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2006, 10-05 Permit App: 06004001 Residence . Project Number: 06004001 Inv: 1 Application Date: 10/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: + r Permit Use: SFR,GAS HEAT,ON SEWER Contact: C&S CONSTRUCTION Address: 11418 E 48TH C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)924-9027 Group Name: Project Name: ate In ormation: Plat Key: Name: SHP-33-05 District: East Parcel Number: 55202.0284 Block: Lot: SiteAddress: 19225 E 7TH AVE Owner:Name: HOAG,SHAUN C&CARRIE A Address: 11418 E 48TH AVE Location::CSV SPOKANE,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,456 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Flood Plain Releasedy: Originally Released: 10/5/2006 By: amblake Building Plan Review Released By: ( Cfo G/06 Driveway/Approach Released By: Landuse/Zoning/HE Conditions 3 Released By: Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 10/5/2006 Project Number: 06004001 Inv: 1 Application Date: 10/9/2006 Page 1 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR,GAS HEAT,ON SEWER Contact: C&S CONSTRUCTION Address: 11418 E 48TH C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)924-9027 Group Name: Site Information Project Name: ... _. .. Plat Key: Name: SHP-33-05 District: East Parcel Number: 55202.0284 Block: Lot: SiteAddress: 19225 E 7TH AVE Owner:Name: HOAG,SHAUN C&CARRIE A Address: 11418 E 48TH AVE Location::CSV SPOKANE,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,456 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: b xr2w ., tom. . . . : >mk a � ..424.0,33 Review Flood Plain Released By: J Originally Released: 10/5/2006 By: amblake Building Plan Review Released By: Originally Released: 10/6/2006 By: TMELBOU Driveway/Approach [Released By: Originally Released: 10/5/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 10/5/2006 By: cj j anssen Operator: AMB Printed By: AMB Print Date: 10/9/2006 Project Number: 06004001 Inv: 1 Application Date: 10/9/2006 Page 2 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Released By: Approach Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC Address: 11418 E 48TH AVE Phone: (509)924-9027 SPOKANE,WA.99206 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC Address: 11418 E 48TH AVE Phone: (509)924-9027 SPOKANE,WA.99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 900 $77,733.00 900 $77,733.00 2ND FLOOR R-3 VB 849 $63,403.32 849 $63,403.32 BASEMENT R R-3 VB 866 $4,330.00 866 $4,330.00 DECK OPEN R-3 VB 193 $2,895.00 193 $2,895.00 GAR WOOD U-1 VB 791 $15,029.00 791 $15,029.00 Totals: 3,599 $163,390.32 3,599 $163,390.32 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,352.15 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $540.86 Permit Total Fees: $1,897.51 Operator: AMB Printed By: AMB Print Date: 10/9/2006 , Project Number: 06004001 Inv: 1 Application Date: 10/9/2006 Page 3 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC Address: 11418 E 48TH AVE Phone: (509)924-9027 SPOKANE,WA.99206 Item Description Units Unit Desc Fee Amount DUCT SYSTEMS 1 NUMBER OF $10.00 GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00 GAS PIPING 3 #OF UNITS $3.00 AIR CONDITIONER:4-15 TONS 1 NUMBER OF $20.00 VENTILATING FANS 5 NUMBER OF $50.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 HOOD-TYPE II 1 NUMBER OF $10.00 Permit Total Fees: $145.00 Plumbing Permit Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC Address: 11418 E 48TH AVE Phone: (509)924-9027 SPOKANE,WA.99206 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 3 NUMBER OF $18.00 SINKS 5 NUMBER OF $30.00 SHOWERS 1 NUMBER OF $6.