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6 BUILDING HEIGHT AND AREA, C NT°D
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<br />PLUMBING FITUIE CALCULATIONS
<br />OCCUPANT LOAD FOR PLUMBING
<br />FIXTURES
<br />LEVEL 01
<br />A-3 - ROOMS 009, 010
<br />126
<br />ROOMS 080, 081, 082
<br />172
<br />TOTAL
<br />298 ( 2 = 149 M + 149 F
<br />B - ALL OTHER SPACES
<br />442 f 2 = 221 M +221 F
<br />LEVEL 02
<br />B - ALL ROOMS
<br />45012 = 225 M 225 F
<br />FIXTURE CALCULATIONS
<br />i WATERCLOSETS
<br />LAVATORIES
<br />MALE
<br />FEMALE
<br />j MALE
<br />i FEMALE
<br />LEVEL 01 - A-3
<br />j 1491125 =1.19
<br />149 / 65 = 2.29
<br />149 l 200
<br />= 0.75
<br />G 149 / 200 = 0.75
<br />LEVEL 01 - B
<br />50 f 25 = 2.0
<br />50 125 = 2.0
<br />80 / 40
<br />= ZO
<br />80/40 = 2.0
<br />_
<br />I ' 171 / 50 3.42
<br />- 2
<br />171 J 0 - .4_
<br />5 3
<br />141 80
<br />/
<br />-
<br />-1.76
<br />41 -1
<br />1 / 80 .76
<br />LEVEL 01 REQUIRED
<br />i 6.61
<br />7.71
<br />4.51
<br />4.51
<br />j
<br />LEVEL 02 - B
<br />50 / 25 = 2.0
<br />50 / 25 = 2.0
<br />80 / 40
<br />= 2.0
<br />80140 = 2.0 j
<br />175/50 =3.5
<br />175/50=3.5
<br />1 145/80
<br />=1.81
<br />145/80=1.81
<br />LEVEL 02 REQUIRED
<br />5.5
<br />5.5
<br />3.81
<br />3.81
<br />DRINKING FOUNTAINS OCC LOAD REQUIRED
<br />FIRST 150 OCCUPANTS 150 1
<br />EACH ADDITIONAL 500 1040 3
<br />TOTAL 1190 4
<br />ACCESSIBLE MEANS OF EGRESS MAXIMUI AREA OF EXTERIOR WALL OPENINGS
<br />1009,4 ELEVATORS 70aB WAIT OPENINGS
<br />ELEVATORS SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE FIRE SEPARATION DISTANCE 30'-0" OR GREATER - UNLIMITED OPENINGS
<br />REQUIREMENTS OF SECTION 2.27 OF ASME Al7.1/CSA B44. STANDBY POWER SHALL BE
<br />BUILDING PROVIDED PER CHAPTER 27 AND SECTION 3003.. G SEPARATION REQUIREMENTS
<br />DISTANCE TO CENTERLINE OF STREET EXCEEDS 30' ON NORTH, SOUTH, EAST, AND WEST
<br />SIDES AS NOTED. THEREFORE NO FIRE RESISTIVE RATING REQUIRED. SEE SITE PLAN G4.01
<br />EXIT ACCESS TRAVEL DISTANCE
<br />COMMON PATIO OF TRAVEL DISTANCE
<br />REFER TO FLS PLANS ON SHEETS G2,01 AND GZ02
<br />11 ACCESSIBILITY
<br />ACCESSIBLE ROUTE
<br />REFER TO SHEET G3.01 FOR TYPICAL ACCESSIBLE DESIGN CLEARANCES, MOUNTING HEIGHTS,
<br />REACH RANGES, AND HANDRAILS.
<br />1101.2.1 CLEAR WIDTH OF ACCESSIBLE ROUTE
<br />FOR EXTERIOR ROUTES OF TRAVEL, THE MINIMUM CLEAR WIDTH SHALL BE 44 INCHES.
<br />1104A SITE ARRIVAL POINTS
<br />ACCESSIBLE ROUTE PROVIDED FROM PUBLIC WAY AT W. CASINO ROAD MAIN ENTRY. SEE SITE
<br />PLAN SHEET G4.01.
