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2007, 01-08 Permit App 06004985 Residence, Garage, ApproachProject Number: 06004982 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW SFR W/2CAR GARAGE Setbacks: Front 30 Left: 5 Right: 23 Rear: 62 Site Information: Plat Key: Contact: Address: C -S -Z: Date: 01/08/2007 Page 1 of 4 HARLEY DOUGLASS 8510 N CRESTLINE SPOKANE WA 99217 Phone: (509) 487-9792 Group Name: Project Name: Name: Range District: East Parcel Number: 46353.5216 Block: SiteAddress: 14216 E CROWN AVE Location:: CSV Zoning: UR-3.5 Water District: Area: .00 Acres Nbr of Bldgs: 0 Urban Residential 3.5 Width: 0 Nbr of Dwellings: 0 Lot: Owner: Name: DOUGLASS, HARLEY C INC Address: 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Flood Plain Released By: NON -REGULATED ZONE B Originally Released: Building Plan Review 01/08/2007 By: mturbak Released By: Originally Released: Driveway/Approach 12/27/2006 By: TMELBOU Released By: Originally Released: Landuse/Zoning/HE Conditions 12/28/2006 By: JDAVIS Released By: Operator: JD Originally Released: Printed By: MT 01/08/2007 By: kkendall Print Date: 01/08/2007 Project Number: 06004982 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Date: 01/08/2007 Page 2 of 4 Released By: 06001760 Permits: --_ Originally Released: 12/28/2006 By: JDAVIS Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Item Description Approach Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 Units Unit Desc APPROACH-CONST IN ROW 1 NUMBER OF Permit Total Fees: Building Permit Fee Amount $50.00 $50.00 Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A Phone: (509) 487-9792 SPOKANE, WA 99217 This Application: Total Project: Description Gar Type Notes So Ft Valuation Se Ft Valuation 1&2FAMILY R-3 VB 1ST FLR 1,605 $138,623.85 1,605 $138,623.85 BASEMENT U R-3 VB 1,593 $23,895.00 1,593 $23,895.00 COV DECK R-3 VB 44 $660.00 44 $660.00 GARAGE U-1 VB 675 $12,825.00 675 $12,825.00 ATTACHED Totals: 3,917 $176,003.85 3,917 $176,003.85 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,424.95 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $569.98 Permit Total Fees: $1,999.43 Operator: JD Printed By: MT Print Date: 01/08/2007 Project Number: 06004982 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS GAS LOG OR GAS INSERT Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Item Description TOILETSBIDETS SINKS SHOWERS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS MISCELLANEOUS FIXTURES Mechanical Permit Units 1 1 1 3 3 1 Date: 01/08/2007 Page 3 of 4 Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 Unit Desc Fee Amount NUMBER OF $10.00 NUMBER OF $10.00 NUMBER OF $12.00 # OF UNITS $3.00 NUMBER OF $30.00 NUMBER OF $10.00 Permit Total Fees: Plumbing Permit $75.00 Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 Units Unit Desc 2 NUMBER OF 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: JD Printed By: MT Fee Amount $12.00 $18.