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2007, 07-16 Permit App: 07002733 Addition, GarageProject Number: 07002733 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW KITCHEN ADDITION & 3 -CAR GARAGE Contact: ALLURE CONSTRUCTION & DESIGN Address: 9806 N HUNTINGTON RD C - S - Z: SPOKANE WA 99218 Setbacks: Front Left: Right: Rear: Phone: (509) 991-2986 Group Name: Site Information: Project Name: Date: 7/16/2007 Page 1 of 2 :1-11mmr +s:e;-r.'.,S,k;v`n..::.avlwo,a '14.5 FkS`a ,°Sm onflk 4:9a»'4i.10Z kr-W Plat Key: 001869 Name: ORCHARD AVE ADD REPLAT B 151,152, (FEES) District: Nort Parcel Number: 45072.2401 SiteAddress: 3024 N ELLA RD Location:: CSV Block: Lot: Zoning: UR -7 Urban Residential -7 Water District: 002 ORCHARD AVENUE Owner: Name: MUDD, DAVID Address: 3024 N ELLA RD SPOKANE VALLEY, WA 99212 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 34 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: 7 Landuse/Zoning/HE Conditions Released By: Permits: r w:.:: > . �. Operator: jmm Printed By: jmm Print Date: 7/16/2007 Project Number: 07002733 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/16/2007 Page 2 of 2 Building Permit — — Contractor: ALLURE CONSTRUCTION & Firm: ALLURE CONSTRUCTION & DES Address: 9806 N HUNTINGTON RD Phone: (509) 483-6938 SPOKANE WA 99218 This Application: Total Project: Description Gra Type Notes Sg Ft Valuation Su Ft Valuation RES ADD R-3 VB RES 331- Yot5r $78,935.04 864 $78,935.04 e; W f3 ADDITION El, cr Totals:i $78,935.04 864 878,935.04 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $846.75 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $338.70 Permit Total Fees: $1,189.95 Plumbing Permit — —" Contractor: ALLURE CONSTRUCTION & Firm: ALLURE CONSTRUCTION & DES Address: 9806 N HUNTINGTON RD Phone: (509) 483-6938 SPOKANE WA 99218 Item Description Units Unit Desc SINKS 1 NUMBER OF Permit Total Fees: Notes: .,.k rw �; .x_.< . ,., w _.. .u... .. Fee Amount $6.00 $6.00 Payment Summary: .•.7+,src"v.:>i,+ ow:da :rie:T.rv4,`.ft's. M :tea.+ 4+essirr u.. " n,+ t ir,frrP5-4Zz..^r.L }'zr:ry; rm=4.1i7:a4rrair. ¢,r.ZYYsaiirwn +Mil Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,189.95 $1,189.95 $0.00 $1,189.95 Plumbing Permit $6.00 $6.00 $0.00 $6.00 $1,195.95 $1,195.95 $0.00 $1,195.95 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: jmm Printed By: jmm Print Date: 7/16/2007 •Spokane Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 .0000j a"& (509)688-0036 FAX: (509)688-0037 v�j1C^y. www.svokanevalley.org Community Development Plumbing Permit Application SITE ADDRESS: PERMIT NUM ER: 407ao2733 PERMIT FEE: ❑ Commercial Residential Building Owner Name: 'pave ik. ;r i. MV 1 �n l��l� Phone: Fax: /•l Address: J !� ivslA F�� City: L _ �,e State: Zip: Contractor rl�dt // Name: ALV ire �n M �.L,� _ -`�r47/7 V l l r Aes , „� 11 Phone 0 Ili 2,786 ( / & Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name:24:01 StLYae Phone: ze,A‘204 q770 DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 2 URINALS X $6.00 3 TUBS X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT ids1 X $6.00 ‘.c7 6 DISHWASHER 1 X $6.00 7 CLOTHES WASHER X $6.00 8 GARBAGE DISPOSAL 1 X $6.00 9 WATER SOFTENER X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 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 outlet) NITROUS, OXYGEN X $6.00 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Sfilikane Permit Center 11703 E Sprague Ave, Suite 13-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalleyorg Community Development Plumbing Permit Application SITE ADDRESS: LI Commercial PERMIT NUMBER: PERMIT FEE: Residential Building Owner Name: Ai 116.4. ,,,.;,/ .../.,,-,,/ei Phone: ..5.0 1 773lcply ..1),, Address: "If 46)47r /-/A City / State: Zip: Contractor cs--)04,764,fe I Name: 4/ //4, 6e,,,,, 7, Phone: 699 ?/' ay.g, Fax: , Address: 9 gV‘o, / I 7470/9.0--) City: "4'..re_ State: pk//1 Zip:99 Wr. ./, ./176./,7 License No://14/,ic )49,q City I3usmcss Lic: Contact Name: Th ea v ti>ec....X.