 2,PLEASE VERIFY AND ADVISE ON ARRANGEMENT. �(GCZPT� PLC"X6 XO'-6 A4895C BOLTS / 3 FIELOBOLr 3.FOR COLUMN TO BEAM CONNECTION AS PER 101S-4,01 THERE ARE 4 NO.OF BOLTS, SUNCOR,INC u� BUT PER ANGLE VNGTH WE CAN 5 NO.OF BOLTS.PLEASE VERIFY AND ADVISE ON EOTELEPORTOKELY TME DEwREST,wls�saz Al NO.OF BOLTS. 3 t,,�G-t"C''+� A.4�.�' I . �� LOCATION: ION:10NITEOTELEPCRTS iOCATI0N:101b1 RANGELINERQ40,PORTST.LVCIE,FL3HB7 SECTION Al-A1 ARCH:BIge1AIW001AD4 MgaC 4,FOR ERECTION PURPOSE OF BEAM WE ARE PROVIDING CAP PLATE AS LOOSE.PLEASE DETAIL N E-2 VERIFY AND ADVISE, CUSTOMER,, JOS NO. DWG.No. DRAVM BY NVB CHECKED BY:MVC DATE:0719712020 DATE:0710712020 i952 E3 CENTER OF GRAVITY 12 W£8X35 B2 w COLUMN YI W'B'"X37;♦3- BEAM �� '^ •y i+7� SEE PLAN Y( 3 4 3 4 2 g 9 W18X35 W78X35 � � � ,' 5 A 3')•G i3X 0'-1 4'4 ,o 7VP. BR,4CE AT TDP O414X aF 2 2 j tA�4 0 C BDLFS wC'F 11a BOTTOM FLANG N 3 o PLATE 13lq 1314 - ,i 3 SIDES B"I B T — PL6lfi"x x V-4 N. TYP, A49tiS-OLTS, k �t 3a `�PLATE 9 fi"eF�g;+ tiL' N'^ ;.!r �v .;.:^� �°L�'e"X10 f18 X i'-5 7I36 tEl W.P E� PLATE r PL%X10 711ti X C'-11 T,8 1 R,@Y' SEE PLAN PLq%E X 1'-4 `° �+ II N T BEAM K _' P E ry R,��e, f P+ 'y IS k3 e '`W,' ` N T L3X3XV4 W.P i WIBX35 PL'�0'-B. o xcept1 � ti �� . I 4�.)MG[T OIAGDNAL BRACE % PLlV%l�heXO'-11718 W8X35N PI%`A8X£'-A m '' ��p,�., �,C,y gf+cpy t s�f 1,'ag. SECTION E1-E1 W!(8)-3f40xD'-2114 All k1l 4+iJ ll 1 5. 1.5 �xt i,d°r."L+ I a. w113}-3140XO'-1314 Ad96SCBOLTS _ / `I^ Ad DSO BOLTS s' 11h 11 ((4 31q XO , 5�y�{ GONG_PIER PLATE - i2 9 FIELD BOLTS SECTIONB'I-B1 A4 SCC LTaS vis'e�' 'ay,nd a % p'ry.'��� . PL3l9"X6XO'-6 'Y 3 ` 3"D. .0 CH WAI •.I 6ea CENTER OF GRAVITY 34ig B2 �! �-'� jeda g�;; �, e DETAIL E '?�'P�'I 7a�Lei �'`�'�i 1�y{^�y } "y F4Tgq/'�• ��" El 9fi6 107I13 s. a-. • Submit Sp i ksd it Orns 6y(W - - a SEE PLAN 5A *,22V42214 hhesc d7aAr?e II. Lf� it 'gWIBX35 ~BEAM +y SECTION B2 B2 v r W18X35 BEAM WBX35 `• ni,� �n h fIA1;r+• n,• - ^� S S�ie 3A'iB / W12X14 f. , ( a vrtra 4 rry SECTION�t�rD y SEEP uw Wsz® H 64d _ �ivi10) ;4-"C3X0 21�q� '�If III Tl'P- �;.r,H :'•1 W12X14 " M SECTION B-B 3�16 3�"H / cHOPBO OTS ;.a�!�� BEAM BEAM PL17'XSXO'-S .;;: W18x35 BEAM CAPPLATF BEAM M " W13%35 •i W79XB CENTER OF GRAVITY TYP CENTER OF GRAVITY I LSxSx4a(Bls) 112 ` W� — — — • vv — ° JI - w!(3•3f4"AX CLR. CLR. L6X6x31g(BI9} BEAM L5X5X%(BLS) F. .•. )) WI(3))-3/4"OX0'-2 �, / h I — — — — — — n .. — _ A490N BOLTS A490N BOLTS L5X5X'-!g{B19) W 12X14 w!(31.31q"p%0'•2 1I4 li.v` w1(01 3)4"OXO'-2114 A499 BOLTS A490 BOLTS 12 // e� — - 5A 3- 1' SLOT SE f 52 "xf' SLOTS IN BEAM © IN BEAM S E isx35W18X35 E310E SECTION 5 5 3 SPOES II I:* L3X3X1fq '�`�' 3 SIDES TYPICAL W-12 TO W-18 CONNECT#ON SECTION 5A-5A 7 i/q H 105 L6X3X�'3(B!S) E VI � '" x ;•. {TVP. (REF:413�d.01&41A-3.02) I 0X3X1GI w1(5)•3!4'=O'-21]4 SEEP L5X3X3f61BIS} E 26acBOLTS WBX35 '-'E)=3i`4"0XO'-2�,'4 - - B- 'ki' stoTs 11 AUW BOLTS ti APPROVER NOTE: F 1E W.P1 g o F IN BEAM IN BEAM x1' SOTS l 4. &/ lL 1.WE MAINTAINED TOP OF BEAM ELEVATION TO MATCH WITH WBX35 tl`Q Ef+Q9 TOP OF EXISTING PARAPET PLEAS VE IFY AND CONFIR COLUMN - ,�0 SECTION F1-F1 N TE-5 N T TOP OF BEAM ELEVATION. TrI'L.:tib b 4 F'F?*4CSTAA. r0 DETAIL F BEAM WlBX35 (REFaO S-4.01} 3�'16 2.PLEASE VERIFY AND ADVISE ON BOLTING GUAGE. ReCECAGLI6 E1 SE P N TYP. WG;4Q 614A4 L4YAX% 3116 S EP �1�TCfW 3.PLEASE VERIFY AND ADVISE ON CONNECTION. v£P+.D oz SPLICEPLATE s®PLATE i2Xf4 4,PLEASE VERIFY AND ADVISE W FOLLOWED WORK POINT TO PL3l16"X5X1'-3 PL�'18"XSX 1'-3 SEE LA oa " ANGLE CENTER OF GRAVITY. PLce�AbLQ AS bor TA11,0> B W18X35 m 4'-T'E T'-4513 15 5. FOR COLUMN TO BEAM CONNECTION AS PER 101S-4.01 THERE e 15 M ARE 4 NO. OF BOLTS, BUT PER ANGLE LENGTH WE CAN 5 NO.OF NOTE- BOLTS.PLEASE VERIFY AND ADVISE ON NO.OF BOLTS. OAS V RETURN TOP&BOTT. 6A £03 I 6B GRIND SMOOTH SHOP NOTES: TYP. 6 ONTOP FLANGE y PLATE 1J2 L5X5X2&(8,S) CPABRICATE BEAMS WITH MILL CAMBER UP. V m PL112"XTXi'-4 CLR. w,'(3)•3I4"SX 0'-2 L 02 a tp m A490 BOLTS ,,,,BucE:ANOIiEENTRANr wrs to fuvEr MN IiAOIUs SPLICE PLATE SEE PLAN -W72X14 `.� O SECTION6A-6A 3gMRNEND'A'cL03MllWOTINEsMEORlpINCR. W12X14-, PL3f1G"XSXT•3(B15) WlSX35 / w r (F(EF,215.4.01) 4,DEBURRALLOPINHOLES,CUTS,BLOCK%ETC, SNOTRECUIRED YES NO N f 9 S EP 6B BA �7 SECTION 7-f HOLES:131180 ELECTRODES:E7e�LTS:A490N ISTEELU.N.0 ® © ® noo TE-1 s Wi8X35 f0 R ``REF:71B-4,01) SHOPCLElW: SHOP PAINT: O21h zVa m B P N MATERM SPECS: to WIBX35 51h WIVE FLANGE SHAPE64STMA•S92(URO) - � 2314 2314 CHANNELS ANOANDLEs.AST1,h•A36(tiNDy BEAM PLATES&BARS-AS7M�AM(1)N0) SEE;FLAN 9 W12X74 WIBX35 i m SEE PLAN EACH ENtl ZZ TUBULAR SHA&ES•AETM•ASOO GR.B(UHO) W18X35 S 5 6R Y a WIBX35 PIPE SHAPES-ASTM�A53 OR.8(UNO) W12X14 © - _- a F2 '� REVISIONS PLATE » �+ REV.NO CATE BY DESCRIPTION P z"X7X1-4 _- NR ALL To O Al L5X5XNSIBIS) 5 � rA9) 1� ISSUED F RAPPROVAL OTHER B 0NBOLTS m ARECOMPLETE sits 8 PL101 jr SPLICE U BRACKET s�v 3 3 '+ TYP. B 914 PLld'X1OX3'-4114 16 B Ar Y51+I {5X1'-0 q f- 6B THRU BOLTS ry PL£01 PL101 9+f4 SUNCOR,INC -E2(ISTING TILT-UP v, U BRACKET U BRACKET SEE PLAN WALL PANEL PL1h"X10 x3'-41/4 P7-1#''Xi0x3'-411q L5X5XA'S L6X5X36 fi123TOKELYDRIVE,OEFOAEST,WI57532 rt wl(4]-Sfq m X 1'-0 wa(d)) 3!4 p X i'-4 EXFSTma TILT-UP w!(a}}-1n'q"0x C'-2 W 18X35 w!(4))-3&"0X 0'-2 SECTION 6-6 A325N A325N WALL RANEL A4901�BOLTS A494N BOLTS JCR SESIUNITED TELEPOWS r:FAfS�4.0185lA•3.02) 2 6 2 THRU BOLTS THRU BELTS 16S 4" ' 1'.SLATS 4- k1' SLOTS LOCATION:10161 RANGEJNEROAD,PDRTST.LUCiERMT EE IN BEAM IN BEAM ARCH:MBITAHG99WffM L0 1D SECTION 8-8 `— SECTI N8A-BA CUSTOMER:- JOB No. CVYO,Na. SECTION 68-6B (REF:1 VS-4.01&61A-3.02) TYPICAL W-18 TO W-18 BEAM CONNECTION CRAYUN BY:NVB CHECKED BY:MVC 1952 E5 (REF'3IS-4.01) E1 DATE:0710712020 CATE:07107.,125 - - Aer Engineering, Inc. 1 T (� Q 6 7 T � ',0J 11 12 CP 8'-0 B'-0 B'-0 3'•D 8'•O - --. .8'-0 -n 8'-0.- ; p 6'-3 L JEF HD102 .SEEP N P N S E �e ED PANEL 12 PIPEI-ik5GH49 5 E 5 E PLAN SEE PLAN EN HOWL'EP.R �• F(5Ti4 kQ�PfsNEL 7 S PERF-O-GRIP 2"X13GA PERFORATEQ PANEL 7 pERFORATED PANEL 7 PERFORATED PANEL 7 I� g� 1R (13.0.0 MCN'CHOL5 PERF-0.GRIP 2"Xi3GA PERFORATED PANEL 7 PERFORATED PANEL 7 PLAN M4 01 12 (B.O. CNICHOLS PERF-O-GRIP 2"XISGA Dy.6 M40720,312 (B4O,I) MCNICHOLS PERF-O•GRIP 2"X13GA McNICHOLS PERF-O-GRIP 2"Xi3GA McNICHOL5 PERF-9-GRIP 2"Xi3GA McNICHOL5 PERF-O-OR4P 2"Xf 3OA PERFORATED PANEL 7 �w 072D 312 (B4O.1) �I BM1Di M407201312 (8.0.1) M407201312 (8.0,1) M407201312 {S.D.I) M407201312 (B.O.1) MCNICHOLS PERF-O-GRIP 2"Xi3GA a' RiPEf-1l25CH40 VV18X35 I I M407201312 (B.O.I) - ake �:Clr c4.t� . SEE PLAN AL102 BM 01 O M197 BM101 r [� O :580 6JIY I It WNICHOLPERFORASPERF- GRIP2"X13GA f M191 BM1D7 � a W1BX36 W18X35 ' BM101 a' '= L4X4X% 5 6 W 18X35 W 1 BX35 W18X35 * �' 1 3 M467201312 (B.O. will 10 Wf8X36 3 3 BM143 BM10k 5 5 BM1D4 5 5 BM704 5 8 BM104 5 5 1 4 5 5 8 iOA 5 5 ® 5 5 5 BM103 AL702 W12X14 W12X14 W12X14 W12X14 W12X14 W12Xik r W12X14 W12X14 6 W12X14 W12X14 L4X4X% �xM t DOCi i L ms SE PLAN SE PLAN SEE pLRA S PLAN EE PLAN 5 PLAN SEEP 1.N ?,^,i.),'' '' SEE PLAN crwn rev% ed Q n rz I S PLAN PERFORATED PANEL R PERFORATED PANEL R PERFORATED PANEL R PERFORATED PANEL 12 ",4 PERFORATED PANEL 7 McNICHOLS PERF-O•GRIP 2"X13Gq MCNICHOLS PERF-O-GRIP 2"X13Gq McNICHOLS PERF-O-GRFP 2"Xi3GA McNICHOLB PERF-0.GRIP 2"X130A PERFORATED PANEL 12 PERFORATED PANEL 12 PERFORATED PANEL 12 t .. PERFORATE'OP,AN. t� �y� y,,, McNICHOLS PERF-O-GRIP 2"X13GA MCNICHOLS PERF-O-GRIP 2"X13GA MCNICHOLSPERF.O-GRIP 2'X33GA MCNICHOLS'PERF�' "1(,3d t L^vP "ED`1�ANEL. 2 McNICHOLS PERF-O-GRIP 2"X13GA M4122073(B.0,1) M4122013(B.O.p M4122013 (B4O.1) M4122013(B.Q,{) M4122013(B.O.I ,�A II� Q4�$.E£ 0- RIP 2"X13GA M407201312 (B.0.1 5 P QTY:6 CITY:6 QTY:6 07Y:6 ) CITY:8 (B.O.Iy M4122D13(9.0.1) .CITY2D13.te0i) r+"djalion,)venI 122013c+(B1y ) QTY:6 OTY:B QTY:6 CITY 6 g PERFORATED PANEL 12 n MCNICHOLS PERF-O•GRIP 2"X13GA SEE PLAN w F, �.:�'1U zI v - l� '��`"I,t�tr$% {' )r $n�S M4122013 (8,0.I) PERFORATED PANEL 7 10 r^ "% - 1 ? IYaii 1•L� confirmad QTY:5 , I-1 ... c McNICHOLS PERF.O-GRIP 2"XI3GA - M407201312 (B4O.q `(- A'! E6 � ,OTE-3 , a SECTION i A a .