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BUILDING CODE <br />2015 INTERNATIONAL BUILDING CODE <br />FLOOR LOAD <br />DEAD LOAD 60 psf <br />LIVE LOAD: 100 psf (ASSUMED) <br />ROOF LOAD <br />DEAD LOAD: 60 psf <br />FLAT ROOF SNOW LOAD: 25 psf <br />SNOW EXPOSURE FACTOR (Ce): 1.1 <br />SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 <br />THERMAL FACTOR (Ct): 1.1 <br />WIND DESIGN DATA <br />1. BASIC WIND SPEED: 110 MPH <br />2. WIND IMPORTANCE FACTOR (1w): 1.0 <br />BUILDING CATEGORY: II <br />3. WIND EXPOSURE: B <br />4. Kzt e 1.0 <br />5. INTERNAL PRESSURE COEFFICIENT: NA <br />6. APPLICABLE WIND PRESSURE FOR <br />COMPONENTS AND CLADDING: NA <br />7. WIND LOADING PER ANTENNA TECHNOLOGY COMMUNICATION SPECS. FOR 110 <br />MPH WIND VELOCITY x 2.0 F.S. <br />8. WIND LOADS VERIFIED PER ASCE7-10 29.7.1 <br />9. SERVICE LOADS PER ANTENNA TECHNOLOGY COMMUNICATION SPECS. FOR 110 <br />MPH WIND VELOCITY x 1.0 F.S. <br />SESIMIC DESIGN DATA <br />1. SEISMIC IMPORTANCE FACTOR: 1.0 <br />SEISMIC USE GROUP: 1 <br />2. SPECTRAL RESPONSE ACCELERATION (Ss): 142.0% G <br />3. SITE CLASS: D (ASSUMED) <br />4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 94.5%G <br />5. SEISMIC DESIGN CATEGORY: D <br />6. BASIC SEISMIC -FORCE -RESISTING SYSTEM FOR COMMUNICATION EQUIPMENT <br />7. COMPONENT APPLIFICATION FACTOR: 1.0 <br />8. COMPONENT RESPONSE MODIFICATION FACTOR: 2.5 <br />7. DESIGN BASE SHEAR: SEE CALCULATIONS <br />10. ANALYSIS PROCEDURE USED: SEISMIC DEMAND ON 'NONSTRUCTURAL <br />COMPONENTS' <br />SPECIAL INSPECTIONS <br />SPECIAL INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 2015 <br />IBC, CHAPTER 17. SPECIAL INSPECTION SHALL BE PROVIDED FOR: <br />- STRUCTURAL WELDING (STEEL 1705.2) <br />- HIGH STRENGTH BOLTING (STEEL 1705.2.1) (AISC 360) <br />- OTHER INSPECTIONS AS REQUIRED BY THE DESIGN PROFESSIONAL OR <br />BUILDING OFFICIAL (1705.1.1) <br />- FIELD WELDING <br />- CONT. SPECIAL INSPECTION FOR POST INSTALLED ANCHORS <br />STRUCTURAL STEEL <br />1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM <br />A36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE <br />AISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS99, LATEST EDITION. <br />SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO <br />FABRICATION. <br />2. PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B, UNLESS <br />OTHERWISE NOTED ON PLANS. <br />3. LISS STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy =46 KSI) <br />UNLESS OTHERWISE NOTED ON PLANS. <br />4. STEEL W-SECTIONS SHALL CONFORM TO ASTM A992 (fy®50 KSI) UNLESS <br />OTHERWISE NOTED ON THE PLANS. <br />6. NO ATTEMPT * BEEN MADE <br />TO <br />DIFFERENTIATE BETWEEN <br />- . <br />SPECIFICATIONS._IELD WELDED CONNECTIONS. ALL WELDING IS TO COMPLY WITH AWS <br />AND IS TO BE DONE BY THE WASHINGTON ASSOCIATION <br />iUILDING OFFICIALS (WABO) CERTIFIED WELDERS. ALL WELDING IS TO BE DONI <br />I'Y ELECTRIC .r PROCESS r SHALL PERFORMED WITH • r 0 <br />,.r. <br />c-LECT <br />r• -S AS REQUIRED CODE. <br />7. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDS. <br />S. ARCHITECTURAL PLANS ARE PART OF THE STRUCTURAL DESIGN DRAWINGS <br />AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT <br />NOT LIMITED TO, RELATIVE LOCATIONS AND ELEVATIONS OF ALL MEMBERS, <br />ELEVATIONS LOCATION OF ALL OPENINGS, ETC. THE ARCHITECTURAL PLANS <br />MUST BE USED IN THE DEVELOPMENT OF SHOP DRAWINGS. <br />9. REFER TO ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL SHOWN <br />OR NOTED ON THE DRAWINGS AS TO LOCATION FOR WHICH THE EXTENT IS <br />NOT CLEAR. <br />lummoolvilol MA I I k El kv� Lei Nffim� WIN <br />11. ALL STRUCTURAL STEEL, HARDWARE, AND MISC. STEEL EXPOSED TO <br />EARTH OR WEATHER SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 <br />UNLESS OTHERWISE NOTED. DAMAGED GALVANIZED COATINGS AND STEEL <br />DESIGATED FOR ZINC PRIMING SHALL BE PROTECTED WITH A ZINC RICH <br />PRIMER AND TOP COAT PER SSPC-PS SPECIFICATIONS. STEEL SHALL BE <br />CLEANED PRIOR TO PRIMING. THE PRIMER SHALL BE CLASSIFIED AS <br />INORGANIC WITH A 92-95% METALLIC ZINC IN DRY FILM. THE PRIMER SHALL <br />BE APPLIED IN A CONTROLLED DRY ENVIRONMENT AND MAY CONSIST OF <br />BRUSH OR SRAY COATING WITH A DRY FLIM THICKNESS BETWEEN 2.5-3.5 <br />MILS. AN OUTER PROTECTIVE PAINT LAYER SHALL BE APPLIED OVER THE <br />PRIMER. THE PRIMER AND TOP COAT(S) SHALL BE FULLY CURED PRIOR TO <br />ERRECTION. THE OUTER COATING SHALL BE INSPECTED UPON ERRECTION <br />ON -SITE. ANY DAMAGE TO THE ZINC -RICH PAINT PRIMER SHALL BE SPOT <br />COVERED ON -SITE. <br />12. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO <br />FABRICATION. <br />13. IF THE STEEL FABRICATOR'S SHOP DRAWINGS DIFFER FROM THE DESIGN <br />DRAWINGS APPROVED BY THE BUILDING OFFICIAL, REDESIGN DRAWINGS <br />BEARING THE SEAL AND SIGNATURE OF THE PROJECT STRUCTURAL ENGINEER <br />SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO BUILDING <br />OFFICIAL FOR APPROVAL. <br />GENERAL_ <br />1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT <br />DRAWINGS. <br />2. DURING, CONSTRUCTION PERIOD • ' A • T <br />RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL <br />PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL <br />NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE <br />APPROVED PRIOR TO <br />r•• ERECTION. <br />* � ,err• i r � _ * •• •• • - r • .. <br />4 CONTRACTOR SHALL BE SOLELY RESPONSIBLE • -•, <br />PROCEDURES•SHORINGADJACENT <br />PROPERTY,, STRUCTURES, STREETS i UTILITIES IN ACCORDANCE <br />NATIONAL, STATE AND LOCAL SAFETYORDINANCES. <br />SHALL5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK <br />OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES <br />BE ` i TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED <br />WORK.BEFORE PROCEEDING WITH THE <br />6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. <br />WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR <br />CHARACTER <br />r TO <br />DETAILS SHOWN, SIMILAR DETAILS • - CONSTRUCTION SHALL <br />!�E USED SUBJECT TO REVIEW BY THE ENGINEER. <br />ELECTRICAL8. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND <br />DRAWINGS FORAND LOCATION OF ALL OPENINGS REQUIRED <br />FOR DUCTS,' • i r OTHER <br />TO BE rrCONCRETE OTHERWISE INCORPORATED IN <br />STRUCTURAL <br />, WORK. ALL OPENINGS IN <br />STRUCTURAL <br />R •r SHALL VERIFIED <br />BY _ __ ENGINEER. <br />10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING <br />CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE <br />GUARANTEE OF ACCURACY. <br />r, WHERE ACTUAL <br />, CONDITIONS CONFLICT <br />DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT <br />REVISIONS MADE. •r • DETAILS <br />CONSTRUCTION SHALL NOT B MADE WITHOUT PRIOR WRITTEN APPROVAL • <br />THE ENGINEER. I <br />INCLUDING; <br />11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF <br />THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL <br />CONFIGURATIONS NOT r TO RELATIVE LOCATIONOF <br />MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. <br />12. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. <br />ISOLATORS, FASTENERS AND ANY OTHER ELEMENTS PROVIDING STABILITY FOR <br />MECHANICAL EQUIPMENT MUST BE APPROVED BY THE ICBO OR AN <br />EQUIVALENT TESTING PROCEDURE APPROVED BY THE BUILDING DEPARTMENT <br />AND ENGINEER AND MUST BE `P*•LE OF TRANSMITTING CODE <br />LOADS •* 0 OPERATING <br />rrA OF <br />EQUIPMENT. <br />m <br />v N If <br />C) <br />o <br />� <br />Ln <br />C\1 <br />t� <br />Lu® <br />E <br />O <br />o <br />Lu <br />U <br />o <br />O <br />M <br />L <br />V <br />Ln <br />O <br />O O <br />O O O <br />N C\] N <br />0I o <br />o� <br />Lu _z <br />Fz _� <br />® r, <br />� cv <br />Lu <br />O <br />� <br />Lnuu <br />Lu <br />Lu <br />Lu <br />> <br />o <br />ER 2 12 P <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 02-1 7-2020 <br />5DA JOB NO. <br />890113 <br />