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1.0 GENERAL REQUIREMENTS
<br />SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION,
<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 IN
<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 OIRDINANC17S SHALL GOVERN THE INSTALLATION NOTIFY THE PROJECT MANAGER OF ALL
<br />CONFLICTS. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY 01= 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 AIRE 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 />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 DRAWINGS: 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 SOIL CONDITIONS: THE PROJECT MANAGER ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL
<br />CHARACTERISTICS OF THE SOIL, NOR ACCURACY OF ENGINEERING DATA SUPPLIED IN THE SOILS
<br />REPORT.
<br />C 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 />D 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 />E SETBACKS: IF APPLICABLE, ALL SETBACKS WILL BE CLEARLY MARKED ON SITE AND VERIFIED BY THE
<br />BUILDING INSPECTOR BEFORE ANY CONCRETE IS POURED.
<br />F STREET TREES: THE CONTRACTOR SHALL CLEANLY CUT TREE ROOTS EXTENDING INTO THE WORK
<br />AREA. STREET TREES SHALL BE PROTECTED ACCORDING TO GOVERNING JURISDICTION STANDARDS:
<br />MAXIMUMG SO�L COMPACTION: THE CONTRACTOR SHALL COMPACT DRY r 1 METHOD D1557.
<br />�
<br />H GEOTECHNICAL:
<br />NO GEOTECHNICAL REPORT WAS REQUIRED FOR THIS PROJECT. THE FOLLOWING PRESUMPTIVE
<br />LOAD BEARING VALUES PER 2015 IBC, TABLE 1806.2 FOR CLASS 4 MATERIALS ARE ASSUMED:
<br />A. ALLOWABLE BEARING PRESSURE: 2000 PSF
<br />B. ALLOWABLE PASSIVE EARTH PRESSURE: 150 PCF
<br />C. BASE COEFFICIENT OF FRICTION: 0.25
<br />THE RECOMMENDATIONS PROVIDED IN THESE NOTES FOR THIS PROJECT MUST CONFORM TO
<br />THESE SAME CONDITIONS.
<br />I EROSION CONTROL: IT IS NECESSARY TO OBTAIN PERMITS FOR ANY PROJECT THAT WILL
<br />DISTURB THE SOIL AND JEOPARDIZE WATER QUALITY AND HABITAT. IN ORDER TO REMAIN
<br />IN COMPLIANCE WITH PERMITS AND THEREFORE, JURISDICTION STANDARDS, THE FOLLOWING
<br />EROSION CONTROL PRINCIPLES SHOULD BE FOLLOWED:
<br />1. DESIGN PROJECTS TO FIT THE NATURAL TOPOGRAPHY, SOILS, AND DRAINAGE
<br />PATTERNS,
<br />2. EMPHASIZE EROSION CONTROL RATHER THAN SEDIMENT CONTROL.
<br />3. MINIMIZE THE EXTENT AND DURATION OF THE AREA EXPOSED.
<br />4. KEEP RUNOFF VELOCITIES LOW.
<br />5. RETAIN SEDIMENT ON THE SITE.
<br />6. SCHEDULE MAJOR EARTHWORK DURING THE DRY SEASON.
<br />7. THOROUGHLY MONITOR THE SITE AND MAINTAIN THE ESC MEASURES.
<br />S. FINAL STABILIZATION OF ALL DISTURBED AREAS WITH VEGETATION OR OTHER
<br />MEASURES.
<br />9. REMOVAL OF ALL TEMPORARY ESC MEASURES AND FINAL CLEANING OF ALL
<br />PERMANENT FACILITIES SUCH AS CATCH BASINS AND PIPES.
<br />CONTRACTOR SHALL FOLLOW THE ABOVE GUIDELINES AND ASSIGN THE ON -SITE ESC
<br />SUPERVISOR TO OVERSEE THE BMP'S ON AN ONGOING BASIS OVER THE LIFE OF THE
<br />PROJECT. THE SUPERVISOR MUST INSPECT THE SITE A MINIMUM OF ONCE A WEEK DURING
<br />THE WET SEASON AND WITHIN 24 HOURS OF A STORM EVENT. THE SUPERVISOR MUST BE
<br />AVAILABLE 24 HOURS A DAY IN ORDER TO RESPOND TO ESC EMERGENCIES. A CONTACT
<br />NUMBER MUST BE CLEARLY POSTED ON THE JOB SITE.
<br />CONTRACTOR SHALL CONSULT WITH THE ESC SUPERVISOR TO DETERMINE WHICH EROSION CONTROL
<br />DEVICES ARE BEST SUITED FOR THE SITE PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL MEET THE
<br />REQUIREMENTS IN SECTIONS 9-14 AND 9-33 OF WSDOT 2015 STANDARD SPECIFICATIONS (M41-10).
<br />EROSION CONTROL BLANKET
<br />* ORGANIC TEMPORARY EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING
<br />REQUIREMENTS:
<br />1. MADE OF NATURAL PLANT FIBERS.
<br />2. HAVE A MINIMUM WEIGHT OF 8 OZ./SQ. YD. AND A MINIMUM LIMITING SHEAR STRESS
<br />OF 0.45 LB./SQ. FT.
<br />3. NETTING, IF PRESENT, SHALL BE BIODEGRADABLE OR PHOTODEGRADABLE.
<br />* PERMANENT EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING REQUIREMENTS:
<br />1. CONSIST OF UV STABILIZED * FIBERS, FILAMENTS, AND NETTING.
<br />2. HAVE A MINIMUM WEIGHT OF 8 OZ./SQ. YD. AND A MINIMUM LIMITING SHEAR STRESS OF
<br />1.5 LB. /SQ. FT.
<br />*UV STABILITY (MINIMUM 80 PERCENT TENSILE RETAINED) ASTM D4355 (1,000 HOUR
<br />EXPOSURE).
<br />CLEAR PLASTIC COVERING CLEAR PLASTIC COVERING SHALL MEET THE
<br />REQUIREMENTS OF THE NIST (NATIONAL INSTITUTE OF STANDARDS AND
<br />TECHNOLOGY) VOLUNTARY PRODUCT STANDARD, PS 17-69, FOR POLYETHYLENE
<br />SHEETING HAVING A MINIMUM THICKNESS OF 6 MILS.
<br />GEOTEXTILE-ENCASED CHECK DAM
<br />THE GEOTEXTILE-ENCASED CHECK DAM SHALL BE A URETHANE FOAM CORE ENCASED IN
<br />GEOTEXTILE MATERIAL. THE MINIMUM LENGTH OF THE UNIT SHALL BE 7'. THE FOAM CORE
<br />SHALL BE A MINIMUM OF 8-INCHES IN HEIGHT, AND HAVE A MINIMUM BASE WIDTH OF
<br />16". THE GEOTEXTILE MATERIAL SHALL OVERHANG THE FOAM BY AT LEAST 6" AT EACH
<br />END, AND SHALL HAVE APRON TYPE FLAPS THAT EXTEND A MINIMUM OF 24" ON EACH
<br />SIDE OF THE FOAM CORE.
<br />WATTLES
<br />WATTLES SHALL CONSIST OF CYLINDERS OF BIODEGRADABLE PLANT MATERIAL SUCH AS
<br />STRAW, COIR, OR WOOD SHAVINGS ENCASED WITHIN BIODEGRADABLE OR PHOTODEGRADABLE
<br />NETTING. ROLLS SHALL BE AT LEAST 6" IN DIAMETER.
