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ENERGY CODE COMPLIANCE
<br />ALLOWABLE BUILDING HEIGHT AND AREA
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<br />5 STORY APARTMENT BUILDING
<br />OVER PARKING STRUCTURE
<br />CODE INFORMATION AND NOTES
<br />GOVERNING CODES
<br />CITY OF EVERETT, WASHINGTON STATE
<br />2015 INTERNATIONAL BUILDING CODE (IBC)
<br />2015 INTERNATIONAL MECHANICAL CODE (IMC)
<br />2015 INTERNATIONAL FUEL GAS CODE (IFGC)
<br />2015 INTERNATIONAL FIRE CODE (IFC)
<br />2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC)
<br />2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC)
<br />2015 UNIFORM PLUMBING CODE (UPC)
<br />2015 NATIONAL FUEL GAS CODE (NFPA 54)
<br />2014 NATIONAL ELECTRICAL CODE (NFPA 70)
<br />2015 WASHINGTON STATE-WIDE AMENDMENTS
<br />ICC A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (RECREATION CENTER)
<br />ivi III ► I Is] 1 :7_1 S0101 I] d
<br />CITY OF EVERETT MUNICIPAL CODE
<br />TITLE 19 ZONING CODE
<br />CHAPTER 19 31 BE E-1 / MUO ZONES
<br />OCCUPANCY GROUPS
<br />(PER IBC 508.3):
<br />R-2: RESIDENTIAL & ASSEMBLY USES < 50 OCCUPANTS
<br />S-2: ENCLOSED PARKING GARAGE & LOW HAZARD STORAGE
<br />B OFFICES & BUSINESS, MAINTENANCE & FITNESS CENTERS
<br />A-3 LOUNGE AND RELATED AREAS, GAME ROOM AND CONVENING SPACES,
<br />BASKETBALL COURT
<br />A-4 POOL, SPA, AND POOL DECK AREAS
<br />CONSTRUCTION TYPES / CODE NOTES
<br />LEVELS:
<br />LEVELS 2-6
<br />LEVEL 1
<br />OCCUPANCY GROUPS:
<br />R-2
<br />S-2
<br />CONSTRUCTION TYPE:
<br />TYPE V-A
<br />TYPE 1-A
<br />1. BUILDING PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER
<br />SYSTEM IN ACCORDANCE WITH 903.3.1.1 (NFPA 13): THE ENTIRE SPRINKLER SYSTEM
<br />INCLUDING THE UNDERGROUND SUPPLY LINE SHALL BE INSTALLED BY A STATE
<br />LICENSED SPRINKLER CONTRACTOR WITH THE APPROPRIATE LEVEL OF
<br />CERTIFICATION. SEPARATE PERMIT REQUIRED FOR ALL SPRINKLER WORK INCLUDING
<br />UNDERGROUND.
<br />2. STAIR ENCLOSURE PRESSURIZATION INCREASE: 5 STORY / V-A ALLOWANCE.
<br />INTERIOR EXIT STAIRWAYS ARE PRESSURIZED IN ACCORDANCE WITH SECTION 909.
<br />LEGALLY REQUIRED STANDBY POWER SHALL BE PROVIDED AND CONNECTED TO
<br />STAIRWAY SHAFT PRESSURIZATION EQUIPMENT, ELEVATORS USED FOR ACCESSIBLE
<br />MEANS OF EGRESS, HOISTWAY PRESSURIZATION EQUIPMENT AND OTHER LIFE
<br />SAFETY EQUIPMENT. LEGALLY REQUIRED STANDBY POWER SHALL COMPLY WITH 2O14
<br />NEC SECTION 701.12, OPTIONS (A), (B), (C), (D), (F), OR (G).
<br />3. LEGALLY REQUIRED STANDBY POWER TO BE PROVIDED VIA A SECONDARY SERVICE
<br />IN COMPLIANCE WITH THE CITY OF EVERETT REGULATIONS. SECONDARY SERVICE TO
<br />BE UNDER SEPARATE PERMIT.
