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2013, 03-01 Permit App: BLD-2013-0321 ResidenceSp®kan e 4$Va11ey` • Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcentert°lsaoka neva I lev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ® NEW CONSTRUCTION ❑ DECK SITE ADDRESS: 38// S, El ADDITION/REMODEL ❑ ACCESSORY BUILDING ❑ OTHER ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: / C XA)CC7t,U 710 n16-3 L0n16-3 /0oc ADDRESS: Se �LQK/ CITY: STATE: PHONE: FAX: CONTACT NAME: PHONE: FAX: CONTRACTOR NAME: L£X /I -)G /0 717/ 4146- ZO13-03Z/ rro)ect f r1 r' n r'!\ 11 . aLI 1../ ZIP: MAP 0 1 2013 (`C\/ DFDMIT rrAITCD • Unfinished Basement SQ FT: 1 `-f- Li- SUB u rCELC: u I I.rn I sr MAILING ADDRESS: P. 6. )(, ,/t//7rn CITY: l c_t_g.y STATE: ZIP: c3cr&/4-P PHONE: (564:3')er-Q-,s79 CONTRACTOR LICENSE NO.: FAX (cceje /2'ace CELL: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: ! Dimensions:55SC 5$ No. of Stories: Total Habitable Space: r: Main Floor SQ Fr:/(04#6 SCO i6O Upper Floor SQ FT: Unfinished Basement SQ FT: 1 `-f- Li- Finished Basement SQ FT: 1172. Garage SQ FT: C7/ Deck/Covered Patio SQ Fr: 7> Impervious Surface Area: 3356 30% Slopes on Property: No. of Bedrooms: 3 Construction Type: C Heat Source: FA C Sewer on Septic: TOTAL COST OF PROJECT: $ 150, GOO DISCLAIMER The permitted venfies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved before this application can be processed. Effective October 28, 2007 Page 1 of 2 P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc Signature s Date: Method of payment: ❑ Cash Bankcard #: ❑ Check ❑ Visa EXP: ❑ Mastercard VIN#: Authorized Signature: • Effective October 28, 2007 Page 2 of 2 P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc LEXINGTON HOMES PO BOX 141749 SPOKANE, WA 99214 Phone: (509) 924-1519 Fax: (509)892-1208 3 SCALE: 1" = 20' • • 65.00' 0 m -D n 65.00' 500°15'25"W McDonald Lane 3811 S McDonald Ln Parcel #: 45345.3505 Block 3 / Lot 5 Pine Rock Ridge 3rd Addition PUD 8,060 Sqft CLIENT: ADDRESS: 3811 S. McDONALD LANE PLATT INFO: Parcel # 45345 3505 Block 3/Lot 5 Pine Rock Ridge 3rd Addition PUD 8060 Sqft BUILDER INFO: LEXINGTOW-HOMES POI..B4O 1,14b 7'491 (509),924-151,9 FOUNDATION NOTES' SRI FND. WALL- TO BE 8' THICK ON 16' X 8' FOOTING REINFORCE WALL WITH #4 REBAR VERTICLES AT 24' 0 C AND #4 REBAR HORIZONTALS AT 24' 0 C SR l 41-t FND WAI L; TO BE 8" THICK ON 12' X 8" FOOTING REINFORCE WALL WITH #4 REBAR VERTICLES AT24' O C AND #4 REBAR HORIZONTALS AT 24" 0 C 4f/ of less FNO WALL), TO BE 6" THICK ON 12" X 6' FOOTING