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21-104169-SF-Plan Set-10-05-2021-V1FRONT ELEVATION OF FIRE DAMAGED RESIDENCE FRONT ELEVATION OF RESIDENCE REAR ELEVATION OF RESIDENCE FIRE DAMAGED WALLS AND ROOF AT GARAGE GENERAL NOTES: GENERAL CONDITIONS: I. DO NOT SCALE DRAWINGS. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXPENSE. 4, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT CODE REQUIREMENTS. 5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS AND SPECIAL INSPECTIONS. 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL BE EQUAL OR BETTER IN KIND AS EXISTING MATERIALS. -1. PLUMBING, MECHANICAL AND ELECTRICAL WORK CAS REQUIRED FOR REPAIR WORK) TO BE FILED UNDER SEPARATE PERMITS. PLUMBING, MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY LICENSED AND QUALIFIED PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE. S. CONTACT THIS OFFICE AT (20(o) 281--1500 IF ANY ADDITIONAL DAMAGE IS FOUND OUTSIDE THIS SCOPE OF WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDING ARE FOUND DURING THE CONSTRUCTION WORK. SITE CONDITIONS SAFETY AND DEMOLITION- '3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES. 11. BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING "CALL BEFORE YOU DIG" AT 1-500-424-5555 OR 511. 12. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR A DESIGNATED AREA WITHIN THE SITE TO BE USED FOR THE STORAGE OF MATERIALS AND EQUIPMENT BEFORE COMMENCING WITH THE WORK. THE SECURITY OF THE MATERIALS AND EQUIPMENT STORED ON -SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. THE CONTRACTOR SHALL PROVIDE ITS OWN DUMPSTER FOR CONSTRUCTION DEBRIS. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE AS NEEDED IN AREAS BEING REPAIRED. 16. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. I-1. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. 10. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR ADDITIONAL DAMAGE. CONSTRUCTION: 19. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY STANDARDS AND CODE REQUIREMENTS. THE CONTRACTOR SHALL KEEP A SET OF THESE INSTRUCTIONS ON THE SITE DURING REPAIRS RELATING TO THAT WORK. 20. PROVIDE WEATHER -RESISTIVE / AIR BARRIER BEHIND WALL CLADDING IN ACCORDANCE WITH IRC R103 AND 2015 WASHINGTON STATE RESIDENTIAL ENERGY CODE R402 AND TABLE R402.4.1.1. WEATHER -RESISTIVE / AIR BARRIER SHALL BE CONTINUOUS AND ALL JOINTS SHALL BE TAPED OR SEALED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 21. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS IN ACCORDANCE WITH IRC R-103. 22. INSTALL ROOFING COMPONENTS IN ACCORDANCE WITH IRC CHAPTER 9. 23. THE CONTRACTOR SHALL VERIFY THAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE WITH EACH OTHER, I.E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL IN' STICK) MEMBRANE, ETC. 24. ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON STATE ENERGY CODE. 25. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH IRC SECTION R305. 26. WINDOWS, SLIDING GLASS DOORS AND DOORS SHALL BE INSTALLED WITH PENETRATION FLASHINGS AND IN ACCORDANCE IRC R-103.4 AND WITH ASTM E 2112. 21. ALL VENTILATION OPENINGS SHALL BE SCREENED EXCEPT DRYER VENTS. ALL VENT OPENINGS SHALL HAVE LOUVERS. 25. SMOKE SEAL EXISTING FRAMING THAT IS TO REMAIN. 29. ALL NEW WOOD PLATES, NAILING STRIPS, AND LEDGERS IN CONTACT WITH CONCRETE OR EXPOSED TO THE WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC., SHALL BE PAINTED WITH (2) COATS OF WOOD PRESERVATIVE PAINT. 30. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. 31. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE PLUMBING CODE AMENDMENT RCW 19.211-10. 