<br />PARKING
<br />PLUMBING FIXTURES PROVIDES
<br />WATERCLOSETS t URINALS
<br />LAVATORIES
<br />SHOWERS SEE PARKING SUMMARY THIS SHEET AND SITE STATS ON SHEET C2.01,
<br />MALE
<br />FEMALE
<br />UNISEX
<br />MALE FEMALE
<br />UNISEX
<br />MALE i FEMALE j
<br />LEVEL 01
<br />4 ,- 3
<br />7
<br />2
<br />6 6
<br />2
<br />2 1 2
<br />LEVEL 02
<br />4 +3
<br />7
<br />-
<br />6 6
<br />v
<br />131 ENERGY EFFICIENCY
<br />TOTALS
<br />14
<br />14
<br />2
<br />12 12
<br />2
<br />2 2
<br />DRINKING FOUNTAINS
<br />WATER COOLERS BOTTLE FILLERS
<br />LEVEL 01 1 1
<br />LEVEL 02 1 1
<br />TOTALS j 2 2
<br />mmNadjawl = r I 1•
<br />HOISTWAY ENCLOSURES
<br />3002.1 HOISTWAY ENCLOSURE PROTECTION
<br />ELEVATOR HOISTWAY ENCLOSURES TO BE SHAFT ENCLOSURES COMPLYING WITH
<br />SECTION 713,
<br />EMERGENCY OPERATIONS
<br />3003.1 STANDBY POWER
<br />TWO ELEVATORS TO BE CONNECTED TO STANDBY EMERGENCY GENERATOR POWER AND
<br />OPERATED PER SECTION 3003,1.3.
<br />€ { "
<br />CHAPTER PROVISIONS FOR ALL COMPLIANCE METHODS
<br />301.1.2 WORK AREA COMPLIANCE METHOD
<br />ALTERATIONS. AND ADDITIONS TO THE EXISTING BUILDING SHALL COMPLY WITH APPLICABLE
<br />REQUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE.
<br />CHAPTER 1 CLASSIFICATION OF WORK
<br />505,1 SCOPE
<br />LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING
<br />AREA..
<br />505.2 APPLICATION
<br />LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTERS 7 AND 8 FOR LEVEL 1
<br />AND 2 ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 9.
<br />507.2 APPLICATION
<br />ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY WITH PROVISIONS OF CHAPTER 11.
<br />CHAPTER 9 1 ALTERATIONS - LEVEL
<br />901.2 COMPLIANCE
<br />IN ADDITION TO CHAPTER 9 PROVISIONS, WORK SHALL COMPLY WITH ALL REQUIREMENTS OF
<br />CHAPTERS 7 AND 8.
<br />SEE REFERENCED SECTIONS OF 2015 IBC AND OTHER LISTED CODES FOR APPLICABLE CODE
<br />SECTIONS UTILIZED FOR DESIGN.
<br />CHAPTER 111 ADDITIONS
<br />SEE REFERENCED SECTIONS OF IBC FOR APPLICABLE CODE SECTIONS UTILIZED FOR DESIGN
<br />OF THE ADDTIONS.
<br />SCOPE / CRITERIA
<br />REFER TO MECHANICAL DRAWINGS AND ENVELOPE COMPONENT CALCULATIONS FOR
<br />COMPLIANCE PER 2015 WSEC,
<br />THERMAL RATINGS OF DOORS AND FENESTRATION TO COMPLY WITH 2O15 WSEC
<br />SECTIONS C402.1 AND C402.2 FOR CLIMATE ZONE 5 AND MARINE 4.
<br />TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS
<br />OPAQUE DOORS (SWINGING) MAXIMUM U-FACTOR = U-0.37
<br />TABLE C402.4 BUILDING ENVELOPE FENESTRATION
<br />VERTICAL FENESTRATION MAXIMUM U-FACTOR
<br />METAL FRAMING (FIXED) .38
<br />METAL FRAMING (ENTRANCE DOORS) .60
<br />SHGC SEW N
<br />PF < 0.2 0A0 0.53
<br />0.2 <_ PF < 0.5 OA8 0.58
<br />PF>_0.5 0.64 0.64
<br />SKYLIGHTS
<br />U-FACTOR 0.50
<br />SHGC 0.35 A
<br />FIRE CLASSIFICATION
<br />TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION
<br />CONSTRUCTION TYPE III-B: ROOF ASSEMBLIES TO BE CLASS C OR HIGHER (NEW AND EXISTING).