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 Permit Total Fees: $72.00 Print Date: 01/08/2007 Project Number: 06004982 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: I Payment Summary Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Fee Amount $50.00 $1,999.43 $75.00 $72.00 Invoice Amount $50.00 $1,999.43 $75.00 $72.00 Amount Paid Date: 01/08/2007 Amount Owino $0.00 $50.00 $0.00 $1,999.43 $0.00 $75.00 $0.00 $72.00 $2,196.43 $2,196.43 $0.00 $2,196.43 Page 4 of 4 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or Local laws or ordinances. Signature: Operator: JD Printed By: MT Print Date: 01/08/2007 Project Number: 06004982 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW SFR W/2CAR GARAGE Date: 12/28/2006 Page 1 of 3 Setbacks: Front 30 Left: 5 Right: 23 Rear: 62 Site Information: Plat Key: Name: Range Contact: HARLEY DOUGLASS Address: 8510 N CRESTLINE C - S - Z: SPOKANE WA 99217 Phone: (509) 487-9792 Group Name: Project Name: District: East Parcel Number: 46353.52'16 Block: SiteAddress: 1421,6 E CROWN AVE Location:: CSV Zoning: UR-3.5 Urban Residential 3.5 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: - Lot: 1 `Q Owner: Name: DOUGLASS, HARLEY C INC Address: 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Originally Released: 12/28/2006 By: JDAVI Landuse/Zoning/HE Conditions Sewer Review Permits: Released By: Originally Released: 12/28/2006 By: JDAVIS Operator: JD Printed By: JD Print Date: 12/28/2006 Permit Center • S�1Qkane 11707E Sprague J4Ltce; suite 106 • T Spokane Valley, W 96; �j D �S. D v '92'0(509)688-0036 FAX;-(509)688:0037 Community Development www.spokanevalley.org Residential Construction Permit Application DEC. 2 7 2006 PERMIT NUMBER: PERMIT FEE: ® New Construction 0 Addition/Remodel ❑ Other ❑ Accessory Bldg [] Deck SITE ADDRESS I `7 ` I ASSESSORS PARCEL NO: q (2?3 5 Z) LEGAL DESCRIPTION: Building OWhet: ; „r Name: da.,t5 C Dot a Titc , t�ss Address: gS) 0 N tom' -e 5,/-fI nz. City: �p ,kQcotA State: ldA Zipqqa-t1 Phone: 509 _ q s 7 - 9 79Z Fax: 5 09-,167-/5go Contact Person Name: Alrifi 6 oust Fa ss Phone: 5b9 - 14-7- 971z w ill..r. �4_.u,u✓ra.,r., ru L4.udl:,. Describe the scope of work in detail: 1�1k.3 Lot 1c,o Cdhtrttf tiiii •iFl •r A.�r LI-IVlm 4.G 11 rxxNlLyrl L.r..J .xl Ild r �,. ',11 rr rl,r ... r., n n. r ..I ..r .r II . ..r.r. .n ...- .Ir r.x ..r Name:rifeLr It C .i (ass /rtrc . Address: $510 N C 'es-1 t ►t-L City: 8 kt State: Lckv Zip.gga (7 Phone:_g87 979Z Fax:5-09...y(57-179Z Contractor Lic No: f-IARLEet 110 / p Date: h'.13 t City Business Lic. No: Cost of Project: $ — **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO3sPF�AK: DIM ci X i , t ((tea 7 # OF STORIES: r TOTAL HABITABLE SPACE: te` G— 3//r MAIN FLOOR T-O/SQ. . FTG: I �-gl{/ t'�_sr 2ND FLOOR SQ. FTG: J / 7r UNFIN BASEMENT SQ. FTG: i, /an•r!is-- s IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE Q, FIG: ea'ECK/COV. -60 �Pr SQ. FTG: �/' 30% SLOPES ON PROPERTY: # OF BED S OMS: CQc 1d.g40)ta..1 TYPE: HEAT SOURCE: S SE1A/B ER SEPTIC? '' The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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 perrriission 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) This 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. Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 ❑ Mastercard Expires: Date I ❑ VISA VIN#: !