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 1 NUMBER OF $6.00 WATER PIPING-DWV 2 NUMBER OF $12.00 Permit Total Fees: $102.00 Operator: AMB Printed By: AMB Print Date: 10/9/2006 Project Number: 06004001 Inv: 1 Application Date: 10/9/2006 Page 4 of 4 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Flat portion of a residential approach to be minimum of 16'wide,maximum of 30'wide and combined approach width not to exceed 50%of total frontage. (A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5'from each property line,5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. (B)111 SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,897.51 $1,897.51 $0.00 $1,897.51 Mechanical Permit $145.00 $145.00 $0.00 $145.00 Plumbing Permit $102.00 $102.00 $0.00 $102.00 $2,194.51 $2,194.51 $0.00 $2,194.51 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: AMB Printed By: AMB Print Date: 10/9/2006 r.. Permit Center GTl'If a 11707E Sprague A• =.... •te: � PERMIT NUMBER: . Z_7 Spokane Valley,W 06'" O 0 PERMIT FEE: (50988-0036 FAX 5 is .88-�Q3ik Community Development www.s.okanevalle .o Ul'- i-. C Residential Construction ‘ 4} zi New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel n Deck n Other: SITE ADDRESS 19122-5 E- -7 T 1. ASSESSORS PARCEL NO: 55202. . D2Li LEGAL DESCRIPTION: St1P- 3- " 05 (AVN 5y62o7l) i.ot 'A( Building Owner: Contractor: Name: Name: C'4c3 Cti‘5A..r V C_1 on Sl^ctu n 41,5a5 Address: I I I-I / E y TA Address: )1q/k c zig 11). City: State: Zi City: State: Zip: 0l:G.r?& Ua ne y / P:eN2b� 510p kcit46 Oat le Y /AA Phone: . 211 -9427 Fax: 509-,2q-`027 Phone: .50i-C'jl-D( Fax: , Zy 9027 Contractor Lic No: (*i2. xp Date: 7 L, JO 7 Contact Person City Business Lic.No: 062(0 Lig Name: n 44623 Phone: 5C1 -951-OG2;w Describe the scope of work in detail: Cost of Project: $ 130,DO Kt **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PE46X: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE 29 CI ect 562 -t-i Z 2 ` S"—W 2 6,k MAIN FLOOR TO SQp e,o 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: /75 HCl Vi * V. ( AREA: FINISHED BASEMENT GARAGE SQ. FTG:� , DECK/CI ""ATIO S FTG: 30%SLOPES ON CD SQ. FTG: / 3 PROPERTY: #OF BEDROOMS: CONSTJR,UCTIO TYPE: HEAT/SSOURCE: SEWER OR SEPTIC? Res;clen1/ al G-as c\OFCC /\;r- Se ✓c.2'e(— 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) Pla s or additional information may by required to be submitted,and subsequently approved before this application can e processed. • Signature IT �MM� Date KA 4�O r Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Permit Center S'" ,� 11707 E Sprague Ave,Suite 106 = PERMIT NUMBER: j Valky Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.org Mechanical Permit Application ❑ Commercial IN Residential SITE ADDRESS: 19 22s c `I L` Building Owner Name: Shat,4/1 t-1oa� Phalle: i-9 2L -g02_1 Fax: 505'-��z z1-gUL7 Address: 1 114 I !;.`-I 7 City: ,t ,6✓l6. /fa((e tate: 011/4 Zip: 99 ZD( Contractor Name: e.46 COilf(Lk.4...-r10i l Phone: 60q_937_0637 Fax: 505_4)2 q- 9DZ 7 Address: l/y/q E. zifol, City:S kr..ne i<<H/er+y state:up, Zip: 9v 04, License No: (5c0A) 62.2,Tl`t city Bu iness Lic: L 05 L 409,4 it Contact Name: Phone: DESCRIPTION OF WORK *OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 I. X $12.00 = 12 Oa 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 3 UNLISTED APPUANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPUANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 =. 