3322 52ND PL SW 2019 Plans 2022-10-28

- 15UIL tN G ENVELOPE EC t t C T IO* S. SCOPE OF WORK SUMMARY GENERAL NQT S: ENERGY CODE: TYPE: FIRE DAMAGE REPAIR o GENERAL CONDITIONS: PROVIDE THERMAL INSULATION IN ACCORDANCE WITH 2O15 WASHINGTON STATE THE PURPOSE OF THESE DRAWINGS IS TO SHOW REPAIRS FOR THE DAMAGE CAUSED BY THE 1. DO NOT SCALE DRAWINGS. ENERGY CODE IN ACCORDANCE WITH RESIDENTIAL TABLE R402.1.1 RECENT FIRE AT THE LARSSEN RESIDENCE LOCATED IN EVERETT, WA. 2. REPETITIVE FEATURES MAY BE DRAWN OR CALLED OUT ONCE, BUT SHALL BE COMPLETELYiis*%%•%%,,,, / THE STRUCTURAL DAMAGE CAUSED BY THE FiRE OCCURRED TO A WOOD FRAMED CHIMNEY PROVIDED AS IF DRAWN iN FULL. ROOF RAFTERS R-3 / INCH /'' A3*.9:8,, AND CAUSED ISOLATED ROOF, FLOOR AND EXTERIOR WALL FRAMING DAMAGE. THESE EXTERIOR WALL R-15 (2x4 FRAMING, EXIST.) T DRAWINGS PROVIDE THE INFORMATION NECESSARY TO RESTORE THE BUILDING TO ITS - 3. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND SHALL SE IN ACCORDANCE WITH HEADERS R-10 i � t/ • PRE-FIRE CONDITION. INTERIOR FINISHES WLL BE REMOVED AND REPLACED IN THE ROOMS ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS AND RECOMMENDATIONS. THE WORK FLOOR R-30 \T6 • / ,�Q)8�'' WHERE FRAMING IS CHARRED AND IN THE ADJACENT AREAS AS REQ'D. THE EXISTING CHIMNEY SHALL ALSO BE IN STRICT CONFORMANCE WITH INDUSTRY STANDARDS AND COMPLY WITH ACCESS HATCHES AND DOORS SAME AS SPACE ACCESSING ` `�' ,�/ FL IS = ING I iLL 10 WIT ►EW F •OR M( e SOUND ENGINEERING AND CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL REPLACE HVAC DUCTS (ATTIC) R-8 i \%� r/ i PORTIONS OF THE INSTALLED WORK THAT DOES NOT MEET THESE REQUIREMENTS AT THEIR EXHAUST DUCTS (ATTIC) R-4 \ THE EXISTING SUNROOM GLASS ROOF AND EXTERIOR WALL IS BEING REPLACED WITH WOOD EXPENSE. HOT WATER PIPES R-4 / '�. o ft r �, 1 FRAMING. v N 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND GLAZING U=0.30 MAX. / THERE IS NO INCREASE TO THE EXISTING HEIGHT OR BUILDING FOOTPRINT. LOCAL LAWS, AND IN ACCORDANCE WiTH CURRENT CODE REQUIREMENTS. DOORS U=0.30 MAX. p's ,,Q i EXCLUSIONS 5. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED LOCAL JURISDICTION INSPECTIONS A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R-VALUES, WINDOW AND DOOR 1 AND SPECIAL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE INSPECTION U-VALUES, DUCT AND AIR LEAKAGE TESTING RESULTS SHALL BE POSTED ADJACENT LANDSCAPING ARCHITECTURAL DETAILING SUCH AS, BUT NOT LIMITED TO: ROOFING, WEATHER-RESISTIVE REPORTS TO THE OWNER. TO THE ELECTRICAL PANEL. 4I ASSEMBLIES, WATERPROOFING, EXTERIOR SIDING, FLASHING, VENTILATION, WINDOWS, DOORS, / 1 FiRE-RESISTIVE ASSEMBLIES, INTERIOR FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, ETC. IS 6. ALL NEW AND/OR REPLACEMENT MATERIALS SHALL SE EQUAL OR SETTER IN KIND AS WINDOWS ANI;> SLIDING GLASS DOORS cR402.4.3):SHALLMEETFOLLOWINGSPECIFICATIONS: iI WORK THIS PERMIT NOT INCLUDED IN THESE DRAWINGS. WINDOWS THE EXISTING MATERIALS. SHOWN SHADED `% CONC. DRIVE 1 01 I. SHALL BE NRFC 100 CERTIFIED. 