/ PERMIT NUMBER: PERMIT FEE: Bullding OrYheY i' -,:�n� ulilil rr �Gi , r r.: l Name: I permit Center IIC 11707 B Sprague Ave, Suite 106 ey Spokane Valley, WA 99206 Community D���cvlllel10 mrnt ty P (509)688-0036 FAX: (509)688-0037 www,sookanevallev.ma PERMIT NUMBER: PERMIT FEE: Bullding OrYheY i' -,:�n� ulilil rr �Gi , r r.: l Name: I r 55 J;Lc, phone:30`?� 7'9792 Fax: SD9-19 SBO Address: 8510 e ;� aty: �p State: (,JA Zip: 99a1 CdnlrActbt p q! Ir pp �' �P4A lfp,ei�wrv�� flr1 li�bJ iii�7lil �)ni���a� 2elaJ tJ��4:mlliG�ii ��uh�idi�i�4Ni 11���ub�6�u NII�4I�G IIre N��w �JI8I111iUluli.'i�IG1�4a�1 t4h �4J dll'uii dell„1i1i�ilw'f J�Il�l Name. m i1t l Fax: 509-533-032 Address: Po BK AcIA4Cdy:. State: COA Zip: 972.24 License No: ��..1 F1 #S 050 8 T City BIluIg�Ine99 Lir. Concoct ii ° o'IQ I ” i.; ip I i� ii'0111 ip 1 onq i i Ir .. i�, i i 4 i it til I it � _ I I � �,in J �,ll Id In Upd, �,:: 1J IF Ila. IIV.I� Name m Ger VI H t Idlll Phone:. RV MVVRILDV .II VIVHI VKL': REVISED 8/E6105 _ua Permit Center S jOkaP a 11707 E Sprague Ave, Suite 106 ,yyir'i. ValleY Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development wwwstokanevallev.otg Plumbing Per►t/ttApplicntion. __,__ ❑ Cumpderriul_,_-®Residential,_, SITE ADDRESS: 14 i I b . (v Q &4 PERMIT NUMBER: PERMIT FEE: Building Owner i' gri Id' Name: /4d.r2ttC 4 )eas ss JLkc. Phonc.504-421-979a Fax: 's0_4g7-/Sat Address: S5ro N ere SI'll _ r V, iva. City',Seeit ' - • State: toA Zip: 99a t 7 Cohtigetdt ii Name: GbIi SS /' ecka.hlCsr.Q Phone: cb $ 55-5,gq Fax: $p4-53r-73S7 �I Address: 5-52y e- Boa ne. City: gOp 1RtthR State: wA Zip: 99a4Q License No: (:)Lb S M 290 c4- • City Business Lie: Contact ;...,. .'.:.. Name: Phont DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS a X $6.00 = 47• 0 O 2 URINALS X $6.00 = 3 TUBS s.00b 4 SHOWERS (PER TRAP) BATH. STALL, ON -SITE BUILT 4--1 X $6.00 = leZn4O (p c i 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT Z �J X $6.00 = / g r OD 6 DISHWASHER 1 X $6.00 = ((0 , 0 D 7 CLOTHES WASHER / X $6.00 = 6>.00 8 GARBAGE DISPOSAL X $6.00 = % -O D 9 WATER SOFTENER X $0.00 = ref 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE 1 X $6.00 = Ip r 0 D 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS, DRINKING X $6.00 = 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 = �---... 15 SEWAGE EJECTOR GRINDER. SUMP PUMP X $6.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, ' STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 = 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS (per Dugan NITROUS OXYGEN X $6.00 = �— 20 MISCELLANEOUS PLUMBING FIXTURE //'� 4-inkier . ( X $6.00 = 6 •0 O 21 PRIVATE SEWAGE DISPOSAL/SYS 7 X 520.00 - - '�� 22 INDUSTRIAL WASTE INTERCEPTOR X 615.00 = '�- METHOD OF PAYMENT: DCASH ❑ CHECK 0 VISA ❑ MC Card# SUBTOTAL $ 72. Co EXPIRES: PROCESSING FEE $35.00 VIN: TOTAL PERMIT FEE DUE: ,# J� / / 3 . 00 AUTHORIZED SIGNATURE: REVISED 8R6/05 7 • .0000Valley Community Development Petinit Cetiter 11707 E Sptagtle Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokatievalle y.org Approach Pettit Application PERMIT NUMBER: PERMIT FEE: PROJECT ADDRESS ( 1 L. ) L START DATE C!?.�.