<br />4. FIRE ALARM: A FIRE ALARM SYSTEM SHALL BE INSTALLED THROUGHOUT THE BUILDING
<br />PER SNOHOMISH COUNTY FIRE DEPARTMENT OPERATING POLICY AND SHALL COMPLY
<br />WITH WASHINGTON STATE BARRIER FREE REQUIREMENTS REGARDING INSTALLATION
<br />OF VISUAL DEVICES AND PULL STATIONS. THIS WORK IS UNDER SEPARATE PERMIT.
<br />5. CLASS I STANDPIPE IS REQUIRED PER 2015 IBC SECTION 905.
<br />6. BUILDING RADIO COVERAGE: THE BUILDING SHALL HAVE APPROVED RADIO COVERAGE
<br />FOR EMERGENCY RESPONDERS WITHIN THE BUILDING EITHER BY MINIMUM SIGNAL
<br />STRENGTH LEVELS OF THE SNOHOMISH COUNTY REGIONAL 800 MHz RADIO SYSTEM
<br />OR BY A SYSTEM INSTALLED WITHIN THE BUILDING IN ACCORDANCE WITH SECTION
<br />510 OF THE IFC AND WITH APPLICABLE PROVISIONS OF NFPA 72, NATIONAL FIRE
<br />ALARM SIGNALING CODE
<br />STAIRWAY PRESSURIZATION
<br />STAIRWELLS TO BE PRESSURIZED IN ACCORDANCE WITH WSBC SECTION 909
<br />1. STANDBY POWER
<br />2. SPECIAL INSPECTION
<br />RATIONAL ANALYSIS PREPARED BY ALLEN ENGINEERING
<br />ADDRESSING
<br />APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW OR
<br />EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE FROM
<br />THE STREET OR ROAD FRONTING THE PROPERTY. FOR MULTIPLE BUILDING
<br />COMPLEXES, BUILDING DESIGNATION LETTERS OR NUMBERS MUST BE
<br />VISIBLE FROM THE PRIMARY DRIVE PATH IN THE COMPLEX. NUMBERS SHALL
<br />CONTRAST WITH THEIR BACKGROUND. SIZING SHALL BE IN ACCORDANCE
<br />WITH CITY OF EVERETT REGULATIONS.
<br />2015 WASHINGTON STATE ENERGY CODE
<br />RESIDENTIAL BUILDING. For this code, includes detached one- and two-family dwellings and
<br />multiple single-family dwellings (townhouses) as well as Group R-2, R-3 and R-4 buildings three
<br />stories or less in height above grade plane.
<br />COMMERCIAL BUILDING. For this code, all buildings that are not included in the definition of
<br />"Residential buildings."
<br />Therefore the R-2 occupancy, 5-story apartment buildings fall under the scope of the
<br />Commercial Energy Code.
<br />Chapter 51-11C WAC
<br />Table C301.1 Climate Zone: SNOHOMISH COUNTY - 4C
<br />SECTION C402.1.3 - SPECIFIC INSULATION REQUIREMENTS (Prescriptive)
<br />TABLE C402.1.3 - OPAQUE THERMAL ENVELOPE REQUIREMENTS
<br />ROOFS
<br />ATTIC SPACES R-49 FULL DEPTH AT ENTIRE ATTIC (RAISED HEEL TRUSSES)
<br />ABOVE ROOF DECK R-38 CONTINUOUS INSULATION
<br />WALLS, ABOVE GRADE
<br />MASS WALLS R-13.3 CONTINOUOUS INSULATION
<br />STEEL FRAMED WALLS R-19 + R-8.5 CONTINUOUS INSULATION
<br />MASS FLOORS R-30 BATT OR R-30 CONTINUOUS
<br />SLAB -ON -GRADE FLOORS
<br />UNHEATED FLOORS R-10 FOR 24" BELOW
<br />OPAQUE DOORS (DOORS WITH LESS THAN 50% GLAZING AREA)
<br />SWINGING U-0.37
<br />TABLE C402.4 - BUILDING ENVELOPE REQUIREMENTS - FENESTRATION
<br />VERTICAL FENESTRATION
<br />NONMETAL FRAMING (ALL TYPES) U-VALUE 0.30 MAX
<br />SHGC PF < 0.2 SEW 0.40 MAX
<br />N 0.53 MAX
<br />C402.4.1 MAXIMUM AREA
<br />VERTICAL FENESTRATION SHALL NOT EXCEED 30% OF THE GROSS ABOVE -
<br />GRADE WALL AREA.