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE I X $10.00 = I 0 13 RANGE I X $10.00 = l0' JP 14 DRYER I X $10.00 = RI n` e•i' 15 FUEL BURNING WATER HEATER I X $10.00 = 10- 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) 3 x $1.00 = `3. `'' 18 DUCT SYSTEMS I X $10.00 = I v. `' 19 VENTILATING FANS .5 X $10.00 = j(); t 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X , $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 =, 24 TYPE II HOOD I X $10.00 = ID."i 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON I X $20.00 = './) 27 AIR CONDITIONER 15-30 TON X $25.00 , = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTLATION SYSTtBMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL 1415- c' ['CASH 0 CHECK 0 VISA ❑MC EXPIRES: PROCESSING FEE $35.00 CARD*: VIN: TOTAL PERMIT FEE DUE: li Gp 0,OC) AUTHORIZED SIGNATURE: REVISED 8/26/05 • Permit Center s _ _lOil 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: Val ' Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.org Plumbing Permit Application I=1 ,Commercial Residential I SITE ADDRESS: q 2•71-5 E 7-111 Building Owner �f Name: �haac/, /1CC"C Phone: 609 - g2N-902-7 Fax: ss©_ �l2`..f-02.7 ; Address: 1 1 6', r E J 7r. T� Cit': 5p(}ic7A,ie llrxl ley State: wA Zip: q l2D(D Contractor/ /� 1 /1-0/7 I �v� Name: (,�5 Cc�i7S 1 e-1 l G l r Dn Phone: 509"95/'1 J0�.1j7 Fax: 509-9-2 ei L7 Address: 1/L// / E �$t City: 5�vrfa4F Vc.i/+&y State: L .)A Zip: cil20�+ License No: GsON *C�L. City Bus ess Lic: Contact t` Name: SViGu t✓1 f40,5 Phone: DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS X $6.00 = r$ . OC 2 URINALS X $6.00 = 3 TUBS 2 x $6.00 = 11- tae 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT I X $6.00 = (o• Co LAVS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = -...c•9{t -...c•30 X-RAY,FOOD,PREP/CULINARY MEAT , 6 DISHWASHER I X $6.00 = (t7• a•• 7 CLOTHES WASHER I X $6.00 = Lo• D.:,8 GARBAGE DISPOSAL I X $6.00 = t8)- °" 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 = AREA,CASE,COIL,TRENCH, Cc) 11 FLOOR DRAINS CONDENSATE I X $6.00 = ( • 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = , ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMERX $6.00 = C" PROOFER,CARBONATOR,SWAMP (�` COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS 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 DISPOSAL/SYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X_ $15.00 = SUBTOTAL METHOD OF PAYMENT: 102— ",, PROCESSING FEE ❑CASH 0 CHECK 0 VISA 0 MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: 1 NI r'. AUTHORIZED SIGNATURE: REVISED 8/26/05 j /1 A Lo t#1 a d N s .33-65 PLANNING DEPT.APPROVED BY' DATE. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 GlazingU-Factor ,z Wall? Wall? Glazirog Doors z Vaulted Wall int° ext Slabs Option oArea U- Ceiling Ceiling3 Above Below Below Floors on /o of floorVertical Overhead" Factor Grade Grade Grade - Grade 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' 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-58 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 inti/ U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. 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. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7 ClENERGY PROGRAM i FIGURE 1 . CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION I I Outside Elevation Side Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) 1.1 w • an o a o z s x° a m 3 € [ Ft ° a o`er Sheathing filler =41 wv�F 2 0 3zff i m `� ^::: xz ¢ ,# ) Y 1 I a s a !• ° o oY a n:.:so e�.ter,. ..:.:...:.:.:..3.y,:.x:zz r:3.....:.,.:.r.. <^ef4;':rn 'Y.F#;�i':.:f;,a.r„ rr.z.�.r :1 ( :1 �. _ „ ! ;:�, °.°; .a ril if needed ::. rr3;;;:,,..::;:::.,:.:.v:.. , � .,?. x.r a.,y0r.r: . . ;. y�.