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18-103151Building - Single Family City of Federal Way Permit #:18 -103151 -00 -SF Community Development Dept. LE - 33325 8th Ave S Federal Way, WA 98003 Inspection Request Line: (253) 835-3050 Ph: (253) 6352607 Fax: (253) 635-2609 Project Name: NGUYEN Project Address: 2124 S 277TH PL Parcel Number: 757562 0090 Project Description: ADD - Construct 557 square foot first floor level addition to existing single family residence. Mechanical and plumbing included. Owner Applicant Contractor Lender JIMMY NGUYEN J ARMANDO LEYVA OWNER IS CONTRACTOR OWNER IS LENDER 2124 S 277TH PL 25604 120TH PL Mechanical Work Valuation? .................................. 500 FEDERAL WAY WA 98003-6954 KENT WA 98030 Plumbing to be Included? ........................................ Yes Census Category: 434 - Residential alt/add - no change in number of units Includes: #1 #2 #3 #4 occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: 0 Floor Area (sq. ft.) 557.00 0.00 Additional Permit Information New/ Additional Sq. Feet - 1st Floor ..................... 557 New / Additional Sq. Feet - 3rd Floor ..................... 0 New / Additional Sq. Feet - Basement .................... 0 New / Additional Sq. Feet - Deck ........................... 0 Mechanical to be Included? ..................................... Yes Mechanical Work Valuation? .................................. 500 New / Additional Sq. Feet - Other ........................... 0 Plumbing to be Included? ........................................ Yes Occupancy #1 - Use ................................................ Residence (I or 2 family) Zoning Designation ................................................. RS 7.2 New / Additional Sq. Feet - 2nd Floor .................... 0 Occupancy #1 - Area (Sq. Feet) .............................. 557 Occupancy #1 -Construction Type ......................... Type V - B New / Additional Sq. Feet - Garage ........................ 0 Plumbing Work Valuation? ..................................... 2500 Number of Stories ................................................... I Is this an Online or O.T.C. application? .................. No New / Additional Sq. Feet - Total ........................... 557 Comprehensive Plan Designation ........................... SF - High -Density Residential Ducting I Fans 2 Bathtubs I Lavatories 3 Other Plumbing Fixtures I Showers 1 Water Closets 2 PERMIT EXPIRES Wednesday, 17 April, 2019 Permit Issued on Friday, October 19, 2018 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: ' CITY OF Federal Way PERMIT #: 18 103151 00 THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 Address: 2124 S 277TH PL Project: KIM QUY NGUYEN FEDERAL WAY WA 98003-6954 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 SWM Precon Site Mtg (4400) 0 Initial Erosion Control (4365) ❑ Footings/Setback (4110) By ?') Date' - Approved By t x Date c; j _ I To be done PRIOR to breaking ground Approved to place concrete By Date By Date By e," Date _J 4❑ Foundation Wall (4115) 0 Drainage/Downspout (4040) ® Plumbing Groundwork (4190) By ?') Date' - Approved to place concrete By t x Date c; j _ I Approved to backfill Approved to cover By j, Date L r r; By Date (i 1i By Date 0 Slab/Concrete Floor (4255) 0 Underfloor Framing (4285) 0 Floor Sheathing (4105) By ?') Date' - Approved to place concrete By t x Date c; j _ I Approved to sheath floor I Approved to install flooring By Date By Date ^ J q - 1.