<br />SEE FENESTRATION CALCULATIONS ON CS SHEETS
<br />C402.5 -AIR LEAKAGE (MANDATORY)
<br />THE THERMAL ENVELOPE OF BUILDINGS SHALL COMPLY WITH SECTIONS C402.5.1
<br />THROUGH C402.5.8.
<br />SUSTAINABLE PROGRAMS
<br />1. EVERGREEN SUSTAINABLE DEVELOPMENT v3.0:
<br />REFERENCE EVERGREEN PROJECT PLAN AND COMPLIANCE CHECKLIST PREPARED
<br />BY OWNER & GENERAL CONTRACTOR.
<br />DEFERRED SUBMITTALS
<br />SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
<br />ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND STAMP THEM WITH A
<br />NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND
<br />THAT THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.
<br />DEFERRED SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR, WHO WILL IN TURN SUBMIT
<br />THEM TO THE BUILDING DEPARTMENT.
<br />THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
<br />SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT.
<br />THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS:
<br />1. PRE-ENGINEERED ROOF TRUSS SHOP DRAWINGS
<br />2. FIRE STOPPING / FIRE RESISTANCE JOINT SYSTEMS
<br />3. MECHANICAL SYSTEMS INCLUDING STAIR PRESSURIZATION (2015 IMC)
<br />4. ELECTRICAL SYSTEMS INCLUDING LEGALLY REQUIRED STANDBY POWER (2014 NEC)
<br />5. PLUMBING SYSTEMS (2015 UPC, 2015NFGC, 2015 IFGC)
<br />THE FOLLOWING BIDDER -DESIGN/ BUILD ITEMS REQUIRE SEPARATE PERMITS:
<br />1. FIRE SUPPRESSION SYSTEM (NFPA 13 & SPRINKLER AND STANDPIPES, 2014 ED.)
<br />2. FIRE ALARM SYSTEM (NFPA 72)
<br />3. SIGNAGE
<br />4. OUTDOOR POOL & SPA
<br />5. ELEVATOR
<br />COORDINATION NOTES
<br />THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY
<br />EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER AND/OR LOCAL
<br />JURISDICTION FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE
<br />OWNER OR PROCEEDING WITH WORK.
<br />THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF
<br />ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER SERVE AS A
<br />BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE
<br />CONSTRUCTION PROCESS.
<br />1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION
<br />INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE.
<br />A. GAS APPLIANCES AND CHASE REQUIREMENTS
<br />B. HVAC EQUIPMENT AND DUCTING
<br />C. ALL EXHAUST FANS AND DUCTING
<br />D. BATHTUB AND SHOWER ENCLOSURES
<br />E. RECESSED AND SEMI -RECESSED ELECTRICAL EQUIPMENT
<br />F. RECEPTACLE BOXES (I.E.: TELEVISION, TELEPHONE, ELECTRICAL,
<br />PLUMBING)
<br />G. ANY OTHER BUILT-IN OR RECESSED EQUIPMENT WHICH MAY
<br />PENETRATE A FLOOR/CEILING, ROOF/CEILING OR WALL ASSEMBLY.
