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G\ 1.03/ il8'=1'-0' <br />CODE REVIEW INFORMATION <br />GOVERNING CODES AS ADOPTED BY CITY OF EVERETT AND AMENDED BY WASHINGTON ADMINISTRATIVE CODE <br />103 <br />BUSINESS GROUP B: BUSINESS GROUP B <br />2018 INTERNATIONAL BUILDING CODE (WITH LOCAL AMENDMENTS) <br />APPENDIX G, FLOOD RESISTANT CONSTRUCTION <br />504.3 <br />ALLOWABLE BUILDING HEIGHTS: MAXIMUM HEIGHT FOR A GROUP B BUILDING OF TYPE V-B CONSTRUCTION, <br />APPENDIX J, GRADING <br />NON-SPRINKLERED IS 40'ABOVE GRADE PLANE. ACTUAL HEIGHT IS 22'-0'. <br />2018 INTERNATIONAL MECHANICAL CODE <br />2018 INTERNATIONAL FUEL GAS CODE <br />504.4 <br />ALLOWABLE BUILDING STORIES: MAXIMUM STORIES ABOVE GRADE PLANE FOR GROUP B OF TYPE V-B <br />2018 INTERNATIONAL FIRE CODE (WITH LOCAL AMENDMENTS) <br />CONSTRUCTION, NON-SPRINKLERED IS 2. ACTUAL STORIES IS 1. <br />APPENDIX B, FIRE -FLOW REQUIREMENTS FOR BUILDINGS <br />APPENDIX C, FIRE HYDRANT LOCATIONS AND DISTRIBUTIONS <br />506.2 <br />ALLOWABLE AREAS: MAXIMUM AREA FOR GROUP B OF TYPE V-B CONSTRUCTION, NON-SPRINKLERED, IS <br />APPENDIX D, FIRE APPARATUS ACCESS ROADS <br />9,000 SF. <br />2018 UNIFORM PLUMBING CODE (WITH AMENDMENTS PER THE REVISED CODE OF WASHINGTON) <br />ACTUAL AREA =2,600 SF <br />APPENDIX A, RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM <br />APPENDIX B, EXPLANATORY NOTES ON COMBINATION WASTE AND VENT SYSTEMS <br />601 <br />FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: TYPE V-B CONSTRUCTION: <br />APPENDIX D, SIZING STORM WATER DRAINAGE SYSTEMS <br />PRIMARY STRUCTURAL FRAME-0 HOURS <br />APPENDIX I, INSTALLATION STANDARDS <br />BEARING WALLS — 0 HOURS <br />CHAPTER 70.92 REVISED CODE OF WASHINGTON— PROVISIONS FOR AGED AND HANDICAPPED PERSONS <br />NON -BEARING WALLS AND PARTITIONS-0 HOURS <br />2018 WASHINGTON STATE ENERGY CODE <br />FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS-0 HOURS <br />2017 NATIONAL ELECTRIC CODE <br />ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS-0 HOURS <br />ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - ICCIANSI Al1T.1 - 2009 AND W AC 5150.005 <br />REGULATIONS FOR BARRIER -FREE FACILITIES <br />602 <br />FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS: TYPE V-B CONSTRUCTION, GROUP B ISO - <br />JURISDICTIONAL UTILITY COMPANY REQUIREMENTS <br />HOURS FOR A FIRE SEPARATION DISANCE OF 10 FEET OR GREATER. <br />STATE DEPARTMENT OF LABOR REQUIREMENTS <br />STATE DEPARTMENT OF HEALTH REQUIREMENTS <br />705.2 <br />MINIMUM DISTANCE OF PROJECTION: WHERE FIRE SEPARATION DISTANCE IS 5 FEET OR GREATER MINIMUM <br />STATE AND FEDERAL SAFETY AND HEALTH LAWS <br />DISTANCE FROM LINE IS 40 INCHES. <br />2016 ASHRAE STANDARDS INCLUDING BUT NOT LIMITED TO 55, 62.1, 90.1, AS APPLICABLE <br />2015 NFPA 90 <br />705.8 <br />MAXIMUM AREA OF UNPROTECTED EXTERIOR WALL OPENINGS: <br />SMACNA HVAC SYSTEMS DUCT DESIGN -CURRENT EDITION <br />EAST AND WEST WALLS: X>30 (UP, NS) NO LIMIT <br />SMACNA HVAC DUCT CONSTRUCTION STANDARDS -CURRENT EDITION <br />NORTH WALL: X>30 (UP, NS) NO LIMIT <br />NFPA 13-CURRENT EDITION <br />SOUTH WALL: X>30 (UP, NS)NO LIMIT <br />718.2 <br />FIREBLOCKING: FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES HORIZONTALLY AT INTERVALS NOT <br />EXCEEDING 10 FEET. <br />718.4.3 <br />DRAFSTOPPING IN ATTICS: SHALL BE USED TO SUBDIVIDE CONCEALED ROOF SPACES SUCH THAT HORIZONTAL <br />AREAS DO NOT EXCEED 3,000 