<br />MECHANICAL EQUIPMENT SCREENS
<br />1510.6 MECHANICAL EQUIPMENT SCREENS
<br />HEIGHT LIMITED TO 18' ABOVE ROOF DECK:
<br />RISK CATEGORY
<br />TABLE 1604,5: STRUCTURAL DESIGN FOR RISK CATEGORY IV, LIFE SAFETY CRITERIA.
<br />REFERENCE STRUCTURAL DRAWINGS AND CALCULATIONS.
<br />SAFETY GLAZING
<br />2406.4 HAZARDOUS LOCATIONS
<br />THE LOCATIONS SPECIFIED IN SECTIONS 206A.1 THROUGH 2406.4.7 SHALL BE CONSIDERED
<br />SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS.
<br />GLASS IN HANDRAILS AND GUARDS
<br />2407.1 MATERIALS
<br />GLASS USED IN A HANDRAIL, GUARDRAIL, OR GUARD SECTIONS SHALL BE LAMINATED GLASS
<br />CONSTRUCTED OF FULLY TEMPERED OR HEAT -STRENGTHENED GLASS,
<br />GUARDS WITH STRUCTURAL GLASS PANELS SHALL BE INSTALLED WITH ATTACHED TOP RAIL OR
<br />HANDRAIL SUPPORTED BY A MINIMUM OF THREE GLASS BALUSTER PANELS.
<br />. � r
<br />MINIMUM PLUMBING FACILITIES
<br />TABLE 2902,1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
<br />WATERCLOSETS LAVATORIES
<br />OCCUPANCY I MALE FEMALE MALE FEMALE
<br />A-3 1 PER 125 1 PER 65 1 PER 200
<br />S 1 PER 25 FOR FIRST 50/ 1 1 PER 40 FOR FIRST 801
<br />1 PER 50 FOR REMAINDER 1 PER 80 FOR REMAINDER
<br />2902.5.1 DRINKING FOUNTAIN NUMBER
<br />OCCUPANT LOADS OVER 30 - 1 PER FIRST 150 1 PER EACH ADDITIONAL 500
<br />2902,5.4.2 BOTTLE FILLING STATIONS - SUBSTITUTION
<br />BOTTLE FILLING STATIONS PERMITTED TO BE SUBSTITUTED FOR UP TO 50 PERCENT OF
<br />REQUIRED NUMBER IN OCCUPANCIES REQUIRING MORE THAN TWO DRINKING FOUNTAINS PER
<br />FLOOR.
<br />FACADE PROTECTION I SPRINKLERING DISTANCE TO CENTERLINE OF
<br />STREET OR PROPERTY LINE
<br />NORTH UP/Sp 172' 0"
<br />EAST UP/Sp 164' 6"
<br />SOUTH UP I SP 65'- 0"
<br />WEST UP/Sp 165' - 0"
<br />FIRE RATED BARRIERS
<br />FIRE -RESISTANCE RATING REQUIRED PROVIDED
<br />TYPICAL SHAFT WALLS 1 HR FIRE BARRIER (713,4) 1 HR FIRE BARRIER
<br />ELEVATOR HOISTWAY 1 HR FIRE BARRIER (713.14) 1 HR FIRE BARRIER
<br />INTERIOR EXIT STAIRWAYS 1 HR FIRE BARRIER (1023,2) 1 HR FIRE BARRIER
<br />ELEVATOR MACHINE ROOM 1 HR FIRE BARRIER (3005.4) 1 HR FIRE BARRIER
<br />TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (SPRINKLERED)
<br />INTERIOR EXIT CORRIDORS & ENCLOSURE
<br />STAIRWAYS & RAMPS & FOR EXIT ACCESS ROOMS &
<br />EXIT PASSAGEWAYS STAIRWAYS & RAMPS ENCLOSED SPACES
<br />B B C C
<br />A-3 B B C
<br />PINKL ER SYSTEM
<br />AUTOMATIC SPRINKLER SYSTEM COMPLYING WITH NFPA 13 SHALL BE INSTALLED THROUGHOUT THE
<br />AREA OF WORK. (903.3.1.1) EXISTING SPRINKLER SYSTEM AT FACILITTES MAINTENANCE AREA TO
<br />REMAIN.