� (REF:VS4.01) ".F the STS INDUSTRIAL G-CLIP r - - - -'•- MODELOT•RRGG•1E d 5INDUSTRIA G-CLIP ' ' •'•"i""' - ' ' - ONE EA.ENO 4F PLANK Y MObEL GT-R RGG-f E a TYPICAL s 7� ONE 4 HA.END OF PLANK S PLAN m a n TYPICAL D �-; MCNICHOLSPERF-O•GRIP2"Xi3GA \ PERF-O-GRIP 10A ry a Q -0.GRIP �j� _ -s a' �J— �'�� PPROVER NOTE 1.AS PER 31A-3.02 RAIL PROFILE IS SHOWN AS 1 112 SQUARE TUBE. ` BUT WE ARE FOLLOWING RAIL PROFILE AS PER SUNCOR STANDARD. 5E PWN 5-0 I. SEEP McNICHOLSPERF-t}GRIP2"xiaGA A�}�"� 4� i"' PLEASE VERIFY&CONFIRM ON RAIL PROFILE. W12X14 W12X14a .PLEASE VERIFY&ADVISE ON BOLT DIA&GRADE.THERE IS NO 10A SF P INFORMATION OF BOLT IN DESIGN DRAWING. tq� W 12X1 A SECTION 10-10 SECTION 10A-10A 3.PLEASE VERIFY CONFIRM ON BOUGHT ITEM NUMBER(B4O.I)-�_ (ftIwF:BlS4.01} HD114 4.WE ARE FOLLOWING TOP OF RAIL AS T-6"AS PER y'F E�' PIPET-1zSCH49 DESIGN DRAWING.PLEASE VERIFY&ADVISE SHALL WE NEED TO ���► .1� PROVODE TOP OF RAIL AS T-7"AS PER SUNCOR STANDARD. H1 ISEE PLM PIPEVi2SCH40 NOTE- 'G' 5,PLEASE VERIFY&ADVISE ON CONNECTION, S Isr S�GI 7� 's HAND RAIL LV. Q,� 6•ALONG GRID A&C DECK SUPPORTING ANGLE IS NOT RESTING ON BEAM PLEASE VERIFY&ADVISE ON DECK E CONNECTION. II� PIPEI-IkSCH40 SHOP NOTES: P1PE1.1125CH4d INTERMEDIATE ftAlt I �-F-�Pa I I z,nLL UK-1I,FABRfspND REENATE M,RWTar9 roS WITH MILL�®WN RADIUS. IIdTERMEdIATE RAIL LN GAI.U. S.Rc-NRN ENO WEL09 MIN.ThO11ME6 S2ECR 1r?NCN, 4.0EOURN ALL OPEN HOLES,CUTS,BLOCKS,ETC. nay Hi 11J I ��l_ ` �r�.I3 II SE N 9.NOT REQUIRED....YES NO a s� (j* •L\' PIPEI-VISCH80 HOLES;13f166 ELECTRODES,E70 BOLTS:A49GN STEEL UN.0 V OTE-4 /� N -1 NOTE�6 GALV. SHOPOLEAN': SHOP PAJOT, S� N -5 SEE PLAN SEE PLAN cN P N SEE PLA PIPEI-1f25CH60 ' 1 McN1CHOLSPERF-O-GRJP2'7(13GA '� MATERIAL SPECS: 5E P POST M1 L4X4X% PIPET-F2SCH80 CONT. F 2yc2-� 16 >x6ow CONT. POST CONT. {4�� WIDE FLANGE SHAPES-ASTM A382(llN0) nALV. CHANNELS AND ANGLES-ASTM-AX(UND) d 1 PLATES&BARS-ASTAI"(DNO) TUBULAR SHAPES-ASTM-MODGR.B UNO O CONT. LU F TYp. PIPE SHAPES-ASTM-A53GR.B IUNOy N `� (] >4 2„�12 r � ( I F 5 EPLAN WSSX35 m REVISIONS M s REV.NO DATE BY DESCRIPTION Te(xi X}}h(LLH) \� I 1J D FOR APPROVAL 14 1 f Wr25N BOLLTSD-2 �� i0 I ANGLE I I (� �rz(LL") 1 W6(gX'2(LXo'•2 �( 37jB 2?IS p'3 A325 BOLTS ANGLE - y %h 4444 8 PLAN PLATE WX4XWh 9 W18X35 PL1i4"X1 AaX0'.1 718 A325 BOLTS 11h -37116 SEE PLAN �, •t �j JL�{"� � 61287OKELLYY1 ORNE,CEFOREST,IT,,IM BM2 '[S�l 4T✓P* JQB:SESNNITEDTELEPORTS W 1 BX35 P LOCATION,10141 RANGE ONE RW PQRTST.UJpE FLMT H1 SECTION 11-11 �� ��� ����'� AJ1OH:aLE411<wcao4LCIBLdm4Eu� E6 SECTION H1-H1 (REF:IVS4.01) CUSTOMER.- JOB No. DETAIL H (RER31S3.02)(31A-3,02) DRAWN BY;NVB CHECKED BY:MVC 1952 E6 E4 DATE:0710712020 DATE:0710712020 TYP.RAIL TO BEAM CONNECTION BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL101 1 L4X4X3/8 201-0I AL101 NB 1 SHOP BOLT FIELD BOLT M \00 Ln M 33/16 A - A L4X4X3/8 x 20'-0 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL RE-ENTRANT CUTS HAVE 1'MIN RADIUS. 3.RETURN URN END END WELDS MIN.TWO TIMES 512E OR 1/21NCH.. FA , 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O d- SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: 3'3 WIDE FLANGE SHAPES-ASTM A-992(UNO) (1 g CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL101 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL101 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 6 ANGLE AL102 6 L4X4X3/8 201-0I AU02 NB 1 SHOP BOLT FIELD BOLT SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. L4X4X 3/g x 20'-0 2.ALL BLK END WELDS MIN.RE-ENTRANT TWO ES SIZE R IN 1/2I CH., 3.RETURN END WELDS MIN.TW 0 TIMES SIZE OR 1/21NCH.. 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 6 ANGLE - AL102 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- I JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL102 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL103 1 L4X4X3/8 T-1019' AU03 NB 1 SHOP BOLT FIELD BOLT M \00 33/16 �' A - A L4X4X3/8 x 7'-101/4 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL RE-ENTRANT CUTS HAVE 1'MIN RADIUS. 3.RETURN URN END END WELDS MIN.TWO TIMES 512E OR 1/21NCH.. FA 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 33/16 MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE AL103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL103 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL104 1 L4X4X3/8 6-0' AUN NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 5'-0 T-4 1/2 1'-7 1/2 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS, SAETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. —N 5.NOT REQUIRED....YES NO O r (�J HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) p CHANNELS AND ANGLES-ASTM-A36(UNO) 1 - 1 Qf PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL104 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL104 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL105 1 L4X4X3/8 6-0' ALIN NB 1 SHOP BOLT FIELD BOLT (� SHOP NOTES: L4X4X3/8 x 6-01.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S1ZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. V-7 1/2 T-4 1/2 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANG ES ASTM-A36(UNO) �N PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) N PIPE SHAPES-ASTM-A53 GR.B(UNO) N0 REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 - ANGLE - AL105 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL105 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 2 ANGLE AL106 2 L4X4X3/8 201-0I AL1D6 ND 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 5-6 8'-0 6'-6 2ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. N 5.NOT REQUIRED....YES NO O r HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O N SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 2 ANGLE - AL106 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL106 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 2 ANGLE AL107 2 L4X4X318 201-0I AL197 NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 6'-6 8'-0 6-6 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O N HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: CV SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) Xl REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 2 ANGLE - AL107 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL107 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL108 1 L4X4X3/8 201-0I AL108 NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 SHOP NOTES: 1'-6 81-0 81_O 2�-6 2ALLBRICATE BEAMS WITH MILL CUTS HAVE 1-M UP. 11 V 2.ALl URN END RE-ENTRANT CUTS E HAVE 1'MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES 512E OR 1/21NCH.. N 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O N SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL108 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL108 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL108 