<br />2. REVIEW LOCAL JURISDICTIONAL REQUIREMENTS FOR COMPLETE
<br />INSTALLATIONS OF THE FOLLOWING:
<br />A. BUILDING FIRE ALARM SYSTEM (NFPA 72)
<br />B. FIRE EXTINGUISHER SIZE, TYPE AND LOCATION
<br />C. FIRE SUPPRESSION SPRINKLER SYSTEM - VERIFY NFPA SYSTEMS
<br />D. EMERGENCY AND EXIT LIGHTING
<br />3. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL
<br />JURISDICTIONAL REQUIREMENTS:
<br />A. TELEPHONE UTILITY
<br />B. CABLE TELEVISION UTILITY
<br />C. POWER UTILITY, VAULT AND EASEMENTS
<br />D. GAS UTILITY
<br />E. TRASH SERVICE AND RECYCLING SERVICE
<br />F. POSTAL AUTHORITY
<br />G. DEPARTMENT OF PUBLIC WORKS FOR:
<br />I. SANITARY SEWER
<br />ii. STORM SEWER
<br />iii. WATER SUPPLY
<br />4. THE FOLLOWING ITEMS SHALL BE BIDDER DESIGN/BUILD SYSTEMS. THE SUB-
<br />CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER WHICH
<br />COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS:
<br />A. FIRE SPRINKLER SYSTEM
<br />B. FIRE ALARM SYSTEM
<br />C. SMOKE EVACUATION SYSTEM
<br />D. ELECTRICAL
<br />E. PLUMBING
<br />F. MECHANICAL
<br />THE BIDDER DESIGN/BUILD SYSTEMS SHALL BE SUBMITTED TO THE
<br />APPROPRIATE JURISDICTION(S) FOR REVIEW AND APPROVAL.
<br />5. SUBCONTRACTORS SHALL PROVIDE DETAILS AND INFORMATION TO THE LOCAL
<br />JURISDICTION FOR APPROVAL SHOWING HOW PENETRATIONS OF FIRE -
<br />RESISTANCE RATED ASSEMBLIES (WALLS, FLOORS & CEILINGS) ARE PROTECTED.
<br />PROVIDE 7" AND/OR "T" RATINGS FOR BOTH MEMBRANE & THROUGH
<br />PENETRATIONS, ALONG WITH APPROPRIATE APPROVAL NUMBERS FOR PROPOSED
<br />FIRESTOPPING SYSTEMS.
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<br />ALLOWED
<br />PROPOSED
<br />V-A 1HR
<br />LEVEL 6
<br />70' ABOVE
<br />68.4'
<br />CONSTRUCTION
<br />GRADE
<br />(FROM GRADE PLANE)
<br />R2
<br />LEVEL 5
<br />PLANE
<br />LEVEL4
<br />OCCUPANCY
<br />a
<br />75' ABOVE AV.
<br />73.05'
<br />Z
<br />LEVEL 3
<br />BASE
<br />(FROM AVERAGE BASE
<br />LEVEL 2
<br />ELEVATION
<br />ELEVATION)
<br />3 HR HORIZONTAL SEPARATION PER IBC 510.2
<br />10.5'
<br />(FROM GRADE PLANE)
<br />1-A
<br />CONSTRUCTION
<br />LEVEL1
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<br />15.7'
<br />u_
<br />(FROM AVERAGE BASE
<br />Z
<br />OCCUPANCY
<br />ELEVATION)
<br />ALLOWED I PROPOSED
<br />V-A 1HR
<br />LEVEL 6
<br />CONSTRUCTION
<br />*4+1
<br />*5
<br />LEVEL 5
<br />STORIES
<br />STORIES
<br />LEVEL 4
<br />R2
<br />ABOVE
<br />ABOVE
<br />a
<br />OCCUPANCY
<br />HORIZONTAL
<br />HORIZONTAL
<br />U_
<br />LEVEL 3
<br />SEPARATION
<br />SEPARATION
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<br />LEVEL 2
<br />3 HR HORIZONTAL SEPARATION PER IBC 510.2
<br />1-A
<br />CONSTRUCTION
<br />LEVEL 1
<br />UL
<br />1 STORY
<br />a.