125'-0"± w WORK THIS PERMIT SHOWN SHADED EXIST. +, EXIST. PATIO tt r EXISTING LANDSCAPING +1 0 � N 0 w 40'-0"± EXIST. EXIST. ASPHALT DRIVEWAY �_ 3V -0"± TO 2ND STORY STORY LOCATION OF SECOND STORY ADDITION, SHOWN � THE INFORMATION ON THIS SITE SITE E FLAN PLAN IS SCHEMATIC AND HAS SCALE: 1" = 20'-0" ®® BEEN DERIVED FROM THE SITE PLAN INFORMATION ON RECORD WITH KING COUNTY, AERIAL PHOTOGRAPHS AND SITE VISIT. IMPERVIOUS AREA CALCULATIONS: IMPERVIOUS AREAS: ROOF 2,018± SQ. FT. PATIO 152 ± SQ. FT. DRIVEWAY 0003± SQ, FT. TOTAL: 2,863± SQ, FT, TOTAL SITE AREA: 9,250 SQ. FT. 2,862 / 9,250 = 31% IMPERVIOUS AREA NOTE: THERE IS NO INCREASE TO THE IMPERVIOUS AREA AS THE FIRST FLOOR BUILDING FOOTPRINT IS UNCHANGED AND THE INCREASED ROOF AREA DUE TO THE NEW SECOND FLOOR OVERHANG IS LOCATED OVER AN EXISTING ASPHALT DRIVEWAY. FIRE PROTECTION NOTES: SMOKE ALARMS: SMOKE ALARMS SHALL BE INSTALLED THROUGHOUT THE ENTIRE BUILDING IN THE FOLLOWING LOCATIONS: • IN EACH BEDROOM. • IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. SMOKE ALARMS SHALL CONFORM TO REQUIREMENTS OF IRC SECTION R314 AND THE FOLLOWING SPECIFICATIONS: • ALARMS SHALL COMPLY WITH UL 21-1. • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA -12 AND MANUFACTURER'S RECOMMENDATIONS. • ALARMS SHALL BE HARD WIRED TO THE BUILDING ELECTRICAL SYSTEM AND BE EQUIPPED WITH BATTERY BACK-UP. • ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. INTERCONNECTION OF THE ALARMS CAN BE MADE WITH PHYSICAL CONNECTIONS OR WITH LISTED WIRELESS CONNECTIONS. • SMOKE ALARMS SHALL NOT BE PLACED WITHIN 3 FEET OF A BATHROOM DOOR UNLESS NO OTHER LOCATION IS ACCEPTABLE. • IONIZATION SMOKE ALARMS SHALL NOT BE PLACED WITHIN 20 FEET HORIZONTALLY FROM A PERMANENT COOKING APPLIANCE. • PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE PLACED WITHIN 6 FEET HORIZONTALLY FROM A PERMANENT COOKING APPLIANCE. CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS SHALL BE INSTALLED THROUGHOUT THE ENTIRE BUILDING IN THE FOLLOWING LOCATIONS: • IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. CARBON MONOXIDE ALARMS SHALL CONFORM TO THE REQUIREMENTS OF IRC SECTION R315 AND THE FOLLOWING SPECIFICATIONS: • ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA -120 AND MANUFACTURER'S RECOMMENDATIONS. • CARBON MONOXIDE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 2034. • CARBON MONOXIDE ALARMS CAN BE COMBINED WITH SMOKE ALARMS. COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 21-1. DWELLING -GARAGE SEPARATION: DWELLING -GARAGE WALL AND CEILING SPECIFICATIONS: PROVIDE DWELLING -GARAGE SEPARATION IN ACCORDANCE WITH IRC R302.6 AND TABLE R302.6 AS FOLLOWS: WALLS: • WHERE HABITABLE SPACE IS PRESENT ABOVE THE GARAGE ALL GARAGE WALLS SHALL BE COVERED WITH NOT LESS THAN 1/2'' THE GYPSUM BOARD SHALL EXTEND FROM THE CONCRETE STEM WALL OR FLOOR SLAB TO THE GYPSUM BOARD CEILING. FASTEN WITH 1 1/4'' LONG ASTM C1002 TYPE W DRYWALL SCREWS AT 16" ON -CENTER. CEILING: (FOR HABITABLE SPACE ABOVE GARAGE) • THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE BY NOT LESS THAN 5/S" TYPE 'X' GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. • FASTEN WITH 1 -1/0" LONG ASTM C1002 TYPE W DRYWALL SCREWS AT (o" ON -CENTER. PENETRATIONS: • THE ANNULAR SPACE AROUND PENETRATIONS THROUGH THE REQUIRED WALL OR CEILING GYPSUM SEPARATION SHALL BE PROTECTED WITH SEALANT IN ACCORDANCE WITH ASTM E126, AS REQUIRED BY IRC R302.11, ITEM 4. DWELLING -GARAGE OPENING (DOOR) SPECIFICATIONS: NEW DOOR SHALL MEET THE FOLLOWING SPECIFICATIONS: • CONTRACTOR TO VERIFY THE EXISTING DIMENSIONS • SHALL BE EITHER (IRC