- By 6W Date / LLIL, l Shear Walls (4245) El Roof Sheathing (4220) El Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By ?') Date' - By Date By t x Date c; j _ I Approved to release test Approved E] Interim Erosion Control (4370) Prior to scheduling a Framing inspection; 7 Framing (4120) Approved Electrical, Plumbing & Mechanical Rough -in pproved to insulate and Fire/Draft Stop inspections must be signed- �y By Date off and approved. IBC 109.3.4 By Date ' EJ Mechanical Rough -in (4165) 9] Gas Piping (4125) 2] Fire/Draft Stops (4095) Approved Approved to release test Approved By Date I " ,� ' ( By Date ByCL Date E] Interim Erosion Control (4370) Prior to scheduling a Framing inspection; 7 Framing (4120) Approved Electrical, Plumbing & Mechanical Rough -in pproved to insulate and Fire/Draft Stop inspections must be signed- �y By Date off and approved. IBC 109.3.4 By Date ' EJ Insulation (4150) El Gypsum Wallboard Nailing (4130) ED Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved By Date 1/1111i By C b Date - r By Date F'i Final - Mechanical (4065) El Final - Plumbing (4075) Final Electrical Final - Building (4050) Approved Approved Approved By Date _ _) By C Date _ By L Date ) •_ ❑ Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date RECEIVED +i JUL j s 201$ PERMIT APPLICATION CRY OF - CITY OF FEDERAL WAY PERMIT CENTER + 33325 811 Avenue South + Federal Way, WA 98003-6325 Federal Way COMMUNITY DEVELOPMENT 253-835-2607 + FAX 253-835-2609 + permitcenter!o),cityoffederalway.com PERMIT NUMBER ( _ 0 _ 5' _ ( s _ TARGET DATE SITE ADDRESS 277 �•�.. SUITE/UNIT # z�z4 �. PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # $ l OGL 0p�'�.. -7 � ,jam � � 6 _ TYPE OF PERMIT BUILDING ❑ PLUMBING ❑ MECIIANWAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Only 6 A,DD "" DlU O ExiS 1 S .rz. PROJECT DESCRIPTION Detailed description of u)ork to be included on this permit only NAME Ji "M y d /,/i M n1G v tv . PRIMARY PHONE PROPERTY OWNER MAILING ADDRESS �1 z 7fi .PIA. E-MAIL CITY F'E9. STATE w� ZIP NAME , /�fJ� t ', PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME �� �� PRIMARY PHONE �� ���• MAILING ADDRESS Z ?d PL . E-MAIL LFIYVA 11 too APPLICANT CITYgj�,L�/ STATE `^i ZIP O�� 8 FAX NAME �21 ZFi PRIMARY PHONE / Zi —� —CO��-S PROJECT CONTACT �/. {�l�i�O MAILING ADDRESS 2. 4 1 L-' E-MAIL L/A S I� (The individual to receive and respond to all correspondence CITY Inc STATE_ ZIP FAX concerning this application) PROJECT FINANCING NAME O Fi� ❑ OWNER -FINANCED MAILING ADDRESS, CITY, STATE, ZIP PHONE When value is $5,000 or more (RCW 79.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied the city as a part of this application. 7 �Q SIGNATURE: DATE 7�1 / 1 // / Y ` / PRINT NAME: �- A2J"l�Sn�Po L.G r VA Bulletin #100 — January 29, 2016 Page I of 2 k:A13andouts\Permit Application VN. GENERAL INFORMATION AREA DESCRIPTION CRITICAL AREAS ON PROPERTY? 