--. Phone: 9 4/ 7 et.5''k, _ DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS $6.00 2 URINALS TUBS X $6.00 X $6,00 4 SH RS (PER TRAP) 5 (SINKS BATH, STALL, ON-SITE BUILT X $6.00 LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER X $6.00 8 GARBAGE DISPOSAL 9 WATER SOFTENER X $6.00 X $6.00 10 ELECTRIC HOT WATER TANK 11 FLOOR DRAINS NOTE: IF GAS, SEE MECHANICAL X $6.00 AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS, DRINKING X $600 WATER PIPING/DRAIN-IN WASTE, 14 VENT, PLUMBING, REVERSAL 15 SEWAGE EJECTOR 16 WATER USING DEVICE NSTALLATION, ALTERATION, REPAIR, REVERSALS $6.00 GRINDER, SUMP PUMP ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X X $6.00 $6.00 17 CROSS CONNECTION DEVICE 18 INTERCEPTORS VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 19 MEDICAL GAS (per outlet) 20 MISCELLANEOUS PLUMBING FIXTURE 21 PRIVATE SEWAGE DISPOSAUSYS NITROUS, OXYGEN X $6.00 X $6.00 X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR METHOD OF PAYMENT: X $15.00 DCASH El CHECK CI VISA 0 MC Card# EXPIRES: VIN: SUBTOTAL PROCESSING FEE S35.00 TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Spokane _ValleyY Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.org PERMIT NUMBER: 7' ; PERMIT FEE: n New Construction n Accessory Bldg Addition/Remodel Deck n Other: SITE ADDRESS: / v / � '( t/4 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: /249 La�/0( �eW Name: Address: i.,./ ,, ,J / i City:44,0`fe '/a, State:0/Zip: Phone: 5P1 ,71 . L.ax: Contact Person Name: Phone: l Contractor:// Name: /Js'te_O/457 / ✓/ s<-41Ai 7 Address: %d©c/U/41/ere ice,/ City 70.49,4`& Stat� .i• P%� Phone:` -c01, /y�� ;p,&Fax: /a � Exp Date: J� Contractor Lic No7d//1 l �j F� City Business Lic. No: Des(pyilie the cope of work% in detailj• dA s-7_ / Cost of Project: $ Proposed Use: oe.es /lea -t **************The followinw MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSoION,Sx�� # OF STORIES: TOTAL HABITABLE�SPACE: MAIN FLOOR RRiTO SQ./3y2� FTG.i- 1"))74'.� Ll2 "" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: ��_,/ IMPERVIOUS SURFACE AREA: ..,../ � FINISHED BAS T SQ. FTG: / GARAGE SQ. FT j'� �%� DECK/COV. PAT O SQ. FTG: 30% SLOPES ON ,./ PROPERTY: /�' /`T # OF B , O S: CONSTRUCTION yPE: HEAT SOUR E: iSEWER OR- pSEPTI ? 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 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) 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: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check 0 Mastercard Expires: DATE: ❑ VISA VIN#: WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°•I FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area1D: of floor Glazing U -Factor powWall12 U- Factor Ceiling Vaulted Above Grade Wall? Below Grade Wall?int4 ext4 Bebw Grade Floors Slabs °n Grade Vertical Overhead1, I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5° IV. 25% 0.35 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited Group R-3 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 Occupancy Only VL Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 - R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY 15 ENERGY PROGRAM 1.7 ENGINEEREDiUSS OR RAFTER SIZE AND SPACING x z V.C. 30# felt for ice darn prptectionR00FING MATERIAL z� rrU aC' .Gc&wLL ROOFING PAPER 1 /8" GAP REj WEEN SHEATHING S4 ROOF SHEATHING tit `rC t4 i Attic Ventilation 1 Sq Ft per every 300'Sq Ft of space ventilated with at (east 50% in the upper portion of roof area. Ji v SOLID BLOCKING B ETWEEN.TRUSSES L SHEATHING -7 s 3 SIDING Under Floor Ventilation 1 Sq Ft per every 150 Sq Ft of under floor space area. 1 ventilating opening shall be within 3 feet of each corner. Openings shall be covered with approved material. 1V 614 I2_Xto(1,4"cC MIN. • _ 1111 c NNRRIC*•II. TIES, DOUBLE TOP PLATE WALL HEIGHT T� f o. c. Attic Accessible by 22' x 30" PRESSURE TREATED SOLE PLATE 3-1121 CONCRETE SLAB 4 y • • •• • 24" i'jILrfloo" MIN. Clearance 18" C.