REINFORCE WALL WITH #4 REBAR VERTICLES AT48"O C AND #4 REBAR HORIZONTALS 24" 0 C FOOTINGS TO BE REINFORCED WITH #4 REBAR (2) HORIZONTAL BARS CONTINUOUS THROUGHOUT RADON SYSTEM: DESIGNED SYSTEM WITH VENT PIPE INSTALLED BENEATH SLAB CONTINUOUSLY OPERATING FAN GENERAL NOTES: PLATEHEIGHT 8' - EXACT HEIGHT TO BE VERIFIED AFTER BASEMENT SLAB POUR gun Il L; VERIFY *OF MUDSILLS AFTER BASEMENT SLAB POUR DOR HEIGHL82' UNLESS OTHERWISE NOTES JRIMMFRS' DOUBLE TRIMMER REQUIRED AT ANT OPENING 3 OR MORE IN WIDTH GABLE ENDS EXCLUDED FRAMED WALLS FRAME ALL WALLS AS PLAN INDICATES EXCEPTION DO NOT FRAME FND PURR WALLS IN UNFINISHED AREAS FURP WALLS TO BE FRAMED 5 I/2' OFF OF END WALL 1/2" X 10" ANCHOR BOLTS MIN. 6' 0 C WITH 2" SO WASHERS MIN EMBEDMENT TO BE 7' HEADER SCHEDULE BASEMENT LEVEL O3 118 X9 GIB 24-FV4 1/16 HOD UP:GAME OB 1118 X9' OLE 24-FV4118 552.81p: 58/.2 © (2) 2X10 28,G 1/14 Han UP Pure: OBea ms in Floor - See Fluor Layout Project # M110'2,01*107i3i RECEIVED MAR 0 1 2013 CSV PERMIT CENTER SUB #t REV #I LINTEL PER ENGINEERING SPECS 2x6 PT MUDSILL OVER 6" SILL SEAL =!p of II II 2X0 PT LINER I! IF CONC BUCK -OUT TO II iv II BE OVERSIZED 3" OF II ✓ WINDOW RO (2X6 - II LINER IF 2X6 WALL II v v11 PR II v II II v v v p II 119 9 v I v ✓ II v v v v v II v II v v v v II BASEMENT SLAB - TO BE POURED 2" OVER FOOTING 1/2" X 10" ANCHOR BOLTS 6' 0 C. MIN EMBEDMENT OF 7" 2X6 PT MUDSILL 6" SILL SEAL (2) NO 4 GRADE 60 REBARS HORIZONTAL REINFORCEMENT IN TOP OF FOUNDATION WALL TYPICAL AT ALL HOUSE FND WALLS 4" CONCRETE SLAB POUR 2" ABOVE FOOTING 6 MIL POLY VAPOR BARRIER BETWEEN SLAB AND BASE COURSE (21 HORIZONTAL REBARS AT TOP AND BOTTOM OF WINDOW (2) VERTICAL REBARS AT EACH SIDE OF WINDOW 2" X 2" SQUARE, CORROSION RESISTANT WASHER GRADE TO BE 6" BELOW TOP OF CONCRETE WALL 4" BASE COURSE (PEA GRAVEL) S SLOPE GRADE AWAY FROM STRUCTURE MIN OF 6" FALL IN 10' DAMPROOFING SPRAY ON MEMBRANE ATALL HOUSE FOUNDATION WALLS BELOW GRADE NO 4 GRADE 60 REBAR VERTICAL REINFORCEMENT 24" O.C. - TYPICAL ATALL FOUNDATION WALLS ABOVE 4' IN HEIGHT TO EXTEND INTO FOOTINGS 12" X 6" FOOTING. TYPICAL AT ALL FOUNDATION WALLS 8' OR LESS IN HEIGHT II /- r II II is ------------ F' FOOMG LEVERED -1 0-7 1/4 II ru- '1' II 82_41 y BEDROOM #3 (UNFINISHED) N 9A v2 y 1 — — 2..1Ja.