1t L--, VALUE OF MECHANICAL WORK MECHANICAL PERMIT SEWER PURVEYOR LU b VALUE OF EXISTING IMPROVEMENTS $ $ -6m�cq- Indicate how many of each type offtxture to be installed or relocated as part of this project. Do not include existing u2ures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commemiai( OTHER (Describe) BOILERS FURNACES HOT WATER TANKS (Gas) AREA DESCRIPTION Area In COMPRESSORS GAS LOG SETS REFRIGERATION SYST FIRST FLOOR (or Mobile Home) DUCTING GAS PIPING WOODSTOVES TOTAL FIXTURES GENERAL INFORMATION AREA DESCRIPTION CRITICAL AREAS ON PROPERTY? 1t L--, VALUE OF PLUMBING WORK PLUMBING PERMIT SEWER PURVEYOR LU b VALUE OF EXISTING IMPROVEMENTS $ $ c0 2� Indicate how many of each type o Ixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/shower combo( LAVS (Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS AREA DESCRIPTION Area In DRINKING FOUNTAINS SINKS (Xitch—/Utility) WATER HEATERS (Eiectric) FIRST FLOOR (or Mobile Home) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION AREA DESCRIPTION CRITICAL AREAS ON PROPERTY? 1t L--, WATER PURVEYOR L UD Construction SEWER PURVEYOR LU b VALUE OF EXISTING IMPROVEMENTS $ EXISTING/PREVIOUS USE LOT SIZE )In Square Feet) a EXISTING FIRE SPRINKLER SYSTEM? ❑ YesX No PROPOSED FIRE SUPPRESSION SYSTEM? ❑ Yes X No RESIDENTIAL -NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT AREA DESCRIPTION Area In Occupa roup(s) Construction - - - --------- FIRST FLOOR (or Mobile Home) SECOND FLOOR a Stories TOTAL BUILDING COVERED ENTRY 6 PO -------------- ....... ........ _... ...-- DECK TENANT ARRA ONLY GARAGE ;< CARPORT El. A ^ -4o PROJECT AREA - - -- — - —-- ......... - OTHER (describe) Area Totals EXISTING 1 12Z v PROPOSED 567 TOTAL 2477 **NEW HOMES ONLY** ESTIMATED SELLING PRICE 1 # OF BEDROOMS COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in Occupancy Group(s) Construction # of Additional Information Square Feet a Stories NEW BUILDING ADDITION COMMERCIAL — REMODEL/TENANT I ROVEMEN AREA DESCRIPTION Area In Occupa roup(s) Construction # of Additional Information Square Feet a Stories TOTAL BUILDING TENANT ARRA ONLY PROJECT AREA Bulletin #100 - January 29, 2016 Page 2 of 2 kAflandoutsTermit Application PRDJECT DATA OWNER: SCOPE OF WORK: PROJECT ADDRESS: _ PARCEL#: LEGAL DESCRIPTION : _ •l1MMY 4 klM kk-4uYEN 21"24 Sr 277 th. PL - 7NW STOW A 01 %!ON 7b AN FXCIS-rIN SPW. COR A'TOTAL- OF 557 WLFT OffA 5. 2.77 Ii1- P`- FkDERAL. WAY. 7575 ep20050 ?eaoizovc N Div. to 3 Lor N° 9 INSTALL BLOC" 0 48" FROM FLUOR FOR TOWEL BAR LOT SIZE: 6302 .Sa-F'T. JOISTS HEM -RR #2, Fv. 75 Fb 1075 PSL E =1. 3OOGO00 INSTALL BLOCKING O 7' HORIZONTAL FOR KITCHEN WMIETT3 -.-. - -- - HEADERS: OF # 1 LOTCOYERIZAGE 2 t, fv - ►VMH AoOlr/oAI. ANY CRIPPLE WALL LESS THAN 14" 84Al_L BE SOLID. „ STUDS HBA•49R STUD GRADE OR BETTER. W. = 75 .Fb, = 750 E =1,200,000 MANUFAC:TURED LUMBER, PSL, LVL, AND LE SHALL IE MANUFACTURED UNDER A 'PRDCESS APPROVED BY THE NATION& RESERVED BOARD. LUMBER 20I R{E51DEN?'IAL ENCir4Y41VEWILA COMPLIANCE SHALL BE'MANUFACTURED IN" ACCORDANCE WITH IC80; f RAMI(VG -MEMBERS SHALL HAVE THE FALLO{MNG MIN. PNOPERMS.: c TABLE R402.1.1 ONLY GALVAN12EQ NAILS OR SCREW ALLOW IN FLOOR SYSTEM. A ' INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' PSI. [ 2.1E) FV. m290 psi. Fb. 2900 psi. E 2,000,000 •d, PAWING N&ES i ?.ANING: .,eES/DENT/AL _ - • • - - 094A RULES. WALLS 94ALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE OCCUPAWLOAD: POSITIVELY NO %A0W MAY BE SUBCONTRACTED TO END M EACH STUD WITH 2- 1 Bd KQ� AND TOE'NAJL OR CREWS WITHOUT WRITTEN PERMISSION FROM: ENID NAL EACH STUD TO BMW PLATE WITH 2.18d'NAILS.; FACE NAIL 15LI11WINOCOPE: DOUBLE TOP PLATE WITH 1 Ed o 112* D.C. AND LAP A MIN. 4' AT JOIWS EACH JOB M LEFT IN. A BROOM SWEPT CONDITION AT THE END OF EACH AND, PROVIDE 18d 0 4* ar, coNsTmucinoN rmE V13 DAY SAFETY HANDRALS, WHERE- REWRED. MUST BE INISTALIM 'AND MAJINTAMM AT ALL ITAE. NAL BOITTOWPLATE FROM STUD WALL ABOVE TO MOD FRAMING BELOW WITH .. SET DACKS- F11WNT. FRAMING CONTRACTORS WRITTEN' COMPANY SAFETY PROGRAM MUST BE SIDE P;?-P, _c5iVO PLAt%( SUBMITTED PRIORTO COMMENCING WOW BUILT4JP POST SHALL BE. NAILED TO EACH OTHER WITH I Sd @ 12' D.C. REAJZ S : rn� ■ - r - SUPERINTENDENT ■ rr •�- �■ amviEm LUMBER PAmse 24 HR: -musT BE GNM TO THE JOB INSTALL' 81-11IMMING WHERE NECESSARY TO'LEVEL, THE . SILL PLATE OR PONY AREA: FLOOR LIVINO.. SLPEF04TENMW M REPLACE &4EIBING MATERIAL OR.T0 ACC1- MATERIAL TO ALL TO -A 114% LUMBER •'r+SCESS.MAIERIAL, TA00111fJOA1 WHEN INSTALLING THE - r ti mr ■ THAT CAN NOTr,• BLOCKING, PIr AND A DEBRIS -AS MAY BE CFEATED BY THE WORK, SHALL BE PLACED EXTERIOR BEAFING WALLS 2x8x is" (IQ al.^.:n[: as AREAS. INTERIOR BEARMac. GARAGE-440 • - DOUGLAS FIR AND HEM _,. GRADED IN ACCORDANCEE rr = : a BLOCKING r DECK / PORCH: INSTALL 2 x 4 VER7rAL AT EACH END OF TUB FOR BACKING 5 i rE PLAN SCALE j" _ lD.O' �bN4t �i. : SANOMAt�N■$ FENESTRATION U-fACTORb 0.30 SKYLIGHT" U-FACTOR 0.50 GLAZED FENESTRATION SHGCb'" NR CEILING R-VALU? 49 WOOD FRAME WALLA' 6" R VALUE 21 int Mass wall R Value 21/21 FLOOR R VALUE 30 BELOW-GRADEC''"WALL R-VALUE 10/15/21 int+TB SLAB" R-VALUE & DEPTH 10, 2 ft 1'i psi ^b 2800 N'r • a E - 1,700.000 INSTALLED WITH THE FACEGRAM TO THE JOIST. ■ THE"JOINTS TO BE STAGGERED -•r• OUT BEEN r GLUE IN CONFORMANCE WITH DOIC PS 1 FLOOR JOIST TO TOP ^TOENAIL RATING AND PANEL INOM MAY BE USE IN LIU OF PLYWOOD. DOUBLE MST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW,. FOR WOOD COLUMN THROUGH FLOORS WITH '°a.r'. SHEATHING SHALL BE W WITH SPAN RATING 32 15SOLID BLOCKING FLOOR SHFAIHNG SHALL BE 3/4- WITH SPAN RATING 48 24 WALL -SHEATHING SIAMBE lh"'WITH SPAN RATING NAILS - PLYWOOD ( APA RAING SHEATHING)FASTENERS TO FRAMING SHALL HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP • OR BOTTOM. LIrsH11NCG.EPFIGrlVCY ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, HATCH ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH.- WITH W a�`� MIN. AT 113R SIDES AND ENDS. A MIN. OF 75`.6 OF ALL L.ICiN7 P/XTURE W/LL BE JOIST SHALL HAVE A BEARING OF 1 f/a" MIN. ON WOOD OR METAL AND 3" ' NIGH. EFFICttGY. ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. ON MASONRY SECT ON 4A6«2 FASTENERS FOR PRESSURE. TREATED AND FIRE RETARDANT TREATED WOOD JOISTS FROM Opposrm SIDES SHALL IE LAPPED 3" MIN., AND NAILS WITH . 