<br />COMPOST SOCK
<br />BIODEGRADABLE BURLAP FABRIC FOR COMPOST SOCK AND COMPOST WATTLE SHALL BE
<br />CLEAN, EVENLY WOVEN, AND FREE OF ENCRUSTED CONCRETE OR OTHER CONTAMINATING
<br />MATERIALS AND SHALL BE FREE FROM CUTS, TEARS, BROKEN OR MISSING YARNS AND
<br />THIN, OPEN, OR WEAK PLACES. FABRIC FOR COMPOST SOCK SHALL CONSIST OF EXTRA
<br />HEAVY WEIGHT BIODEGRADABLE BURLAP FIBER WHICH HAS NOT BEEN TREATED WITH ANY
<br />TYPE OF PRESERVATIVE. COMPOST SHALL BE TYPE 2. WOOD STAKES FOR COMPOST SOCK
<br />AND WATTLES SHALL BE MADE FROM DOUGLAS-FIR, HEMLOCK, OR PINE SPECIES. WOOD
<br />STAKES SHALL BE 2"X2" NOMINAL DIMENSION AND 36" IN LENGTH,
<br />3.0 CONCRETE ®0 MASONRY
<br />A FORMWORK & ACCESSORIES SHALL CONFORM TO ACI 301, SECTION 2
<br />B REINFORCEMENT & SUPPORTS SHALL CONFORM TO ACI 301, SECTION 3
<br />B CONCRETE MIXTURES SHALL CONFORM TO ACI 301, SECTION 4
<br />C THE HANDLING, PLACING AND INSTALLATION OF CONCRETE SHALL CONFORM TO ACI 301,
<br />SECTION 5. IN ADDITION HOT WEATHER CONCRETE PLACEMENT SHALL CONFORM TO ACI
<br />305.1 AND COLD WEATHER CONCRETE PLACEMENT SHALL CONFORM TO ACI 306.1
<br />D CHAMFER EXTERNAL EDGES ON EXPOSED EXTERIOR FOUNDATIONS, CONTRACTOR SHALL
<br />EDGE ALL OTHER FLATWORK
<br />E PORTLAND CEMENT SHALL BE TYPE 11 PER ASTM C150 AND SHALL HAVE A 28-DAY
<br />COMPRESSIVE STRENGTH OF 4000 PSI. THE CONCRETE MIX SHALL NOT CONTAIN LESS
<br />THAN 5 Y" SACKS OF CEMENT PER CUBIC YARD.
<br />F THE CONCRETE MIX SHALL HAVE A TOTAL AIR CONTENT OF 5% WITH A TOLERANCE OF
<br />PLUS OR MINUS 1.5%. AIR -ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C 260.
<br />G THE CONCRETE MIX SHALL PRODUCE A MAXIMUM SLUMP OF 5" ±1.5".
<br />H CONCRETE SHALL HAVE THE MAXIMUM AGGREGATE SIZE /" INCH.
<br />I THE CONCRETE SHALL NOT CONTAIN CALCIUM CHLORIDE OR ANY OTHER ADMIXTURE
<br />CONTAINING CHLORIDE OTHER THAN NATURAL IMPURITIES,
<br />J ALL CONCRETE SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE ON
<br />THE DRAWINGS.
<br />K CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION,
<br />L NON -SHRINK GROUT: SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
<br />BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
<br />RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
<br />WHICH IT IS PLACED (3,000 PSI MIN.)
<br />N ADHESIVE -GROUTED ITEMS: (THREADED RODS OR REINFORCED BAR) SPECIFIED ON THE
<br />DRAWINGS SHALL BE INSTALLED USING HILTI "HIT -RE 500 SD" ADHESIVE AS
<br />MANUFACTURED BY HILTI, INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO
<br />ESR-2322. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM
<br />A-307 UNLESS NOTED OTHERWISE. WHERE INSTALLING ANCHORS INTO UNGROUTED CMU
<br />CELLS (NEW OR EXISTING), THE ANCHOR SHALL BE INSTALLED WITH THE CORRECTION
<br />SCREEN TUBE (PER MANUFACTURER'S RECOMMENDATIONS) TO MATCH THE ANCHOR SIZE
<br />AND EMBEDMENT.
<br />GROUT LIFTS AND PO
<br />JCTURAL 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, LAITST 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: AME131CAN CONCRETE INSTITUTE, SPECIFICATION FOR MASONRY CONSTRUCTION, 2013
<br />H CRSI: CONCREII_ REINFORCING STEEL INSTITUTE, MANUAL OF STANDARD PRACTICE, LATEST EDITION
<br />I AWS: AMERICAN WELDING SOCIETY, STRUCTURAL WELDING 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 WOOD CONSTRUCTION, AMERICAN WOOD
<br />COUNCIL (AWC) 2015
<br />M ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
<br />6.0 SPECIAL 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 SHALT_ 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 48 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 BBC
<br />2015 CHAPTER 17.
<br />Ito �45 °{
<br />THIS DRAWING - ; r AND IS THE
<br />SOLE PROPERTY OF THE OWNER. IT IS
<br />PRODUCED • OR BY r.NI
<br />r ITS AFFILIATES.REPRODUCTION OR
<br />OF DRAWING AND/OR INFORMATION
<br />CONTAINED FORBIDDEN WITHOUT THE
<br />WRITTENt OF THE OWNER.
<br />NorthWest
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<br />DATE
<br />17JUL20 BUILDING PERMIT REVIEW
<br />28JUL20 BUILDING PERMIT SET
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