<br />S-2,13,A-3,A-4
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<br />OCCUPANCY
<br />SEE CALCULATIONS
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<br />BELOW FOR GRADE
<br />PLANE, AVERAGE FINAL
<br />GRADE, AND BUILDING
<br />a
<br />HEIGHT.
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<br />* PRESSURIZED STAIR INCREASE (IBC 504.4.1):
<br />WAC CHAPTER 51-50 AMENDMENTS TO 2015 WASHINGTON STATE BUILDING CODE
<br />SECTION 504.4.1 ALLOWS AN INCREASE OF 1 (ONE) STORY FROM THE ALLOWABLE
<br />MAXIMUM PROVIDED THAT THE INTERIOR EXIT STARWAYS AND RAMPS
<br />ARE PRESSURIZED IN ACCORDANCE WITH SECTION 909.
<br />ALLOWED
<br />PROPOSED
<br />ALLOWED
<br />PROPOSED
<br />~
<br />X
<br />BUILDING EXTERIOR TOTAL
<br />RATIO
<br />BUILDING EXTERIOR TOTAL
<br />RATIO
<br />AREAS COVERED AREAS PER FLOOR
<br />LU
<br />AREAS COVERED AREAS PER FLOOR
<br />VA 1HR
<br />LEVEL 6
<br />20,064 SF
<br />116 SF
<br />20,180 SF
<br />.44
<br />VA 1HR
<br />LEVEL 6
<br />873 SF
<br />220 SF
<br />1,093 SF
<br />.2
<br />CONSTRUCTION
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<br />ZO
<br />CONSTRUCTION
<br />=
<br />LEVEL 5
<br />20,064 SF
<br />116 SF
<br />20,180 SF
<br />.44
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<br />N
<br />LEVEL 5
<br />873 SF
<br />220 SF
<br />1,093 SF
<br />.2
<br />w
<br />R2
<br />45,000 SF MAX
<br />p
<br />R2
<br />45,000 SF MAX
<br />a ~
<br />LEVEL 4
<br />20,064 SF
<br />116 SF
<br />20,180 SF
<br />.44
<br />LEVEL 4
<br />873 SF
<br />220 SF
<br />1,093 SF
<br />.2
<br />OCCUPANCY
<br />PER FLOOR
<br />W 0
<br />=
<br />OCCUPANCY
<br />PER FLOOR
<br />LL
<br />LEVEL 3
<br />20,064 SF
<br />116 SF
<br />20,180 SF
<br />.44
<br />a Z
<br />w
<br />LEVEL 3
<br />873 SF
<br />220 SF
<br />1,093 SF
<br />.2
<br />Z a 0
<br />a
<br />a
<br />LEVEL 2
<br />20,064 SF
<br />116 SF
<br />20,180 SF
<br />.44
<br />N
<br />LEVEL 2
<br />873 SF
<br />220 SF
<br />1,093 SF
<br />2
<br />100,900 SF
<br />2.2
<br />3 HR HORIZONTAL SEPARATION PER IBC 510.2
<br />5,465
<br />1.4
<br />1-A
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<br />CONSTRUCTION
<br />LEVEL 1
<br />UL
<br />30,069 SF
<br />661 SF
<br />30,730 SF
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<br />S2, A-3, A-4, B
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<br />OCCUPANCY