5I4ALL Ut4irIS REGtD. ro DEV04OP I.5 clZeDIrS.. SHALL IE OF hOrOPPED GALVANIZED STEEL, STAWAMS STEEL SILICON 3 , 16d NAILS jr fjSE 2C (1.5 ceEOimXAix LvAt<AGE cot4 2oL): BRON22 OR COPPER 1 FIELD CHIT END, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED NALL ALL MUL•il-JOIST BEAMS TOGETHER WITH 1Ed 0 12" 0•C., STAGa D. . WOOD SHALL BE RETREATED W THE FIELD IN ACCORDANCE WITH AWPA M4 ALL 2 x JOIST .SHALL BE CONNECTED TO FLUSH BEAMS WITH "LLJS" SERIES 11CA7INCG-DAZAI94GE-5EWE� At VP W✓-67N1L.WILI.E6, JOIST HANGERS. ALL TJI J09M SHALL BE CONNECTED. TO FLUSH BEAMS CoNMEc72az7 ro E)05%1/dli e[Fq. SEAR WALL BOTTOM • PLATENAILING AND - ALL NALING AT PRESSURE WITH " ITT " SERIES JOIST HANGERS. ALL RUBLE JOISTS SHALL BE TREATED PLATE SHALT.. BE HOT -DIPPED ZINC GATED GALVANIZED STEEL OR CONNECTED TO FLUSH BEAMS " MIT " SERIES JOIST HANGERS. STAINLESS STEEL PER IRC; 319.3. �!- FLOOR SHEATHING NAILING PER IRC. 602.3 (1) MA)WUM MOISTURE CONTENT NOT M EXCEED 16D/o PROVIDE WASHERS AND NUTS FOR ALL BOLTS R408.4_ Access, BOLTS HOLES SHALL BE NOMINAL OM4E-TER OF BOLT PLUS 1 16". / Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 1s inches by 24 inches (457 mm by 610 - •. \� • required for bedrooms shall satisfy _ " - ALL PL BOLTED TO FIND. WITH 1 t0 5' O.C. AND 3 X 3 x 1/4'WASHER mm). openings r wall shall be not less than 16 inches by 24 in hes (407 rnm by 610 mm . When an ) Y Portion of the through -wall access is below grade, an areaway the fol'Windows the following requirements, per R 3 INDIVIDUAL MEMBERS OR BUILT-UP BEAMS SHALL BE ATTACHED WITH not less than 16 inches by 24 inches 407 - mm by 610 mm) shall be Provided. The bottom of the areaway shall be below the threshold •" Minimum net clear Opening OiS.% S.f f5.7 p g (grade floor gr windows may have 16d NAILS ®16" D.CC , STAGGERED of the access o wall access openings shall not be located under a donor Through residence. See a minimum opening of 5 so • Minimum net clear opening width of 20.inches. PF JVPDE CT)f�fiiilil SOUR 8i ooQNG AT MID Hmw DF STUNG WALL Section M1305.1.4 for access where mechanical requirements equipment is located under floors. • Minimum: rat clear opening height of 24 inches. .AL,.L OVER B' HT. _ A© MON AND MMELING NOTES • Maximum sN height of 44 inches above floor. ALL POST OVER 4' NEED BRACING -PER IRG. 1. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO THE STRUCTURE NAILING SHALL.. CONFORM TO TABLE R 602.3(1) AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH PLANS. ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, PRECAUTION, AND FIFE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL METHOD, TECHNIQUES, SEQUENCES OR PROCEDURE REQUIRED TO PERFORM CONCEALED DRAFT OPENWG THE WORK. APPROVED GL.1 -LAM : DOUGLAS FRAARCH -COMBINATION GRADE 24F / V4, OF / OF. W/. I UP AN APPROVED RESISTANCE 4OWE 3. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODES 00 � SHALLLAID OBTAINED _ REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM PLANNING w,1�r �± MAINTENANCE IN ACCORDANCE WITH INFORMATION BULLETIN ISSUED BY THE AND IS WITHIN THE CURRENT PRACTICE City Of Federal Way FOR THE RENOVATION OF EXISTING BUILDING OF THIS AGE AND TYPE OF Dept. of Coml"Un Dew ant CONSTRUCTION. Pem* I 5 By P 0t 4. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, TOILET ROOMS FLOORS, AND WALLS AREAS SHOWING WATER STAINS, AS WELL AS ALL WOOD MEMBERS IN CASES OF BASEMENT OR CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED. 5. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTIONS AND AROUND ALL OPENINGS IN FLOOR OR ROOFS U.N.O. 6. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. C402.5.1.2 BUILDING LEAKAGE TEST: THE COMPLETED BUILDING SHALL BE011f1 King Fire �c Rescue TESTED AND THE AIR LEAKAGE RATE OF 7. PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN Approved PERPENDICULAR TO SUPPORT AND NAILED WITH 8D NAILS @ 6.O.C. TO THE BUILDING ENVELOPE SHALL NOT GAs Detailed FRAME PANEL EDGES AND OVER STUDS WALLS, AND 'IT O.C. (10" O.C. AT EXCEED 0.4I1 GFM/FT2 AND SHALL BE ❑ Subject attached details ' FLOORS) TO INTERMIDIATE SUPPORT. COMPLETED PRIOR TO FINAL BUILDING By RECEIVEDAPPROVAL. Date I� JUL.1.8 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Z O 1 N W i --- W U Z Q � N W I'J 0 Z Z > ZDL Z J Z. D. (n W IL DL V, Z E � N c� N �- N c- 1U 7 N i Si. Z Z J � Z �. 0 Q Q to , U) � N Z N I [�1 Q JU p N 1. L z o � !L m i. I: =1 PRDJECT DATA OWNER: SCOPE OF WORK: PROJECT ADDRESS: _ PARCEL#: LEGAL DESCRIPTION : _ •l1MMY 4 klM kk-4uYEN 21"24 Sr 277 th. PL - 7NW STOW A 01 %!ON 7b AN FXCIS-rIN SPW. COR A'TOTAL- OF 557 WLFT OffA 5. 2.77 Ii1- P`- FkDERAL. WAY. 7575 ep20050 ?eaoizovc N Div. to 3 Lor N° 9 INSTALL BLOC" 0 48" FROM FLUOR FOR TOWEL BAR LOT SIZE: 6302 .Sa-F'T. JOISTS HEM -RR #2, Fv. 75 Fb 1075 PSL E =1. 3OOGO00 INSTALL BLOCKING O 7' HORIZONTAL FOR KITCHEN WMIETT3 -.-. - -- - HEADERS: OF # 1 LOTCOYERIZAGE 2 t, fv - ►VMH AoOlr/oAI. ANY CRIPPLE WALL LESS THAN 14" 84Al_L BE SOLID. „ STUDS HBA•49R STUD GRADE OR BETTER. W. = 75 .Fb, = 750 E =1,200,000 MANUFAC:TURED LUMBER, PSL, LVL, AND LE SHALL IE MANUFACTURED UNDER A 'PRDCESS APPROVED BY THE NATION& RESERVED BOARD. LUMBER 20I R{E51DEN?'IAL ENCir4Y41VEWILA COMPLIANCE SHALL BE'MANUFACTURED IN" ACCORDANCE WITH IC80; f RAMI(VG -MEMBERS SHALL HAVE THE FALLO{MNG MIN. PNOPERMS.: c TABLE R402.1.1 ONLY GALVAN12EQ NAILS OR SCREW ALLOW IN FLOOR SYSTEM. A ' INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' PSI. [ 2.1E) FV. m290 psi. Fb. 2900 psi. E 2,000,000 •d, PAWING N&ES i ?.ANING: .,eES/DENT/AL _ - • • - - 094A RULES. WALLS 94ALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE OCCUPAWLOAD: POSITIVELY NO %A0W MAY BE SUBCONTRACTED TO END M EACH STUD WITH 2- 1 Bd KQ� AND TOE'NAJL OR CREWS WITHOUT WRITTEN PERMISSION FROM: ENID NAL EACH STUD TO BMW PLATE WITH 2.18d'NAILS.; FACE NAIL 15LI11WINOCOPE: DOUBLE TOP PLATE WITH 1 Ed o 112* D.C. AND LAP A MIN. 4' AT JOIWS EACH JOB M LEFT IN. A BROOM SWEPT CONDITION AT THE END OF EACH AND, PROVIDE 18d 0 4* ar, coNsTmucinoN rmE V13 DAY SAFETY HANDRALS, WHERE- REWRED. MUST BE INISTALIM 'AND MAJINTAMM AT ALL ITAE. NAL BOITTOWPLATE FROM STUD WALL ABOVE TO MOD FRAMING BELOW WITH .. SET DACKS- F11WNT. FRAMING CONTRACTORS WRITTEN' COMPANY SAFETY PROGRAM MUST BE SIDE P;?