1 L4X4X3/8 201-0I AU09 NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 SHOP NOTES: 2'-6 8'-0 8'-0 1'-6 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.MO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O (V HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) �� CHANNELS AND ANGLES-ASTM-A36(UNO) 3 - 1 Q� :. PLATES 8,BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL109 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG,No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL109 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL110 1 L4X4X3/8 201-0I A-110 NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 SHOP NOTES: 1'-6 8'-0 7'-1 1/2 3'-4 1/2 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S1ZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O \N HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O r (V SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) �� 3- 1 0 PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL110 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL110 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL111 1 L4X4X3/8 201-0I AL111 NB 1 SHOP BOLT FIELD BOLT L4X4X3/8 x 20'-0 3'-4 1/2 7'-1 �/2 $'-0 1'-6 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. N 5.NOT REQUIRED....YES NO O r HOLES:13/16 H ELECTRODES:E70XX BOLTS:A490N STEEL:U.N.O N SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - AL111 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL111 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL1t2 1 L4X4X3/8 201-0I AL112 NB 1 SHOP BOLT FIELD BOLT M 33/16 co A - A L4X4X3/8 x 201-0 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED YES NO O HOLES:13/16 H 1 ELECTRODES E70XX I BOLTS:A490N STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) 33/1 6 TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 ANGLE AL112 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL112 DATE:07/07/2020 DATE.07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE AL113 1 L4X4X3/8 T-1019' AL113 NB 1 SHOP BOLT FIELD BOLT M� 33/16 A - A L4X4X3/8 x T-101/4 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. A 3.RETURN END WELDS MIN.TWO TIMES SIZE OR T 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,CKS,ETC. SNOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: �r WIDE FLANGE SHAPES-ASTM A-992(UNO) I� CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) 3 /16 PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 ANGLE - AL113 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 AL113 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 8 BEAM BM101 8 W18X35 38'-31/16" BM101 A992-GR.50 1 16 L5X5X3/8 1'-0" al 14 A36 2 SHOP BOLT 32 3/4"0 A49ON BOLT 21/44" FIELD BOLT 64 3/4"0 A490N BOLTS 2" 51/2 23/4 23/4 LO M M M a114 a114 A-A 38'-39/16 (W 18X35 x 38'-31/16) RD 4'-59/16 51/2 10'-59/16 51/2 16-59/16 51/2 22'-59/1 g 51/2 28'-59/16 51/2 34'-59/16 51/2 3 t A] rn `' 1/2 21/2 7/16 N J CO w BM101 L M L0 LO LO Lr) u') L0 04 CO M M cM M c") M 12 SHOP NOTES: M M M M M c) M 04 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. cM 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. a114 (B/S) � 5.NOT REQUIRED.... YES NO 6- 13/1 "x1" SLOTS 6- 13/1 "x1" SLOTS 6- 13/ "x1" SLOTS 6_ 13/ "x1" SLOTS 6_ 13/ "x1" SLOTS 6_ 13/ "x1" SLOTS 4-3/4„ 0 X 2 1/4 � � I HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A490N STEEL: U.N.O A490N BOLTS /4 SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 8 BEAM BM101 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM101 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 10 BEAM BM102 10 W18X35 49'-19/16" BM102 A992-GR.50 1 20 L5X5X3/8 1'-0" a114 A36 2 SHOP BOLT 40 3/4"0 A49ON BOLT 21/44" FIELD BOLT 80 3/4"0 A490N BOLTS 2" 51/2 23/4 23/4 LO co M M a114 a114 A - A 49'-21/16 (W 18X35 x 49'-19/16) 48'-111/16 RD 2'-21/2 51/2 8'-21/2 51/2 14'-21/2 51/2 20'-21/2 51/2 26'-21/2 51/2 32'-21/2 51/2 38'-21/2 51/2 44'-21/2 51/2 A 3 7/16 21/2 1/2 \`L Q' CN Lu ti BM102 SHOP NOTES: M 1.FABRICATE BEAMS WITH MILL CAMBER UP. LO LO LO LO LO LO LO LO LO 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 12 M M M M M M M M M 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH.. c� 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. M M M M M C.0 M M M 5.NOT REQUIRED.... YES NO 0 M HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O SHOP CLEAN: SHOP PAINT: 7L„ a l 14 B/S SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT SLOTS 6. 13/ x1 SLOTS 6- 13/ x1 SLOTS 6 - 13/ x1 SLOTS 6 - 13/ x1 SLOTS 6 - 13/ x1 SLOTS 6- 13/ x1 SLOTS 6- 13/ x1 SLOTS 4- 3/4 0 X 2 1/4 ( ) A490N BOLTS A MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 10 BEAM BM102 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM102 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 28 BEAM BM103 28 W12X14 6-1518, BM103 02GRE 1 112 L5x5X318 0'-9' a115 NB 2 SHOP BOLT 84 3/4"0 A490N BOLT 2" 64 3/4"0 A490N BOLT 2' 6'-25/8 (W12X14 x 6'-15/8) SIM FIELD BOLT O P P 336 2 RD 5'-111/g _ A 51/2 1/2 21/2 A 21/2 1/2 23/4, 23/4 N - w BM103 M M M M M M Ch Co _ CM a115 (B/S) 3 3 - 3/4" Q1 X 2 a115 (B/S) a115 a115 3 /4 Q�X 2 A490N BOLTS A490N BOLTS A _ A SHOP NOTES: A 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLKS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4!a_] 40EBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. A 5.NOT REQUIRED....YES NO O SIM HOLES:13/16 H 1 ELECTRODES E70XX I BOLTS-A490N I STEEL:U.N.O O P P SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 28 BEAM BM103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 BM103 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 126 BEAM BM104 126 W12X14 T-10519, BM104 02GRE 1 504 uxwla 0'-9' a115 NB 2 SHOP BOLT 378 3/4"0 A49ON BOLT 2" 378 3/4.0 A49ON BOLT 2 FIELD BOLT T-115/8 (W 12X14 x T-105/8) 756 "aa 9�N e°"� 2114" SIM RD T-81/8 OPP A 51/2 ti 1/2 21/2 A 21/2 1/2 23/4 23/4 N w BM104 M M co eM co co M (M co a115 (B/S) 3 -3/4" Qf X 2 a115 (B/S) a115 a115 SHOP NOTES: ��A490N� 1.FABRICATE BEAMS WITH MILL CAMBER UP. 0 X 2 <A490N BOLTS 2 ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. BOLTS A A 3RETURN END WELDS MIN.TWO TIMES SIZE OR I/2INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. A 5 NOT REQUIRED YES NO O HOLES:13/16 0 ELECTRODES:E70XX BOLTS:A490N STEEL:U.N.O A SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT SIM O P P MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 126 BEAM BM104 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. FDW No. DRAWN BY:MMD CHECKED BY:DVS 1952 4 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM105 1 W18X35 22'-85/16" BM105 A992-GR.50 1 1 PL3/8"X11 3/16" l'-0 3/4" pl09 A36 2 1 PL3/8"X6" 0'-6" p 112 A36 3 1 PL3/8"X6" 0'-6" p122 A36 4 SHOP BOLT 4 3/4"0 A490SC BOLT 2" p122 N CTR'D N p109 CTR'D FIELD BOLT p 112 00 5 3/4"0 A490SC_BOLTS 21/4" CTR'D 10 3/4"0A325N_BOLTS 2" c'M 4- 13/ "O 11/2 11/2 __c4 3 B - B 22'-813/16 (W 18X35 x 22'-85/16) B 6'-61/4 51/2 14'-61/4 51/2 RD 22'-513/16 21/2 V-51/4 5'-91/8 11'-211/16 16'-17/16 21'-03/16 37/8 1/8 \`L ti 31/4 N J 4 Lu BM105 c'M M M M M c) CM M M AO M M M M CO CO CO CO EO M M M M M co M co co f SLOTS '2 -7/ "Ql 2 -7/ "Q1 8- 13/ "x1" SLOTS 2 -7/ "Q1 8- 13/1 "x1" SLOTS 2 -7/ "O p122 1/2 cY, CTR'D 5- 13/ °x1" SLOTS 1/4 1/4 � 913/16 p109 p112 SHOP NOTES: 04 CTR'D CTR'D 1.FABRICATE BEAMS WITH MILL CAMBER UP. 313/16 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 22'-07/8 B 