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1.0 GENERAL REWREMENTS
<br />SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION,
<br />REQUIREMENTS AND APPROVED MATERIALS
<br />A LIVE LOADS: ROSK CATEGORY:
<br />RISK CATEGORY IV
<br />MIND:
<br />BASIC WIND SPEED: Vult=115 MPH
<br />BASIC WIND SPEED WITH ICE: 30 MPH WITH 0.25" ICE
<br />EXPOSURE C
<br />Kzt: = 1.0 NO WIND SPEED—UP EFFECT'
<br />SEISMIC:
<br />DESIGN CATEGORY "D", SITE CLASS D, SS= 1,31 S1= 0.50
<br />B LEGAL DESCRIPTION: SEE SHEET T-1 FOR ABBREVIATED LEGAL DESCRIPTION.
<br />C DRAWINGS: THE DRAWINGS ARE INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE OF WORK.
<br />CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE PROJECT MANAGER 1N
<br />ADVANCE ABOUT ANY UNFORESEEN CIRCUMSTANCES NOT DESCRIBED IN THE DRAWINGS BEFORE
<br />BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. EXISTING
<br />UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS
<br />NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.
<br />D ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
<br />PROJECT MANAGER WILL DEFINE THE CONTENT OF ANY IN QUESTION.
<br />E REPETITIVE: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY
<br />OCCUR ON PLANS, ELEVATIONS AND SECTIONS; REFER TO DETAILED DRAWINGS, CONTRACTOR TO
<br />PROVIDE COMPLETE PROJECT AS IF DRAWN IN FULL.
<br />F CODES/PERMITS/REGULATIONS: WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE
<br />PERFORMED UNDER SEPARATE PERMITS INCLUDES BUT IS NOT LIMITED TO MECHANICAL/ELECTRICAL
<br />WORK
<br />THE OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES UNLESS OTHERWISE NOTED IN THE
<br />CONTRACT DOCUMENTS.
<br />NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN
<br />INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN
<br />THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR
<br />REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT ONCE AND CEASE WORK
<br />ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED.
<br />THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE
<br />LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES.
<br />ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS JURISDICTION BUILDING CODE AND FIRE
<br />CODE AS ADOPTED WITH CERTAIN AMENDMENTS IN THE BUILDING CODE. IT IS THE INTENT OF THESE
<br />DOCUMENTS TO COMPLY THERETO. WORK PERFORMED IN VIOLATION OF THE LOCAL CODES, OR
<br />ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER.
<br />G CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE
<br />MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES,
<br />THE LAWS OR ORDINANCES SHALL GOVERN THE INSTALLATION NOTIFY THE PROJECT MANAGER OF ALL
<br />CONFLICTS. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE
<br />DONE AT THE CONTRACTOR®S RISK.
<br />H DIMENSIONS: SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. PROJECT
<br />MANAGER BEARS NO RESPONSIBILITY FOR THEIR ACCURACY. DIMENSIONS ARE SHOWN TO FACE OF
<br />CONCRETE, TO FACE OF CLADDING AT EXTERIOR FRAMED WALLS, FACE OF FINISH AT INTERIOR WALLS,
<br />AND CENTERLINE OF OPENINGS, UNLESS DETAILED OTHERWISE ON DRAWINGS. CONTRACTOR SHOULD
<br />REVIEW AND VERIFY ACTUAL CONDITIONS BEFORE FRAMING BEGINS AND NOTIFY THE PROJECT MANAGER
<br />OF ALL CONFLICTS,
<br />DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND
<br />ACTUAL FIELD MEASUREMENT. NOTIFY THE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND.
<br />CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK.
<br />THE CONTRACTOR SHALL VERIFY ALL ROUGH —IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND
<br />INSTALLED BY CONTRACTOR OR OTHERS.
<br />THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS,
<br />WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT AND SHALL
<br />VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.
<br />I FIRE STOPS: FIRE STOPS IN WALL, OR CEILINGS, ETC. SHALL BE PROVIDED PER JURISDICTION BUILDING
<br />CODE. SECTION 7 REQUIREMENTS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS,
<br />INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES
<br />AND AS REQUIRED BY FIRE DEPARTMENT.
<br />J SHOP DRA NGS: PROVIDE SHOP DRAWINGS FOR THE PROJECT MANAGER/OWNER'S APPROVAL AND AS
<br />REQUIRED BY GOVERNING JURISDICTION PRIOR TO CONSTRUCTION.
<br />2.0 SITE WORK
<br />A HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS (ASBESTOS, CHEMICAL WASTES,
<br />PESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. AFTER MUTUAL AGREEMENT
<br />BETWEEN CONTRACTOR PARTIES AND SUBMITTAL OF A WRITTEN CHANGE ORDER CONTRACTOR IS
<br />RESPONSIBLE FOR REMOVAL, DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW. OWNER TO ADVISE
<br />OF KNOWN EXISTENCE.
<br />B PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE- NECESSARY PERMITS WITH
<br />THE GOVERNING AGENCY FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO
<br />CONSTRUCTION.
<br />C SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES OVER
<br />THE ENTIRE SITE INCLUDING ADJACENT YARDS, PASSAGEWAYS AND AREAS WHERE PERSONS NOT
<br />ASSOCIATED WITH THE CONSTRUCTION PROJECT MAY BE PRESENT
<br />� � �. I � 1 �• i I `�
<br />5.0 APPLICABLE
<br />A TIA-222-G: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS
<br />B IBC: INTERNATIONAL BUILDING CODE, 2015 EDITION.
<br />C ASTM: STANDARDS FOR BUILDING CODES, LATEST EDITION.
<br />D ACI 301: AMERICAN CONCRETE INSTITUTE, SPECIFICATIONS FOR STRUCTURAL
<br />CONCRETE, LATEST EDITION.
<br />E ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS
<br />FOR STRUCTURAL CONCRETE, 2014.
<br />F ACI 315: AMERICAN CONCRETE INSTITUTE, DETAILS AND DETAILING OF CONCRETE
<br />REINFORCEMENT, LATEST EDITION.
<br />G ACI 530.1: AMERICAN CONCRETE INSTITUTE, SPECIFICATION FOR MASONRY CONSTRUCTION, 2013
<br />H CRSI: CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARD PRACTICE, LATEST EDITION
<br />I AWS: AMERICAN WELDING SOCIETY, STRUCTURAL MELDING CODE, LATEST EDITION.
<br />J AISC 303: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, CODE OF STANDARD PRACTICE
<br />FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION
<br />K AISC 360: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SPECIFICATION FOR STEEL
<br />BUILDINGS, 2010
<br />L NDS: NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION, AMERICAN MOOD
<br />COUNCIL (AMC) 2015
<br />M ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
<br />SPECIAL6.0 INSPECTION
<br />A A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER, SHALL
<br />PERFORM PERIODIC INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2015 CHAPTER 17
<br />(SECTION 1705) FOR THE FOLLOWING CONSTRUCTION WORK:
<br />B * STRUCTURAL CAST —IN —PLACE CONCRETE AND STEEL REINFORCING.
<br />* PLACEMENT OF CONCRETE AROUND BOLTS AND EMBEDDED ITEMS.
<br />* INSTALLATION OF POST INSTALLED BOLTS AND REBAR.
<br />* STRUCTURAL HIGH STRENGTH BOLTED CONNECTIONS — ANSI/AISC 360-10 TABLES N5.6-1, 2 & 3
<br />* FIELD AND FULL PENETRATION STRUCTURAL WELDING — ANSI/AISC 360-10 TABLES N5.4-1, 2 & 3
<br />* STRUCTURAL MASONRY — TMS 402, ACI 530, ASCE 5, TMS 602 ACI 530.1 AND ASCE 6
<br />* SPECIAL GRADING, EXCAVATION, AND STRUCTURAL FILL.
<br />* PILING, DRILLED PIERS, AND CAISSONS.
<br />* STEEL REINFORCING IN CONCRETE.
<br />* MISCELLANEOUS SPECIAL CASES, INVOLVING CONSTRUCTION UNDER HAZARDOUS OR
<br />UNUSUAL CONDITIONS.
<br />C REPORTS SHALL SUBMITTED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE, 2015
<br />CHAPTER 17.
<br />D GENERAL CONTRACTOR TO SCHEDULE ALL "SPECIAL INSPECTIONS" WITH SAID TESTING
<br />AGENCY BASED ON WORK PROGRESS. CONTRACTOR TO NOTIFY OWNER AND PROJECT
<br />MANAGER 46 HOURS IN ADVANCE OF SCHEDULED TEST PROCEDURE
<br />E THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING
<br />DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER IN ACCORDANCE WITH IBC
<br />2015 CHAPTER 17.
<br />RCA
<br />TELECOM
<br />233 SOUTH SMACKER DRIVE
<br />SUITE 4300
<br />CHI CACO, IL 60606
<br />31 2.244.3300
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