R302.5.1): A SOLID WOOD DOOR NOT LESS THAN 1 3/8" THICK A SOLID OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/8" THICK A 20 MINUTE FIRE -RATED DOOR • SHALL BE EQUIPPED WITH A SELF -CLOSING DEVICE • PROVIDE WEATHER STRIPPING AND/OR GASKETS • SHALL NOT BE DIRECTLY INTO A ROOM FOR SLEEPING PURPOSES w Z } I I SCOPE OF WORK SUMMARY TYPE: FIRE DAMAGE REPAIR, ADDITION, AND REMODEL THE PURPOSE OF THESE DRAWINGS IS TO SHOW REPAIRS FOR THE DAMAGE CAUSED BY THE RECENT FIRE AT THE SUBJECT RESIDENCE LOCATED IN FEDERAL WAY, WASHINGTON. THE DRAWINGS ALSO SHOW THE ADDITION OF THE SECOND STORY OVER THE EXISTING GARAGE AS WELL AS MODIFICATIONS TO SOME INTERIOR NON -BEARING WALLS AT OTHER LOCATIONS. THE STRUCTURAL DAMAGE CAUSED BY THE FIRE OCCURRED PRIMARILY TO THE GARAGE FRAMING AND ROOF TRUSSES ABOVE. ALL OF THE INTERIOR FINISHES, INSULATION, FIXTURES, AND WINDOWS ARE BEING REMOVED AND REPLACED DUE TO SMOKE AND WATER DAMAGE. ALSO, THE A PORTION OF THE ROOF STRUCTURE AND THE GARAGE WALLS WERE DAMAGED AND ARE BEING REPLACED. A REVIEW OF THE LATERAL FORCE RESISTING SYSTEM AND PROPOSED CHANGES HAVE BEEN PERFORMED. REQUIRED IMPROVEMENTS ARE INCLUDED IN THESE DRAWINGS. THE EXISTING BUILDING FOOTPRINT IS BEING EXPANDED BY THE SECOND STORY ADDITION. THE SECOND FLOOR WILL OVERHANG THE FIRST FLOOR BY TWO FEET AT THE FRONT OF THE GARAGE. EXCLUSIONS: ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER -RESISTIVE ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, INTERIOR FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, ETC. IS NOT INCLUDED IN THESE DRAWINGS. St. Luke's S 3121h St Lutheran Church z 1 p n T N y Mirror Lake Elementary School P T-p.-My c Need Q Kingdom Hal I of Jehovah's Witnesses 3 316th Pt S 317th S S 312th St 3131h 51 5 314ih St 2 � S A -Q CtFe 2710th Ave S, eral Way, WA 93603 Mirror Lake Park 1_�` 315�h 51 VICINITY 1"IAP 0� Nh SCALE: N.T.S. 5 3, 6th St S 312th St S3121h H Mart Federal Way 5 �t I Traditional Barnes & Noble Korean Beef Soup i Pavilions Centre 7 $ MElo( P etc-0 Tokyo-ya Ramen JOANN Fabrics: and Crafts = 53161h 51 53141h 51 Best Buy 9 n Pavilions Centre II19 317th St 7}gth � M Trapper's Sushi ASSESSOR'S Nii -151E 440-024rp LEGAL DESCRIPTION: SOUNDCREST DIV # 3 PLAT BLOCK: S PLAT LOT: 4 U I L D ING DATA: JURISDICTION: CITY OF FEDERAL WAY CODES: 2010 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL EXISTING BUILDING CODE NEBC) 2010 WASHINGTON STATE ENERGY CODE (WSEC) ZONING: RS-1.2 - 1 UNIT/7,200 SQ. FT. OCCUPANCY: R-3 (SINGLE FAMILY RESIDENCE) LOT SIZE: 9,250 SQ. FT. OR .21 ACRES (PER KING COUNTY) BUILDING AREA: MAIN FLOOR: 1,223 SQ, FT. 2ND FLOOR: 668 SQ. FT. ATTACHED GARAGE: 344 SQ. FT. SHEET INDEX 5 336th p, Kum "ng Sang Blip 11fil Buffet Tr s3lsth Pl SHEET 1 SCOPE OF WORK SUMMARY, SITE PLAN, VICINITY MAP, ASSESSOR'S NO., LEGAL DESCRIPTION, SHEET INDEX AND NOTES SHEET 1.1 NOTES SHEET 2 FIRST FLOOR PLAN AND SECOND FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 LOWER ROOF/SECOND FLOOR FRAMING PLAN, UPPER ROOF FRAMING PLAN AND PARTIAL FOUNDATION PLAN SHEET 5 BUILDING CROSS -SECTIONS AND SECTIONS SHEET 6 SECTIONS RECEIVED Oct 0/ 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 0 z 0 N 0 w ny N I `L V yyy O o o U U Q 1 0 I o °O o N to ror, I o N �u N � 0 N 0 M O 0 N � •� I (n M a 1 °O </1 c C� o t L 0 3 z� 0 0 N N N T m o p o v m Sri t.n i �o o zs �_ `n N �o rV P -,a /u� v..` r% � a j__ 1U LU LU Z O O5Z 113) LU LU c O LU in LU z tu U 4 LU'nn� 4 ul w Cl i� J.0 u 1L DLO l� . LuFIm aUl Ua -4 iF Z N 10/4/2021 21035.01 WD 01.dwg ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2021 Job 1 21035.01