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 5.NOT REQUIRED.... YES NO RD 2'-7 4 3 4 21'-103/4 3 5 CUT FLG B/S HOLES: 13/16 O 1 ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O p122 - FLUSH TO WEB SHOP CLEAN: SHOP PAINT: \� CTR'D 1/8 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT M M 777 MATERIAL SPECS: �C4 �cv �� p109 WIDE FLANGE SHAPES-ASTM A-992 (UNO) 8- 13/1 "O co ch r CTR'D CHANNELS AND ANGLES-ASTM-A36 (UNO) * * CA490SC _ 3/4" O X 2 PLATES & BARS-ASTM-A36 (UNO) BOLTS 4 _ 13/ "O,, TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) A - A REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL * _ 3" NO PAINT 1 ^' BEAM ^' BM105 ALLROUND HOLE SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM105 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM106 1 W18X35 26'-9u BM106 A992-GR.50 1 SHOP BOLT FIELD BOLT 12 3/4"0 A325N BOLTS 2" W 18X35 x 26-9 RD 6'-61/4 51/2 14'-61/4 51/2 22'-61/4 51/2 SHOP NOTES: 1'-55/16 5'-91/8 11'-23/4 16'-17/16 21'-03/16 24'-715/16 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 31/4 51/2 7/16 5.NOT REQUIRED.... YES NO 0 J 2_7/ 2 _7/ Lu BM106 � HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O M M CM M M co C'M M M co SHOP CLEAN: SHOP PAINT: M M co M 12 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT c0 CO CO CO (0 CO M M M M N M M M co MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) SLOTS <8 - Ni1 "x1" SLOTS> <8 - 13/ "x1" SLOTS> <8 - Ni1 "x1" SLOTS> TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 1 BEAM BM106 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM106 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 2 BEAM BM107 2 W18X35 3T-113/16' BM107 02GRE 1 SHOP BOLT W 18X35 x 37'-113/16 12 RD 4'-111/16 51/2 10'-111/16 51/2 16'-111/16 51/2 22'-111/16 51/2 28'-111/16 51/2 34'-111/16 51/2 N 7/16 21/2 N J FIELD BOLT LLI BM107 8 WSC_BM 9 21/4" cfl It M M co co co M m M M M M M M M c �A- A 4- 13/ "x1" SLOTS > <6- 13/ "x1" SLOTS> <6_ 13/ "x1" SLOTS 6- 13/ "x1" SLOTS 6 - 13/1 "x1" SLOTS * � � 6 - 13/1 6- 13/ "x1" SLOTS 51/4 CUT FLG (B/S) FLUSH TO WEB SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX I BOLTS:A490N STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) A A CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) * - REVISIONS 3" NO PAINT REV.NO DATE BY DESCRIPTION ALLROUND HOLE A 07/0712020 MMD ISSUED FOR APPROVAL 2 - BEAM - BM107 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 BM107 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 1 BEAM BM108 1 W,8X35 ,8'-,05'e' BM108 02GRE , SHOP BOLT W18X35 x 19'-105/8 RD 7'-89/16 51/2 15'-89/16 51/2 19'-81/8 21/2 21/2 FIELD BOLT �JI A 7 10 2,/4" 1'-103/16 5'-515/16 91-111/16 12'-97/16 17'-93/8 37/8 10 2" 37/8 � N "o J� 2 -7 ��0 2 -7110 2 w BM108 M c'M M M M M M cM M M M M M co co CO CO CD co co M M M M M M M M i SLOTS 8- 13/1 "x1" SLOTS 5 _ (13/16°x1") SLOTS / SHOP NOTES: 1.FAB BEAMS WITH MILL CAMBER UP. 2.ALL BUKLICS..AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. * 3.RETURN END WELDS MIN.TWO TIMES SIZE OR I/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 51/4 CUT FLG. (B/S) CUT FLG (B/S) 51/4 5.NOTREOUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O FLUSH TO WEB FLUSH TO WEB SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMQ ISSUED FOR APPROVAL 1 BEAM BM108 * - 3° NO PAINT ALLROUND HOLE SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 BM108 DATE:07/07/202Q DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM109 1 W18X35 32'-0" BM109 A992-GR.50 1 SHOP BOLT FIELD BOLT 16 3/4"0 A325N BOLTS 2" W 18X35 x 32'-0 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. RD V-65/8 5'-23/8 8'-101/8 13'-101/16 1T-75/8 21'-53/16 25'-211/16 29'-01/4 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. T-91/4 51/2 11'-91/4 51/2 19'-91/4 51/2 27'-91/4 51/2 5.NOT REQUIRED.... YES NO 0 ti 7/16 7/16 HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O J 2_7/ ��O 2-7/ "Q1 2_7/ ,O 2-7/ „O 2_7/ ��O SHOP CLEAN: SHOP PAINT: 1 1 BM109 SHOP COAT OF RUST INHIBITIVE PAINT SSPC-SP3 M M M cM CM M cM M c'M M M M / M M M M � (0 (0 (0 co MATERIAL SPECS: cV M M M M WIDE FLANGE SHAPES-ASTM A-992 (UNO) cr' M c") M CHANNELS AND ANGLES-ASTM-A36 (UNO) 12 12 PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS g_ 13/1 "x1" SLOTS g_Ll3/ "x1" SLOTS 8_ 13/ "x1" SLOTS REV. NO DATE BY DESCRIPTION 8 _ 13/ LOTS A 07/07/2020 MMD ISSUED FOR APPROVAL 1 � BEAM BM109 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM109 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 1 BEAM BM110 1 W18X35 19'-A15ir 8M110 02GRE 1 SHOP BOLT W18X35 x 19'-105/8 RD 1'-615/16 5'-41/2 9'-2 12'-119/16 17'-45/16 FIELD BOLT 10 namsc eoLrs 21/4" 37/8 ,Q 2" 3'-89/16 51/2 11'-89/16 51/2 19'-81/8 21/2 ti 21/2 7 ,0 3 /8 04 w rN 2 _7/ "Q� 2 -�/ "O 2 -7/ "Q1 2 -7/ "Q1 2 -7/ „O BM110 M co, co, co, co, M M co co co M (0 K) CO M M 7 M M M M M M M / M SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. g _ 13/ °x1" SLOTS 3.RETURN END WELDS MIN.TWO TIMES SIZE OR I/2INCH., 5- 13/1 "x1" SLOTS g_ 13j "x1" SLOTS 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5- 13/ "X1" SLOTS , 5.NOT REQUIRED....YES NO O / * HOLES:13/16 H ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O k SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 51/4 CUT FLG (B/S) MATERIAL SPECS: FLUSH TO WEB CUT FLG (B/S) 51/4 WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) FLUSH TO WEB TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - BEAM - BM110 * — 3" NO PAINT ALLROUND HOLE SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 BM110 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM111 1 W 18X35 26'-9u BM111 A992-GR.50 1 SHOP BOLT FIELD BOLT 10 3/4"0 A325N BOLTS 2" W 18X35 x 26-9 SHOP NOTES: RD 1'-5 6'-311/16 11'-27/16 16'-13/16 20'-117/8 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., T-91/4 51/2 11'-91/4 51/2 19'-91/4 51/2 26'-01/4 51/2 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 7/16 5.NOT REQUIRED.... YES NO 0 31/4 J 2 .7j ��O 2 -7/ „O 2 _7/ ��O 2 _7/ ��O 2 -7/ "fZ� HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O w iz BM111 SHOP CLEAN: SHOP PAINT: M M M M M M M M M SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT M M cM M CO CO CO (O CO N M M M M MATERIAL SPECS: co M M M WIDE FLANGE SHAPES-ASTM A-992 (UNO) 12 CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) g _ 13/1 "x1" SLOTS g _ 13/ "x1" SLOTS g _ 13/ "x1 SLOTS 8_ 13/1 "x1" SLOTS PIPE HAPE -A TM-A53 R. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 1 - BEAM BM111 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM111 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM112 1 W 18X35 22'-8 5/16" BM112 A992-GR.50 1 1 PL3/8"X6" 0'-6" p 112 A36 2 1 PL3/8"X6" 0'-6" p 122 A36 3 1 PL3/8"X11 3/16" l'-0 3/4" p124 A36 4 SHOP BOLT 4 3/4"0 A490SC BOLT 2" M N (V p 122 CTR'D 00 � 124_ENCTR'D M �N 11/2 11/2 p 112 CTR'D 3 FIELD BOLT 5 3/4"0A490SC_BOLTS 21/4" B B 10 3/4"0 A325N BOLTS 2" 22'-87/8 (W 18X35 x 22'-85/16) 7'-89/16 51/2 15'-89/16 51/2 21'-119/16 51/2 RD 2'-3 T-1 N4 12'-01/2 16'-113/16 21'-31/16 31/4 ,Q 37/8 3/16 21/2 ti B 2 7 �� 2-7/ "Ql W - l Qf BM112 M M M M M M M M M M M M M C4 C4 Cfl CO C0 M � M co M M M co M M 5- 13/ "x1" SLOTS 1/2 p122 CTR'D $- 13/ "x1" SLOTS g_ 13/1 "x1" SLOTS g _ 13/ "x1" SLOTS 1/ p112 1/4 CTR'D p124 J 10 CTR'D 31/2 313/16 B SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., RD 19'-25/16 4 3 4 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 5.NOT REQUIRED.... YES NO 0 69/16 3 HOLES: 13/16 O 1 ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O SHOP CLEAN: SHOP PAINT: CUT FLG. 5 p122 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT FLUSH TO WEB CTR'D 1/8 M � MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) p112 T TN PLATES & BARS-ASTM-A36 (UNO) co TUBULAR SHAPES-ASTM-A500 GR. B (UNO) � � p124� * 8_ 13/ piO PIPE SHAPES-ASTM-A53 GR. B (UNO) 4 - 3/4" Q1X2 REVISIONS CUT FLG. 5 ``�.A490SC BOLTS% FLUSH TO WEB REV. NO DATE BY DESCRIPTION A - A A 07/07/2020 MMD ISSUED FOR APPROVAL * _ 3" NO PAINT 1 ^' BEAM ^' B M 112 ALLROUND HOLE SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM112 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM113 1 W18X35 38'-31/16" BM113 A992-GR.50 1 2 L5X5X3/8 1'-0" al 14 A36 2 SHOP BOLT 4 3/4"0 A49ON BOLT 21/44" FIELD BOLT 8 3/4"0 A490N BOLTS 2" 16 3/4"0 A325N BOLTS 2" 51/2 23/4 23/4 LO CM CM CM a114 \-a114 A - A 38'-39/16 (W 18X35 x 38'-31/16) RDA 4'-59/16 51/2 10'-59/16 51/2 16'-59/16 51/2 22'-59/16 51/2 28'-59/16 51/2 34'-59/16 51/2 11/16 SHOP NOTES: 5'-1013/16 9'-111/16 15'-51/16 20'-23/16 24'-111/4 29'-83/8 33'-105/8 1.FABRICATE BEAMS WITH MILL CAMBER UP. 3 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH.. rn �' 1/2 21/2 7/16 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. Q1 2-7/ "Q1 2 - 7/ "Q� 5.NOT REQUIRED.... YES NO 0 w BM113 " �` HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A490N STEEL: co M cM M M M M M M LID LIDSHOP CLEAN: SHOP PAINT: � 12 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT M (0 CM (0 (0 M CD M CD CM C.0 M CO C.0 M M M M cM M cM M r M MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) 4 - 3/4" O X 2 1/4 6- 13/1 "x1" SLOTS 13 �� �� 13 �� PLATES & BARS-ASTM-A36 (UNO) A490N BOLTS , g _ 13/1 "x1" SLOTS 6. 13/ "x1" SLOTS 6- /1 x1 SLOTS 6- /1 x1 SLOTS TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) a114 (B/S) A g_ 13/ °x1" SLOTS REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 1 BEAM BM113 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM113 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM114 1 W 18X35 49'-19/16" BM114 A992-GR.50 1 2 L5X5X3/8 1'-0" al 14 A36 2 SHOP BOLT 4 3/4"0 A49ON BOLT 21/44" FIELD BOLT 8 3/4"0 A490N BOLTS 2" 22 3/4"0 A325N BOLTS 2" 51/2 23/4 23/4 LO 44 M cM a114— a114 A - A 49'-21/16 (W 18X35 x 49'-19/16) RD 2'-21/2 51/2 8'-21/2 51/2 14'-21/2 51/2 20'-21/2 51/2 26'-21/2 51/2 32'-21/2 51/2 38'-21/2 51/2 44'-21/2 51/2 48'-111/16 1 19/16 5'-811/16 10'-513/16 15'-215/16 19'-51/8 24'-91/8 29-61/4 34'-33/8 39-33/8 43'-95/8 47'-117/8 A 3 7 2 -7/ "0 21/2 1/2 /16 2-7 7 o� / Q1 2 - /8 O J c4 Lu BM114 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 12 co cy) CO co M co co M M M M 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 04 CO M cfl M M M coM M C° M M 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. M co cocoM M M M M 5.NOT REQUIRED.... YES NO 0 M HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 6-:El 3_/ "x1" SLOTS 6- 13/ "x1" SLOTS L2 - �� l Q1 13 a114 (B/S) 6- /1 x1 SLOTS 6 - 13/1 "x1" SLOTS 6- 13/1 "x1" SLOTS 6_ 13/ "x1" SLOTS "x1" SLOTS TERIAL SPECS: 4-3/4" 0X 2 1/4 WIDE FLANnGESHAPES ASTM A 992 (UNO) SLOTS A490N BOLTS CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 1 BEAM BM114 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM114 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM115 1 W18X35 38'-31/16" BM115 A992-GR.50 1 2 L5X5X3/8 1'-0" al 14 A36 2 SHOP BOLT 4 3/4"0 A490N BOLT 21/44" FIELD BOLT 8 3/4"0 A490N BOLTS 2" 16 3/4"0 A325N BOLTS 2" 51/2 23/4 23/4 LO M M M a114 \—a114 A - A 38'-39/16 (W 18X35 x 38'-31/16) RD 4'-59/16 51/2 10'-59/16 51/2 16� 51/2 1, 22'-59/16_ 51/2 28'-59/16_ 51/2 34� 51/2 SHOP NOTES A 15ABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. 1'-111/16 5'-1013/16 9'-111/1g 15'-51/16 20'-23/1g 24'-111/4 29'-83/8 33'-105/8 7/16 3.RETURN END WELDS MIN.TWO TIMES SIZE OR 1/2 INCH.. ,Q 3 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. rn 5.NOT REQUIRED.... YES NO 0 o) 1/2 21/2 2 _7/ ��O 7 2_ 7/ "O < 2 -7/ "O J <2 _7/ "O 2 _7) "O 2 - / Q1 2 _ 7/ "O 2 -7/ "QS HOLES: 13/16 0 ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O Lu BM115 SHOP CLEAN: SHOP PAINT: Lo M M M M LO M � M LO M LO M M SSPC-SP3 Ln SHOP COAT OF RUST INHIBITIVE PAINT M co cM (.0 (D M CD co <9 M (0 cM (0 cM M M co co co M MATERIAL SPECS: M 12 WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) a114 (B/S) TUBULAR SHAPES ASTM A500 G(UNO)R. B (UNO) 4 - 3/4 "O A490N <6 - 13/1 "x1" SLOTS> <6_ (13/16"x1" SLOTS> PIPE SHAPES-ASTM-A53 GR. B (UNO) SHOP BOLTS 6- 13/ "x1" SLOTS 6 - (13/16"x1") SLOTS 6- 13/1 "x1" SLOTS 6- 13/ "x1" SLOTS REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL A 1 - BEAM - BM115 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM115 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 1 BEAM BM116 1 W18X35 49'-19/16" BM116 A992-GR.50 1 2 L5X5X3/8 1'-0" al 14 A36 2 SHOP BOLT 4 3/4"0 A49ON BOLT 21/44" FIELD BOLT 8 3/4"0 A490N BOLTS 2" 22 3/4"0 A325N BOLTS 2" 51/2 23/4 23/4 LO M M M I I a114—/ a114 A - A 49'-21/16 (W 18X35 x 49'-19/16) 48'-11 1/16 5'-811/16 10'-513/16 15'-215/16 19'-51/8 24'-91/8 29'-61/4 34'-33/8 39'-33/8 43'-9% 47'-117/8 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. RD 2'-21/2 51/2 8'-21/2 51/2 14'-21/2 51/2 20'-21/2 51/2 26'-21/2 51/2 32'-21/2 51/2 38'-21/2 51/2 44'-21/2 51/2 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. A 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 119/16 21/2 1/2 5.NOT REQUIRED.... YES NO 0 T HOLES: 13/16 O ELECTRODES: E70XX BOLTS:A490N STEEL: U.N.O 7 2-7/ "QI 2 -7/ "Q� 2 - -7/ "Q1 2 _7/ "Qj 3 ..\`L J cfl 2 - / Q� w r;T BM116 �- SHOP CLEAN: SHOP COAT (RUST INHIBITIVE PAINT SSPC-SP3 M M co" M M M M CM M M M M LO V7 Ap V7 LO LO B7 LO Ln co co co co co (D(D (0 co (D M CD M CD M C.0 (.0 M (0 M MATERIAL SPECS: M M M WIDE FLANGE SHAPES-ASTM A-992 (UNO) M M M M M M CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) 2-7/ 110 4- 3/4" 0 X 2 1/4 A REVISIONS 6- 13/ "x1" SLOTS 13 g_ 13/1 "x1" SLOTS 6- 13/1 "x1" SLOTS "6 - 13/1x1" SLOTS A490N BOLTS REV. NO DATE BY DESCRIPTION "x1" SLOTS � I 6. 13/ "x1" SLOTS A 07/07/2020 MMD ISSUED FOR APPROVAL 13 6- 13/ "x1" SLOTS a114 (B/S) 6- / x1 SLOTS 1 � BEAM BM116 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 BM116 DATE: 07/07/2020 DATE:07/07/2020 1'-2 35/8 313/16 _N BILL OF MATERIAL 11/2 51/2 51/2 11/2 CITY MATERIAL LENGTH MARKE GRADE REMARK # 00 1 COLUMN 01-101 p 114 J C p 114 - C \N 1 W8X35 24'-5718" CL101 A0 RK \GO t 1 PL-14• 1'-5' BP101 A36 2 W Lfl � 1 PL318x107118• 0'-117/8° p106 A36 3 1/ 1 PL318^X3718• 0'-7118° p108 A36 4 1/4 /-/4 - 3/4 "O A490SC > p110 1 PLY-371V 1'-07116° p110 A36 5 �I SHOP BOLTS N CTR'D 1 PL318'%B• 0'-6° pl14 A36 8 � /1 \ 1 PL518^%e• 1'-0' p114 A1fi I 1 PLLB"X105w 1-013116" p123 A36 8 JJ{� -BP101 /III (0 L M N SHOP BOLT � 4 3/4"0 A490SC BOLT 1 3l4" \N p112 CTR'D � ti p112 co p106 M c) CTR D 11/2 11/2 N _— 35/8 CTR'p N N 4 3 A g 13/16 1/4 A CTR'D I A 8 w I 21/4 N 21/4 N i CTR'D 3 SIDES 1/4 3/ TYP Ln I 3 SIDES ��4 pl08 M I II M P, eAawsc eo FIELD BOLT N XTK 8 21/4" \" I N , , ti co J y -p112 N I p123 r CTR'D CTR'D 37/8 313/16 I B - B N C I- C p114 1/ o /4 p 108 �B— U I B SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. p 108 (F/S) APPROVER NOTE: 2.ALL BUNS AND RE-ENTRANT CUTS E HAVE 1'MIN RADIUS. p 110 3.RETURN END WELDS MIN. LE TIMES 512E