� K t `1° o '� H! • •• • • Under floor accessi$l ► - 60-7,1-2e by 18" x 24" • F6OTING ANCHOR BOLTS 1 /2"x10 MIN. (T INTO CONCRETE) 6' o. c. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. 5'• w �z CrQCD CD w O F° 0 ~ E. " rD ert CD CD 0 p 4K— w w o' o " (5 GID CD CD plo 0 City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet This completed sheet, along with any additional information needs to be submitted with your apllication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: • 518" TYPE X GYP BOARD (HABITABLE SPACE ABOVE) • 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8", OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 SO. FT. 2 SECTION A -A • • r-.0 • . .. t • 11 11111'- - • • 11 111. . _ ' • • (2)#4 REBAR j—ar--I 7IIIIf 1Il' lfllllll X111111= ' 24" MIN. 4 6" MIN. 24"MIN. (2)14 REBAR NOTE: Diagonal wall bracing required on each comer and every 25 feet of wall. Walls within 3 feet of a property line or within 6 feet of a dwelling must be 1 hour rated. (5/8' type "X' gypsum sheathing on both sides of watt). Openings are not permitted in these walls. Garages over 3,000 sq. R require protection when closer than 20 feet to the property rine. Parapets may be required. ENGINES D TRUS OR RAFTER SIZE -SPACING x @ ?1O.C. 3 ROOFING MATERIAL ROOFING PAPER 0 s / 76, ROOF SHEATHING SOLID BLOCKING BETWEEN.TRUSSES WALL SHEATHING 1 / 2.6' MIN. 24" MIN. 1 SIDING DOUBLE TOP PLATE WALL HEIGHT tO 2x 4 @_/ O.C. PRESSURE TREATED SOLE PLATE 3-112" CONCRETE SLAB • • ef- c FOOTING ANCHOR BOLTS 12"41) MIN. (7" INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. •uoislnlp a;eudoJdde a�g }ae;uoo Jo s;uewnoop Lio;ein6a epoo Jofpue eitj elgeolidde o; Alpaup Dalai;uaweiinbaJ epoo Jo "gulled '}oafoid rinolped a uo uogewiooui pelle;ap.iod •uoge6gseAui rood Jo;;ulod 6upae;s a se eiJas pinogs pue pafoid e ion s;uewaiinbei tio;ein5aJ Jo spedse He sseippe o; pepue;ul;ou sl;uewnoop situ • oe.inooe Joj pe;ueueM;ou sl emtoo.iq sit; ul peuie;uoo uogetwooul at; }oicoeinooe et; ainsse o; spew s! yoga Liana alltnn;et} a;ou eseaid H10IM ENfl QOM r m z r -1 •Nbld 3H1 NO S2:1OOa ONb SMOONIM 11V AO 3ZIS ONV NOI1VOO13H131vOIaNI 3ZIS b3ab31-1 ONb ONIN3dO 30b21VO :SNOISN31,11Ia ONIa1Ins •MO138 ONIMbbQ 31-11 NO aab GNV NOLLWYV2:1OdN1 ONIMO11Ol 31-113131d1A1O0 3Sb31d NV�d NOLLVaNf]OJ JUL 23 2007 08:52 PAGE.04 EXISTING ALLEY FRAMING. A - 11 .1.10- fUL 23 2207 08:53 6/12 PITCH ON THIS SIDE ONL) 4/12 OPTION. INT. VA IJI,T AT 2/12 16" CANTILEVERS PAGE.05 Pe 146- Sof peuelaa-e- de-rz- I3 -tepke.T thepZ 1t 6 #b7-035 a��fi �7l erg/ - 2986 Cee( i Elio‘ 4/4/-ittei-6 ue w GYPSUM BOARD USED FOR OTRataknitaalattitakik CONSTRUCTION SHALL BE FASTENED NO FURTHER THAN 7" O.C. LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. 3) PENNGS BETWEEN DWELLING ATND PRIVATION AND E GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD i HABITABLE SPACE ABOVE) OR eU ❑ 1/2" GYP BOARD (RESIDENCE'ATTIC, FLOOR/CEILING) 2) OPENINGS ETWEEN GARAGE AND IDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED DOORS. /6 / tilitti 'LZ BCL 2 'I(' CC' 14 cyL T,2 -7791 f 3 )7 N-{ A/§ w(70 iltirtMlfeitW Inti per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing EMERGENCY EGRESS REOINREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SNA. HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF TILE ROOM WITHOUT SIMICUFE OALASMETODM ALL ISE INTERCON- NECTED AND HARD WIRED IN _ SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS. AREAS APPROACHING BEDROOMS. VAULTED CEILING WITH RISE OF 24" & ON EACH FLOOR) EXHAUST FANS 100 CFM kitchen 50 CFM bathrooms & laundry Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS ( UNDER ALL WALLS PARALLEI" TO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN) TO ION UNDER ALL H AND G RDEER US ES U.N.O. TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) ALL FOOTINGS MUST BE CONTINUOUS FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI