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Home My WebLink About19010 46th Ave Ne_BLD5298_2026 i 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Mambo Permit No.:BLD-5298 Review Date:4/21/2032 Contact: Phone No.: Review Phase: Report Date: Reviewing Dept.: CED Applicant:Therese Mambo DWG Issue Date: # Rev. Dwg.or Add'1 Ref. Comment Response/Resolution City S ec.Ref. Approved 1. KO A003 Provide drain pan under Hot Water Tank with positive drain to exterior of building 2. KO A003 Enclose Furnace and Hot Water Tank,provide louvered service doors for quipment access.This is for patient safety from hot objects 3. KO A004 See attached detail for approved framing,insulation and vapor barrier options for the application 4. S. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Page 1 of 1 �MyBui ldi ngPermit.com a service of eCftyGov.net Construction Tip Sheet 25 Floor Insulation The floor of the newly conditioned area is required to be insulated. While the energy code requires R-10 insulation under the slab at the perimeter, we realize that removing and replacing portions of the slab is difficult. Figure 4 depicts two approved insulation options above the slab that are equivalent to under-slab perimeter insulation. Note: If batt insulation is to be used in raised framing without the R-7.5 rigid insulation indicated below, the minimum value is R-30, and the space below the floor joists will either need to be ventilated or filled to capacity with rigid insulation. Subfloor Directly on Sleepers R-5 Rigid Insulation on stemwalls up 2x Pressure Treated(PT)Lumber @ 24'o.c.max to 9'exposed height.Insulate taller ripped to match slope of slab,minimum depth of 1 1/2" stemwalls per details on page 2. Treat cut side with wood preservative. a 3/4'Plywood subfloor 6 mil Vapor Barrier required on R 7.5 Rigid Insulation 2x4 PT Sleepers 4 top of slab.Lap splices 12"min between the sleepers @ 24'o.c.max. and run 6"min up the sides. Raised Floor System R•5 Rigid Insulation on stemwalls up to 9"exposed height. Insulate taller Min.2x6 Floor stemwalls per details on page 2. Joists @ 16'o.c. ��3/4"or 2132" Plywood subftoor a Sold Blocking at _ R-7.5 Rigid Insulation bearing points between the sleepers d e u d a u n n a 2x4 PT sleepers at W o.c.max.Fasten securely to a e 6 mil Vapor Barrier required on slab using corrosion-resistant fasteners.Continuous and run 6"min up the siddees. top of slab Lap splices min solid blocking or 2x4 pony wall to joists above. 0 Figure 4: Approved Insulation Options Above the Slab January 24, 2021 MyBuildingPermit.com I Garage Conversions 4 e0tyGov.net 2005,&,90tyomAllianca RemodelTherese �- • 91 0 46TH AVE NE1• � :• •: ARLINGTON, WA 98371 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This tool will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you. If you do not see the selection you need in the drop-down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or(360)956-2042 for assistance. Project Information Contact Information Therese Remodel CSL Designs 1901046TH AVE NE 2065486798 ARLINGTON,WA 98371 A I ]Lam Heating System Type: O All other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions" Design Temperature Instructions Design Temperature Difference(AT) 47 Marysville AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 640 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 7.0 4,480 Glazing and Doors U-Factor X Area = UA Instructions u-o.zz 0.220 48 10.56 Skylights U-Factor X Area = UA Instructions 0.50 Insulation Attic U-Factor X Area = UA Instructions 0.026 640 16.64 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project. Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions 0.032 462 14.78 R-21 INT plus R-12 ci • Floors U-Factor X Area UA Instructions No Floors above unconditioned spaces. • Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No selection Select R-value • Slab Below Grade tree Figure v F-Factor X Length UA Instructions I No selection --- 1 Select conditioning . Slab on Grade(see Figure v F-Factor X Length UA Instructions 0.360 66 23.76 R-10 Fully Insulated • Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 65.74 Envelope Heat Load 3,090 Btu/Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 2,274 Btu/Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 5,364 Btu/Hour Air leakage+envelope heat loss Building and Duct Heat Load 5,900 Btu/Hour Ducts in unconditioned space:sum of building heat loss x 1.10 Ducts in conditioned space:sum of building heat loss x 1 Maximum Heat Equipment Output 7,376 Btu/Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07101113) 59'-6" • __� � CAL`D��I��V`� - � 77s�'l��,m7 u ti (E)DECK W J T� Fr i Ir + ` ' No. Description Date 1 ST FLOOR •} - r ' 1760 SF 122'-6" 122'-6" .t - •�_ t i THERESE GARAGE REMODEL CNRVTSPACE 640 SF r l VICINITY PLAN `SCAL\_ N 19010 46TH AVE NE ARLINGTON, WA 98371 DRIVEWAY 22'-11" 2x4 STUDS 16"O.C. KING STUD- Header Double 2x6 w/ g' 7'-0" plywood spacer SIDEWALK SIDEWALK Jack stud-1Blocking GRASS VERGE GRASS VERGE studs 16"O.C. Section throu O INTERIOR WALL FRAMING ELEVATION TYP rough openingh window 46TH AVE NE SCALE:NONE 3 DOOR FRAMING ELEVATION SCALE:NONE R-10 rigid foam insulation /1 AN SITE PL ® KING STUD- SCALE N ROUGH 4 oe ube2x8w/ SITE &VICINITY BLOCKING OPENING plywood spacer PLANS &4, ELEVATIONS TSill Plate Project Number _ JACK TUD Date 1/13/2022 Drawn By CS