<br />PORTABLE FIDE EXTINGUISHERS
<br />PORTABLE FIRE EXTINGUISHERS TO BE INSTALLED AS REQUIRED BY 906.1 AND NFPA 10. MAXIMUM
<br />TRAVEL DISTANCE TO FIRE EXTINGUISHER TO BE 75FOR LIGHT (LOW) HAZARD OCCUPANCY PER
<br />TABLE 906.3(1).
<br />FIRE ALARM SYSTEM
<br />FIRE ALARM AND DETECTION SYSTEM IN ACCORDANCE WITH NFPA 72 SHALL BE INSTALLED.
<br />10 MEANS OF EGRESS
<br />LEVEL 01: TOTAL: 740 OCCUPANTS
<br />LEVEL 02: TOTAL: 450 OCCUPANTS
<br />TOTAL - RANTS
<br />O L OCCUPANTS IN SCOPE OF WORK; 1,190 OCCUPANTS
<br />FACILITIES MAINTENANCE: TOTAL:136 OCCUPANTS
<br />(EXISTING 1 NOT IN SCOPE)
<br />REFER TO FILS PLANS SHEETS G2.01 AND G2.02 FOR OCCUPANT LOAD CALCULATIONS,
<br />NUMBER OF EXITS
<br />TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STONY
<br />B
<br />LEVEL 01: REQUIRED: 3
<br />PROVIDED: 8
<br />LEVEL 02: REQ
<br />UIRED: QUIRED: 2
<br />PROVIDED: 4
<br />MEANS OF EGRESS ILLUMINATION
<br />1008.1: REFER TO ELECTRICAL DRAWINGS FOR EGRESS ILLUMINATION LIGHTING LEVELS,
<br />COVERAGE, AND EMERGENCY POWER SYSTEM
<br />AREAS OF REFUGE
<br />1009.3 STAIRWAYS
<br />EXCEPTION 4: AREAS OF REFUGE ARE NOT REQUIRED AT EXIT ACCESS STAIRWAYS WHERE
<br />TWO-WAY COMMUNICATION IS PROVIDED AT THE ELEVATOR LANDING PER 1009.8.
<br />EXCEPTION 5: AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED
<br />THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH
<br />903.3.1.1.
<br />EXISTING INTERIOR EXIT STAIRWAYS
<br />2015 INTERNATIONAL FIRE CODE, SECTION 1104.10 STAIR DIMENSIONS FOR EXISTING STAIRS
<br />EXISTING STAIRWAYS IN BUILDINGS SHALL BE PERMITTED TO REMAIN IF THE RISE DOES NOT
<br />EXCEED 8-1/4 INCHES AND THE RUN IS NOT LESS THAN 9 INCHES.
<br />EXISTING STAIR DIMENSIONS RISER HEIGHT TREAD LENGTH
<br />STAIR S-2 7,434" 105'
<br />STAIR S-3 7,434" 10.51,
<br />STAIR S-4 7,125" 11.01,
<br />STAIR S-5 7.125" 11 A"
<br />NUMBER BE OF STORIES
<br />TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
<br />OCCUPANCY GROUPS TYPE_ I11-37
<br />B, S-2 4
<br />A-3, F-1 3
<br />NUMBER OF STORIES: 2 (EXISTING)
<br />OCCUPANCY GROUP AREA SUMMARY
<br />TABULAR ALLOWABLE AREA
<br />ALLOWABLE AREA FACTOR (TABLE 506.2): BASE GSF (NS): BASE GSF (SM):
<br />TYPE III-B - A-3 OCCUPANCY 9,500 GSF 28,500 GSF
<br />TYPE III-B - B OCCUPANCY 19,000 GSF 57,000 GSF
<br />TYPE III-B - F-1 OCCUPANCY 12,000 GSF 36,000 GSF
<br />TYPE III-B - S-2 OCCUPANCY 26,000 GSF 78,000 GSF
<br />TABULAR ALLOWABLE AREA FOR MIXED -OCCUPANCY, MULTISTORY BUILDING (506.2.4):
<br />Aa = [At + (NS x If )] WHERE:
<br />OCCUPANCY
<br />At = 57,000
<br />If = [FIP-.25]WI30 = [I 175/1175-.25]30130 = .75
<br />If = .75
<br />Aa = [At + (NS x If )] ® (57,000 + (19,000 x .75)] m 71,250 GSFISTORY
<br />F-1 OCCUPANCY
<br />At = 36,000
<br />It = [F/P-.25]W130 = [I17511175-.25]30130 = .75
<br />If = .75
<br />Aa �: [At + (NS x If )] 136,000 + (12,000 x ,75)] = 45,000 GSF/STORY
<br />S-2 OCCUPANCY
<br />At = 78,000
<br />If = [F/P-.251W130 = [1175/1175-.25]30/30 = .75
<br />If = .75
<br />Aa m [At + (NS x If )] 178,000 + (26,000 x ,75)) 4 97,500 GSF/STORY
<br />BUILDING AREA SUMMARY
<br />OCCUPANCY GROUP
<br />B
<br />A-3
<br />TOTALS
<br />AREA OF RENOVATION
<br />LEVEL II
<br />Ff331,866GSF
<br />3,460 GSF
<br />35,.326 GSF
<br />LEVEL 2
<br />848 GSF
<br />33 996 GSF
<br />SUBTOTAL
<br />66,014 GSF
<br />4,308 GSF
<br />70,322 GSF
<br />OCCUPANCY GROUP
<br />B
<br />F-1 5-2
<br />FACILITIES MAINTENANCE
<br />(NOT IN SCOPE)
<br />LEVEL 1
<br />6,856 GSF
<br />16,340 GSF
<br />23,196 GSF
<br />LEVEL 2
<br />5,929 GSF
<br />5,929 GSF
<br />SUBTOTAL
<br />6,856 GSF
<br />16,340 GSF 5,929 GSF
<br />29,125 GSF
<br />TOTAL BUILDING AREA
<br />99,447 GSF
<br />RATIO OF DESIGNED AREA TO ALLOWABLE AREA
<br />508.2 ALLOWABLE BUILDING AREA:
<br />IN EACH STORY, THE SUM OF THE RATIOS OF ACTUAL BUILDING AREAS DIVIDED BY THE
<br />ALLOWABLE SHALL NOT EXCEED 1.
<br />GROUP B: MAIN OCCUPANCY
<br />ACCESSORY (A-3)
<br />31,866
<br />3,460
<br />B
<br />FAC MAINTEN NCEt
<br />6.856
<br />42,182 / 71,250 =
<br />.59
<br />GROUP F-1: FAC MAINT
<br />16,340 / 45,000 =
<br />.36
<br />95 < 1 =COMPLIES
<br />LEVEL 2 DESIGN / ALLOWABLE
<br />GROUP IB: MAIN OCCUPANCY
<br />34,148
<br />FAC MAINTENANCE
<br />-
<br />6 856
<br />314,9961 71,250 =
<br />.49
<br />GROUPS-2: FAC MAINT
<br />5,929/ 97,500 =
<br />.06
<br />.55 < 1 = COMPLIES
<br />LEVEL 1 + LEVEL 2 = ,95 ¢ .55 a 1.50 < 2 = COMPLIES
<br />I
<br />FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
<br />TABLE 601
<br />BUILDING ELEMENT
<br />TYPE III-B REQUIRED
<br />PROVIDED
<br />PRIMARY STRUCTURAL FRAME
<br />OHR
<br />OHR
<br />EXTERIOR BEARING WALLS
<br />2 HR
<br />2 HR
<br />INTERIOR BEARING WALLS
<br />OHR
<br />0 HR
<br />STRUCTURAL FRAME SUPPORTING
<br />ROOF ONLY OHR
<br />OHR
<br />FLOORS & SECONDARY MEMBERS
<br />OHR
<br />OHR
<br />ROOF CONSTRUCTION
<br />OHR
<br />OHR
<br />NON -BEARING INTERIOR WALLS
<br />OHR
<br />OHR
<br />NON -BEARING EXTERIOR WALLS
<br />0 HR (TABLE 602)
<br />OHR
<br />FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
<br />TABLE 602 TYPE III-B
<br />OCCUPANCY OCCUPANCY
<br />PROVIDED
<br />FIRE SEPARATION DISTANCE
<br />B, A-3, 8-2 F-1 (NIC)
<br />X<5
<br />1 HR 2HR
<br />5<X<10
<br />1 HR 1 HR
<br />10<X<30
<br />1 HR 1 HR
<br />X>30
<br />OHR OHR
<br />OHR
<br />FIRE SEPARATION DISTANCE GREATER THAN 30'-0" AT ALL SIDES,
<br />SEE SITE PLAN SHEET G4.01,
<br />THE PROPOSED PROJECT WILL RENOVATE THE EXISTING BUILDING AT 2312 W CASINO ROAD AND
<br />INCLUDES EXTENSIVE INTERIOR RENOVATIONS, EXTERIOR IMPROVEMENTS AND TWO SMALL
<br />ADDITIONS, AND SITE WORK TO IMPROVE ON -SITE PARKING AND TRAFFIC FLOW.
<br />INTERIOR RENOVATIONS INCLUDE BUSINESS OFFICES AND ASSOCIATED CONFERENCE ROOMS,
<br />RECORDS STORAGE, AND SUPPORT SPACES; PARTIAL DEMOLITION OF THE SECOND FLOOR FORA
<br />TWO-STORY INTERIOR SPACE; A STADIUM STAIR f SEATING AREA; REMOVAL AND REPLACEMENT OF
<br />THE EXISTING FAILING ELEVATOR; ADDITION OF A SECOND SERVICE ELEVATOR; AND STRUCTURAL
<br />RETROFIT TO ENSURE SEISMIC PERFORMANCE.
<br />EXTERIOR IMPROVEMENTS INCLUDE A TWO-STORY MAIN ENTRANCE VESTIBULE ADDITION; A ONE-
<br />STORY ADDITION WITH ROOF DECK AT THE EMPLOYEE ENTRANCE; AREAS OF CONCRETE PANEL
<br />REMOVAL FOR NEW STOREFRONT AND EXPANDED WINDOW OPENINGS; AND EXPANSIVE SKYLIGHTS.
<br />SITE WORK INCLUDES A NEW RAISED PLAZA AT THE NORTH AND EAST SIDES OF THE BUILDING;
<br />ADDITIONAL PARKING SPACES INCLUDING ACCESSIBLE SPACES AND EV CHARGING STATIONS; NEW
<br />LOCATIONS FOR TRANSFORMER; GENEPATOR, AND FIRE DEPARTMENT CONNECTION; AND STORM
<br />WATER MANAGEMENT SYSTEM.
<br />THE RENOVATION DOES NOT INCLUDE THE EXISTING FACILITIES MAINTENANCE DEPARTMENT WHICH
<br />OCCUPIES THE SOUTH END OF THE FIRST FLOOR AND MEZZANINE AND WILL REMAIN IN OPERATION
<br />THROUGH THE CONSTRUCTION WORK. (PLAN CHECK NO. B0906-043, 2009)
<br />RELEVANT CODES ZONING
<br />BUILDING CODE; 2015 INTERNATIONAL BUII DING COQE (IBC) WITH AMENDMENTS (WAC 51 50) AND
<br />B 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) W1 AMENDMENTS (WAC 51-50)
<br />MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE (IMC) WITH AMENDMENTS (WAC 51-52)
<br />PLUMBING CODE: 2015 UNIFORM PLUMBING CODE WITH AMENDMENTS (WAC 51-56)
<br />ELECTRICAL CODE: 2014 NATIONAL ELECTRICAL CODE (NEC)
<br />FUEL GAS CODE: 2015 NATIONAL FUEL GAS CODE (NFPA 54) WITH AMENDMENTS (WAC 51-52-21000)
<br />FIRE CODE: 2015 INTERNATIONAL FIRE CODE (IFC) WITH AMENDMENTS (WAG 51-54A)
<br />ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE COMMERCIAL, APPENDIX (WAC 51-11C)
<br />PETROLEUM GAS CODE: 2014 LIQUIFIED PETROLEUM GAS CODE (NFPA 58)
<br />PROPERTY MAINTENANCE CODE: 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE
<br />ACCESSIBLITY: ICC/ANSI Al17.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
<br />STORMWATER: WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
<br />MANUAL FOR WESTERN WASHINGTON
<br />DESIGN STANDARDS: CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS MANUAL
<br />ZONING CODE: EVERETT MUNICIPAL CODE (2/5/2020)
<br />1101111k, WIN]
<br />f
<br />MECHANICAL SCREENING ® CHAPTER 19.28
<br />19.28.020 ADDITIONAL STANDARDS FOR USES IN THE M-M ZONE
<br />A.2 MECHANICAL EQUIPMENT SCREENING
<br />MODkFICATION OF THE ARCHITECTURAL SCREENING REQUIREMENT TO BE APPROVED THROUGH THE
<br />CONSTRUCTION PERMIT REVIEW PER GRACE POLLARD EMAIL DATED 2/12/2020, NO LAND USE
<br />APPLICATION REQUIRED, ROOFTOP UNITS WILL BE PAINTED TO MATCH THE BUILDING AND ENSURE
<br />NO SHINE OR GLARE. ROOFTOP DUCTING MAY NOT BE VISIBLE,
<br />PARKING SUMMARY - CHAPTER 19.34
<br />TABLE 34.1: OFF-STREET PARKING SPACES REQUIRED
<br />ADMINISTRATIVE OFFICES (GENERAL OFFICE) -1 PER 400 SF 176 SPACES REQUIRED
<br />FACILITIES MAINTENANCE (LIGHT INDUSTRIAL) -1 PER 750 SF 39 SPACES REQUIRED
<br />TOTAL REQUIRED = 215
<br />TOTAL PROVIDED = 243
<br />REQUIRED ACCESSIBLE PARKING (TABLE 1106.1) = 7
<br />ACCESSIBLE PARKING PROVIDED = 7 (INCLUDES 2 VAN ACCESSIBLE)
<br />d �•
<br />OCCUPANCY GROUPS
<br />tB: ADMINISTRATIVE OFFICES, CONFERENCE ROOMS, SUPPORT SPACES, AND AMENITIES
<br />A-3: CONFERENCE CENTER, STADIUM SEATING
<br />F-1: FACTORY/WAREHOUSE (EXISTING FACILITIES MAINTENANCE)
<br />5 2: LOW HAZARD STORAGE (EXISTING FACILITIES MAINTENANCE)
<br />STAGES, PLATFORMS AND TECHNICAL PRODUCTION CTION SPACES
<br />410.4 PLATFORM CONSTRUCTION
<br />PRESENTATION PLATFORM TO BE NOT MORE THAN 30" ABOVE MAIN FLOOR, NOT MORE THAN
<br />ONE-THIRD OF THE ROOM FLOOR AREA, AND NOT MORE THAN 3,000 SF, SPACE BENEATH
<br />PLATFORM SHALL NOT BE USED FOR STORAGE.
<br />, In, MM \ 1
<br />4
<br />CONSTRUCTION TYPE: III-B, FULLY SPRINKLERED
<br />PREVIOUSLY CLASSIFIED AS TYPE V-B UNDER PERMIT #80906-03
<br />BUILDING I HT
<br />TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLAN_ E
<br />OCCUPANCY GROUPS TYPE I11-
<br />A, B, F, S 75 FT
<br />BUILDING HEIGHT (EXISTING)
<br />GRADE TO FINISH FLOOR (EAST SIDE) 1' 6"
<br />FINISH FLOOR TO TOP OF PARAPET 29' -10"
<br />TOTAL BUILDING HEIGHT 91' - 4"
<br />(NOT INCLUDING MECHANICAL SCREENS OR EQUIPMENT)
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<br />06/01/2020
<br />CONSULTANT
<br />TITLE
<br /># DATE DESCRII
<br />B 05/20/2020 PERMIT F
<br />D 06/01/2020 PLAN REi
<br />'TION
<br />EVIEW 1
<br />ISIONS
<br />REVISIONS
<br />KE, MS JG
<br />DRAWN BY CHECK BY
<br />100% ISSUE SET/BID SET
<br />STATUS
<br />04/17/2020
<br />DATE
<br />328801
<br />PROJECT NUMBER
<br />G1 mOl
<br />Q 2020 OTAK, INC, -
<br />If this drawing is not 24" x 36 ", it has been
<br />reducedlenlarged. Scale accordingly.
<br />
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