��... ANTICIPATED COMPLETION DATE • Q,Q,a�S•��� Building Owner: Name: /4arlt� C ��ti4145S, �nc. Address: g$ /0 N Cre s-l- t i nn - .. .... COtiitactok: • City: Spokane_ _ Phone: 5D9-�$'%-979�...._ Fax:Sb/-11g7- /5 c State: Oat, . _ Zip:99al7._ Contact Person +,1 Name: /-/ .rte t t k s Phone: $'pq_ Li$7_g772 ... •rr.�Jll:.inv.rl��rr... PROJECT DESCRIPTION (Provide site sketch) Residential Driveway Existing Curb & Gutter Culvert Installation Other Conditions rJ'.�i1Jlfi1.•rli Natxie: kiox (t C bo-Mass c. Address: SS/ 0 A) Cre S fit t rt City: ,rJokctrtt' Phone: n7-c/87-979 . State: (,JA Zip: 99a (7 Fax SDg-y87-lSe0 Contractor Lic No://4kted+D/o Asp Date: ea/31 City Business Lic. No: Commercial/Industrial Driveway Rutal Road Section Sidewalk Repair/Construction Bond/Insurance certification Must be on file, with the city. DISCLAIMER The petmittee verifies, acknowledges and agrees by their signahites that: 1) If this petinit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership bf•this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner of has permission to teptesent the property owrier in this ttansaction. 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) This City of Spokane Valley Pettnit is riot a pettnit of approval fot any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional infotniation may be required to be submitted; and subsequently approved before this application can be processed. Signature ,L< Date Mcthod of Payment ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: $xpitein Authorized Signature: VIN#: REVISED 3,9/06 EXPIRES 06/22/ PROPERTY LINE 14216 E. CROWN AVENUE LOT 16, BLOCK 3 HUNTER'S RUN 9.5' WIDE BORDER EASEMENT USKH Engineering . Land Surveying Planning r Materials Testing 1220 N. HOWARD ST. SPOKANE, WA 99201 PHONE (509) 320-3130 FAX (609) 920-0423 101 THAN ROAD IEWISTON, ID 83801 PHONE (TDB) 748-2601 FAX (208) 7466825 HARLEY C DOUGLASS INC. 8510 N. CRESTLINE SPOKANE, WA 99217 106 12:37PM TRS;PROFESSIONAL DESIGN S 50932 4587 p.2 LAS Technical Assistance Services' Garden Court Sanding, 222 W, Mule" Avenue. Solte 224, Spolume, WA 99201 (509) 325 4476 FAX (509) 325-4587 11/03/06 All Washington Jurisdictions (Zone 2) Project: Single Family Residence Total Area: 3257 sq.ft. Address: 1591 Rancher/ full basement Contractor/Pbone: Harley Douglass, Inc./ 487-9792 Heating Type: Gas Glazing Percentage: 6.6% PROJECT COMPLIES with TABLE 5-1/ TARGET' COMPONENT VALUES FOR GROUP R OCCUPANCY, 2004 Washington State Energy Code. L ALLOWABLE HEAT LOSS (Btu/h/dog.F) Glazing: 15'/• 3257 sq.ft.= 488.6 ® U .40 = 195.4 Doors: 40 sq.ft. © U .20 = 8.0 Ceiling (Attic): 1657 sq. ft.. R38 ®U ,031 = 51.4 Walls (1701 gross sq.ft.): 1172 sq.ft. R19 ® U .062 = 72.7 Floor: 11 sq.ft. R30 0 U .029 - .3 BG Walls (8' depth): 1451 sq.ft. R19 ® U .037 = 53.7 1871.f. BG slab ® .57 F-value 106.6 TOTAL UA ALLOWABLE = 488.1 J06 12;37PM TAg PROFESSIONAL DESIGN S 5093254587 P. 3 1591 Rancher/ full basement PROPOSED HEAT LOSS (Btu/h/deg.F) Glazing (6.6%): 173.5 sq.ft.vinyl ®U .50* - 86.8 42 sq.ft vinyl patio door ®U .50* = 21.0 Doors: 40 sq.& insul. panel ® U .17 = 6.8 Ceiling: 897 sq.ft. R38 6:12 STD truss ©7 U .029 = 26.0 760 sq.ft, R38 6:12/3;12 Scissor Truss @ U .031 = 23.6 Walls: 230 sq.ft. R19 dbl, wall/ or veneer ®. U .058 = 13.3 1215 sq.ft.R19 single Wall ®U .061 = 74.1 Floor 11 sq.ft. R30 ®11 .029 = .3 BG Walls (8' depth) : 1451 sq.ft, Rl l ®U ,054 = 78.4 1871.f. BG slab C .56 F-value = 104.7 • NFRC values TOTAL PROPOSED HEAT LOSS 434.8 Btu/h < 488.1 Btu/h — Project complies w/ Table 5.1 ALTERNATE: All above enbies the same except as noted below BO Walls: 480 sq.ft. no insulation ® U .193 601.f BO slab ® .46 F-value 1007 sq.ft, R19 ®U ,037. 127 Lf. BO' slab ® .56 F-value TOTAL PROPOSED HEAT LOSS 480.8 Btuth < 488.1 Btu/h —Project complies w/ Table 5.1 Technical Assistance Services = 434.8 = 92.6 27.6 = 35.9 72.4 = 480.8 Figure 4. Recommended construction details for APA portal frame bracing designietifthold-downs (For use details see Table 2 MAX 10' SINGLE PORTAL FRAME • • • • • • r • •1 • • • al • • • 1 • • • • r x I125" MIN. HEADER (BUILT-UP, SOUO SAWN, GLULAM, ETC) 6' TO ltr FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 160 SINKERS AT 7 0.C. TYP. 1000111 HEADER STRAP OPPOSITE SHEATHING AS SHOWN (SEE SECTION A -A) TYP. FASTEN SHEATHING TO HEADER WITH 80 COMMON •1 NAILS IN r GRID PAL i EHN AS SHOWN AND T 0.C_ •14TT-4-1. - ALL FRAMING (STUDS, AND SILLS) TYP. FOR FRAMES OVER 8`, PANEL SPLICE (IF NEEDED) SHALL • 1 71' • • OCCUR WITHIN 24OF MIO-HEiGHT.13LOCKING IS REQUIRED. IF 2X,_ BLOCKING IS USED THEN IT MUST BE STITCH NAILED wrrH ONE ROW OF 16D SINKERS AT r c.c. • 4200 U3 HOLD DOWN STRAP APPLIED OVER •‘• SHEATHING INSTALLED IN CONCRETE PER MANUFACTURERS INSTRUCTION Form TT-073 5/8" DIA. ANCHOR BOLT WITH T MIN. BABEDMIINT 8, 2" X 2 X 3/16' PLATE WASHER FRONT ELEVATION DOUBLE PORTAL. FRAME NOT TO SCALE -41. A SHEATHING FILLER IF NEEDED 160 SINKERS 2 ROWS 0) r 0.C. 3/8' N. THICKNESS IN000 STRUCTURAL PANEL 4200 LB HOLD DOWN STRAP APPLIED OVER SHEATHING 1000 LB HEADER STRAP SECTION A -A -- SIDE ELEVATION J.1 L 13 2005 7 120AN ..INITI ENGINEERING .426 JOHN FULG1N1TI PE SE __STRUCTURAL ENGINEER.. 4505 W NAVAHO • SPOKANE, WA , 99208 • (509) 467-7026 Harley C. Douglass, Inc. Home Builders 8510 N Crestllne Spokane, WA 99217 RE: Anchor Bolts July 13, 2005 Dear Harley: Braced wall fines on concrete foundation for residential projects are required to 1►0 anchored with I/' diameter anchor bolts at 6'•0" maximum spacing per IRC R4031.6. In my opinion you can use a Simpson LMA4 or LMA6 Mudsill Anchor as a direct replacement for the 'A" diameter anchor bolt. An anchor should be located not more than 4" to 12" from the end of a wall or plate splice. A minimum of 2 anchors should be used in any plate. The finish of the anchor should oleo compatible with the pressure treating. Please call if I can be of additional assistance. Sincereey, John Fulginiti ExpinThr p,2 City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2"maximum Nosing of crea 34"-38" Handrail Return ends to wall, or terminate at newel' post 34" — 38" 6' 8" minimum Intermediate rail spacing or pattern so that 4-inch sphere IIi'ti cannot pass through Triangular area formed by tread, - - 6 riser and guardrail so that 6 in �- sphere can not pass through REQUIRED WIDTH OF RUN -SHALL 0 EPROVIDED 1NTHrs LOCATION (SECTION 1003.3.3.B 2) S4- {033'b NOTE: NANORAILS NOT 5��440-re Ore SHOWN FOR CLARITY 6,1/44 REQUItED WIDTH OFRUNSHALL HEPROVIDED INTH1S LOCATION