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<br />TYPE V-A ALLOWABLE BUILDING AREA: 36,000 SF (At) I APARTMENTS NORTH I TYPE V-A ALLOWABLE BUILDING AREA: 36,000 SF (At) I APARTMENTS SOUTH
<br />BUILDING AREA CALCULATIONS (IBC 506.2.3): BUILDING AREA CALCULATIONS (IBC 506.2.3):
<br />UPPER LEVEL BUILDING TYPE V-A/ SPRINKLERED (SM) / LEVELS 2-6: UPPER LEVEL BUILDING TYPE V-A/ SPRINKLERED (SM) / LEVELS 2-6:
<br />TYPE V-A ALLOWABLE BUILDING AREA: 36,000 SF (At) per Story TYPE V-A ALLOWABLE BUILDING AREA: 36,000 SF (At) per Story
<br />Aa = {At + (NS x I f)} x Sa Aa = {36,000 + (12,000 x 1)} x 3 = 144,000 SF Aa = {At + (NS x I f)} x Sa Aa = {36,000 + (12,000 x .3)} x 3 = 115,200 SF
<br />Aa = Allowable area (SF) At = Tabular allowable area factor Aa = Allowable area (SF) At = Tabular allowable area factor
<br />NS = Tabular area factor per table 506.2 for non-sprinklered building NS = Tabular area factor per table 506.2 for non-sprinklered building
<br />If = Area factor increase due to frontage (percentage) per 506.3 SEE CALCULATIONS ON If = Area factor increase due to frontage (percentage) per 506.3 SEE CALCULATIONS ON
<br />CS02B If = 1 CS02B If = 1
<br />Sa = Actual number of building stories above grade plane, not to exceed 3. Sa = Actual number of building stories above grade plane, not to exceed 3.
<br />NO STORY SHALL EXCEED THE ALLOWABLE BUILDING AREA PER STORY = 39,960 SF NO STORY SHALL EXCEED THE ALLOWABLE BUILDING AREA PER STORY = 39,960 SF
<br />ACTUAL AREA: 106,365 SF LARGEST ACTUAL STORY: 20,180 SF ACTUAL AREA: 5,465 SF LARGEST ACTUAL STORY: 1,093 SF
<br />NOTE: BUILDING AREA ALSO COMPLIES WHEN CALCULATED AS A MIXED -OCCUPANCY MULTI -STORY NOTE: BUILDING AREA ALSO COMPLIES WHEN CALCULATED AS A MIXED -OCCUPANCY MULTI -STORY
<br />STRUCTURE PER 506.2.4. AGGREGATE SUM OF THE RATIOS IS < 3.0. SEE CALCULATIONS ABOVE. STRUCTURE PER 506.2.4. AGGREGATE SUM OF THE RATIOS IS < 3.0. SEE CALCULATIONS ABOVE.
<br />SITE DIAGRAM: GRADE PLANE, BUILDING HEIGHT CALCULATIONS
<br />BUILDING HEIGHT (IBC CHAPTER 2): THE
<br />VERTICAL DISTANCE FROM GRADE PLANE TO
<br />THE AVERAGE HEIGHT OF THE HIGHEST ROOF
<br />SURFACE - SEE BUILDING ELEVATIONS FOR \
<br />DIMENSIONS.
<br />GRADE PLANE (IBC CHAPTER 2): A REFERENCE
<br />PLANE REPRESENTING THE AVERAGE OF
<br />FINISHED GROUND LEVEL ADJOINING THE
<br />BUILDING AT EXTERIOR WALLS. GRADE SLOPES
<br />UNIFORMLY ALONG EXTERIOR WALL.