wds 16"O.C. Checked By GM TYP Section through window rough opening A001 o EXTEROR WALL FRAMING ELEVATION(4x) SCA I LE:NO Scale Varies FRAMING SPECIFICATIONS C�J- �1��6 FRAMING LUMBER SHALL BE S-DRY,KID,OR WC-19,AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB (e�Ld�SI�YJS91@9 Iti.e0I7J STANDARD"GRADING RULES FOR WEST COAST LUMBER NO.17",OR WWPA STANDARD,"WESTERN LUMBER GRADING RULES 2011".FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS (2X&3X MEMBERS) HEM-FIR NO.2 MINIIMUM BASE VALUE,FB-85OPSI DECK (4X MEMBERS) DOUGLAS FIR-LARCH NO.1 MINIIMUM BASE VALUE,FB-1000PSI STUDS&MISC.FRAMING DOUGLAS FIR-LARCH OR HEM-FIR NO.2 PLATES DOUGLAS FIR-LARCH WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8D 2-1/2" 0.131" 16D 3-1/2" 0.135" No. Description Date IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW. r NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTER SINKING PERMITTED.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGRESS WITH THE MEMBER AND STARTED 113 THE LENGTH OF THE NAIL FROM THE MEMBER END. SD S B. ALL BOLTS IN WOOD SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"AND SMALLER LAG SCREWS. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: THERESE GARAGEREMODEL A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE,THE AITC"TIMBER CONSTRUCTION MANUAL"AND THE AF&PA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION".MINIMUM NAILING UNLESS OTHERWISE NOTED,SHALL CONFORM TO IRC TABLE R602.3.(1).COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL DRAWINGS. B. WALL FRAMING:REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.ALL STUDS SHALL BE 19010 46TH AVE NE SPACED AT 16"O.C.UNO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH ARL I N GTON, WA 98371 SD CO SIDE OF ALL OPENINGS,AND AT BEAM OR HEADER BEARING LOCATIONS.TWO 2X8 HEADERS SHALL BE 0 o 2 PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT SD OF ALL STUD WALLS OVER 10'-0"IN HEIGHT. O ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATE TO EACH STUD WITH 16D NAILS.AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH 16D NAILS.FACE NAIL SD DOUBLE TOP PLATE WITH 16D @12"O.C.AND LAP MINIMUM 4'4"AT JOINTS AND PROVIDE EIGHT 16D NAILS @4" O.C.EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16D NAILS @ 12"ON-CENTER,OR ATTACHED TO CONCRETE BELOW WITH 5/8"DIAMETER ANCHOR BOLTS @ 4'-0"ON-CENTER EMBEDDED 7"MINIMUM,UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16D @12"ON-CENTER.UNLESS OTHERWISE NOTED,GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4"TYPE S OR W SCREWS @ 8"ON-CENTER.UNLESS INDICATED OTHERWISE,1/2" CSCO (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0)SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8D NAILS @ 6"ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES(BLOCK UN-SUPPORTED EDGES) FUR WH AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D NAILS @ 12"ON-CENTER ALLOW 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS. BORED OR DRILLED HOLES: MAY NOT EXCEED 60%OF STUD WIDTH(IF DRILLED OVER 40%MUST SD BE DOUBLED) SHALL NOT BE CLOSER THAN 5/8"TO EDGE OF STUD SHALL NOT BE IN THE SAME SECTION AS A CUT OR NOTCH (EXCEPTIONS R602.6;DETAILS:FIGURES R602.6(1),R602.6.2(2),R602.6.1 GARAGE FIREBLQCKING: IN CONCEALED SPACES OF STUD WALLS&PARTITIONS AS FOLLOWS: 1. VERTICALLY AT CEILINGS AND WALLS 2. HORIZONTALLY AT MAX.10'INTERVALS 3. ALL INTERCONNECTIONS SUCH AS SOFFITS,DROP CEILINGS, COVE CEILINGS. 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP& BOTTOM OF RUN 5. OPENINGS AROUND VENTS/PIPES/DUCTS AT FLOOR AND EXISTING PLANS & CEILING LEVELS FIRE BLOCKING MATERIALS SHALL BE CONSISTENT WITH R302.11.1 SPECIFICATIONS LOOSE FILL MATERIAL IS NOT ALLOWED NOTE:ALL FIRE BLOCKS AND DRAFT BLOCKS REQUIRED TO BE INSTALLED PRIOR TO FRAMING INSPECTION. Project Number _ DOOR HANDLES: OPERABLE PARTS OF DOOR HANDLES,PULLS,LATCHES,LOCKS AND Date 1/13/2022 OTHER DEVICES INSTALLED IN ADULT FAMILY HOMES SHALL BE Drawn By CS OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT Checked By GRASPING,PINCHING OR TWISTING OF THE WRIST.POCKET DOORS GM n FLOOR PLAN - EXISTING SHALL HAVE GRASPABLE HARDWARE AVAILABLE WHEN IN THE U SCALE: 1/4"=V-0" (31N CLOSED OR OPEN POSITION. A002 Scale Varies • 2018 INTERNATIONAL RESIDENTIAL CODE(IRC), m 1)wv1 EDITION&WAC 51-51 �;�I.dN�I�S�@�T11dI�.COPD DECK • 2018 UNIFORM PLUMBING CODE(UPC),EDITION& WAC 51-56,51-57 • ---) 2018 WASHINGTON STATE ENERGY CODE RESIDENTIAL(WSEC) SCOPE OF WORK: 1. CONVERT GARAGE INTO(2)BEDROOMS&STORAGE. GENERAL NOTES: 1. ALL SMOKE ALARMS AND COMBINED FIRE AND SMOKE ALARMS ARE TO BE INTERCONNECTED PER IRC R314.2.2&R315.2.2 2. INTERIOR NON-LOAD BEARING WALLS DO NOT REQUIRE STRUCTURAL HEADER. 3. PROVIDE INSULATION FOR ALL HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE(R-VALUE)OF R-3. 4.REFERENCE BORED OR DRILLED HOLES&FIRE BLOCKING NOTATIONS ON SHEETA002. NO. Description Date 5. 1l2"GYPSUM BOARD SEPARATION INSTALLED ON GARAGE SIDE. SD S STRUCTURAL MEMBERS SUPPORTING HORIZONTAL SEPARATION REQUIRES%"GYPSUM BOARD(INCLUDING ALL BEARING WALLS, POSTS,COLUMNS,ETC..) 6. FIRE BLOCKING IS REQUIRED FOR ALL OPENINGS AROUND VENTS, PIPES,DUCTS,CABLES AND WIRES TO RESIST PASSAGE OF FLAMES AND COMBUSTION. 