�{i ..:<;�`.i:>�:n:..::�'.:�:: t.. �.M1'r. 4 4 ¢ ..4 1...0 O'�701 :.:,c',�,�;.r..,.r :....... ,...:.:.i:t..;.: <...... I�= , .::..:r...r..r x3J ,.. ,.r.. ::......: zrrr:u:•:r.::;.,:z:e� ':1� 1 .1 1 t: .. ......... .....4.. .;,. ..r.......,a. .:... .::... : .: ,a•,::o�r:..;;3.,:."4.".r: >4z� 4:::. :.?§$.z f .<:3;.i �_Y ...«..::.xx+..,...;,,,.,::.,�.#:•:.•: :..::.:.r..,... EE::..:�<s:.;.rror,y„ ^➢. ,: ,......o-.:.,?.,.:.aax3;:;�rz:x ��3' :.Y :dl t '.3: F:..:..!:.:....::....r...:.::.... ..:...:n:...,.�...:;c.i,.,.:.5,...r.......:...(,....:..r'r::::3,:. x �':ii;�::ti< •1 V �f °I> Ca:oar ,...,. :r::.:, z:,,.<.:;r:.:;z::r:rz:3::::::::z;;'cf ^.„<..,::'r.:::....;..: 1+is i i n i : ,,-, a§ 2' to 18' (finished width) '” 4 '^ 16 ,w,,,,,,,„.,„,,,,,,,,,..„:„,,,:,„,„,„,, l 11 rI I,t F 9 ( �I°3 ,°IQ a° aJ d sinker t l tf 1. J 1 ,A r 11. lf !.,,,r,lt, Fasten sheathing to header with Top plate +�� "I `':1141- ; s°:° nails in 2 rows !f 1 I ;� 't 1 Lk 'Ola 8d common nails in 3" grid le= J J " @ 3" o.c. ,p, ,° continuity is •( ',41. 'w r 11 � °� pattern as shown and 3" o.c. in re •uiredper Y+ <� ' q bA I JI Y_Pt 11: , jai all framing (studs and sills) typ. R602.3.2 0� '°° t ! �i ie lo-in. 1000 lb header- .1.e.,,,,,,,,,,,,,,,,,,,,,,,,,,,..6.0 1 1 :1 1 1 f 1 1: e a'a j a j aoot iojo to-jack-stud strap :1 a Y 1000 lb header-to-jack-stud strap I .; ; on both sides I l (3' Oa Oa on both sides of opening , a,eJ ,a,a of opening (Ref. Max. °' (Install on backside as shown on ,;1 oiai ,b,a No.• LSTA24) ' '@ Side Elevation, Ref. No. LSTA24) 'r I= 1 1 height t' i t� ! °t ,�,e 1 1.t :1 ( a,, Idi 1 al, lOt 1 1 1 1 lar 1 1 10 ;ak 1' Min. (2) 2x4 typ. I 1 ao 1 Y =t 1 !: . , 14re Braced wall 1 , t f -1°f 1 14 t:I 1 1 'I t 1 1 aia; '°_° If panel splice is needed it shall segment per ,;e + ! 1t 1t 1 ( 3/8" min. e,� t= R602.10.5 l, 1 1 PsJ ,a,4 ! �"'' occur within 24" of mid-height. _ __ ' '' oYa, ta? , , , ntoyt �R thickness wood ,4".‘"::".,'.:','"',''',":',"":"""*".,,' Blocking is not required. /' ' �° ? structural panel �Ikr Igra I'1 1 1 o vj 11° '1i ;a;,* No. of 1 t :q' lof Min. width based on 6:1 L; ,;,� ,,,; sheathing _� jack studs ,� _, If °t°( t°.0 height-to-width ratio: For ! ' I; ; ;° per table 7r:::1,,,,,,,,,,,,,,,,,,,,,,,,:..,-g,,,,,,,,,,,,,,,:ai " i i i i °laJ ,AI? ,, ,r example:l b min. for 8' height R502.5(1&2) I I o,aj .q 4101E11144-2 oa : J oMin. 2 x2 x3/161 plate washer °s Iola til sJ • �,. t ? ;" �a e ti 1� ttk.: r . '! ! , • !t t Anchor boltper R403.1.6 Typ. `-- Foundation per code yp Not to scale i 1 i . WIDTH 7/16"OSB SHEATHING NAILED WITH Sd COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE t. ''''' R602.3(1)AND BLOCKED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGES. L, = , . -R ..7--..: Yj .......f. 1 = A _••• '... = I ----r- - -- f- SIMPSON UPLIFT BACK EACH STRAP STRAP ,- - ._ IT m WIT:I A STUD 1,800 POUNDS - f•-•••••4, n , • ' i RECOMMENDED HOLD .• • • • - .• IN 8"FROM EDGE OF • E•:• Ifi ,,,,..,.••..Iniii in 1,-.,,,i i iii.•;,,,i 0 ii,ii i ii i - ,• - BRACING PANEL . r.•.; , • • — g .• . r•• ., .•.. . • II•: .• . 1 ••: •••• .- •••:=—Ten,01 • nyi a N1 KJIM .. Mil lilth111 411,M Mrd OTAll TI1111111 --0....-=.-.a.ke• ...1,111 7...,iIP 1m ••• 4.111'I n1,111111,1 . •:. .•4•:. ..A.:c .•di .... ..b.: .•d• j • • • •• • • • • • • ••.. IN FIRST STORY OF TWO-STORY BUILDINGS, • SHALL HAVE AT LEAST THREE '.a . dl. . .0.• . 0 4.41 .r. .•dv. .•d• • ANCHOR BOLTS,PLACED AT '".... ".' t. ''• •. • • •. • . \ 1••••-=_-;Nri•J' 1,1 ra11,111.1 11", 111'I'll rro,.:mhill). NI 11,1T1 ONE-FIFTH POINTS 7. . .6, . 0•• . 0. ivi . 0% . ..6• L: .46.141 e.c.. e.• •. o.•. e......r... cc,..4 c er,•.• e •' •• e' • e. .1....., e.... 0.• O.•, .4 ..h.: I:I .'15'17..h. .A • 0.1, . a, .