ECTION I003.3.3.F.1) NDTE:HANDRAILS NOT SHOWN FOR CLARITY STAIRWAY WIDTH LIMrTAT>ON: APPLIES TO R-3 OCCUPANCY (SECr1ON 1On333.t2 ANO PRIVATE STAIRWAYS IN R-1 OCCUPANCY ) PLAN VIEW WINDING STAIRWAY. SrTREAD WIDTH :GHTXRn$IANY )FSTAZILSSHALL ]THESMALLLEST THAN WI? LNCH >NiW3333) EO PLAN VIEW CIRCULAR STAIRWAY WALL 4 PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM914I1.104 RISE BETWEEN TREADS "111r7112- lall\r CENTER SUPPORT COLUMN LIMITATIONS: I. ONLY APPLIES TO RO OCCUPANCY AND PRIVATE STAIRWAYS IN R-1 OCCUPANCIES. 2. WAITED TO SERVING AS Ern - FOR 400 SOUARE FEET MAXIMLM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions Width (36" minimunw) Risc (4" minimum maximum) Run "Minimum) The greatest riser height within any flight of stairs shall not cxcccd the samli st by more than 3/8". Stair treads shall be of uniform sizc and shape, except the largest tread run within any flight of stairs shall not cxcccd the smallest Hanb morc than 3/8 inch. drails -1/41N .3/,t •' ,AA i 14 1 1 1 1 1 1 One required (two required if stair is open on sides) if there arc four or more risers. 1 Height (34" to 38 ° above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals, Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height at steps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL .: .:. :...... .:.:..:...L9:.,i yu.J:'MOIL-"'+.re• I !itiqq01r' HAN AIRS HANDRAIL WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH ' THE 'CONTINUOUS TERMINOLOGY W THE CODE - HANDRAIL CONTINUITY 1-1N' 7o S NOTACCEPTABLE NOT ACCEPTABLE rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy. ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- ' detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. SIMPSON UPLIFT STRAP 1,800 POUNDS ;�' 4lNlllll�lllll@111,IIIIIIIIUII' 1418011il. II YI I'll WIT 4IIIJIIIIIfdM ,iIH(IIIIIH.IIIIIIIFI� •�ifIIhV1111111NINNVVIIII °d • a dv. O. e , 4 TWO ANCHOR BOLTS INSTALLED IN ACCORDANCE WITH FIGURER403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS • 2' 8" 1\41 WIDTH 7/16" OSB SHEATHING 3/8" MIN. NAILED WITH Sd COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R602.3(1) AND BLOCKED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGES. BACK • CH STRAP WIT-1 A STUD RECOMMENDED HOLD IN 8" FROM EDGE OF BRACING PANEL - I(IJIIIII ' , J11110 1141M moo , 1W41111114111mi7111w111i1111711Ni041ftIIIII>T11lill II IIIIdI` . A•• - 0•n . 0'° . d•a •.°. .°d'a . .d•n .°d, • •e 'e . ° 0 •n d'a • d. ., p.p •.p.e O. 0O, ••°d•e •-°d•e •.°d•a ••°0•n .°d•°. IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE -FIFTH POINTS SIMPSON UPLIFT STRAP 3,0D0 POUNDS 1'4.1 •d•c .d•° .40, 0'1.. .0•a .0•e .d's .d•, .6 1. *ritEerkR f' r)Cri—lb tsA of Foutsl0A► 0 waLL. SCALE: 1" = 1'- 0" AL' FERNA' 11E B RACING PANEL R602.I0.6 ALTERNATE BLACL'A WALL PANELS 2) #5 rebar o extend 24 .aches beyond pening. Reinforcement for openings in plain concrete ar to extend ning. Doorway: uire rebar in 1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall, the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall, the bars are only necessary along the sides and top. To provide continuity at the corners of the openings, the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY L < 2' (0.61 m) 4 24" 0.6 m MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED L>_2'(0.61m) 24" 0.6 m. WALL REINFORCEMENT AS REQUIRED SEE TABLE R611.7(2), R611.7(3), R611.7(8), R611.7(9) OR R611 7(10) . —.. OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.51N. MIN. 2.5 IN. MAX — For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. T� MEI 11111 01 f•1 ME1 MEI \UI 01 ME NtI Ell MI r ®NMI Nt 1111 MEI 1110 EMI II ME MEI EMI •lb1 EMI NE1 NEI ME MEI 1.5 IN. MIN. _ 2.5 IN. MAX. NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories Dt and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 mm) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories Di and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180-degree bend plus 4db extension but not less than 2'/2 inches, or a 90-degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2-inch by 4-inch plate, anchored to the wall with '/Z inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 1'/2 (38 mm) inches of concrete cover to the face of the wall. Exception: The 2-inch by 4-inch plate is not required where the wall is formed to provide solid concrete around the perimeter of the opening with a minimum depth of 4 inches (102 mm) for the full thickness of the wall. R611.7.3 Lintels. R611.7.3.1 General requirements. Lintels shall be provided over all openings greater than or equal to 2 feet (610 mm) in width. Lintels for flat ICF walls shall be constructed in accordance with Figure R611.7(3) and Table R611.7(2) or R611.7(3). Lintels for waffle -grid ICF walls shall be constructed in accordance with Fig- ure R611.7(4) or Figure R611.7(5) and Table R611.7(4) or R611.7(5). Lintels for screen -grid ICF walls shall be constructed in accordance with Figure R611.7(6) or Figure R611.7(7). Lintel construction in accordance with Figure R611.7(3) shall be permitted to be used with waffle -grid and screen -grid ICF wall construction. Lintel depths are permitted to be increased by the height of the ICF wall located directly above the opening, pro- vided that the lintel depth spans the entire length of the opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WAL WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: L < 2 (0.61) None required None required Flat, Waffle-, and Screen -Grid: L>_ 2 (0.61) Provide lintels in accordance with Section R611.7.3.bar Provide one No. 4 bar within 12 inches (305 mm) from the bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 min) beyond the limits of the opening. In locations with wind speeds less than or equal to 110 mph (177 km/hr) or in Seismic Design Categories A and B, provide one No. 4 for the full height of the wall story within 12 inches (305 mm) of each side of the opening. In locations with wind speeds greater than 110 mph (177 knJhr), townhouses in Seismic Design Category C, or all buildings in Seismic Design Categories D, and Dr, provide two No. 4 bars or one No. 5 bar for the full height of the wall story within 12 inches (305 nun) of each side of the opening. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 lm/h. NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD -BEARING WALLSa,b,c,dd NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 3.5 8 4-9 (1-2) 4-2 (0-9) 3-10 (0-8) 3-4 (0-6) 3-5 (0-6) 3-1 (0-5) 12 6-8 (1-11) 5-5 (1-3) 5-0 (1-1) 4-5 (0-10) ;:. 4-6 (0-10) 4-0 (0-8) 16 7-11 {2 9) 6-5 (1-9) _ 6-0 (1-6) 5-3 (1-2) 5-4 (1-2) 4-10 (1-0) 20 8-11 (3-5) 7-4 (2-3) 6-9 (1-11) 6-0 : (1-6)`. 6-1 (1-7) 5-6 (1-3) 24 9-10 (4-1) 8-1 (2-9) 7-6 (2-4) - 6 7 (1 10) 6-9 (1-11) 6-1 (1-6) 5.5 8 5-2 (1-10) 4-2 (1-2) 3-10 (1-0) 3-5 (0-9) 3-5 (0-10) 3-1 (0-8) 12 6-8 (3-0) 5-5 (2-0) 5-0 . (1-9) 4-5 (1-4) 4-6 4-1 (1-4) (1-1) 16 7-10 (4-1) 6-5 (2-9) _ 6-0 ` (2-5) 5-3 (1-10) 5-4 (1-11) 4-10 (1-7) 70 8-10 (5-3) 7-3 (3-6) > 6-9 (3-1)": 6-0 {2-4) 6-1 . (2-5) 5-6 {2-0) 24 9-8 (6-3) 8-0 (4-3) 7-5 (3-8) 6-7 (2-11) 6-8 (3-0) 6-0 (2-5) 7.5 8 5-2 (2-6) 4-2 (1-8) 3-11 (1-5) _, 3-5 (1-1) 3-6 (1-1) 3-2 (0-11) 12 6-7 (4-0) 5-5 (2-8) 5-0 (2-4) 4-5 (1-10) 4-6 (1-10) 4-1 (1-6) 16 7-9 (5-5) 6-5 (3-8) 5-11 . (3-3) 5-3 (2-6). 5-4 (2-7) 4-10 (2-2) 20 8-8 (6-10) 7-2 (4-8) 6-8 (4-2) 5-11 (3-3) 6-0 (3-4) 5-5 (2-9) 24 9-6 (8-2) 7-11 (5-8) 7-4 .' (5-1) 6-6 (3-11) 6-7 (4-1) 6-0 (3-4) 9.5 8 5-2 (3-1) 4-2 (2-1) 3-11 (1-9) - 3-5 (1-5) 3-6 (1-5) 3-2 (1-2) 12 6-7 (5-0) 5-5 (3-4) 5-0 (3-0) 4-5 (2-4) 4-6 (2-5) 4-1 (1-11) 16 7-8 (6-9) 6-4 (4-7) 5-11 (4-2) 5-3 (3-3): 5-4 (3-4) 4-10 (2-8) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: I/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD -BEARING WALLSa,b,c,d,f NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL. DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 3.5 8 4-9 (1-2) 4-2 (0-9) 3-11 (0-8) 3-7 (0-6) 3-7 (0-6) 3-5 (0-5) 12 7-2 (1-11) 6-3 (1-3) 5-11 (1-1) 5-5 (0-10) 5-5 (0-10) 5-0 (0-8) 16 9-6 (2-9) 8-0 (1-9) 7-4 (1-6) 6-6 (1-2) 6-7 (1-2) 5 11 (1-0) 20 11-1 (3-5) 9-1 (2-3) 8-4 (1-11) 7-5 (1-6) 7-6 (1-7) 679 (1-3) 24 12=2 (4-1) 10-0 (2-9) 9-3 (2=4) 8-2 (L-10) 8-4 (1-11) 7 6 (1-6) 5.5 8 5-6 (1-10) 4-10 (1-2) 4-7 (1-0) 4-2 (0-9) 4-2 (0-10) 3-10 (0-8) 12 8-3 (3-0) 6-9 (2-0) 6-3 (1-9) 5-6 (1-4) 5-7 (1-4) 5-0 (1-1) 16 9-9 (4-1) 8-0 (2-9) 7-5 (2-5) 6-6 (1-10) 6-7 (1-11) 6-0 (1-7) 20 10711 . (5-3) • 9-0 (3-6) 8-4 (3-1) 7-5 (2-4) 7-6 (2-5) 6-9 (2-0) 24 1240 (fi-3) 9-11 (4-3) 9-3 (3-8) 8-2 (2-11) 8-3 7-6 (3-0) (2-5) 7.5 8 6-1 (2-6) 5-2 (1-8) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) 3-10 (0-11) 12 8-2 (4-0) 6-9 {2-8) 6-3 (2-4) 5-6 (I-10) 5-7 5-0 (1-10) (1-6) 16 9-7 (575) 7-11 (3-8) 7-4 -(3-3) 6-6 -(2-6) 6-7 6-0 (2-7) (2-2) 20 10-10 (6-10) 8-11 (4-8) 8-4 (4-2) 7-4 (3-3) 7-6 6-9 (3-4) (2-9) 24 11-10 (8-2) 9-10 (5-8) 9-2 (5-1) 8-1 (3-11) 8-3 7-5 (4-1) (3-4) 9.5 8 6-4 (3-1) 5-2 (2-1) 4-10 (1-9) 4 3 (1-5) 1 4 (1-5) 3-11 (1-2) 12 8-2 (5-0) 6-8 {3-4) 6-2 1 (3-0) 5-6 '(2-4) 5-7 -(2 5) 5-0 -'(1-11) 16 976 (6-9) 7-11 (4-7) 7-4 (4-2) 6-6 (3-3) 6-7 (3-4) 5-11 (2-8) 20 10-8 (8-4) 8-10 (5-10) 8-3 (5-4) 7-4 (4-2) 7-5 (4-3) 6-9 (3-6) 24 11 7 '(10-0) 9-9 (6-11) 9-0 (6-5) 8-1 (5-0) 8-2 (5 2) 7-5 (4 3) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m', 1 pound per square foot = 0.0479 a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion:1,240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d!2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R6I1.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE®