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00-0104-001 , . ,, . . . - . . . 'd. , . I , I-I 1 . . , . ism _ t�."�� 1 . I I , I.., ­ 11, i . I ... . . I . � I 1, I � I I 1. . . _11 � 1 -I -I . .I I �I I . . I . . : . I : - _,.-ff , :. -_ �.J T'' .J � PL ' � % T . S I .11..I I . -- - ' ­, .,.­ ". . , i:�:.�.!,! ''�,_',� :­ - - - ,�i�I.".. ,.* !:"..,,�..'i�"I'�...rl".,�.'�",":' I -_ : 11 1 _ I � I ­ .. I .I . � . . . I I . � . . .I . ­­ . I 1, � . . . I I � : �,,�''I''. .,..,. *,�,�, ,,�,� ', ., ',�"%�,:�:..,.';',,�.�'�� � .� � __ 1 _ 1 . I I. I I . ._ I.., ; I., .. 1 . �. I . � I � I �1 . i . I .. . I . I • .. _ ... . . . • I 1 . 11 . . � . I . . I I*,� ' 'I :. 1 . . � . . " . � I . -I- � . GENERAL. All dimensions. shall be :verified b � contractor at the 'ob site and in. case .of an `1 . J Y . - - • ' discre anc ._ in .drawin s architect and or en sneer shall be notified and obtain P y � a - _ , 9 . ,.: ,..�.ay. , ' . their a roval before x oceedin with work. Contractor shall . cam 1 wrath all the P 01/4 �, .fir,g . . . . . 11 P P P y . . - rovsions of: the' South .Florida Bu�lctm Code and ' the ACl . 318 .95 s ecificati x,a:11 P - P ns. : . • o Coordin I . 1 of the work of all. trades structural, lumbin electrical . air I 11111 . _ . P I ,11 conditinnin and architectural at the time of erecting the buildin structure . . g g . is contrai�ctor, .' ons biht No additional a ents shall be made to the . . p y p I :i I for :the contractors failure to correct conflicting field conditions 1. . after' the structure -has been. erected. The en ineers. shall not be res onsible• for I P . g . - nor have. conta of or char a of contructiorl means. Methods of sequence, or . g, q • I x ocedLires, or for '. sfet recautions and ro rams. All chap a orders must be 1. . P, y p P g . si ned and a roved b the owners riot to a royal b . the architect and or . • g PF y P PP 3' 39'� ;� .. � y cv� en 'meet. Stru� ct�aral calculations shah. be based on wind velocit of 110 '111iP:H I. g� • y . P1 1.1 (irn o�.taA a factor) equals to 120 MPH,, and 'procedures in ' accordance I�� I .' 't��k �'X .1 {1., - . . with ASCE 7 95. Also • ne.eds to �cornply with the ' South Florida Building Code, stabilit, of buildin s T�'�: ��� 1 '. . - .�' g 2 �' "11 .1 1 S e g all F� `212 96"- _ 0 . . .STRUCTURAL Shall be A.STM A--36. Bolts ,ghall be high strength ASTM A-325-X. . Stainless to 1 Ali �reTclin sh 1. � _ k be erformed b certified. .welders. All structural steel- shall . be,�free - of rust oil . . S P Y . . . _. and scale. Contractor shall submit sho • drawin s . for a roval rior to fabrication.1.. _ 4 P . g pp , P `'� ,, AT 1/4 . THICK A UMIUM AT n 1/4 THLCK ALUMIUM PL E L PL E . All sthuetuYal steel .shall be coated wiEh one chop coat rust inhibitive paint. All I SIGN BY OTHERS FASTEN TO 2x5 STEEL TUBE - - ©roux' ,nU.Q' :'AUOpm a Vj6,; members shall be weld to Ae velop full .�tr�,ngth with E 6U and E 70 electrodes. - , I . �, o wd ou' os�'ac4 iTtn a>•le�lat , . . ;SEE ARCHITECTURAL PLAN 1, ly ' 1 111/ ' 11/ ' W 4-1/4' STAINLESS ST E 11, 1 z z I 1 z z E L a . . e 1i ;.�• ALUMI UIVi Alupninum Shall Be 6961--T''6 - ��... I :=�. POWER DRIVEN FASTENER ,- 4 >noe ue`�0 a4 d� 'oe ua>dan sa�ok. is , I e I + 1 I - j e past•-wtdyxtt,'aspireeiac�. ".1",1¢s Elerat aloe► �� -- _ 1/4 THICK ALUMIUM PLATE ALUMINUM ANGLE SUPPORT -i<r 1/4' POW I. ER 4 , . 1 I li � A I 1i I li pl OQ ECT.: , ` 1 r�, O DRf VEN EA5TEh1ER z =1r� L I-1/2X1-1/2x3/16 1 Iz i l lz Iz U� @ `�l a��� _ „ " -a 0 6' C.C. ITYPJ , ,` 5 I/2 X 4 CLEAR MILL SIN. �, .ALUMINUM,ANGLE SUPPORT' THE SH®PS A�' UNSEt'�'LACI 1 .. - _ .DSD WALL ALUM. RACEWAY . , iv SOUTH IV I,U�LO tlDA - O ? -=i�a 114" OW ;_I 1 .. - - P ER .. -IC _ _e ., , s I d X LE ILL FII�I. '� DRIVEN FASTENER ;11;F I/4' THICK ALUMIUM`ANCHOR PLATE - I I ' G AR h'1 --1" KE`1( PLAN. - A ` FASTEN TO 1aACEWAY ANGLE SUPPORT -- -- ---- --- -�-- ---- --- - --- DSD WALL THICKNESS RACEWAY. ---- n . - _ ' W 4-1/4. 5TAINLES5' STEEL I f - _- -- - - , _- __ f _ _..11 1 ��` .. POWER DRIVEN.FASTENER i , , �- -I f .; { 1:4..". 4 I { + . ! i I Q Q --I(�0 I ------1----- ----- :A 1 1 .. ----- 1 ---- ------ I I/4 POUJER ,--- - � �. 1 ' DRIVEN EASTENE2 O "`� . I I't � .� ,::, I --IN _ I _ - •--I'V ^I� , 1/4 THIG4. ALUMIUM PLATE b FASO EN TO, RACEWAY ^-KV ; -1<t I/4` THICK ALUMIUh( PLATE �.�.•, "t. F . ANGLE SUPPORT "t I m . 1 FASTEN YO RACEWAY 4 CONSIJLTANTSe ----. 4 1/4 POLUER =ice W/ 4-I/4 STAINLESS STEEL u ,� , . !/4 THICK ALUMIUM PLAT 8 ,GNGLE SUPPORT.T ..! 1 DRIVEN FASTENER POWER DRIVEN 1ASTENER E -_ ' zz/" o gtgr15.�o� _�.� FASTEN TO RACEWAY 8 ANc�LE SUPPORT --�<r W/ 4-i/4' STAINLESS STEEL ; ,.,;1 .INTO 2x5 STEEL TUBE 2" „ W/ 4-1/4' STAINLESS STEEL 1/4" POWER "� POWER DRIVEN FASTENER �°�--" ",1. I I-1 TYP. , 2 POWER DRIVEN FASTENER IV FAST N 1. I 2X5 S�EEL TUBE STRUCTURAL ) DR EN E ER. 11 IN 2x5' STEEL TU Q 611 C C 4 1/4' POWER STOREFRONT SUPPORT . TO 8E "", . F r , DRIVEN ASTENER . , " �Q I �- 2X5 STEEL TUBE, STRUCTURAL INTO 2x5 STEEL TUBE I "Ill STOREFRONT SUPPORT . 1:. • : Tir['LE: . TiTL � � 1 �' ET�CN 1 . (: Ti`f LE2 L � , scAL 3" - ,'-r�' �-, , s-1 s� r��N SGAL�% 3 - 1 -� SE�TfC�N TiT'LE3 3 S V ALE% 3' - I'_m' S•1 Scale: I _ SCALE% 3' = it-D' S-1 . SG�LE x 1. . 1 . ELECTRICAL POWER TO RUN Date Dmwiu •': . . WITHIN 'TUBING EXISTING DATE = `I . TO INTERIOR JUNCTION BOX ALUM. ; t . � . . 1. . 1. . � 7 , � I I� .I. , . MULLIOCJ I Dm" :by Q.e&4x1�~bq' . . . . . 1' 9 s AWM'BY � CHECIQ BY�;:: 4* DR .; . " . . �+ • r Noi Date:` Rea�t� r� 5'- 9 1 9' t-1" l o--= . t 3' I1' z f (�'_4" �+ l 1?J237gs 1f, 1 S-1 3r-- r . PLAN , _t A PLAN . ' N.T.5. . . N.T.S. ---- -•-, ., ',, � . 4wi �► rHASF:. 1 EXISTING Y ' GLASS ❑ Site' Bey.I .1 T,e TRANSOM - �1.❑ Predesign S; .1. L , . _ . .. . . ❑ Schematic I coign ❑ Deli 'DaveA' >si>k I �` El PI t 'I?ocument 1 _ ® ❑. Bid'I?ac�emmex�t tom-- - - - - - - - - - - ,Op 7- c� :: ❑. COnstrurtio�i Dcx:ume�t C .. I I I I I � . �r ,1 , �� ❑ Suppleml2nt Infcniri�`ltlOri I �*.. . ,t � ; " I -Ft I __�� - - - - . . . . ❑ PI@S1".11t8G�0I1 .� '� - - - - ,R - - P a SIGNAGE FONT TO BE SANS SERIF, . _ P IVI Y . . U RC D AR 0 K E TW R SHALL . S - RBAN OUTFiTfER5• '_"_".'_" g . EVATION - S-1 ��: ,­ 'I i . 116 A �' 1■��1■*._ , , . I .11 . I . 7 L . ,. tR�AB ENGINE R NG,. ELE!/ATICIN � � I �,, �;,�_ u „ CONSULTI,NG ENGINEERS. . . . 1' . , � .'�,��N.T.S. L c al ,,,,y I`Jb 005546p ,�. 11900 BIS�AYNE BLVD., SUITE 508 ����` ��. ' ' � NORIIINIAAiI, FLORIDA 33181 1 F PHONE NO. (305) 891-5049 FAX. NO. (305) 891-0504 1 ''R� f�/��iz 4 -, 0 ,, . ED NUMBEk. ?488 PE N0. 334&0 _1.n i. # ,++ P , I. :, 1�f " E 1 _ �'A�3'49.y',d'p ek4rR �:61 , I I I I . I I I . �' _ - - 1 _ ::u - r . .. -,. . . . , .. _ 6 .11.: _ ,.6. 1