< 1 >r 1 BATH (UNFINISHED REC. ROOM 8' CEILING /UN FIN15 H E0) 1n BEDROOM#4 (UNFINISHED) �{c5-_ __ J I i -9 rdLO,o-e� - - f lbo,c.e�l 5525: 3-51/2' MECH (UNFINISHED) 5-088-3 EANOPIG (z -e sa)8-8 DRAIN 41 FLOO p 3a-0' BELOW G., Lie UNEXCAVATED GARAGE SLAB ABOVE COMPACT FILL ATOVEPDIG PLATE 11411 FOUNOA11CAN WALL TO REAC1195" 0./.1"E ckl. GARAGE DOORS LONG PORCH ABOVE I0 FOUNDATION FUPR SIGN ME. AtID BAMADOIM STORAGE UNFINISHED) Ea -1- / 10- 25 OBASEMENT SCALE 1/8" = 11-0" U) w L2 r�0 _.'P.V.. 2 r - EX OzL 0, X' N Q Z Qrn co W O m J CL PLAN INFO: PLAN NAME Cashmere II MAIN FLOOR: 1640 SF SECOND FLOOR 0 SF BASEMENT TOTAL 1606 SF BASEMENT FIN 112 SF BASEMENT UNFIN 1494 SF GARAGE. 691 SF PLATT INFO: Parcel # 45345.3505 Block 3/Lot5 Pine Rock Ridge 3rd Addition PUD 8060 Sgll ADDRESS: 3811 S. McDONALD LANE 01 BASEMENT 34 V HEADER SCHEDULE MAIN LEVEL O 1 Mr X 10112"GLB I/19' AM wz/a FAME © 3 Ur 49' GLB 24FV4 I1110.4AP0470F44t © 31/0'X A GL024FV41114' E111, PM ABOVE PIA1ES O (2) 2X10 OF 20022/14' Q (21016 280 OF 218' O12) 2X10 DF 255 2/12 © 31/0" X 9' GLB 24FV4 Ill1' O 0 FASTEN TOP PLATE TO HEAPED WITH IWO ROWS OF 16d SINKER NAILS AT r 0 C TYP 1000 LB STRAPS OPPOSITE SHE/MING FASTEN SHEATHING TO HEADER WITH 80 COMMON OR GALVANIZEDEOX NAILS IN 1' GRID PATTERN AS SHOWN AND r 0 C IN ALL FRAMING (STUDS BLOCKING AND SILLS) TYP PANEL EDGE SHALL BE BLOC) ED. AND OCCUE WITHIN 24" OF MID -HEIGHT ONE ROW OF TYP SHEATHING -TO - FRAMING NAILING IS REQUIRED IF 2X4 BLOCKING IS USED THE 2X4'5 MUST BE NAILED TOGETHER WITH 3 I6d SINKERS IN WIDTH =166 FOP ONE STOPY STRUCURES IN WIDTH =24' USE IN THE FIRST OF TWO STORY STRUCTURES IN 254 FRAMING 318' MIN THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN 4200 LE TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R 602106 2 SHEATHING FILLER IF NEEDED (OPPOSITE SIDE OF STRUCTURAL SHEATHING) I SD SINKERS 2 -ROWS 12 3'OC 12' OSB SHEATHING 164NA)L AT 12 IN OC Id NAIL ATEIN OC (ALL PANEL EDGES) 8d NAIL AT 12 IN O C ON ALL FRAMING MEMBERS NOT AT PANEL EDGES • ORIENTATION OF STUD MAY VARY GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 7 WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE R02 3(11 CORNER DETAIL 2 5 b3Ir N r PAT 0 IIAII =°oo 82 HP RP 2 DINING Vaulted Pit WALL E OW FLOC. JOIST l 1/4 T-21/4 hO HT Pa f TUP MASTER BEDROOM -11(8 CEILING 6a J 22 1/ m GREAT ROOM VAULTED BEDROOM #2 8'-1 118 CEILING 60.6-8 L 664 PS KITCHEN vaned GREAT R Was PENI G 8E6- BATH MASTER BATH 7181 1/ /1•0111444 nSER.;p'x. SUFPCPNO 7-0 L. 2 WALK-IN CLOSET PS k } LAUNERV 8-116 CEILI G 1 6 Abs FOYER �, yIT-.p VAULTED WN /rrili / k m UTE DEN 8-1 Il8 CEILING E6A DO ONIrr PFT P A AP 2.9- CS VV5P -6 4-m OE pa • • CP HE GARAGE UNE OF OVE:PIE, \°- AP PC.6 FP 1614-2 .2PAIDgyn l5 16 iP l / OMAIN FLOOR SCALE: 1/8" = 1-0" w r z ▪ O 7,: • (2 O`er Z m a) wO° maLe- PLAN INFO: PLAN NAME Cashmere II MAIN FLOOR: 1640 SF SECOND FLOOR 0 SF BASEMENT TOTAL. 