-P, _c5iVO PLAt%( SUBMITTED PRIORTO COMMENCING WOW BUILT4JP POST SHALL BE. NAILED TO EACH OTHER WITH I Sd @ 12' D.C. REAJZ S : rn� ■ - r - SUPERINTENDENT ■ rr •�- �■ amviEm LUMBER PAmse 24 HR: -musT BE GNM TO THE JOB INSTALL' 81-11IMMING WHERE NECESSARY TO'LEVEL, THE . SILL PLATE OR PONY AREA: FLOOR LIVINO.. SLPEF04TENMW M REPLACE &4EIBING MATERIAL OR.T0 ACC1- MATERIAL TO ALL TO -A 114% LUMBER •'r+SCESS.MAIERIAL, TA00111fJOA1 WHEN INSTALLING THE - r ti mr ■ THAT CAN NOTr,• BLOCKING, PIr AND A DEBRIS -AS MAY BE CFEATED BY THE WORK, SHALL BE PLACED EXTERIOR BEAFING WALLS 2x8x is" (IQ al.^.:n[: as AREAS. INTERIOR BEARMac. GARAGE-440 • - DOUGLAS FIR AND HEM _,. GRADED IN ACCORDANCEE rr = : a BLOCKING r DECK / PORCH: INSTALL 2 x 4 VER7rAL AT EACH END OF TUB FOR BACKING 5 i rE PLAN SCALE j" _ lD.O' �bN4t �i. : SANOMAt�N■$ FENESTRATION U-fACTORb 0.30 SKYLIGHT" U-FACTOR 0.50 GLAZED FENESTRATION SHGCb'" NR CEILING R-VALU? 49 WOOD FRAME WALLA' 6" R VALUE 21 int Mass wall R Value 21/21 FLOOR R VALUE 30 BELOW-GRADEC''"WALL R-VALUE 10/15/21 int+TB SLAB" R-VALUE & DEPTH 10, 2 ft 1'i psi ^b 2800 N'r • a E - 1,700.000 INSTALLED WITH THE FACEGRAM TO THE JOIST. ■ THE"JOINTS TO BE STAGGERED -•r• OUT BEEN r GLUE IN CONFORMANCE WITH DOIC PS 1 FLOOR JOIST TO TOP ^TOENAIL RATING AND PANEL INOM MAY BE USE IN LIU OF PLYWOOD. DOUBLE MST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW,. FOR WOOD COLUMN THROUGH FLOORS WITH '°a.r'. SHEATHING SHALL BE W WITH SPAN RATING 32 15SOLID BLOCKING FLOOR SHFAIHNG SHALL BE 3/4- WITH SPAN RATING 48 24 WALL -SHEATHING SIAMBE lh"'WITH SPAN RATING NAILS - PLYWOOD ( APA RAING SHEATHING)FASTENERS TO FRAMING SHALL HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP • OR BOTTOM. LIrsH11NCG.EPFIGrlVCY ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, HATCH ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH.- WITH W a�`� MIN. AT 113R SIDES AND ENDS. A MIN. OF 75`.6 OF ALL L.ICiN7 P/XTURE W/LL BE JOIST SHALL HAVE A BEARING OF 1 f/a" MIN. ON WOOD OR METAL AND 3" ' NIGH. EFFICttGY. ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. ON MASONRY SECT ON 4A6«2 FASTENERS FOR PRESSURE. TREATED AND FIRE RETARDANT TREATED WOOD JOISTS FROM Opposrm SIDES SHALL IE LAPPED 3" MIN., AND NAILS WITH . 5I4ALL Ut4irIS REGtD. ro DEV04OP I.5 clZeDIrS.. SHALL IE OF hOrOPPED GALVANIZED STEEL, STAWAMS STEEL SILICON 3 , 16d NAILS jr fjSE 2C (1.5 ceEOimXAix LvAt<AGE cot4 2oL): BRON22 OR COPPER 1 FIELD CHIT END, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED NALL ALL MUL•il-JOIST BEAMS TOGETHER WITH 1Ed 0 12" 0•C., STAGa D. . WOOD SHALL BE RETREATED W THE FIELD IN ACCORDANCE WITH AWPA M4 ALL 2 x JOIST .SHALL BE CONNECTED TO FLUSH BEAMS WITH "LLJS" SERIES 11CA7INCG-DAZAI94GE-5EWE� At VP W✓-67N1L.WILI.E6, JOIST HANGERS. ALL TJI J09M SHALL BE CONNECTED. TO FLUSH BEAMS CoNMEc72az7 ro E)05%1/dli e[Fq. SEAR WALL BOTTOM • PLATENAILING AND - ALL NALING AT PRESSURE WITH " ITT " SERIES JOIST HANGERS. ALL RUBLE JOISTS SHALL BE TREATED PLATE SHALT.. BE HOT -DIPPED ZINC GATED GALVANIZED STEEL OR CONNECTED TO FLUSH BEAMS " MIT " SERIES JOIST HANGERS. STAINLESS STEEL PER IRC; 319.3. �!- FLOOR SHEATHING NAILING PER IRC. 602.3 (1) MA)WUM MOISTURE CONTENT NOT M EXCEED 16D/o PROVIDE WASHERS AND NUTS FOR ALL BOLTS R408.4_ Access, BOLTS HOLES SHALL BE NOMINAL OM4E-TER OF BOLT PLUS 1 16". / Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 1s inches by 24 inches (457 mm by 610 - •. \� • required for bedrooms shall satisfy _ " - ALL PL BOLTED TO FIND. WITH 1 t0 5' O.C. AND 3 X 3 x 1/4'WASHER mm). openings r wall shall be not less than 16 inches by 24 in hes (407 rnm by 610 mm . When an ) Y Portion of the through -wall access is below grade, an areaway the fol'Windows the following requirements, per R 3 INDIVIDUAL MEMBERS OR BUILT-UP BEAMS SHALL BE ATTACHED WITH not less than 16 inches by 24 inches 407 - mm by 610 mm) shall be Provided. The bottom of the areaway shall be below the threshold •" Minimum net clear Opening OiS.% S.f f5.7 p g (grade floor gr windows may have 16d NAILS ®16" D.CC , STAGGERED of the access o wall access openings shall not be located under a donor Through residence. See a minimum opening of 5 so • Minimum net clear opening width of 20.inches. PF JVPDE CT)f�fiiilil SOUR 8i ooQNG AT MID Hmw DF STUNG WALL Section M1305.1.4 for access where mechanical requirements equipment is located under floors. • Minimum: rat clear opening height of 24 inches. .AL,.L OVER B' HT. _ A© MON AND MMELING NOTES • Maximum sN height of 44 inches above floor. ALL POST OVER 4' NEED BRACING -PER IRG. 1. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING TO THE STRUCTURE NAILING SHALL.. CONFORM TO TABLE R 602.3(1) AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH PLANS. ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, PRECAUTION, AND FIFE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL METHOD, TECHNIQUES, SEQUENCES OR PROCEDURE REQUIRED TO PERFORM CONCEALED DRAFT OPENWG THE WORK. APPROVED GL.1 -LAM : DOUGLAS FRAARCH -COMBINATION GRADE 24F / V4, OF / OF. W/. I UP AN APPROVED RESISTANCE 4OWE 3. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODES 00 � SHALLLAID OBTAINED _ REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM PLANNING w,1�r �± MAINTENANCE IN ACCORDANCE WITH INFORMATION BULLETIN ISSUED BY THE AND IS WITHIN THE CURRENT PRACTICE City Of Federal Way FOR THE RENOVATION OF EXISTING BUILDING OF THIS AGE AND TYPE OF Dept. of Coml"Un Dew ant CONSTRUCTION. Pem* I 5 By P 0t 4. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, TOILET ROOMS FLOORS, AND WALLS AREAS SHOWING WATER STAINS, AS WELL AS ALL WOOD MEMBERS IN CASES OF BASEMENT OR CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED. 5. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTIONS AND AROUND ALL OPENINGS IN FLOOR OR ROOFS U.N.O. 6. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. C402.5.1.2 BUILDING LEAKAGE TEST: THE COMPLETED BUILDING SHALL BE011f1 King Fire �c Rescue TESTED AND THE AIR LEAKAGE RATE OF 7. PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN Approved PERPENDICULAR TO SUPPORT AND NAILED WITH 8D NAILS @ 6.O.C. TO THE BUILDING ENVELOPE SHALL NOT GAs Detailed FRAME PANEL EDGES AND OVER STUDS WALLS, AND 'IT O.C. (10" O.C. AT EXCEED 0.4I1 GFM/FT2 AND SHALL BE ❑ Subject attached details ' FLOORS) TO INTERMIDIATE SUPPORT. COMPLETED PRIOR TO FINAL BUILDING By RECEIVEDAPPROVAL. Date I� JUL.1.8 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Z O 1 N W i --- W U Z Q � N W I'J 0 Z Z > ZDL Z J Z. D. (n W IL DL V, Z E � N c� N �- N c- 1U 7 N i Si. Z Z J � Z �. 0 Q Q to , U) � N Z N I [�1 Q JU p N 1. L z o � !L m i. I: =1