<br />BUILDING HEIGHT IBC TABLE 503.4
<br />GRADE PLANE: 570.05'
<br />AVERAGE RIDGE (HIGHEST) 637.8'
<br />BUILDING HEIGHT (IBC): 68.4'
<br />I
<br />CITY OF EVERETT ZONING CODE CHAPTER 6
<br />AVERAGE BASE ELEVATION IS COMPOSED OF THE
<br />AVERAGE OF THE ELEVATIONS AT THE MIDPOINTS
<br />AT THE FOUR SIDES OF A RECTANGLE
<br />ENCOMPASSING THE ENTIRE BUILDING
<br />AVERAGE BASE ELEVATIONS CALCULATIONS
<br />POINT A:
<br />562.19'
<br />POINT B:
<br />545.5'
<br />POINT C:
<br />568.02'
<br />POINT D:
<br />569.84'
<br />AVERAGE BASE ELEVATION:
<br />565.31'
<br />AVERAGE RIDGE (HIGHEST)
<br />637.8'
<br />BUILDING HEIGHT (ZONING)
<br />72.5'
<br />SEE EXTERIOR ELEVATIONS
<br />M
<br />GRADE PLANE CALCULATION
<br />ELA
<br />EL.2
<br />L
<br />(EL.1+EL.2/2)*L
<br />WALL 1
<br />570.3
<br />570.46
<br />234
<br />133,469
<br />WALL 2
<br />570.46
<br />567.47
<br />90.5
<br />51,491
<br />WALL 3
<br />567.97
<br />567.97
<br />14.7
<br />8,349
<br />WALL 4
<br />567.97
<br />567.86
<br />33.8
<br />19,196
<br />WALL 5
<br />567.97
<br />567.86
<br />38.8
<br />22,035
<br />WALL 6
<br />567.86
<br />567.88
<br />109.2
<br />62,011
<br />WALL 7
<br />567.88
<br />567.88
<br />43.6
<br />24,760
<br />WALL 8
<br />567.88
<br />570
<br />27.2
<br />15,477
<br />WALL 9a
<br />570.65
<br />570.65
<br />75.2
<br />42,912
<br />WALL 9b
<br />570.65
<br />570
<br />31.3
<br />15.65
<br />WALL 10
<br />570.65
<br />569.83
<br />44.4
<br />25,316
<br />WALL 11
<br />569.83
<br />570.15
<br />19.2
<br />10,943
<br />WALL 12
<br />570.15
<br />570.15
<br />257.25
<br />147,228
<br />WALL 13
<br />570.15
<br />570.30
<br />65.3
<br />37,234
<br />TOTALS
<br />1,089.2
<br />620,786
<br />GRADE PLANE ELEVATION =
<br />570.05'
<br />POINT A
<br />li 562.19'
<br />570.30'
<br />WALL 1 234'-0"
<br />LEVEL 1 FFE 570.5'
<br />LEVEL 2 FFE 581.0'
<br />� 570.15'
<br />WALL 12 257'-3"
<br />POINT B 567.97'
<br />545.5'
<br />WALL 5
<br />J O
<br />J 38'-10"
<br />M
<br />567.97'
<br />WALL 3
<br />14'-8"
<br />570.46'
<br />567.86'
<br />.97'
<br />0
<br />OHNSON BRAUNDINC.
<br />15200 52nd Ave. South
<br />Suite 300
<br />Seattle, WA 98188
<br />Phone 206.766.8300
<br />www.johnsonbraund.com
<br />ARCHITECTURE
<br />INTERIOR DESIGN
<br />Greg L. Allwine,
<br />Jeffrey A. Williams,
<br />8556
<br />REGISTERED
<br />ARCHITECT
<br />WFFREY THUR WILLIAM
<br />STATE OF WASHINGTON
<br />STAMP
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<br />POINT C
<br />568.02'
<br />2 HR
<br />00
<br />SEPARATION
<br />13Q
<br />PROJECT #: 1827
<br />WALL
<br />o
<br />DRAWN BY: SK
<br />WALL 9b
<br />31'-3"
<br />570.0'
<br />CHECKED BY: ST
<br />Lo
<br />570.65'
<br />BLDG B - CODE
<br />COMPLIANCE
<br />- 570.15'
<br />Q N WALL 10 CS01 B
<br />PERMIT SET 10/09/2020
<br />POINT D 569.83' 570.65'
<br />569.84'
<br />
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