1606 SF BASEMENT FIN: 112 SF BASEMENT UNFIN 1494 SF GARAGE: 691 SF PLATT INFO: Parcel 45345.3505 Bloch 3/Lot 5 Pine Rock Ridge 3rd Addition PUD 8060 Safi LLI ADDRESS: 3811 S. McDONALD LANE 02 MAIN FLOOR OROOF SCALE: 1/8" = 1'-0" irc PLAN INFO: PLAN NAME: Cashmere 11 MAIN FLOOR. 1640 SF SECOND FLOOR 0 SF BASEMENT TOTAL: 1606 SF BASEMENT FIN 112 SF BASEMENT UNFIN. 1494 SF GARAGE 691 SF PLATT INFO: Parcel# 45345.3505 Block 3/Lot 5 Pine Rock Ridge 3rd Addition PUD 8060 Sqft W 0 ADDRESS: 3811 S. McDONALD LANE 03 ROOF 0 +8'-1 1/8' 2 ROOF +0° 1 MAIN FLOOR +8'-1 1/8" 2 ROOF FRONT ELEVATION SCALE' 1/8" = 1'-0" +8'-1 1/B" 2 ROOF 1 MAIN FLOOR 6r- +8'-1 1/B” 2 ROOF -1 BASEMENT REAR ELEVATI N Wood Steps to J Paco 1 MAIN FLOOR -1 BASEMENT cn w O 0 o;. W •cre) .Z u Et O v:�'. r W0 xrn Z O Ea • w 0° 0p _J a_ 'L.) PLAN INFO: PLAN NAME: Cashmere II MAIN FLOOR 1640 SF SECOND FLOOR 0 SF BASEMENT TOTAL: 1606 SF BASEMENT FIN 112 SF BASEMENT UNFIN 1494 SF GARAGE. 691 SF PLATT INFO: Parcel # 45345 3505 Block 3/Lot 5 Pine Rock Ridge 3rd Addition PUD 8060 Sqft W J U ADDRESS: 3811 S. McDONALD LANE 04 FRONT/REAR ELEVATION +8'-1 118" 2 ROOF 1 MAIN FLOOR d il Soo I3 + 8'-1 1/8' 2 ROOF . 0' BASEMENT 1 MAIN FLOOR OLEFT ELEVATION SCALE' 118" = 1'-0" i8'-1 118" 2 ROOF 1 MAIN FLOOR -1 BASEMENT -1 BASEMENT +8'-1 I/O' 2 ROOF 1 MAIN FLOOR ORIGHT ELEVATION SCALE: 1/8" = 1'-0" -1 BASEMENT PLAN INFO: PLAN NAME Cashmere II MAIN FLOOR: 1640 SF SECOND FLOOR 0 SF BASEMENT TOTAL 1606 SF BASEMENT FIN: 112 SF BASEMENT UNFIN: 1494 SF GARAGE: 691 SF PLAIT INFO: Parcel# 453453505 Block 3/Lot 5 Pine Rock Ridge 3rd Addition PUO 0060 Sqft W J U ADDRESS: W Z 3811 S. McDONALD L 05 LEFT/RIGHT ELEVATION 'Pd AT RIDGE OR IN CANS, PROVIDE MIN 11300 SF ROOF VENTILATION ICE DAM PROTECTION MIN OF #40 FELT FROM EDGE OF EAVE TO A POINT ON ROOF 2' INSIDE EXTERIOR WALL 4X4 SUB-FASCIAAND SOUARRED SOFFIT — 1/:' X 6' LP FASCIA 12' Y 12" LP SOFFIT WITH 6".X16" CUT -IN SOFFIT VENTS TO PROVIDE 11300 SF VENTILATION OR 12- PRE -VENTED FIBER CEMENT SOFFIT ADHESIVE WEATHER WRAP AT ALL DOORS AND WINDOWS 514 STOCK TRIM AT WINDOWS AND DOORS, ALL SIDES BUTT SIDING TO AND CAULK JOINT IF FIBER CEMENT FIBER CEMENT LAP SIDING OR VINYL SIDING 2- REVEAL WEATHERWRAPATALL EXTERIOR WALLS I2' OSB EXTERIOR WALL SHEETING EXTERIOR SHEETING TO LAP RIM JOIST DO NOT HINGE SHEETING AT SILL PLATE OF WALL I"X JOIST DEPTH RIM JOIST TOP OF FOUNDATION WALL TO BE A MIN OF 4" ABOVE FINISHED GRADE PROVIDE A MINIMUM OF 6' FALL IN