SF. <br />ACTUAL ATTIC AREA =1,390 SF. <br />CODE PLAN LEGEND <br />OCCUPANCY TAG: <br />ROOM I AREA NAME <br />ROOM NA�81ACE AREA <br />8888E SF= ### <br />�N UM BER OF OCCUPANTS <br />##k <br />OCCUPANT LOAD FACTOR <br />+ <br />J EXIT PATH <br />T EXIT WIDTH PROVIDED <br />Lj <br />NUMBER OF OCCUPANTS EXITING <br />° — EXIT WIDTH REQUIRED <br />+ <br />+ <br />----- 1 HOUR FIRE BARRIER- SEAL PERIMETER AND <br />PENETRATIONS PER DETAILS ON THIS SHEET <br />+ <br />0 SURFACE MOUNTED FIRE EXTINGUISHER - SEE <br />+ <br />FIE SPECIFICATIONS <br />+ <br />NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS. <br />+ <br />+ <br />®KEYNOTES <br />+ <br />4 <br />1 LOCATION OF BUILDING NUMBER. <br />+ <br />+ <br />+ + <br />+ <br />T <br />NORTH REF <br />803.13 INTERIOR FINISH REQUIREMENTS BASED ON GROUP: GROUP'B', NOWSPRINKLERED: <br />INTERIOR EXIT PASSAGEWAYS —CLASS A <br />CORRIDORS FOR EXIT ACCESS — CLASS B <br />ROOMS AND ENCLOSED SPACES — CLASS C <br />EMC CHAPTER 16.76- FIRE SUPPRESSION REQUIRED IN GROUP'B' OCCUPANICES OVER 6,000 SF. <br />ACTUAL FIRE AREA = 3,613 SF, SPRINKLER SYSTEM NOT REQUIRED. <br />906 PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED PER THE <br />REQUIREMENTS OF THIS SECTION. <br />MAXIMUM FLOOR AREA PER EXTINGUISHER: 11,250 SF <br />MAXIMUM TRAVEL DISTANCE: 75 FEET <br />907.2.2 FIRE ALARM AND DETECTION SYSTEMS —A MANUAL FIRE ALARM SYSTEM IN A GROUP'B' OCCUPANCY SHALL <br />BE PROVIDED WHERE THE COMBINED OCCUPANT LOAD IS 500 OR GREATER <br />ACTUALOCCUPANT LOAD = 18. FIRE ALARM NOT REQUIRED. <br />EMC CHAPTER 16.76-AN APPROVED AUTOMATIC FIRE DETECTION SYSTEM SHALL BE PROVIDED IN A GROUP -B. <br />OCCUPANCY WHERE THE GROSS FLOOR AREA EXCEEDS 3,000 SF. <br />ACTUAL GROSS FLOOR AREA = 2,600 SF. FIRE DETECTION NOT REQUIRED, <br />1004 OCCUPANT LOAD: OCCUPANT LOAD FACTOR PER TABLE 1004.5: <br />FOR BUSINESS AREAS -150 GROSS SF PER OCCUPANT. <br />1005.3.2 OTHER EGRESS COMPONENTS: MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT SHALL BE <br />USED TO CALCULATE MEANS OF EGRESS CAPACITY. <br />1006.2.1 EGRESS FROM SPACES: ONE EXIT SHALL BE PROVIDED PER THE REQUIREMENTS OF THIS SECTION <br />WHERE THE OCCUPANT LOAD IS NO MORE THAN 49. MAXIMUM COMMON PATH OF EGRESS TRAVEL <br />DISTANCE NOT TO EXCEED 75 FEET. <br />1017.2 EXIT ACCESS TRAVEL DISTANCE: FOR GROUP 'B' OCCUPANCY, NON-SPRINKLERED, IS 200 FEET. <br />1202.2 VENTILATION REQUIRED: ENCLOSED ATTIC SPACE TO HAVE NET FREE VENTILATED AREA OF NOT LESS <br />THAN V150 AS IN ACCORDANCE WITH THIS SECTION. <br />1208.2 ATTIC ACCESS: AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES SHALL BE PROVIDED TO ANY ATTIC <br />AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES. <br />NOTE: MECHANICAL VENTILATION IS REQUIRED IN EACH TENANT SPACE, REFER TO MECHANICAL SHEETS FOR <br />VETINLATION SYSTEM, <br />PROJECT ARCHITECT: SCALE: As Indicated <br />• 5816 P. GOSS <br />Cushing PORT OF EVERETT G 1.03 <br />R EO <br />Port of Terrell A CT DESIGNED BY DATE WPC - FISHERMAN'S HARBOR CIPNO. <br />EVERETT C. ECKE OTI2TI2021 <br />EL CHECKED BY I CHECKED BY COMMERCIAL DEVELOPMENT 2-0-Ofi4-01 <br />T OFL F. O'L GTCN DEESE O'LEARV PROJECT NO. <br />W. 9JN o5L cushingterrell.com AP PROVED BYItAST NAME PARCEL A17 PDWP-2021-04 <br />HL11, wQA Ae= ), 000.75z9522 071271202, MFo 00% ISSUED FOR BID <br />'^ n' NO. DATE BY REVISION 0 2021 1 ALL RIGHTS RESERVED CODE REVIEW SHEET NO. 4 OF 85 <br />