DR 1/2 CKS, T 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. p 110 CTR'D H E.NOT16E0U1 AQ EEDT..YES EO OB LT: 0 S E CTR'D p123 1 . CONFIRM THE CLOUDED PAINT AND SHOP CLEAN: SHOP PAINT: 1/4 o CTR'D SURFACE PREPARATION INFORMATION. SSPC-SP3 SHOP COAT OF RUSTINHIBITIVEPAINT 3 SIDES I A Q — l�-^y7 / A WIDE NELSFLANGE SHAPESASTMA992(UNO) / 1/4 Ch J T U) PLA E3&BARS-ASTM AND EA36(UNO)36(UNO) Akl ��// ��// 2. CAN W E EXTEND THE BASE PLATE O R SLOPE TUBULAR SHAPES-ASTM-R.B(GR.UNO) B(UNO) LLI PIPE SHAPES-ASTM-A53 GR.B(UNO) BP101 p123 BP101 CUT THE KNIFE PLATE. PLEASE ADVISE. REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMII ISSUED FOR APPROVAL CTR'D 1 - COLUMN - CL101 N 913/16 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 CL101 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 31/2 13/4 13/4 63/8 1'-2 BILL OF MATERIAL CITY MATERIAL LENGTH MARK GRADE REMARK # M 71/16 33/16 33/16 11/2 51/2 51/2 11/2 1 COLUMN OL102 3 4 - /16 O 8- 3/4 O A490SC�—t 1 W8X35 25'-11&4' BP1 A99 GRS0 1 13 " � � 11 1 ❑uxla• 1'-5' BP103 A36 2 a, 10 - /4 O A490SC 1 L5%3%3r6 1'-11/2' a113 A3fi 3 SHOP BOLTS 3 THRU HOLE \N 13/4 13/4 / SHOP BOLTS CTRD 4 L5%3%3I8 1'-3" a132 M6 4 1 L5%3%3r8 l'-1 VT a133 A36 5 W / a132 (B/S) N\ 1 PL318x1oi3/l6^ 1'-17116• p107 A36 6 N � 1 PL3I8^x3 ne' 0'-7118" p108 Nfi 7 C N 1 POWW%37I8' l'-11116" pill A36 8 --4111 M M coM (U _\N -B P 103 SHOP BOLT M M co coLn 5 3/4"0 A490SC BOLT 2114" T 4 3/4"0 A490SC BOLT 2" 4 3/4"0 A490SC BOLT 2" M M M M 5 3/4"0 A490SC BOLT 21/4" \N CM M { O 9 r� a 133 N Lo N rn a 133 ,4 - 1 1/16"O a132 (B/S) a132 (B/S) "' 1/4 p111 a132 (B/S) -� a113 A - A CTR'D M `p107 1/8 3/16 a133 4-3/4"0 � � �i CTRD * a132� _ 13 * n 4 / "O M 1 /2 11/2 N 5 - 13/16"O j a132 THRU HOLE THRU HOLE N _� M x ' W (9 FIELD BOLT 4 1 3/4" cy) I I al 13 I � * a132 A SIDES -- 1/ \ p108 1/47 \TYP. �� I 3 SIDES \_ 5 - 1 3/1 6110, o u 1/4 CTRD THRU HOLE 3/16 3/16 -a132 zo N B - B C - C 0 I 43/8 1 7/8 N 01 r o_ 8 1/4 913/16 SHOP NOTES: U I -4 p 1 O8 \ 1.FABRICATE BEAMS WITH MILL CAMBER UP. 1 �-1 ' � \ p 107 2.ALL LRN END RE-ENTRANT CUTS TIMES HAVE 1'MIN RADIUS. V p 108 (N/S) CTRD 3.RETIURR ALLELDS MIN. LE ,CUT,BLOCKS, T 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 1 5.NOT REQUIRED....YES NO O p -07 1 — _� HOLES:13/16 0 ELECTRODES:E701X BOLTS:A490N STEEL:U.N.O CT R'D p 111 SHOP CLEAN: SHOP PAINT: p 111 N SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT ~ CTR'D CTRD MATERIAL SPECS: Z) * 3" N O PAINT WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) �A— PLATES&BARS-ASTM-A36(UNO) `� 1/4 - AL L RO U N D HOLE TUBULAR SHAPES-ASTM-A500 GR.B(UNO) O Q� 3 S I D E S/ \ PIPE SHAPES-ASTM-A53 GR.B(UNO) J cn /4 LLI Lo REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMII ISSUED FOR APPROVAL BP103 1 - COLUMN CL102 \—BP103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- I JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 CL102 DATE:0 7/0 712 0 2 0 DATE:07/07/202, 31/2 BILL OF MATERIAL 63/ CITY MATERIAL LENGTH MARK GRADE REMARK # (� 13/4 13/4 8 1 COLUMN OL103 1 W8X35 25'-113/4' CL103 02GRE 1 N 10 -3/4 "Q1 A490SC 33/16 33/16 1 ❑ -X14- 1'-2' 102 N5 2 —1SHOP BOLTS 4 Llx3x a a1 3' 12 AN 3 W a1 12 (B/S) SHOP BOLT L 5 3/4"0 A4905C BOLT 2114" r 5 3/4.0 A4905C BOLT 21W U co, � II C,, 1'-2 c�B- U � V/ M 11/2 51/2 51/2 11/2 M II M �N M co � a112 (B/S) mod- n -:�t a112 (B/S) a? �N �t N f N N if) a112 (B/S) Y ' BP102 —N M I � 1/4 A - AFIELD BOLT N x 3/16 3/16 LO n x I a112 � Y al 12 5- 13/ "0 f THRU-HOLE EO I f N Y a a112 112 41 5 - 13/16"O 3/16 3/16 THRU-HOLE 11 SHOP NOTES: co n 1.FABRICATE BEAMS WITH MILL CAMBER UP. C) , N - �( 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. IIL..JJ� 3.RETURN END WELDS MIN.MO TIMES S12E OR 1/2 INCH., J I 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. U Inl� 5.NOT REQUIRED....YES NO O HOLES:13/16 0 ELECTRODES:E70XX I BOLTS:A490N STEEL:U.N.O SHOP CLEAN: SHOP PAINT: USSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) M �A U) Y Q PLANNELSANDANGLES-ATES& 6(UNO)36(UNO) J W TUBULAR SHA ES ASTM-A500 GR.B(UNO) DIE PIPE SHAPES-ASTM-A53 GR.B(UNO) r REVISIONS B P 102 BP 102 REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - COLUMN CL103 * _ 3" NO PAINT ALLROUND HOLE SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 CL103 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 8 \N 21/4 3/ 21/4 BILL OF MATERIAL 3 1 3/1 6 35/8 CITY MATERIAL LENGTH MARK GRADE REMARK # 3/ 1 COLUMN OL104 00 1 W8X35 24'-5718" CL104 02GRE 1 (V 1 PL-14• 1'-1. BP103 A36 2 p114 J C pl14 -pl06 C N 1 PL318x10 7n8• 0'-117/8' p106 AN 3 p106 w ,� CTR1 D I -pl06 1 PL31-101Wt6" 1'-17116" P107 4 CTR'D I CTR'D 1 PLY-3718• 0'-7118" P108 A36 5 1 PL318X371W 1'-11/16" P111 A36 6 It 4 - 3/4NO A490SC I -pll2 10:_61 P1 2 A6 7 112 U SHOP BOLTS M _ , CTR'D p �d u) I04 TYP. SHOP BOLT � M I I � —— �� \ 4 3/4"0 A490SC BOLT 1 3/4" g 13/16 � N — I I 00 p 112 co co 1 C14 /4 CTR'D 041/4 N 11/2 11/2 `� 3 SIDES 1/q 3 p114 TYP , C - C ( ----p107 N CTR'D 04 0 u' I cM 000 I p 108 1FIELD BOLT _ K3, SIDES 6 2,/4^ pill 1/4 rN CTR'D � B - B e 04 1'-2 13 3 0 04 3 /16 4 /g,I U) I 11/2 51/2 51/2 11/2 1/4 C 913/16 1/4 u o I p 107 /-pl 08 U I �N CTR'D p107 _ p108 (N/S) ci7 SHOP NOTES: v� Y/ 2ALLBRICATE BEAMS WITH MILL CAMBER UP. CTR'D D p 1 0 7 N 2.ALL BUNS AND RE-ENTRANT CUTS E HAVE 1'MIN RADIUS. / 3.RETURN END WELDS MIN.TWO TIMES 512E OR 1/21NCH.. 1/4 3 SIDES CTR'D Ln 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. / L(� L 5.NOT REQUIRED....YES NO O \� 1/4 r HOLES:13/16 0 ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O � � p 111 SHOP CLEAN: SHOP PAINT: / pill U CTR'D (�) SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT BP103 F� ' CTR'D tD -' Lo MATERIAL SPECS: Ln ' 19 I /.� 'd \ WIDE FLANGE SHAPES-ASTM O) (UNO) '--I �' ` � cn I low /�( PLATE CHANNELS BARS-ASTMEA36(UNO) (UNO) Ilt W \N 4 - 1 1/1 "1L/ PPE HAPES ASTM A53 GR.B(UNO)TUBULAR SHAPES-ASTM-A500 GR.B(UNO) BP103 -BP103 p 111 REVISIONS REV.NO DATE BY DESCRIPTION 1 - COLUMN CL104 1/4 A - q CTR'D A 07/0712020 MMD ISSUED FOR APPROVAL VI SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS i952 CL104 DATE:Q7/07/2020 DATE:07/07/2020 31/2 63/$ BILL OF MATERIAL 13/4 13/4 33/16 33/16 11/2 51/2 51/2 11/2 CITY MATERIAL LENGTH MARK GRADE REMARK # 10 -3/4 "Ql A490SC 31/2 N p111 1 COLUMN CI05 � 1 W8X35 25'-11&4' CL105 A992GRS0 1 �, <SHOP B19 OLTS 71/16 CTR'D ❑u•x1a• 5' BP103 N5 2 1 Lsx3x3r6 l'-1112' a113 Nfi 3 (V I t 4 4 4 L5x3x3/8 l'-1.VT a133 A36 5 IJ 3 a 133 8 -3/4 "0 A490SC � 1� 1� 1 PL3i6^x1n1W,6" V-17/16" p107 A36 8 N a113 SHOP BOLTS a132 (B/S) N 1 PL3I8^x3 ne' 0'-7118" p108 Nfi 7 1 PL3I8"x9718' 1'-11116" p111 P36 8 coFc —q co (M M SHOP BOLT U �— \N 5 3/4"0 A490SC BOLT 2114" coM M M 5 3/4"0 A490SC BOLT 21/4" X: Mill B P 103 4 3/4"0 A490SC BOLT 2" M M M 4 3/4"0 A490SC BOLT 2" M M 117- M in u r� 4 - 1 1/ "0 Lo `N N � -a133 � 1/4 c� I a132 (B/S) a132 (B/S) N A - A a132 (B/S) Alla113 (Y'I —p111 g / CTR'D * q - 13/16"O � n 3 SIDES 1/4 1/4 p 108 i� 11/2 11/2 N I I Lr) 3 X FIELD BOLT II 4 _ 13/4" M x 00 � I � M O N I BB i A 3/16 3/16 313/16 43/$ a 132 Lc a 132 „ o I * 5_ 13 " 4- 13/ 0 i-p108 (F/S) �/4 THRU-HOLE -a133 THRU-HOLE U /4 * SHOP NOTES: 1 (D 1.FABRICATE BEAMS WITH MILL CAMBER UP. �B- I B \r 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 9 3/16 pl08 M 3.RETURN END WELDS MIN.TWO TIMES SIZE OR I/2INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. \ 5.NOT REQUIRED....YES NO O T p 111 p 107 _ p 111 HOLES:13/16 0 ELECTRODES E70XX BOLTS:A490N STEEL:U.N.O CTR'D CTR'D CTR'D M SHOP CLEAN: SHOP PAINT: �al 13 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT co 1/4 3 SIDES a13`2 „ * MATERIAL SPECS: U d" 1/ 5 - 13/16 o l WIDE FLANGE SHAPES-ASTM A-992(UNO) / 4 / PLATECHANNS 8,BARS-ASTMLS AND -36(UNO)36(UNO) �A- O A C° 3/16 3/16 THRU-HOLE TUBULAR SHAPES-ASTM-A500 GR.B(UNO) J B P 103 Ln PIPE SHAPES-ASTM-A53 GR.B(UNO) � � B P 103 � a 132 REVISIONS Wil rip I A — AC REV.NO DATE BY DESCRIPTION (y` A 07/0712020 MMD ISSUED FOR APPROVAL 1 - COLUMN CL105 * 3" NO PAINT SUNCOR,INC ALLROUND HOLE 612 STOKELY DRIVE,DEFOREST,WI 53532 JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 CLJ05 DATE:07/07/2020 DATE.07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE HB101 1 L3X3X1/4 11'-01116' IB101 NB 1 SHOP BOLT FIELD BOLT L3X3X 1/4 x 11'-01/16 cv i00 21/4 23/8 1/5/8 12 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. N H B 101 N 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. M 5.NOT REQUIRED....YES NO O C.0 HOLES:13/16 Bf 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O �— SHOP CLEAN: SHOP PAINT: a 9/16 12 7/ 15/$ 3/4 M SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: a� WIDE FLANGE SHAPES-ASTM A-992(UNO) Li Jr N CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) r TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 - ANGLE - HB101 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB101 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 9 ANGLE HB102 9 L3X3X1/4 11'-2112' HB102 NB 1 SHOP BOLT FIELD BOLT L3X3X 1/4 x 1 V-2 1/2 04 17/8 21/2 1/z SHOP NOTES: izzo-o12 1�-y1[� 1 2 1.FABRICATE BEAMS WITH MILL CAMBER UP. � / 1 1 LJ 1 O2 N 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. 1. 3.RETURN END W ELDS M.TW 0 TIMES 512E OR 1.MCH.. 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O f^�I' HOLES:13/16 0 ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O 00 SHOP CLEAN: SHOP PAINT: 1�/ 12 12 /2 1 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 7 MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) N N CHANNELS AND ANGLES-ASTM-A36(UNO) r PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A ovon2020 MM ISSUED FOR APPROVAL 9 ANGLE HB102 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB102 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 8 ANGLE HB103 8 L3X3X1/4 11'-21/2' HB103 NB 1 SHOP BOLT FIELD BOLT L3X3X 1/4 x 1 V-21/2 04 N 21/2 1 7/8 SHOP NOTES: fV 12 HB103 12 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., M 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O 00 �— SHOP CLEAN: SHOP PAINT: 1/2 12 12 r SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 11/8 MATERIAL SPECS: N WIDE FLANGE SHAPES-ASTM A-992(UNO) N T CHANNELS AND ANGLES-ASTM-A36(UNO) r PLATES 8.BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 8 - ANGLE - HB103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1002 HB103 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE HB104, 1 L3X3X1/4 11'-01116' IB104 NB 1 SHOP BOLT 12 N Qp T 21/8 1 1 5/8 2 CD FIELD BOLT N HB104 C M 12 116/8 11/16 r 7/$ CV T r L3X3X 1/4 x 11'-01/16 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 Bf 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 - ANGLE HB104 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB104 DATE:07/07/2020 DATE.07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 2 ANGLE HB105 2 L3X3X1/4 5-5112' HB105 NB 1 SHOP BOLT FIELD BOLT L3X3X 1/4 x 6-51/2 (V SHOP NOTES: r 1.FABRICATE BEAMS WITH MILL CAMBER UP. N 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 12 1 O 5.NOT REQUIRED....YES NO O 12 HOLES:13/16 0ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O M SHOP CLEAN: SHOP PAINT: - SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 3 3 MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 2 ANGLE - HB105 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB105 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE HB106 1 L3X3X1/4 11'-01116' HB106 NB 1 SHOP BOLT FIELD BOLT \00 N 2 21/8 ( /12 115/8 \r HB106 N SHOP NOTES: CO 7c 1.FABRICATE BEAMS WITH MILL CAMBER UP. \r 115/g \r 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. r M 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., r r SHOP CLEAN: SHOP PAINT: 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. N \� 7/� 5.NOT REQUIRED....YES NO O 04 � HOLES:13/16 0ELECTRODES:E70XX BOLTS:A490N STEEL:U.N.O r 11/16 SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 12 MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) L3X3X 1/4 x 1 1'-0 1/1 6 CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - HB106 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB106 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE HB107 1 L3X3X1/4 11'-213/16' HB107 NB 1 SHOP BOLT 04 21/2 04 19/16 FIELD BOLT <4 12 `� 12 N HB107 12 12 r 1/2 04 N 1 7/16 L3X3X1/4 x 11'-213/16 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 Bf 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 - ANGLE - HB107 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB107 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE H11106 1 L3X3X1/4 11'-01116' hB108 NB 1 SHOP BOLT FIELD BOLT ao 23/8 21/4 N r CID co c 12 115/8 r N HB1 88 N r CJ r SHOP NOTES: ch 3/ 11 /8 12 1.FABRICATE BEAMS WITH MILL CAMBER UP. 4 2.ALL BLICB.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S1ZE OR 1/2 INCH., 9/16 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O r— HOLES:13/16 Bf 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O L3X3X 1/4 x 11'-01/16 SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 1 - ANGLE - HB108 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 HB108 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 64 McNICHOLS PLANK MS101 64 M4122013 10'-9' MS101 A91/ 1 SHOP BOLT 11-0 MS101 FIELD BOLT 1 T— x CN J W Z Q d W 0 W d rn 1 0 � SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O SHOP CLEAN: SHOP PAINT: MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 64 McNICHOLS PLANK GRAT - MS101 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 MS101 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 384 McNICHOLS PLANK MS102 384 M4122013 120" MS102 A910 1 SHOP BOLT 11-0 FIELD BOLT 1 CN T— x MS102 CN J LLI Z Q W 0 w Lu O 1 N SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O SHOP CLEAN: SHOP PAINT: MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 384 McNICHOLS PLANK GRAT - MS102 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 MS102 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 64 McNICHOLS PLANK MS103 64 M4122013 4'-9' MS103 *24 1 SHOP BOLT 1'-0 FIELD BOLT _I X 04 MS103 J W Z a 0 W Q OSHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. W 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S1ZE OR 1/2 INCH., Q.. 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. `i 5.NOT REQUIRED....YES NO HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O SHOP CLEAN: SHOP PAINT: MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 64 - McNICHOLS PLANK GRAT - MS103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 MS103 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 20 McNICHOLS PLANK MS104 20 M407201312 10'-9' MS104 A91/ 1 SHOP BOLT 7 o� MS104 I 0 r FIELD BOLT X J w Z a a 0 w 0 cr— LL a rn I 0 r SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 112 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O SHOP CLEAN: SHOP PAINT: MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 20 - McNICHOLS PLANK GRAT - MS104 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1002 MS104 DATE:07/07/2020 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 120 McNICHOLS PLANK MS105 120 M407201312 120" MS105 A910 1 SHOP BOLT 7 MS 105 FIELD BOLT O 1 N X ti .J Lu Z Q a_ 0 W a 0 LL Lu 0 1 N SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO 0 HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A490N I STEEL:U.N.O SHOP CLEAN: SHOP PAINT: MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MM ISSUED FOR APPROVAL 120 McNICHOLS PLANK GRAT - MS105 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 MS105 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 20 McNICHOLS PLANK MS106 20 M407201312 4'-9' MS106 *24 1 SHOP BOLT FIELD BOLT 7 1 X MS106 ti J W Z Q d Lu SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 0 O4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O N HOLES:13/16 H ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O LLu SHOP CLEAN: SHOP PAINT: 0') MATERIAL SPECS: 1 WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 20 McNICHOLS PLANK GRAT - MS106 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 MS106 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 24 U BRACKET pL101 24 PL12"X10" 3411C RiOl NB 1 SHOP BOLT FIELD BOLT 96 12' 101/4 10 1/ 91/4 1/ 2 6 2 r \CV I 00 M X \CV O r SHOP NOTES: r M N 1.FABRICATE BEAMS WITH MILL CAMBER UP. r \ 2.ALL BLICS.AND RE-ENTRANT CUTS TO HAVE 1'MIN RADIUS. r 3.RETURN END WELDS MIN.TWO TIMES 512E OR 1/21NCH.. 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. LL �N 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O _I SHOP CLEAN: SHOP PAINT: r SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: (�J WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) 4_7/ "0 PIPE SHAPES-ASTM-A53 GR.B(UNO) }L/ REVISIONS THRU-HOLE REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 24 U BRACKET PL101 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 PL101 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 28 PLATE PL102 28 P1-3/16%5' 1'-1. KIN NB 1 SHOP BOLT FIELD BOLT PL3/16X5 x 1'-3 PL102 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S1ZE OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 28 - PLATE - PL102 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 PL102 DATE:0 7/0 712 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKE GRADE REMARK # 14 PLATE PL103 14 PL112"X7" 1-4' R10 Affi 1 SHOP BOLT FIELD BOLT PL1/2X7 x 1'-4 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. P L 103 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE V MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES SIZE OR 112 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. SNOT REQUIRED....YES NO O HOLES:131160 1 ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07107 2020 MM ISSUED FOR APPROVAL 14 - PLATE - PL103 SLINCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532 JOB: SES/UNITEDTELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- I JOB No. DWG.No. DRAWN BV:MMD CHECKED BY: DVS 1952 PL103 DATE:0 710 7/2 0 2 0 1 DATE:07/07/2020 BILL OF MATERIAL QTY MATERIAL LENGTH MARKS GRADE REMARK # 3 PLATE PL104 3 PL1/2"X8" 0'-8" PL104 A36 1 SHOP BOLT FIELD BOLT SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLK'S.AND RE-ENTRANT CUTS TO HAVE 1" MIN RADIUS. PL1/2X8 x 8 3.RETURN END WELDS MIN. TWO TIMES SIZE OR 1/2 INCH.. 4.DEBURR ALL OPEN HOLES, CUTS, BLOCKS, ETC. 5.NOT REQUIRED.... YES NO 0 PL104 HOLES: 13/16 O 1 ELECTRODES: E70XX BOLTS:A49ON STEEL: U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT 00 MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992 (UNO) CHANNELS AND ANGLES-ASTM-A36 (UNO) PLATES & BARS-ASTM-A36 (UNO) TUBULAR SHAPES-ASTM-A500 GR. B (UNO) PIPE SHAPES-ASTM-A53 GR. B (UNO) REVISIONS REV. NO DATE BY DESCRIPTION A 07/07/2020 MMD ISSUED FOR APPROVAL 3 PLATE PL104 SUNCOR, INC 612 STOKELY DRIVE, DEFOREST, WI 53532 JOB: SES/UNITED TELEPORTS LOCATION: 10161 RANGE LINE ROAD, PORT ST. LUCIE, FL 34987 ARCH: BRENT A. WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG. No. DRAWN BY: MMD CHECKED BY: DVS 1952 PL104 DATE: 07/07/2020 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 2 PLATE PL105 2 PL3/FX5' 0-5' PUD5 NB 1 SHOP BOLT FIELD BOLT 2 eox aoLTs 2112" 5 PL3/8X5 x ") 21/2 21/2 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O rN HOLES:13/16 H ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O (V SHOP CLEAN: SHOP PAINT: LO SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT N MATERIAL SPECS: P L 105 CV WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 2 PLATE - PL105 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 PL105 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 2 ANGLE VB101 2 1-4=1/4 30'-1013116 VB101 NB 1 SHOP BOLT FIELD BOLT 12 namsc_eoLrs 13/4" -00 5 L4X4X1/4 x 30'-1013/16 2 3 3 14'-915/16 14'-87/8 3 3 2 1 _ 13/ "0 VB101 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BLWS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3. RETURN END WELDS MIN.TWO TIMES SIZE OR 1/2INCH., N N 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. N 5.NOT REQUIRED....YES NO O 5 HOLES:13/16 H ELECTRODES:E70XX BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 2 ANGLE - VB101 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 VB101 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE VB102 1 1-4=1/4 30'-105/8' VB102 NB 1 SHOP BOLT FIELD BOLT 6 namsc_eoLrs 13/4" I Ti -� 513/16 L4X4X 1/4 x 30'-10 5/8 2 3 1,3 L 14'-9 14'-9 5/8 3 3 2 SHOP NOTES: 1.FABRICATE BEAMS WITH MILL CAMBER UP. 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3.RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., (V 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H 1 ELECTRODES:E70XX I BOLTS:A49ON STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT �N MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) N N CHANNELS AND ANGLES-ASTM-A36(UNO) PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B(UNO) PIPE SHAPES-ASTM-A53 GR.B(UNO) REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - VB102 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 VB102 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020 BILL OF MATERIAL CITY MATERIAL LENGTH MARKE GRADE REMARK # 1 ANGLE VB103 1 1-4=1/4 30'-101116' VB103 A33 1 SHOP BOLT FIELD BOLT 6 namsc_eoLrs 13/4" g N I -00 5 r r 30'-101/16 (L4X4X1/4 x 30'-101/16) SHOP NOTES: \(V 1.FABRICATE BEAMS WITH MILL CAMBER UP. r 2.ALL BUCS.AND RE-ENTRANT CUTS TO HAVE 1-MIN RADIUS. 3. N RETURN END WELDS MIN.TWO TIMES S12E OR 1/2 INCH., 4.DEBURR ALL OPEN HOLES,CUTS,BLOCKS,ETC. 5.NOT REQUIRED....YES NO O HOLES:13/16 H ELECTROQES:E70XX BOLTS:A490N STEEL:U.N.O SHOP CLEAN: SHOP PAINT: SSPC-SP3 SHOP COAT OF RUST INHIBITIVE PAINT r r MATERIAL SPECS: WIDE FLANGE SHAPES-ASTM A-992(UNO) CHANNELS AND ANGLES-ASTM-A36(UNO) n PLATES&BARS-ASTM-A36(UNO) TUBULAR SHAPES-ASTM-A500 GR.B 2 3 3 14'-813/16 14'-91/4 3 3 PP H E APES ASTM-A53 GR.B(UNO)(UNO) G REVISIONS REV.NO DATE BY DESCRIPTION A 07/0712020 MMD ISSUED FOR APPROVAL 1 - ANGLE - VB103 SUNCOR,INC 612 STOKELY DRIVE,DEFOREST,WI 53532. JOB: SES/UNITED TELEPORTS LOCATION:10161 RANGE LINE ROAD,PORT ST.LUCIE,FL 34987 ARCH:BRENT A.WOOD ARCHITECHTURE LLC CUSTOMER:- JOB No. DWG.No. DRAWN BY:MMD CHECKED BY:DVS 1952 VB103 DATE:0 7/0 712 0 2Q 1 DATE:07/07/2020