7. FRAME WALLS,INSTALL DOORS,WINDOWS PER ELEVATION DETAILS TH E RES E GARAGE ON SHEET A001 AND PER FRAMING SPECIFICATIONS ON SHEET A002. REMODEL SD CO ° CONSTRUCTION NOTES: SID 1O INSTALL 5200 BTUH HEAT PUMP.HEAT PUMP SHALL A MINIMUM EFFICIENCY OF 8.2 HSPF FOR HEATING MODE. 19010 46TH AVE NE 2O INSTALL NEW SMOKE DETECTORS. ARLINGTON, WA 98371 SD 3O PROVIDE COMBINED FIRE AND SMOKE DETECTOR,C.O. 4. FUR OUT GARAGE WALLS AS NEEDED TO MAKE ROOM FOR 2x8 STUDS AND INSTALL R-21+R12 INSULATION. 5O ROUTE 12"DUCT UP TO ATTIC,TERMINATE WITH GOOSENECK, 7 PROVIDE HIGH AND LOW OPENING INTO UTILITY ROOM.SEE SHEET A004 FOR FURNACE COMBUSTION AIR DETAIL. SD CO O6. INSULATE ATTIC TO R-49. FUR y�H 22x30 O STORAGE O PROVIDE 105 CFM WHOLE HOUSE EXHAUST FAN FV-0511VKL2 OR EQUAL.CONNECT CONNECT TO 4"EXHAUST DUCT AND ROUTE 2A STUD @ 16"O.C. L` ATTIC 7 ABOVE CEILING TO THE EXTERIOR.TERMINATE WITH A VENT 1/2"Gypsum ACCESS ® 3'-10" wall board 1/2"Gypsum CAP.PROVIDE R-71NSULATION FOR DUCTWORK IN ATTIC. well board SD 5'-7" CLOSET 2,_5" O SO J 4" INTERIOR WALL ASSEMBLY DETAIL O SO BEDROOM F 7'-10" (N)4'x 4'window w/(2)2x8 11'-9" BEDROOM 114 SF Header,0.22 U-value,5.7 E SF min opening.Height 182 SF from Floor to window net clear opening shall be a O max of 44".(TYP.3) O O SUMMARY OF TABLE R406.2 14'-6" CLOSET OPTION FUEL NORMALIZATION DESCRIPTION CREDIT(S) L Garage door toremai PROPOSED 2 HEAT PUMP 1.0 Garage door to remain 3'-9" PLAN OPTION ENERGY CREDITS DESCRIPTION CREDIT(S) 28' 1.5 EFFICIENT BUILDING ENVELOPE 1.5: 2.0 Vertical fenestration U=0.22 n FLOOR PLAN - PROPOSED Project Number _ Wood frame wall R-21 int plus R-12 floor R10 ' SCALE: 1/4"=1�-0" �N Date 1/3/2022 Drawn By CS Checked By GM A003 Scale Varies Frame in garage door opening with 2x6 studs CSU 21@9 xisting roof @16"o.c.with 1/2" sheathing on the exterior. —, 77777 Minimum 1" Existing header to remain (E) Garage door I I nsulation baffles in the opening. R-49 Insulation--// 4x2 P.T.Sleeper set in mastic to 2x6 P.T.plate 1/2"Anchor bolts @6ft D.C.embed 7" foundation with Simpson"titen" min.into curb.Use screw anchors into 5/8"Gypsum wall boar concrete screw&3"x3"x1/4"seismic 2x10 P.T.Rim joist slab where curb is less than 7" tall.3"x3"x0.225"plate washer Double 2x6 Top plate \\\—Vented blocking washer 4'O.C.imbed 3"min. 2x10 joist New curb.Min 6"wide and 1/2"Gypsum wall board_/ water resistive 6"high.Max height equal to barrier(tyvek) height of existing sternwall. 7`0'MIN Insulate as required. R-21 Insulation plus R-12 4 4 3/4"T&G Plywood or Equiv 2x6----' �xisting garage door J" subfloor glued&nailed to remain. Existing garage floor—/ No. Description Date NECESSARY per Existing driveway) Floor Joist Install 3"rigid foam 2x10 JOIST RIP AS NECESSARY per plan 4 z board on the inside of garage door.Protect R-21 insulation from CURB DETAIL Concrete curb permoisture by using spray SCALE: NONE R-10 Insulation ion detail #2 on this page foam where there are gaps. THERESE GARAGE :EXTERIOR WALL FRAMING DETAIL REMODEL SCALE: NONE Roof 19010 46TH AVE NE ARLINGTON, WA 98371 Sill Plate Splice ceiling "ate"'ce 12"Duct with high 12"Max and low 6"opening 3 W Min from edge DUCT -W Max. Anchor Solt With Washer 12�"Max. _Xa Sill Plat 3'/"Min from edge 'i"Plate Wall Corner FURNACE 28' 3 SILL PLATE ATTACHMENT DETAIL Floor F7-- 1 310' ALE:NONE Sill plate attached per 2018 IRC FUR wH 2x10 P.T. ledger R317,R318,R403.1.6,R602.1 1.1 FURNACE COMBUSTION AIR DETAIL board w/'1 2"x4 lag NOTE:INSTALL DUCTWORK PER 2018 IRC CHAPTER 16 SCreW&Washer.See lag screw placement 3/4"Plywood detail on sheet A004. floor sheet ii i I s specie grou 4 4 4x',P.T.Mid-span support z STAGGER FASTENERS 2x10 P.T.Rim joist the is anchored to the IN2ROWS co r crate slab per curb 20' 3it#2 on sheet 0 10 A0 — 7 r(— 5.5 Joist lumber 4.(TYP.3) MAXMIN.FOR 2 X 8' *DISTANCE SHALL BE PERMITTED TO S* X 6.5 MIN.FOR 2 X 10 OF REDUCED TO 4.5'IF LAG SCREWS species shall -0 ID (D be hem-fir/doug_ )"'gr 7,5"MIN,FOR 2 X 12 ARE USED OR BOLT SPACING Is fir NO.2 tT REDUCED TO THAT OF LAG SCREWS DETAILS &GARAGE TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. BAND JOISTS. 6 m vapor barrier RigidInsulation LEDGER---/ LAG SCREW OR BOLT 3 4'VIN requil ired on top of lab. be ow sleepers.(TYP.) FLOOR FRAMING PLAN Lap splices 12"mi I and 6"min Up the side; 2x10 Blocking every 48" For SI: 1 inch = 25.4 mm. 2x10 Floor I V/ /I/ Max,staggered Project Number joists attach ledger w Date FIGURE 7.PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS,FIGURE R507-9-1-3(1) hangers/foist 1/13/2022 For exterior wall Drawn By installation refer CS (N)curb per detail 2 3' Min detail#1 on sheet on sheet A004 -QP joistA004 Checked By GM A004 ())�GARAGE FLOOR FRAMING PLAN SMLE-rl/4,L,=,��-O� �scale Varies 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions (effective February 1,2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings(townhouses). Project Information Contact Information THERESE GARAGE REMODEL JCSL DESIGNS 19010 46TH AVE NE ,ARLINGTON, WA 98223-4789 206 548 6798 Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1-Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3-Energy Credits. Authorized Representative Date 02/21/2023 All Climate Zones(Table 11402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling' 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall ,h 10/15/21 int+TB 0.042 Slab d.f R-Value& Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New&Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits)and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage,and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Credits-select