THE 10 OF GRADE AWAY FROM THE STRUCTURE BACKFILL FREE OF DEBRIS AND ORGANIC MATERIAL ur OSB ROOF SHEETING WITH MIN C15 FELT Q PLY CLIPS BETWEEN SHEETS MANUFACTURED TRUSSES 24" 0 C SEE TRUSS LAYOUT FOR SPECS ATTIC SPACE TO BE INSULATED WITH RIB BATT OR R38 BLOWN -IN INSULATION VV/GLAZING 01D. 12% OP BELOW OTHERWISE R38 BATT OR R-49/1336 ADVANCED BLOW-IN A' GYPSUM BOARD TYP MALL HOUSE CEILINGS SPRAT -ON DAMPROOFING MEMBRANE ATALL FOUNDATION WALLS ENCLOSING BASEMENT OR CRAVULSPACE FROM TOP OF FOOTING TO GRADE SEE NOTES FOR REBAP REINFORCEMENT REQUIREMENTS PER WALL HEIGHT TOP OF ALL EXTEROIR FOOTINGS TO BE AMIN OF 24' BELOW GRADE FOR FROST PROTECTION SEE NOTES FOR REBAR REINFORCEMENT REQUIREMENTS PEP HEIGHT OF FND WALLABOVE SEE NOTES FOR FOOTING WIDTH AND DEPTH PEP HEIGHT OF FND WALLABOVE 7 ALL FOOTINGS TO BE SUPPORTED ON UNDISTURBED NATIVE SOIL OR COMPACTED — FILL FREE OF DEBRIS AND ORGANIC MATERIAL 0 SCALE: 1/8" = 11-0" DOUBLE 'X6 TOP PLATE WRAP SIDES AND TOP OF WIIJCOW OPENING WITH GYPSUM BOARD 1O' WOOD SILL WITH APRON TYP AT ALL MAIN FLOOR W NDOWS SILLS BELOW 60' 112- GYPSUM BOARD WITH VAPOR BARRIER 2X6 WALL WITH P21 INSULATION AT ALL EXTERIOR HOUSE WALLS BASE AS SELECTED 14' SUBLFLOOR CHEATING ENGINEERED I -JOISTS SEE JOIST LAYOUT FOR SPECS X6 PRESSURE TREATED MUDSILL 6' FOAM SILL SEAL BETWEEN MUDSILL AND TOP OF FOUNDATION WALL SEE NOTES FOR TOP OF WALL HORIZONTAL REBAR REINFORCEMENT REQUIREMENTS PER HEIGHT OF WALL 10'x 10' ANCHOR BOLTS WITH 2'Q" SO CORROSION RESISTANT WASHERS 6'0 C ATALL FND WALLS 2X4 FURR WALL FRAMED 5112 FROM FOUNDATION WALL IN FINISHED BASEMENT AREAS ONLY R21 INSULATION DRAPE AT ALL FND WALLS FOR UNFINISHED BASEMENT ' CONCRETE SLAB POUR APPPDX 1/2'- 2 -ABOVE FOOTING 6 MIL POLY VAPOR BARRIER BETWEEN BASEMENT SLAB AND GRAVEL FILL DESIGNED RADON MITIGATION SYSTEM INSTALLED BENEATH SLAB 4' GRAVEL FILL BENEATH BASEMENT SLAB npR-ouin INSULATE IF ,I,E4 IS FIIISHED 6 1 U=,E.@24 SMF GLUE d SCREW F IPS-,E,e2C0C D BATHICIA,1 1 A I J ,i I I I BEDROO I 0 SCALE. 1/8" = 11-0" MAIN FLOOR CEILING BASEMENT 551.6. BASEMENT FLOOR 1 MFG TRUSSEE OC Moll11 [LOOP CEILING MPHI BASEMENT CEILING BASEMENT 1.- 9uIIlilllli1inl 7:11 ❑D 0 SCALE: 1/8 = 1'-0 GARAGE uJ LLO th-. Z _i T ti« Z .t U) EI v•r Q O' 0° Z m rn W O m J El PLAN INFO: PLAN NAME: Cashmere II MAIN FLOOR. 1640 SF SECOND FLOOR: 0 SF BASEMENT TOTAL 1606 SF BASEMENT FIN. 112 SF BASEMENT UNFIN 1494 SF GARAGE: 691 SF PLATT INFO: Parcel # 45345 3505 Block 3/Lot 5 Pine Rock Ridge 3rd Addition PUD 8060 Sgft W U ADDRESS: 3811 S. McDONALD LANE 07 SECTIONS