1 NO REVIEW HAS SEEN MADE OF THE ADEQUACY OF THE EXISTING UNDAMAGED FRAMING 1. THE CONTRACTOR SHALL FILE FOR AND SHALL OBTAIN THE PERMITS FOR ALL WORK IF 2.HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT WHEN MEMBERS. 0i REQUIRED BY ANY GOVERNMENTAL AGENCIES. TESTED IN ACCORDANCE WITH NRFC 400 OR AAMA/WOMA/CSA 101II.S2/A440, 1 N ),•: DOORS (R402.43): '� GARAGE 1 � .w -y _ (Q8. MECHANICAL AND ELECTRICAL TO BE FILED UNDER SEPARATE PERMITS AND SHALL BE EXTERIOR tl�' _ • ` it* EXTERIOR DOORS SHALL HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0 5 CFM � „. , 8 o w V 8 r Q BIDDER DESIGNED. MECHANICAL AND ELECTRICAL REPAIR DESIGN TO BE PERFORMED BY1 HOUSE P i t LICENSED AND QUALIFIED MECHANICAL AND ELECTRICAL CONTRACTORS. ALL NEW PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRFC 400 OR *% MECHANICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WASHINGTON STATE AAMA/WOMA/CSA 101/I.S.2/A440. \ / A, ENERGY CODE. THE COST OF SUCH MECHANICAL PERMITS SHALL BE INCLUDED IN THE SID r'"�'~'' b,, a VAPOR RETARDERS CR4O2.{.5): % /' .` 9. CONTACT THIS OFFICE AT (206) 281-1500 IF ANY DAMAGE IS FOUND OUTSIDE THIS SCOPE OF PROVIDE A VAPOR RETARDER WITH A MINIMUM ONE PERM DRY CUP RATING ON `�,. �,,,....- c._D ^I' WORK DURING DEMOLITION OR ANY VARIATIONS TO THE SITE OR EXISTING BUILDINGS) ARE INTERIOR (WARM) SIDE OF CEILINGS, WALLS AND FLOORS THAT SEPARATE A HEATED $ '�,,,•,' o FOUND DURING THE CONSTRUCTION WORK FROM AN UNHEATED SPACE. \ ��' VAPOR RETARDER SHALL BE 6 MIL POLYETHYLENE SHEETING. PVA PAINT HAVING A r< Additional Permits PERMEANCE RATING OF ONE PERM DRY CUP RATING OR LESS IS ACCEPTABLE ON *% r��.•'''�r For This Project To lnlde..,.:: u SITE CONDITIONS, SAFETY AND DEMOLITION: WALLS. \ .�,,,. �, §A 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SiTE, % �0/'" ►i Plumbing Qpr, h ATTACH POLYETHYLENE SHEETING TO THE UNDERSIDEOF CEILING JOISTS AND c .�<v INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE INTERIOR FACE OF WALL STUDS BY APPLYING CONTINUOUS BEAD OF SEALANT TO '' ►� Mechanical Fire Mara;, N^ WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL -- EACH JOIST OR STUD. tii Electrical q* `A° C�1 CNIO WORKING HOURS. - u i1. THE CONTRACTOR SHALL PROVIDE ACCEPTABLE SAFETY AND SECURITY MEASURES AND INSTALL POLYETHYLENE IN CONTINUOUS SHEETS AS MUCH AS POSSIBLE, ACROSS BOULEVARD w PROJECT. 6 SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE CEILING AND WALL. WHERE LAPS DO OCCUR, THE LAPS SHALL BE 6" MINIMUM AND Japanese Gulch Tail . , SEALED WITH TAPE OR SEALANT. CONTINUOUSLY SEAL BOTTOM AND TOP EDGES TO I //�� NOTE: an Trails Dog Park dyl :I ti BLUFFS :� WALL AND CEILING TERMINATIONS. SEAL VAPOR RETARDER TO ANY CONDUIT, BOXES, SITE PI�AN THE INFORMATION ON THIS SITE PLAN IS M 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PIPING OR OTHER ITEMS WITHIN THE CEILING AND WALL SYSTEM, REPAIR ANY TEARS SCALE: 1" = 301-0" 4 SCHEMATIC AND HAS BEEN DERIVED PROTECTION TO PROTECT THE PUBLIC FROM INJURY DUE TO DEMOLITION AND REPAIR WORK OR PENETRATIONS OF VAPOR RETARDER WITH APPROVED TAPE PRIOR TO FROM THE SITE PLAN INFORMATION ON INSTALLATION OF DRYWALL. RECORDWITH KING COUNTY, AERIAL. (1 BARRICADES ARE TO REMAIN IN PLACE AFTER DEMOLITION WORK HAS BEEN COMPLETED03 M AND THROUGHOUT THE DURATION OF THE WORK. PHOTOGRAPHS AND SITE VISIT. .. MECHANICAL VENTILATION: Rw ap data 4= U1'4 Q e 13. THE CONTRACTOR SHALL REASONABLY SECURE SCAFFOLDING, WORK AREAS, BUILDING PROVIDE SOURCE SPECIFIC FANS IN ACCORDANCE WITH WASHINGTON STATE STRUCTURAL NOTES (CONT): ASSESSOR'S ��_� �l� � ��2l32Q� 0 MATERIALS AND TOOLS FROM ACCESS TO THE PUBLIC AT ALL TIMES, MECHANICAL CODE. t� SOURCE SPECIFIC: RANGE HOOD 100 CFM STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: I . n rk n 14. THE REQUIRED AND/OR IMPLIED DUTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC, TO t `f f IA ' ` _' BATHROOMS 50 CFM 1.0 SONE MAX. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING SCR P i ON � .-Z4.4 to . k 1 � CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE DOES NOT, AND IS LAUNDRY ROOMS 50 CFM 1.0 SONE MAX. RULES FOR WESTERN LUMBER, USE THE FOLLOWING SPECIES AND MINIMUM GRADE: 1�` MEASURES N ON, OR NEAR THENOT INTENDED TO, INCLUDE R CONSTRUCTION SITE.ADEQUACYW OF THE OF THE CONTRACTOR'S SAFETY BRIDLE PARK ELK 002 D-00 - LOT 32 TGW THAT PIN LOT 33 OAF - INov Teti Lj EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE RESIDENCE ARE STUDS 4 COLUMNS HEM-FIR "2 F0=I300 PSI OR STUD GRADE Fc=800 PSi BEG AMU COR OF SD LOT 33 TH N60.54 24E ALG S LN OF SD LOT 33 15. THE CONTRACTOR AND THE SUB-CONTRACTORS SHALL VISIT THE SITE TO REVIEW THE TO BE LOCATED A MINIMUM OF 3'-0" FROM WINDOW AND DOOR OPENINGS. WALL PLATES 4 SILLS HEM-FIR "2 Fb=850 PSi DiST OF 131.11FT TH N66.40 16W 8036Ft TAP ON W LN OF SO LOT33 THI- r EXISTING SITE, BUILDING CONDITIONS, AND FEATURES, INCLUDING, BUT NOT LIMITED TO: JOISTS t RAFTERS HEM-FIR °I Fb=915 PSI OR «2 Fb=850 PSI 523* 1944W ALG W LN OF LOT 33 DISTOF 104.43FT TO POE PER BLA Perm IVI ' �- GRADES, DIMENSIONS, ACCESS t0 THE WORK, POWER ACCESS, STAGING, REFUSE DISPOSAL, LIGHTING (R404.I): 10-81 AF NO 8810010051 S MATERIAL STORAGE, ETC. A MINIMUM *OF 15 PERCENT OF ALL NEW PERMANENTLY INSTALLED BULBS IN LIGHTING HEADERS 4 FLUSH SEAMS HEM-FiR I Fb=915 PSI OR "2 Fb=850 PSI �+ �• FIXTURES SHALL BE HIGH-EFFICACY BULBS. SEAMS (4x 4 SMALLER) HEM-FIR 41 Fb=915 PSI OR "2 Fb=850 PSI �7l4EE 1 iNit,Ex c.tc RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE SHEET i SCOPE OF WORK SUMMARY, SITE PLAN, VICINITY MAP, ASSESSOR' 0 �� 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, S NO., LEGAL 4$' METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK IC-RATED AND CERTIFIED UNDER E 263 AS HAVING AN AIR LEAKAGE RATE NOT MORE ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL EE DESCRIPTION, SHEET INDEX AND NOTES y� ' THAT 2.0 CFM WHEN TESTED AT A 1.51 PSF (15 PA) AND SHALL HAVE A LABEL PLYWOOD OR ORIENTED STRAND BOARD (OSB). BOND CLASSIFICATION SHALL BE 'EXPOSURE 1 SHEET 2 MAIN FLOOR PLAN 31 41$,..i\I '1 1 R I'' 11. PROVIDE SCAFFOLDING AND TEMPORARY WEATHER PROTECTION FOR AREAS OF NE ATTACHED SHOWING COMPLIANCE. WHERE PROTECTED FROM THE WEATHER. BOND CLASSIFICATION SHALL SE 'EXTERIOR' WHERE SHEET 3 UPPER FLOOR PLAN *, BUILDING EXPOSED DURING CONSTRUCTION AS NECESSARY TO ACCOMPLISH THE REPAIR EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING PANELS SHALL HAVE I/8" SHEET 4 PARTIAL UPPER FLOOR FRAMING PLAN, PARTIAL ROOF FRAMING PLAN W' ° 4` �\ WORK SUFFICIENTLY AND TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK GAP. SHEET 5 SECTIONS, PARTIAL BUILDING CROSS SECTION AND ROOF VENT CALCULATIONS cam,• ` PROGRESSES. •- + `�+ 18. PROPERLY PROTECT OR CAP ALL UTiLItIES THAT MiGHt BE DISTURBED DUE TO DEMOLITION FIRE E PRO I ECTION NOTES: ENGINEERED WOOD PRODUCTS: BUILD ING DATA:: -t -� SMOKE ALARMS: PSL ENGINEERED WOOD SHALL BE MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH L/ 1� �./ I Irk Permit#: B1905-031 ACTIVITY. SMOKE ALARMS SHALL BE INSTALLED THROUGHOUT THE ENTIRE BUILDING IN ICC-ES ESR-1381. ALTERNATE MANUFACTURER'S REQUIRE ENGINEER'S APPROVAL PRiOR TO JURISDICTION: CITY OF EVERETT Site Address: 3322 52ND PL`j',�'Li 19. PROTECT EXISTING FINISHES, FIXTURES, EQUIPMENT, ETC. THAT ARE TO REMAIN FROM DAMAGE THE FOLLOWING LOCATIONS: FABRICATION. USE THE FOLLOWING MINIMUM GRADE: CODES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) Owner: LARSSEN BRADLEY G DURING CONSTRUCTION. • IN EACH BEDROOM. 2015 WASHINGTON STATE ENERGY CODE (WSEG) Tenant: [TenNamel • IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. PARALLAM PSL BEAMS: GRADE 22E Fb = 2900 PSI ZONING'' RS App.Date: 5/22/2019 20. PRiOR TO GENERAL/SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE • ON EACH FLOOR. OCCUPANCY: R-3 (SINGLE FAMILY RESIDENCE) Proposed Use: SFR DETACHED PERMISSION OF THE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS GENERAL WOOD FRAMING NOTES: LOT SIZE: 23,000 SQFT. BUILDING AREA: FIRST FLOOR: 2212 SQFT. Description: FIRE DAMAGE REPAIR PRESENT IN DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND SMOKE ALARMS IN EXISTING BUILDINGS SHALL CONFORM TO REQUIREMENTS I. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES 23-25 IN UPPER FLOOR: 1956 SQFT. IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND OF IFC SECTION 1103.8 AND THE FOLLOWING SPECIFICATIONS: ICC-ES EVALUATION REPORT ESR-1539. BASEMENT 1114 SQFT. Reviewed By: r Date: DISPOSE OF OFF SITE AT AN APPROVED DUMP SiTE AFTER OBTAINING (OWNER'S) PERMISSION • ALARMS SHALL COMPLY WITH UL 211. 