ONE O tions Fuel Normalization Descriptions heating option User Notes p 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only-furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each p cate or 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 0 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation Li 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC L 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions (effective February 1,2021) — Summary of Table R406.2(cont.) Energy Credits-select ONE Energy Credit Option Descriptions(cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating El 2.5 ❑ 6.1e Renewable Electric Energy(3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits 3.0 Calculate Total clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 3 RESIDENTIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The following information is required for Residential: Single Family,Duplex, Townhomes,Additions,and Accessory Structure Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS ❑ 1 Proof of approved Zoning Verification wr i City of Arlington Residential Pennit Application ❑ i City of Arlington Residential Submittal Requirements Form ❑,/ 1 Residential Building Design Requirements pd 2 Site Plan [� 2 Architectural Plans ❑ 2 Structural Plans ❑ 2 Stnict u-al Calculations ❑ 1 Project Specification Manuals,ifapplicable ❑ 1 WSEC Compliance Forms https:,(/waenergycodes.comj ❑ 1 Special Inspection and Testing Agreement,if applicable ❑ 1 Deferred Submittal Request,if applicable ❑ 1 USB Flash Drive or email a link to cec[Parlingtonwa.gov 1. Architectural and Stnict u-al Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. 4. Contact the Pennit Center to verify if an intake appointment is required. City of Arlington Pennit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. 911 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING PERMIT APPLICATION Type of Permit: I [Single-family ❑ Duplex ❑Townhouse JEJ Addition I ❑Accessory Structure IBC Construction Type: IBC Occupancy Type: Building Square Footage: 1776 Number of Stories: 1 Square Footage Per Floor: B: 1776 1St: 1776 2nd: 0 3rd: 0 Garage: 640 Property Address: 46TH AVE NE , ARLINGTON, WA 98223-478$roject Valuation: 35,000 Lot#: 14 Parcel ID No.: 00955700001400 Preferred Contact: Owner O Contractor Project Description CONVERT GARAGE INTO (2) BEDROOMS & STORAGE. REMODEL SF IS 640S Owner Name: MAMBO THERESE Home No.: 207 272 5798 Email Address: k.tan76&yahoo.com Cell No.: 207 272 5798 Mailing Address: 19010 46TH AVE NE City: ARLINGTON State: WA zip: 98223 Contractor Name: HOME OWNER DOING THE WORK Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: MECHANICAL INFORMATION Type of Permit: ❑ New Installation Addition/Alteration/Repair ❑ Gas Piping Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&.I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shirt-off valve is required within 6 feet of all appliances REV03.2022 Page 2 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION MECHANICAL PERMIT FEES (per unit) Type of Fixture No.of Units Cost per Unit Subtotal Model No. Additional Plan Review fees x $75.00 Air Cond.Unit<_100Btu x $15.00 Air Cond.Unit>100Btu x $25.00 Air Cond Unit>500Btu x $50.00 Air Handling Units x $15.00 = Base Mechanical Fee 1 x $25.00 = $25.00 Boiler<100Btu >3h x $15.00 = Boiler>1 million Btu h<5 0 hp x $25.00 = Boiler>1.5 million Btu/h<50hp x $50.00 = Boiler>100Btu h 3-1 5hp x $15.00 = Boiler>500Btu h 15-30hp x $25.00 = Commercial Hoods-Type I x $25.00 = Commercial Hoods-Type II x $50.00 = Diffusers x $15.00 = Dryer Ducting x $15.00 = Ductwork(drawings required) x $25.00 = Evaporative Coolers x $15.00 = Exhaust/Ventilation Fans x $15.00 = Fireplace/Insert/Stove x $15.00 = Forced Air Heat<_100 Btu x $15.00 = Forced Air Heat>100 Btu x $25.00 = Gas Clothes Dryer x $15.00 = Gas Fired AC<_100 Btu/h x $15.00 = Gas Fired AC>100 Btu h x $25.00 = Gas Fired AC> 500 Btu/h x $50.00 = Gas Pi in <_ 5 units x $15.00 Gas Piping> 5 units (plus<5 units) x $2.00 Heat Exchangers x $15.00 Heat Pump-Condensing Unit 9 x $25.00 Hot Water Heat Coils x $15.00 Miscellaneous Appliance-regulated by x $15.00 mechanical code,not otherwise specified Pkg.Units<_100btu x $25.00 = Pkg.Units>100btu x $50.00 = Range/Cook top-Gas Fired x $15.00 = Refrigeration Unit<_100Btu h x $15.00 = Refrigeration Unit>100Btu h x $25.00 = Refrigeration.Unit>500Btuu/h x $50.00 = Re-inspection fee x $75.00 = Residential Range Hood x $15.00 = Unit Heaters 15 100 Btu h x $15.00 = Unit Heaters>100 Btu/h x $25.00 = VAV Boxes (Variable Air Volume,part of air x $10.00 conditioning system) Wall Heaters-Gas Fired x $25.00 = Water Heater-Gas Fired x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total $ 190 REV03.202 2 Page 3 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION Gas Piping Information ❑ Not Applicable ❑CSST ❑ Brass ❑ Other Proposed Piping Material: ❑ Black Steel ❑ Galvanized Steel Proposed Piping Size: ❑ 1/2 ❑ 5/a" ❑ 3/a." ❑ 1" ❑ 11/z" ❑ 2" Distance from Meter to furthest Appliance: Total BTU's of all Appliances: PLUMBING INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves(PRV) • Cross-Connection-Control may be required Proposed Interior Water Piping Size: ❑ 1/2 ❑ 5/s" ❑ 3/4 ❑ 1" ❑CPVC ❑ Brass ❑ PEX-AL-PEX Proposed Interior Piping Material: ❑ Copper ❑ PEX ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/s" ❑ 3/4 ❑ 1" ❑ 11/2" ❑ 2" ❑PVC ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑PE ❑ PEX ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ 1/2 ❑ 5/s" ❑ 3/" ❑ 1" ❑ 11/2 ❑ 2" ❑ 3" 04" Piping Size: REV03.202 2 Page 4 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION PLUMBING PERMIT FEES per fixture Type of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee 1 x $25.00 = $25.00 Bath Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher x $15.00 = Drinking Fountain x $15.00 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $15.00 = Icemaker Refri erator x $15.00 = Irrigation-per meter x $25.00 = Kitchen Sink&Disposal x $15.00 = Laundry Tray x $15.00 = Lavatory x $15.00 = Med Gas Pi in <- 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus 15 5 x $5.00 = inlets outlets Miscellaneous-regulated by plumbing code, x $15.00 = not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee x $75.00 = Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. x $15.00 = Toilets x $15.00 = Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = MODEL NO.: Water Heater-Tankless x $25.00 = MODEL NO.: Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total I hereby certify that I am the ❑Owner [Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above infortuation is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and the City of Arlington. GEORGE NGANGA 2/21/2023 Signat re V VPrint Name Date REV03.2022 Page 5 of 5 �MyBui ldi ngPermit.com a service of eCftyGov.net Construction Tip Sheet 25 Floor Insulation The floor of the newly conditioned area is required to be insulated. While the energy code requires R-10 insulation under the slab at the perimeter, we realize that removing and replacing portions of the slab is difficult. Figure 4 depicts two approved insulation options above the slab that are equivalent to under-slab perimeter insulation. Note: If batt insulation is to be used in raised framing without the R-7.5 rigid insulation indicated below, the minimum value is R-30, and the space below the floor joists will either need to be ventilated or filled to capacity with rigid insulation. Subfloor Directly on Sleepers R-5 Rigid Insulation on stemwalls up 2x Pressure Treated(PT)Lumber @ 24'o.c.max to 9'exposed height.Insulate taller ripped to match slope of slab,minimum depth of 1 1/2" stemwalls per details on page 2. Treat cut side with wood preservative. a 3/4'Plywood subfloor 6 mil Vapor Barrier required on R 7.5 Rigid Insulation 2x4 PT Sleepers 4 top of slab.Lap splices 12"min between the sleepers @ 24'o.c.max. and run 6"min up the sides. Raised Floor System R•5 Rigid Insulation on stemwalls up to 9"exposed height. Insulate taller Min.2x6 Floor stemwalls per details on page 2. Joists @ 16'o.c. ��3/4"or 2132" Plywood subftoor a Sold Blocking at _ R-7.5 Rigid Insulation bearing points between the sleepers d e u d a u n n a 2x4 PT sleepers at W o.c.max.Fasten securely to a e 6 mil Vapor Barrier required on slab using corrosion-resistant fasteners.Continuous and run 6"min up the siddees. top of slab Lap splices min solid blocking or 2x4 pony wall to joists above. 0 Figure 4: Approved Insulation Options Above the Slab January 24, 2021 MyBuildingPermit.com I Garage Conversions 4 e0tyGov.net 2005,&,90tyomAllianca 59'-6" • __� � CAL`D��I��V`� - � 77s�'l��,m7 u ti (E)DECK W J T� Fr i Ir + ` ' No. Description Date 1 ST FLOOR •} - r ' 1760 SF 122'-6" 122'-6" .t - •�_ t i r T r.l THERESE GARAGE REMODEL CNRVTSPACE 640 SF r l VICINITY PLAN `SCAL\_ N 19010 46TH AVE NE ARLINGTON, WA 98371 DRIVEWAY 22'-11" 2x4 STUDS 16"O.C. KING STUD- Header Double 2x6 w/ g' 7'-0" plywood spacer SIDEWALK SIDEWALK Jack stud-1Blocking GRASS VERGE GRASS VERGE studs 16"O.C. Section throu O INTERIOR WALL FRAMING ELEVATION TYP rough openingh window 46TH AVE NE SCALE:NONE 3 DOOR FRAMING ELEVATION SCALE:NONE R-10 rigid foam insulation /1 AN SITE PL ® KING STUD- SCALE N ROUGH 4 oe ube2x8w/ SITE &VICINITY BLOCKING OPENING plywood spacer PLANS &4, ELEVATIONS TSill Plate Project Number _ JACK TUD Date 1/13/2022 Drawn By CS wds 16"O.C. Checked By GM TYP Section through window rough opening A001 o EXTEROR WALL FRAMING ELEVATION(4x) SCA I LE:NO BLD-5298 Scale Varies FRAMING SPECIFICATIONS C�J- �1��6 FRAMING LUMBER SHALL BE S-DRY,KID,OR WC-19,AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB (e�Ld�SI�YJS91@9 Iti.e0I7J STANDARD"GRADING RULES FOR WEST COAST LUMBER NO.17",OR WWPA STANDARD,"WESTERN LUMBER GRADING RULES 2011".FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS (2X&3X MEMBERS) HEM-FIR NO.2 MINIIMUM BASE VALUE,FB-85OPSI DECK (4X MEMBERS) DOUGLAS FIR-LARCH NO.1 MINIIMUM BASE VALUE,FB-1000PSI STUDS&MISC.FRAMING DOUGLAS FIR-LARCH OR HEM-FIR NO.2 PLATES DOUGLAS FIR-LARCH WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8D 2-1/2" 0.131" 16D 3-1/2" 0.135" No. Description Date IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW. r NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTER SINKING PERMITTED.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGRESS WITH THE MEMBER AND STARTED 113 THE LENGTH OF THE NAIL FROM THE MEMBER END. SD S B. ALL BOLTS IN WOOD SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"AND SMALLER LAG SCREWS. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: THERESE GARAGEREMODEL A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE,THE AITC"TIMBER CONSTRUCTION MANUAL"AND THE AF&PA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION".MINIMUM NAILING UNLESS OTHERWISE NOTED,SHALL CONFORM TO IRC TABLE R602.3.(1).COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL DRAWINGS. B. WALL FRAMING:REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.ALL STUDS SHALL BE 19010 46TH AVE NE SPACED AT 16"O.C.UNO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH ARL I N GTON, WA 98371 SD CO SIDE OF ALL OPENINGS,AND AT BEAM OR HEADER BEARING LOCATIONS.TWO 2X8 HEADERS SHALL BE 0 o 2 PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT SD OF ALL STUD WALLS OVER 10'-0"IN HEIGHT. O ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATE TO EACH STUD WITH 16D NAILS.AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH 16D NAILS.FACE NAIL SD DOUBLE TOP PLATE WITH 16D @12"O.C.AND LAP MINIMUM 4'4"AT JOINTS AND PROVIDE EIGHT 16D NAILS @4" O.C.EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16D NAILS @ 12"ON-CENTER,OR ATTACHED TO CONCRETE BELOW WITH 5/8"DIAMETER ANCHOR BOLTS @ 4'-0"ON-CENTER EMBEDDED 7"MINIMUM,UNLESS INDICATED OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16D @12"ON-CENTER.UNLESS OTHERWISE NOTED,GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4"TYPE S OR W SCREWS @ 8"ON-CENTER.UNLESS INDICATED OTHERWISE,1/2" CSCO (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0)SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8D NAILS @ 6"ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES(BLOCK UN-SUPPORTED EDGES) FUR WH AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D NAILS @ 12"ON-CENTER ALLOW 1/8"SPACING AT ALL PANEL EDGES AND PANEL ENDS. BORED OR DRILLED HOLES: MAY NOT EXCEED 60%OF STUD WIDTH(IF DRILLED OVER 40%MUST SD BE DOUBLED) SHALL NOT BE CLOSER THAN 5/8"TO EDGE OF STUD SHALL NOT BE IN THE SAME SECTION AS A CUT OR NOTCH (EXCEPTIONS R602.6;DETAILS:FIGURES R602.6(1),R602.6.2(2),R602.6.1 GARAGE FIREBLQCKING: IN CONCEALED SPACES OF STUD WALLS&PARTITIONS AS FOLLOWS: 1. VERTICALLY AT CEILINGS AND WALLS 2. HORIZONTALLY AT MAX.10'INTERVALS 3. ALL INTERCONNECTIONS SUCH AS SOFFITS,DROP CEILINGS, COVE CEILINGS. 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP& BOTTOM OF RUN 5. OPENINGS AROUND VENTS/PIPES/DUCTS AT FLOOR AND EXISTING PLANS & CEILING LEVELS FIRE BLOCKING MATERIALS SHALL BE CONSISTENT WITH R302.11.1 SPECIFICATIONS LOOSE FILL MATERIAL IS NOT ALLOWED NOTE:ALL FIRE BLOCKS AND DRAFT BLOCKS REQUIRED TO BE INSTALLED PRIOR TO FRAMING INSPECTION. Project Number _ DOOR HANDLES: OPERABLE PARTS OF DOOR HANDLES,PULLS,LATCHES,LOCKS AND Date 1/13/2022 OTHER DEVICES INSTALLED IN ADULT FAMILY HOMES SHALL BE Drawn By CS OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT Checked By GRASPING,PINCHING OR TWISTING OF THE WRIST.POCKET DOORS GM n FLOOR PLAN - EXISTING SHALL HAVE GRASPABLE HARDWARE AVAILABLE WHEN IN THE U SCALE: 1/4"=V-0" (31N CLOSED OR OPEN POSITION. A002 Scale Varies • 2018 INTERNATIONAL RESIDENTIAL CODE(IRC), m 1)wv1 EDITION&WAC 51-51 �;�I.dN�I�S�@�T11dI�.COPD DECK • 2018 UNIFORM PLUMBING CODE(UPC),EDITION& WAC 51-56,51-57 • ---) 2018 WASHINGTON STATE ENERGY CODE RESIDENTIAL(WSEC) SCOPE OF WORK: 1. CONVERT GARAGE INTO(2)BEDROOMS&STORAGE. GENERAL NOTES: 1. ALL SMOKE ALARMS AND COMBINED FIRE AND SMOKE ALARMS ARE TO BE INTERCONNECTED PER IRC R314.2.2&R315.2.2 2. INTERIOR NON-LOAD BEARING WALLS DO NOT REQUIRE STRUCTURAL HEADER. 3. PROVIDE INSULATION FOR ALL HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE(R-VALUE)OF R-3. 4.REFERENCE BORED OR DRILLED HOLES&FIRE BLOCKING NOTATIONS ON SHEETA002. NO. Description Date 5/1/23 5. 1l2"GYPSUM BOARD SEPARATION INSTALLED ON GARAGE SIDE. 1. City comment response- STRUCTURAL MEMBERS SUPPORTING HORIZONTAL SEPARATION REQUIRES%"GYPSUM BOARD(INCLUDING ALL BEARING WALLS, POSTS,COLUMNS,ETC..) 6. FIRE BLOCKING IS REQUIRED FOR ALL OPENINGS AROUND VENTS, PIPES,DUCTS,CABLES AND WIRES TO RESIST PASSAGE OF FLAMES AND COMBUSTION. 7. FRAME WALLS,INSTALL DOORS,WINDOWS PER ELEVATION DETAILS TH E RES E GARAGE ON SHEET A001 AND PER FRAM ING SPECIFICATIONS ON SHEET A002. REMODEL SD CO CONSTRUCTION NOTES: SD 11. INSTALL 5200 BTUH HEAT PUMP.HEAT PUMP SHALL A MINIMUM EFFICIENCY OF 8.2 HSPF FOR HEATING MODE. 19010 46TH AVE NE 2O INSTALL NEW SMOKE DETECTORS. ARLINGTON, WA 98371 SD 3O PROVIDE COMBINED FIRE AND SMOKE DETECTOR,C.O. 4. FUR OUT GARAGE WALLS AS NEEDED TO MAKE ROOM FOR 2x8 STUDS AND INSTALL R-21+R12 INSULATION. 50 ROUTE 12"DUCT UP TO ATTIC,TERMINATE WITH GOOSENECK, 7 PROVIDE HIGH AND LOW OPENING INTO UTILITY ROOM.SEE SHEET A004 FOR FURNACE COMBUSTION AIR DETAIL. SD CO 6. INSULATE ATTIC TO R-49. FUR WH O 22x30 O 9 STORAGE O PROVIDE 105 CFM WHOLE HOUSE EXHAUST FAN FV-0511VKL2 OR EQUAL.CONNECT CONNECT TO 4"EXHAUST DUCT AND ROUTE 2A STUD @ 16"O.C. L` ATTIC 7 ABOVE CEILING TO THE EXTERIOR.TERMINATE WITH A VENT 1/2"wall board--,, 1/2ll Gypsum ACCESS ® wallCARPROVIDE R-7INSULATION FOR DUCTWORK IN ATTIC. we board SD"Gypsum 3'-4" 5,_�„ 10'-7" PROVIDE DRAIN PAN UNDER HOT WATER TANK WITH POSITIVE DRAIN AND ROUTE PIPING TO EXTERIOR OF BUILDING. CLOSET 2'-S" 2 3' ill 99.. ENCLOSE FURNACE AND WATER HEATER AS SHOWN AND INSTALL SD LOUVERED SERVICE DOORS. 19'-4" INTERIOR WALL ASSEMBLY DETAIL 9' O SD BEDROOM F (N)4'x 4'window w/(2)2x8 11'-4" BEDROOM 114 SF Header,0.22 U-value,5.7 E SF min opening.Height 182 SF from Floor to window net clear opening shall be a O max of 44".(TYP.3) O O SUMMARY OF TABLE R406.2 14'-6" CLOSET OPTION FUEL NORMALIZATION DESCRIPTION CREDIT(S) L Garage door toremai PROPOSED 2 HEAT PUMP 1.0 Garage door to remain 3'-9" PLAN OPTION ENERGY CREDITS DESCRIPTION CREDIT(S) 28' 1.5 EFFICIENT BUILDING ENVELOPE 1.5: 2.0 Vertical fenestration U=0.22 n FLOOR PLAN - PROPOSED Project Number _ Wood frame wall R-21 int plus R-12 floor R10 ' SCALE: 1/4"=V-0" (]�N Date 1/3/2022 Drawn By CS Checked By GM A003 Scale Varies Frame in garage door opening with 2x6 studs @16"o.c.with 1/2" sheathing on the exterior. Existing header to remain (E) Garage door CSU 21@9 xisting roof in the opening. 77777---1 Minimum 1" 2x6 P.T.plate 1/2"Anchor bolts @6ft o.c.embed 7" Insulation baffles Sleepers per /—min.into curb.Use screw anchors into raised floor figure 2x10 P.T.Rim joist slab where curb is less than 7" R-49 Insulatio4n-- 4 detail below 2x10 joist tall.3"x3"x0.225"plate washer New curb.Min 6"wide and 5/8"Gypsum wall boar 6"high.Max height equal to Double 2x6 Top plate a height of existing sternwall. �Vented blocking I>< Insulate as required. 1/2"Gypsum wall board __/ water resistive 4 barrier(tyvek) 4 7' 0'MIN R-21 Insulation plus R-12 J 4 2x6----' Existing garage floor Existing driveway) 3/4"T&G Plywood or Equiv xisting garage door 2x10 JOIST RIP AS NECESSARY subfloor glued&nailed to remain. No. Description Date 1. City comment responses 5/1123 Floor Joist per plan Install 3 4"rigid foam 2 CURB DETAIL 1 z board on the inside of SCALE: NONE garage door.Protect R-21 insulation from Concrete curb per moisture by using spray R-10 Insulation ion detail #2 on this page foam where there are gaps. Raised Floor System R-5 Rigid Insulation on slemwalls up 2x10 THERESE GARAGE to 9"exposed height.Insulate taller Min Zil EXTERIOR WALL FRAMING DETAIL sternwalls per details on page 2. Joists @ 16'O-c 3/4'or 23,32" Plywood subffoor REMODEL SCALE: NONE Solid Blocking at R 7.5 Rigid Insulation bearing points 19010 46TH AVE NE between the sleepers ARLINGTON, WA 98371 ............. Sill Plate Splice "'ate Splice 4 6 mil Vapor Barrier requir ed on 2x4 PT sleepers at 8'o.c.max.Fasten securely to lop of slab Lap splices 12"min slab using corrosion-resistant fasteners Continuous and run 6'min up the sides. solid blocking or 2x4 pony wall to joists above. 12'Max. 3 W Min from edge -1 Max. Anchor Bolt With Washer Figure 4: Approved Insulation Options Above the Slab 12"Max. ,Xa Sill Plate 3 M"Min fr.m edge Wall come 28' SILL PLATE ATTACHMENT DETAIL 310' "-�SCALE:NONE Sill plate attached per 2018 IRC FUR wH 2x10 P.T. ledger R317,R318,R403.1.6,R602.1 1.1 board w/21.1 x4 lag screw&washer.See lag screw placement 3/4"Plywood detail on sheet A004. Ply wood in floor st in 19, sheathin species grou 4 4x',P.T.Mid-span support STAGGER FASTENERS 2x10 P.T.Rim joist the is anchored to the IN2ROWS co r crate slab per curb 20' 3it#2 on sheet A004.(TYP.3) Joist lumber 5.5 M:N.F FOR *DISTANCE SHALL BE PERMITTED TO -0 7 0 1 species shall S*MAX 6.5 MN.FOR2X 0 BE REDUCED TO 4.5'IF LAG SCREWS be hem-fir/doug MAX ID a F 7,5"MIN,FOR 2 X 12 ARE USED OR BOLT SPACING Is fir NO.2 -0 tT REDUCED TO THAT OF LAG SCREWS DETAILS &GARAGE TO ATTACH 2 x 8 LEDGERS TO 2 X 8 2"MIN. BAND JOISTS. 6 m vapor barrier In ulation per raised floor LEDGER---/ LAG SCREW OR BOLT 3 4'MIN requil ired on top of lab. fig re4detailabove FLOOR FRAMING PLAN Lap splices 12"mi I and 6"min Up the side; 2x10 Blocking every 48" 2x10 Floc Max,staggered Project Number r For SI: 1 inch = 25.4 mm. I joists attach o FIGURE 7.PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS,FIGURE R507-9-1-3(1) ledger hangers w/ For exterior wall Date 1/13/2022 (N)curb per detail 2 installation refer Drawn By CS on sheet A004 -QP joist 3' Min detZ#1 on sheet Checked By A004 GM A004 ())�GARAGE FLOOR FRAMING PLAN SMLE-rl/4,L,=,��-O� Scale Varies i 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Mambo Permit No.:BLD-5298 Review Date:4/21/2032 Contact: Phone No.: Review Phase: Report Date: Reviewing Dept.: CED Applicant:Therese Mambo DWG Issue Date: # Rev. Dwg.or Add'1 Ref. Comment Response/Resolution City S ec.Ref. Approved 1. KO A003 Provide drain pan under Hot Water Tank with positive Plans revised to indicate installation of drain drain to exterior of building pan and positive drain to the exterior 2. KO A003 Enclose Furnace and Hot Water Tank,provide Plans revised to show enclosure of the furnace louvered service doors for quipment access.This is for and water heater room. patient safety from hot objects 3. KO A004 See attached detail for approved framing,insulation Plans revised to show the approved detail for and vapor barrier options for the application the raised floor framing and insulation options. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Pagel of 1 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 19010 46TH AVE NE Permit#: 5298 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00955700001400 DATE OF ISSUANCE. Scope of Work: Convert garage into(2)bedrooms&storage Valuation: 35000.00 OWNER APPLICANT CONTRACTOR MAMBO THERESE M\TEGEJO Therese Mambo DJENNY MARUHE 923 112TH ST SW UNIT G232 19010 46th Ave NE EVERETT,WA 98204 Arlington,WA 98223 , 2072725798 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL ALTERATION CODE YEAR: STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: R-3;Residential BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC I O/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 06/22/2023 Applicant ature Date Building Official Date CONDITIONS See red-lined drawings- Sheet#4.Approved job copy shall be onsite for inspections.Adhere to approved plans. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 06/23/2023 Processing/Technology $25.00 06/23/2023 Building Permit $738.64 06/23/2023 Building Plan Review $480.12 Total Due: $1,243.76 Total Payment: $0.00 Balance Due: $1,243.76 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail Permit#: 5298 Permit Date: 04/12/23 Permit Type: RESIDENTIAL ALTERATION Project Name: Mambo Applicant Name: Therese Mambo Applicant Address: 19010 46th Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Therese Mambo Phone: 2072725798 Email: k.tan76@yahoo.com Scope of Work: Convert garage into (2)bedrooms & storage Valuation: 35000.00 Square Feet: 0 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 06/26/2023 Permit Expires: 06/20/2024 Form Permit Type: RESIDENTIAL ADDITION Status: COMPLETE Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning MAMBO THERESE 100 SINGLE 00955700001400 19010 46TH AVE NE M\TEGEJO FAMILY DJENNY MARUHE RESIDENCE Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/20/2024 Inspection Final Inspection-Approved 03/22/2024 03/21/2024 BUILDING Completed BG 12/21/2023 Inspection AM requested. 12/26/2023 12/26/2023 BUILDING Approved 12/06/2023 Inspection as close to Sam as possible. 12/07/2023 12/07/2023 BUILDING Partial Approval Electrical inspection 11/06/2023 Inspection required,Finish all framing 11/07/2023 11/07/2023 BUILDING Not Completed including egress windows 10/16/2023 Inspection Reinspection 10/17/2023 10/17/2023 BUILDING Approved Floor framing approved FOUNDATION/SLAB 10/12/2023 R0B3. only,no foundation ready 10/13/2023 10/13/2023 BUILDING Approved for inspection Plan Reviews Date Review Type Description Assigned To Review Status RESIDENTIAL Approved with 05/05/2023 ALTERATION Approved with minor red-line on sheet#4 BUILDING Conditions 04/12/2023 RESIDENTIAL No land use concerns. PLANNING Approved ALTERATION 04/12/2023 RESIDENTIAL No comments,LT&KS PW-ADMIN-GIS Approved ALTERATION RESIDENTIAL No Comment 04/12/2023 ALTERATION PW-SEW-REV Received RESIDENTIAL No Comment 04/12/2023 ALTERATION PW-WAT-REV Received Fees Fee Description Notes Amount Processing/Technology $25.00 Building Permit Table 4-1 $738.64 Building Plan Review Table 4-2 $480.12 Total $1,243.76 Attached Letters Date Letter Description 06/22/2023 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/27/2023 Therese Mambo 105 Raelynn Jones $1,243.76 Outstanding Balance $0.00 Notes Date Note Created By: 06/23/2023 Homeowner is acting as the contractor. Kristin Foster 06/23/2023 Emailed that the permit is ready for issuance pending payment. Kristin Foster 06/22/2023 Checked fees based on 35,000 valuation Kristin Foster 06/22/2023 Emailed contractor for license information. Kristin Foster 05/05/2023 Revisions received Ameresia Lawlis 04/24/2023 Review comments sent Ameresia Lawlis 04/12/2023 Double check fees Ameresia Lawlis 04/12/2023 Verify contractor Ameresia Lawlis Uploaded Files Date File Name 06/26/2023 15883470-20230626 BLD5298 IssuedPermit.pdf 05/05/2023 15320430-20230505 BLD5298 Plans.pdf 05/05/2023 15320429-20230505 BLD5298 ReviewComments.pdf 04/12/2023 15025347-20230410 5298 Plan.pdf 04/12/2023 15025348-20230410 5298 Prescriptive Worksheet.pdf 04/12/2023 15025349-20230410 5298 ResBldgApp.pdf 04/12/2023 15025350-20230410 5298 Glazing Schedule.pdf 04/12/2023 15025351-20230410 5298 Heating System Sizing Worksheet.pdf Date: 06/09/2026 Permit#: 5298 Permit Date: 04/12/2023 Review Date: 05/05/2023 Permit Type: RESIDENTIAL ALTERATION Review Type: RESIDENTIAL ALTERATION Target Date: 06/02/2023 Scheduled Time: 00:00 Completed Date: 06/21/2023 Description: Approved with minor red-line on sheet#4 Review Status: Approved with Conditions Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.5 Notes 04/24/2023 Kevin: See review comments 05/05/2023 revisions received Property Information Parcel#: 00955700001400 MAMBO THERESE M\TEGEJO DJENNY MARUHE MAMBO THERESE M\TEGEJO DJENNY MARUHE 923 112TH ST SW UNIT G232 19010 46TH AVE NE EVERETT, WA 98204 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: Uploaded Files Date File Name Uploaded By 04/24/2023 15142806-20230424 5298 ReviewCommentTipSheet.pdf Ameresia Lawlis 04/24/2023 15142777-20230424 5298 ReviewComments.docx Ameresia Lawlis Date: 06/09/2026 Permit#: 5298 Permit Date: 04/12/2023 Review Date: 04/12/2023 Permit Type: RESIDENTIAL ALTERATION Review Type: RESIDENTIAL ALTERATION Target Date: 05/10/2023 Scheduled Time: 00:00 Completed Date: 04/19/2023 Description: No land use concerns. Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes Pending Amy's Review: *They are proposing the garage doors stay - Is this an issue from a LU/Design perspective? 04/18/2023 Matches Zoning Verification(BLD-5176). No Zoning Permit required- Existing AFH (3)parking spaces required for(6) bedroom (27 wide req. - Current driveway=28') 04/19/2023 Garage doors are required to stay so the facade (look) of the house does not change because of the Adult Family Home. Property Information Parcel#: 00955700001400 MAMBO THERESE M\TEGEJO DJENNY MARUHE MAMBO THERESE M\TEGEJO DJENNY MARUHE 923 112TH ST SW UNIT G232 19010 46TH AVE NE EVERETT,WA 98204 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: