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00-0181-014 �a/G,�ST�•'. �ss� /•.04 r R VISIONS BY .� R w STRUCTURAL NOTES f �/(//.�t�'!' �,�►�GG.>r"' '"•i _- STRUCTURAL DESIGN SHALL CONFORM WITH ALL LOCAL i FEDERAL ORDINANCES AND -.�,.>�df-!}�4 �dD'�_ ' � BUILDING`CODES GOVER NING. DADE COUNTY: • -- - -. I�G��Ar✓. �� D RAW ING DIMENSION& COORDINAT ION: J _ . A/. +q9 ' DIMENSIONAL INFORMATION SHALL BE ' BASED ON THE ENTIRE SET OF CONTRACT ; DOCUMENTS; 'IN" TOTAL. COORDINATE ALL THE REQUIREMENTS OF CIVIL, :`ARCHITECTURAL•, STRUCTURAL, MECHANICAL,. ELECTRICAL,' AND INTERIOR DESIGN DRAWINGS TO USE INFORMAT ION. FROM APPROVED SHOP: DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. '• ; 3 T� REPORT ANY DISCREPANCIES TO THE -ARCHITE T PRIOR TO'PROCEEDING. - �' WHERE'CRITICAL DIMENSIONS CANNOT. BE DETERMI D FROM THE PLANS OR-WHERE "� `� . NEW WORK ADJOINS EXISTING CONSTRUCTION OR ERE ONE MATERIAL ADJOINS A _---r--.---�- -- - r d PREVIOUSLY PLACED MATERIAL. WITH A MORE RICTIVE TOLERANCE THAN THE IN•PLACE MATERIAL. CONTRACTOR- ' SHAL TAKE- FIELD- MEASUREMENTS , AS REQUIRED 'TO COMPLETE SHOP DRAWINGS AND ` INSTALLATION. REPORT ANY �I- DISCREPANCIES EXCEEDING 3%c BETWEEN FIELD MEASURED :DIMENSION AND SCALED DRAWING DIMENSIONS TO ARCHITECT. BEFORE PROCEEDING WITH THE WORK. �1 WHERE .A LINE OF STRUCTURE, -OPENING LOCATION, OR DIMENSION IS CRITICAL; AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR; THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH :7HE-RE UIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND y,r 2 CONSTRUCTION. '. THIS PROCEDURE IS. MANDATORY FOR CURTAIN WALL SYSTEMS AND .► /�J� �; 'E " " '� wi ALL MECHANICAL AND ELECTRICAL OPENINGS. CONTRACTOR 70 VERIFY ALL DIMENSIONS BEFORE PROCEEDING. WITH THE WORK, AND 'REPORT ANY DISCREPANCIES -TO THE ARCHITECT AND ENGINEER FOR �►� � 1 4 `�'' ;s _ --- ---- �� �/2 .� �ci. 3 APPROPRIATE ACTION. �a, • _ - `� .: >/ •<o �!, ..P/2.�����-"r,�Gl.�s2� STRUCTURAL STEEL: - •"�i T { �� ,J.3- �`t>> yYr v'�� l//1/,�,JGo.=-••,�`" ..-- G` ' �.�' /`� f' .�i►'�� ALL STRUCTURAL STEEL SHALL BE: -.DETAILED,. FABRICATED AND ERECTED IN 1 ��,� x ' ��" ' ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN.. INSTITUTE OF. STEEL ., O J • � �,, I _ __-- . . �_ _. ._ _.._._ .. ...,� Y.. ._, _ - . • ....._....�._� _. .--•'•- ,,. � CONSTRUCTION (RISC) "SPECIFICATION FOR THE DESIGN FABRICATION & �` �:: � • ( � - G, �, � �q 112, !/ t ERECTION OF STRUCTURAL STEEL FOR BUILDINGS .. STRUCTURAL STEEL TO BE DOMESTIC ORIGIN AND CONFORM.TO: � � ..% ? . �4 �`} /�''t,,d y `- .- J ANGLES & PLATES.. . . . . . . . : : . ... . . ._: . . . : . :. . . . . . . . .. .: . :ASTM A36 V � 4� PIPE ' .:. . . .: . . . . . . . . . . . . . . . . . . . . . . _.•. . . . . .ASTM A53, GRADE B TUBES... . . . . . . .. . . . . . . . . . ... . . . ' . . . . .. . . . . .ASTM A500, GRADE•B ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH . ASTM A325 HIGH A W: r 1 /2 '` STRENGTH BOLTS OR :WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ a SPECIFICATIONS. < ALL STEEL AT* AND BELOW_ FINISHED GRADE TO BE FIELD � . PAINTED AND COVERED WITH A MINIMUM OF '2" CONCRETE. CONTRACTOR TO VERIFY �''� ��x2� STRUCTURAL STEEL FIRE PROOFING IITH ARCHITECTURAL DESIGN. G 4� '��' �' �, �''�'15 ?,G�"r� ,e��.� ,,•�'a'�T�-�:�=.�� ;3'�G�.,e�-a.�"�1T ' ��:�� al/,�="�'- ��lor,�G��.;:� ✓�/.ST� �,�,�1✓�/�',�f �� ,gm's:".{ -�a �" t '� G,C�/� � %. ,f.. . '�/°�' ter./ • . ✓i✓/!� y'/��.� 1 : x ✓'/!� G.42 v ��'�- .�� ��U/�'�',�'�.�. �®rir./T/s./.� ��,� r�TT.��i�l�',�,/T� 5�-�- /Gli�/,�' Si°.��/�/G�i.>�..,��• 1���/may ��G•��/�;��/ h�''� -��-���':.�.-�l�� ,�i�'�,,��'�',`'�`.� ', /' � �� � � � 1 - % f/�:;.''I'"' i'I � :.��.'�-�.�-:,!'`���:�s'`,,•,'�':�/f G-Gam••--.'�/�. "'�.°�".".,-/f`.� �'✓..{"''/. �.�T��j�TG, �G'�irJ/";-..�'- ,�`�� �I'`�/� 1�r�0f✓/! �"� '` � � �, . /r..- •�"«Ar-, '- t";1�1 "'..�',Fi rV G+� "^ '`--� '' , G+ •T•'' `"'.•`:/ . l4l S{, 4� 27,�"='..i- �.^�'vTw�1G-J'Y!�' i�'Y /'/'lit/. f�T-� �'� s'.' .� 'i..• ,r! ,/t/'G! `.c-"'.�= `n , �1`i✓�i C'/''—� r� '� ��//�� �✓ DESCRIPTION A/C Equipment for SFIRM *** DESIGN WIND LOADS - ASCE 7-93 '*** *** COMPONENTS �AND CLADDING *** OTHER STRUCTURES / ll�. ✓' dam? f� M�� �J��1G. WIND VELOCITY = 110 MPH \� EXPOSURE CATEGORY . = C BUILDING CATEGORY = 1 t IMPORTANCE FACTOR 1.05 w \ 5 STRUCTURE IS WITHIN 100 MI OF HURRICANE OCEANLINE' s• ,f �' IN SOLID SIGN 0-V x2l MEAN ROOF HEIGHT = 53 .0 FT' Kh 1:149 qh = 39 .2 ' PSF Gh 1.209. DISTANCE, .Z = 53 .0 FT,, Kz = 1.1149 qz, - 39 .2 PSF Gz = 1.209 I X14 SIGN I SIGN -WIDTH = 28 .00 FT I � ',— - • - 3 � `off ¢'ice �,�... ABOVE GROUND SIGN WIND LOADS L p �-rTd. � � .� �� '.'� � Cf _ 1.20 _ I .��-1�;t:. GAG, �"`• I �+� _ 4781 LB. 3 ..-� /�Tf P 56 ._9 PSF _► Ave E)SfIT 0 H --�/vq DRAW N �•- V 1 ('��. ✓'-/�++©��� ( CHECKED _ . 1 / �',�►'"..�� /"SFr, � ��� �.� r'? .✓ A �• � G9 � � . ../ � s•'» I `� �� SCALE . sae N'a Sm LpAm P.E.•94300 ` Sam Lyybkin, 'PP.G. SHEET T _v y i Forum Sukft 2632 BmlevaM ,F �r •. • Sui�r.104 t1o11yw�oN.. lorlda�33020 ' Tye TO TM BEST OF THe ENOrrEERB KNOMA EOOE,THe PLANS t:J • f 1 Al '-T MDBPEGFICA710NSSYTiIEENONEERWii THIS BULOMK� OF SHE COMPLY WffH THE APPLICABLE MINIMUM SURDING OOOES •rf a` 8�1 NATIONAL PRINTFAST NO.186A-24x36•ns,