2.PROVIDE CONTINUOUS 2x SOLID BLOCKING OR ENGINEERED LUMBER BLOCKING OR A RIM ATTACHED GARAGE 984 SOFT. Office Set Join Site Set Fire/Planning Set TO DO SO. • ALARMS SHALL BE INSTALLED IN ACCORDANCE WiTH NFPA 12 AND JOIST FOR FRAMING MEMBERS AT ALL SUPPORTS. LARMSSHALLMANUFACTURER'S RECOMMENDATIONS, 3.FLUSH BEAMS (FB) NOT CALLED OUT ON THE PLANS SHALL SE DOUBLE JOISTS. STRUCTURAL NOTES 21. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER. • ALARMS SHALL SE HARD WIRED TO THE BUILDING ELECTRICAL SYSTEM AND BE EQUIPPED WITH BATTERY BACK-UP. 4.PROYIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST SPAN. 22. THE CONTRACTOR SHALL TRANSPORT AND DISCARD IN A LEGAL MANNER ALL CONSTRUCTION • ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE S.ALL COLUMNS NOT CALLED OUT ON THE PLANS AND/OR SCHEDULE SHALL BE (2) STUDS CODE: DEBRIS AND REMOVED ITEMS NOT INTENDED FOR REUSE. ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS iN THE SPIKED TOGETHER WITH 10d COMMON NAILS AT 6" O.C., STAGGERED WITH ADJACENT NAILS THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 EDITION AND THE 2015 INTERNATIONAL (\ INDIVIDUAL UNIT. INTERCONNECTION OF THE ALARMS CAN SE MADE WiTH DRIVEN FROM OPPOSITE SIDES. EXISTING BUILDING CODE (IEBC), WITH THE STATE OF WASHINGTON AMENDMENTS. 4 �•l 23. INSPECT CONCEALED SPACES UNCOVERED DURING THE DEMOLITION PHASE FOR DAMAGE. PHYSICAL CONNECTIONS OR WITH LISTED WIRELESS CONNECTIONS. 6.ALL LAMINATED SEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 1001 NAILS AT 6" • SMOKE ALARMS SHALL NOT BE PLACED WITHIN 3 FEET OF A BATHROOM O.C. ALONG EACH EDGE UNLESS OTHERWISE NOTED. LIVE LOADS: }"' A 24. THE CONTRACTOR IS TO LEAVE THE SITE BROOM CLEAN FROM CONSTRUCTION RELATED DOOR UNLESS NO OTHER LOCATION IS ACCEPTABLE. 1.PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. ROOF SNOW LOAD 25 PSF !L �- -- DEBRIS AFTER DEMOLITION WORK IS COMPLETE, AT THE END OF EACH DAY AND AT THE END • IONIZATION SMOKE ALARMS SHALL NOT BE PLACED WITHIN 20 FEET B.PROV(DE SiLL SEAL/GASKET BETWEEN LUMBER AND CONCRETE OR MASONRY. FLOOR 40 PSF ILI .4: OF THE PROJECT. HORIZONTALLY FROM A PERMANENT COOKING APPLIANCE. SEALER/GASKET SHALL PROVIDE A CAPILLARY BREAK. }` • PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE PLACED WITHIN 6 FEET UM 9.ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2x8 OR A NAILS: (�� '� CONSTRUCTION: HORIZONTALLY FROM A PERMANENT COOKING APPLIANCE. 3 1/2"x 1 1/4" LAMINATED STRAND LUMBER (LSL) WITH ONE CRIPPLE AND ONE STUD EACH NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 23-25 IN ICC-ES a '"'" II O� n 25. ALL SUCH PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE V MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, INDUSTRY IN EXISTING AREAS WHERE REPAIRS DO NOT REQUIRE THE INTERIOR WALL END FOR OPENINGS 4 -0 WIDE OR LESS, AND (2) 2xI2 WITH TWO CRIPPLES AND ONE STUD EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND TOOL U ' 0 STANDARDS AND CODE REQUIREMENTS. AND CEILING FINISHES BE REMOVED EXPOSING THE STRUCTURE, THE SMOKE FOR OPENINGS MORE THAN 4'-0" WIDE. ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS UNLESS NOTED Cl)c°a Cl) > a z ALARMS DO NOT NEED TO BE INTERCONNECTED AND THE ALARMS MAY BE 10. PROVIDE ONE LAYER OF 40* ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE AS FOLLOWS: 26. PROVIDE WEATHER-RESISTIVE BEHIND WALL CLADDING IN ACCORDANCE WITH IRC R103. SOLELY BATTERY OPERATED, UNLESS THERE IS AN ATTIC OR CRAWLSPACE SURFACES BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 10d 3" x 0.131" DIA. ILI THAT COULD PROVIDE THE NECESSARY ACCESS FOR WIRING. 11.CURRENT IBC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC ACCESS AT 10d COMMON 3" x 0.148" DIA. 21. PROVIDE FLASHINGS FOR EXTERIOR BUILDING COMPONENTS iN ACCORDANCE WITH IRC R103. CODES.ICCSAFE.ORG. ��J/ CARBON MONOXIDE ALARMS: ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE FItL 28. THE CONTRACTOR SHALL VERIFY CHAT ALL WATERPROOFING COMPONENTS ARE COMPATIBLE PROVIDE CARBON MONOXIDE ALARMS IN ACCORDANCE WITH THE iFC ROOF SHEATHiN : HOT-DIPPED GALVANIZED PER ASTM A153-GLASS D. "�' i WITH EACH OTHER, i E. SEALANTS AND BACKER ROD, SEALANTS, AND SELF ADHESIVE (PEEL SECTION 1103.9, APPLY PLYWOOD TO MATCH EXISTING THICKNESS (15/32" MIN.) NAILED TO JOISTS WiTH 10d NAILS U 4 'N' STICK)MEMBRANE, ETC. • ALARMS SHALL BE INSTALLED IN ACCORDANCE WiTH NFPA 120 AND AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. SCREWS INSTALLED N WOOD: LU MANUFACTURER'S RECOMMENDATIONS. NEW ROOF SHEATHING TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS, EXISTING SHEATHING 29. NEW THERMAL INSULATION MUST COMPLY WITH THE CURRENT EDITION OF THE WASHINGTON • LOCATED IN THE IMMEDIATE VICINITY OUTSIDE EACH BEDROOM. SCREWS FOR INSTALLATION IN WOOD SHALL BE MANUFACTURED BY THE SiMPSON STRONG-TIE STATE ENERGY CODE. • CARBON MONOXIDE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH PANELS THAT ARE CUT SHALL STILL SPAN ACROSS A MINIMUM OF THREE SUPPORTS OR BE COMPANY, IN ACCORDANCE WiTH ICC-ES REPORT ESR-2236 AND IAPMO UES REPORT *192. THE UL 2034. REPLACED. SCREW DIAMETERS AND LENGTHS ARE AS FOLLOWS: 30. ALL NEW WINDOWS, SKYLIGHTS AND EXTERIOR DOORS MUST COMPLY WITH THE CURRENT • CARBON MONOXIDE ALARMS CAN BE COMBINED WiTH SMOKE ALARMS. SOS (025" DIAMETER, LENGTHS: 1.5" TO 8") EDITION OF THE WASHINGTON STATE ENERGY CODE. COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN FLOOR SHEATHING: SDWS22 (0.22" DIAMETER LENGTHS: 3" TO 10") ACCORDANCE WITH UL 2034 AND UL 211. APPLY PLYWOOD TO MATCH EXISTING THICKNESS (19/32" MIN.) NAILED TO JOISTS WITH I0d SDS AND SDWS22 SCREWS HAVE PROPRIETARY CORROSION-RESISTANT COATINGS EQUIVALENT 31. WINDOWS, SLIDING GLASS DOORS AND DOORS SHALL BE INSTALLED WITH PENETRATION DEFORMED SHANK NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG TO ASTM Ai53-CLASS D AND ARE INTENDED TO BE USED WHERE EXPOSED TO WEATHER OR IN FLASHINGS AND IN ACCORDANCE IRC R103.4 AND WITH ASTM E 2112. INTERMEDIATE SUPPORTS. UNSUPPORTED PANEL EDGES SHALL BE TONGUE-AND-GROOVE OR CONTACT WITH MOST PRESSURE TREATED WOOD. EQUIVALENT SCREWS BY OTHER BLOCKED. THE CUT EDGES OF EXISTING SHEATHING PANELS SHOULD BE BLOCKED. NEW FLOOR MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL +/IT: 32. HOLES FOR WIRING AND PLUMBING PENETRATIONS THAT PASS THROUGH FIRE-RESISTANCE SHEATHING t0 SPAN ACROSS A MINIMUM OF THREE SUPPORTS. EXISTING SHEATHING PANELS LOAD CAPACITIES AND CORROSION RESISTANCE. c0 RATED ASSEMBLIES ARE TO BE SEALED WITH A FiRE RATED EXPANDING FOAM OR SEALANT. THAT ARE CUT SHALL STILL SPAN ACROSS A MINIMUM OF THREE SUPPORTS OR BE REPLACED. JTHE FOAM OR SEALANT IS TO SE IN ACCORDANCE WiTH ASTM E 814 OR UL 1415 WITH AN F AND APPLY GLUE OVER FLOOR JOISTS PRIOR TO INSTALLATION. 0- T RATING NOT LESS THAN THE ASSEMBLY RATING IN ACCORDANCE WITH IRC 302.4. LIGHT GAUGE FRAMING CONNECTORS: -3 EXTERIOR WALL SHEATHING: NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHEReb 33. ALL NEW WOOD PLATES,NAILING STRIPS, AND LEDGERS IN CONTACT WiTH CONCRETE OR APPLY PLYWOOD TO MATCH EXISTING EXTERIOR WALL SHEATHING THICKNESS (15/32" MIN.) CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE N EXPOSED TO THE WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. CUT ENDS, ETC., NAILED TO STUDS WITH 10d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.G. SiMPSON STRONG-TIE COMPANY, DUBLIN, CALIFORi�IIA. EQUIVALENT DEVICES BY OTHER o ALONG INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BACKED WITH 2 NOMINAL OR MANUFACTURERS MAY BE SUBSTITIItED PROVIDED THEY HAVE {GC-ES APPROVAL FOR EQUAL a c`csi SHALL BE PAINTED WITH (2) COATS OF WOOD PRESERVATIVE PANT. l } - LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING MEMBERS USING THE 34. PROVIDE DIFFERENTIAL METAL PROTECTION TO PREVENT GALVANIC ACTION WHERE OCCURS. WIDER FRAMING. NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER. `1' 35. ALL NEW PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH WASHINGTON STATE0 HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG ' • -. PLUMBING CODE AMENDMENT RCUJ 1921.110. GALVANIZED CONNECTORSAPPROVED . ALL HANGER FASTENERS USED WITH ZMAX/HDG GALVANIZED 7 or /7 1 PLANNING & COMMUNITY CONNECTORS SHALL BE HOT-DIPPED GALVANIZED PER ASTM AI53-GLASS D OR SOS SCREWS '' a 3 I DEVELOPMENT DEPT. WITH PROPRIETARY COATING. r�, ,:r II / . ALL INFORMATION ON THIS DOCUMENT /'� O B�' iS THE EXCLUSIVE PROPERTY OF co lilt se,.1,, SATE iZ1l(//l el PACIFIC ENGINEERING TECHNOLOGIES, INC. _2cest t a COPYRIGHT 20l' 0 10/14/2019 19093 WD 01.dwg Job 0. 19093.00