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00-0176-013 - - REVISIONS BY STRUCTURAL H0TCS ' J fj�,.t✓'r /GG,v' -'n STRUCTURAL DESIGN SHALL CONFORM WITH ALL LOCAL & FEDERAL ORDINANCES AND t BUILDING CODES GOVERNING DADE COUNTY: DRAWING DIMENSION i COORDINATION: . G�G�9�"-:'i✓_-�.'�,-mow �Y • DIMENSIONAL` INFORMATION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT k ' _ DOCUMENTS IN TOTAL. COORDINATE ALL THE REQUIREMENTS OF CIVIL, ARCHITECTURAL' STRUCTURAL MECHANICAL ELECTRICAL AND INTERIOR DESIGN x - ---- ------ - ''� ' ' DRAWINGS TO USE INFORMATION: FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY, t pp REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. S_ � ,�r.� WHERE.CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE �� ri/: ,�'�-= �-••�- y�- � � r NEW WORK ADJOINS EXISTING CONSTRUCTION, . OR WHERE ONE MATERIAL ADJOINS A Cos p '�� "/ ` �_. ____.____T �_� PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN THE .� IN-PLACE MATERIAL. . CONTRACTOR' -SHALL TAKE' . FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT' ANY �-a� 0- t ¢• , r` ��L,B ,/. DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASURED --DIMENSION AND SCALED �'` ,� -� — . �' /9 3� ����� .J�r �/'�'' DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. ! .-3,p 2• .���_ WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL 10 , /fQlJ1 — �l�f�lf 1 ✓ AND' BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR; THAT DQ S/ 5 ! 1 rte° � "� �,;;� ;✓.�� SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH_THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND _�___ :.,_3,, _,_.___ ___.•. _ �-� 2 CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS AND . � � ALL MECHANICAL.AND ELECTRICAL OPENINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING. WITH THE WORK, N AND, REPORT ANY DISCREPANCIES -TO THE ARCHITECT AND ENGINEER FOR APPROPRIATE. ACTION. Q.I f ! ��' ,�;� _�JZ��G/ `�� GG�� �`'. STRUCTURAL STEEL: ' ALL STRUCTURAL STEEL SHALL BE, - DETAILED, FABRICATED AND ERECTED IN M _ ___ ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN- INSTITUTE OF STEEL ( J. X . si - - '� �----�--• '- � r _ - -�^ '' CONSTRUCTION (AISC) "SPECIFICATION FOR THE DESIGN FABRICATION & �"• U `�4 ( ]� -��, �,� G.�. � ; /�Z}! �Y 2� `7"k` Ji /aij /`� ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . STRUCTURAL STEEL TO BE z clot W `.� 1 �' �J�t"'�t11�1� �► ; - DOMESTIC ORIGIN AND CONFORM T0, I. _.... I (r' t � •'tad y `� �f ANGLES & PLATES. . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . .ASTM A36 PIPE . . ASTM A53, GRADE B i l .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .ASTM A500 GRADE•6 crl m TUBES.. ._. . . . . . . . . . . . . . . . . . . . . . , i f/ ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH ' I Y5 $�� 2�1�d� STRENGTH , BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ w E-" SPECIFICATIONS. ALL STEEL AT- AND BELOW FINISHED GRADE TO BE FIELD •� . , PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. CONTRACTOR TO VERIFY STRUCTURAL STEEL FIRE PROOFING WITH ARCHITECTURAL DESIGN. /�lx���%�/�! - ________._._-__ --•---------------- � � 5 /�;r/� 2..,�,��."'T J f f _ .• �,,.��.rte ^- �'.� �, U Al kit, / / ' p .: +I I / +► .�3�-�,�,�'.�•'�-z�,� GGi�G�-�"'.r.:�.:�.:s:- �;.�.-„ 6�°'. � - �¢-� - �,A�,�.�r.� /L/.�- � �' �jy�t/ rJ Gam', . �-�• - ,�r�,d.c�'s�•r ,.,,y .�,�'�� j, 1 �, ��°-� f� �.�1//�.�'�','.�i ,�I�l/i✓Ti'�.1•' �/.',� �TT.�'�.�iY1��/T� -- 5�-� /�iU� .Si°.�G/.�/��ie��.�-;,r • f//,��i.�'y.: �G©G���.a-�� �.✓�x�-�,.s:....%-v�o.�/ .C��...�;•�/��', ,y /`� f/j r�. x � , �� - • �� - � !��' � - / ✓.� .i/ �..,r�, .��rr",-^.��.�/.Gti /dam 1�i� a..� �.�:' � G�G�/�.�. n� t 411 yG �v/.r1: DESCRIPTION A/C Equpment' for SFIRM ` Y *** DESIGN WIND LOADS ASCE 7-93 *** COMPONENTS ;AND CLADDING OTHER STRUCTURES 1 WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C INA BUILDING CATEGORY = 1 ► IMPORTANCE -FACTOR = 1 .05 14114W 60 1.11, STRUCTURE IS WITHIN 100 MI .' OF HURRICANE OCEANLINE ” s -' ,.- �. Ax-4X - -� SOLID SIGN MEAN ROOF HEIGHT = 53 .0 FT' Kh = 1 .-149 qh 39 .2 PSF Gh = 1.209. DISTANCE, Z = 53 .0 FT• 'Kz = 1 ..149 qz = 39 .2 PSF Gz 1.209 �t� � SIGN WIDTH T = 28 .00 FT SID tt �.� �,� ` I �• � ,, � t l�Y��f E ABOVE GROUND SIGN WIND LOADS Cf _ 1.20 I ,✓�cS�.� GAG. r' i I �t F _ 4781 LB P = 56 .9 PSF - )/ / a ►vwIDebww.rowuem.+"*..•eqW:.&e..ai'TMw.+r+•f.s.vnr.+ry...vl,wlwruw•l.xarsfU.Pw.¢cca,oG°.%�+'.ra+m.nwv_we.•s.,.-._. , , 1 DRAWN G ♦ �DJ�fl`� �' CHECKED �,/,•-'� C/ � / � •'� T �'"� { { � DATE - �/'��'.��•'�.�°�'"�f. O Gi/ /�.�� C�� .�{';'r/,J/!-'+� �ialo" �'�� /�e�P�:T:"w P"`+ /'�/�/�. ��;JJ � �� SCALE �•�'// tad/.�.G/_�_�.� G,*.'/..�' G•��'' �_ r j- .� ,� _ p 7 I� .�'o/ !'Ifs% / I ' J O & �/'���1�. ./�.�"'�i.•�.A✓« � � Sim ly�tt�PF./31300. �G3 ""p�^, Sam Lyubkin P.E. 'SHEET' w• �// �'�:i'�� / i - ��� ICJ ..,. � Forum Build' 2632 H Boulevard F!c Suits 104 . lorkla 33020 TO 111E DEBT OF THE ENGINEERS KNOWLEDGE.THE PLANS �; 0 1 .•�,v` ' AND SPECIFiGTOND BY THE ENGINEER FOR THIS BUILDING W1 COMPLY WWH THE APPUCABLE MINIMUM DUUDINQ OODEB ••'d� gw O F SHEETS NATIONAL PRINTFAST NO. 186A 2406 nyn ;x