°o, . ,„,... .,... ....d ..... ..... ...,. O.°. e . ,•• . dut . .61. . .1••• . d% . d•• . 0% . O• •• ''d•• . O•gc . d•• •o • d• d•• ..1! . UPLIFT I ilOUNDS ;•L.. ;.... ;..... :y.L. i.•. ir.L.. :P.L.. ;.L.. ;...... ; L. ;... :.... ; L. ; L. i.L. ;... ;.... A, TWO ANCHOR BOLTS INSTALLED IN ACCORDANCE WITH FIGURE R403.1(1)SHALL 1-. ...5.; . 1: ..01, ..b.. .°,6-. .°b-. .*,t•-•: .%:: 1 1.. .. . .. . . BE PROVIDED IN EACH PANEL. 11....", '1:....", 1,...', 1,...', :.-",, :,•', 1,...". '....... '.. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER 01.1. R Cif:4\R -r7 4 e>0 "TOM SCALE:I"--,l'-0" POINTS 1_,;.71,--1,- Al . T BRACING , i —AIN— ' " IQ') N.A°F F-0E0,1 0 AT 0 14 i; L 1..... PANEL Raz in 6 ALTER,LAlL 13FLACLDWALL PANELS ..., Reinforcement for openings in plain concrete 2) #5 rebar o extend 24 — • aches beyond opening. (2) #5 rear to extend beyond op=ning. Doorway: do not re'uire rebar in in bottom of opening. • 1 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 • i FIG R611.7(3) NO.4 CONTINUOUS BAR FIG MIDDLE OF SPAN,A. D IN R611.7(4) NOT REQUIRING STIRRUPS AS REQUIRE SECTION R6 .7.1 SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5),OR R611.7(8) TOP OF WALL STORYA R61i1 7(e) LINTEL REINFORCEMENT A611.7(7 AS REQUIRED li. ; I 2 N j —LINTEL- I 27 �ii%i� �,�� I L7 I 1 1 I L< ' (0.61 m) 24" L>_2' (0.61 m) ,24" ;0.6 m; '0.6 m; / I . P REINFORCEMENT WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN.MIN. 2.5 IN.MAX.— T,i iii Mat mm1 rill IEEE NO.4 BAR LINTEL &I; ��; REINFORCEMENT REQUIRED ■■I ■■1 I SEE TABLE R611.7(2), ■■• ■■i R611.7(3),R611.7(8), d ■■� 111••• MINIMUM NO.3 STIRRUP R611.7(9)OR R611.7(10).—>D ��� MO AS REQUIRED EMI EMI ■■I ■■I NEI ��m INSULATING FORM UM MI • ■■I iI • ■■l MI 1.5 IN.MIN. 2.5 IN.MAX. HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED For SI: 1 inch=25.4 mm. NOTE:Section cut through flat wall. 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 screen-grid walls over the length of the opening.When the minimum thickness of 4 inches(102 mm)shall have a depth of concrete above the opening is less than 12 inches minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec- - ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini- horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open- mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in (305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/2 inch(12.7 mm)diameter (407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on Categories Dl and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini- forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38 center or one No.4 at 12 inches(305 mm)on center. mm )inches of concrete cover to the face of the wall. Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required building corners using corner bars or by bending the where the wall is formed to provide solid concrete bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the Category C and for all buildings in Seismic Design Cat- wall. egories Dt and D2,each end of all horizontal reinforce- R611.7.3 Lintels. ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig- 8db. ure R611.7(4)or Figure R611.7(5)and Table R611.7(4) b or R611.7(5).Lintels for screen-grid ICF walls shall be R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction. extension. Lintel depths are permitted to be increased by the height R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro- mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the waffle-grid ICF walls and 12 inches (305 mm) for opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT Flat,Waffle-,and Screen-Grid: None required None required L<2(0.61) 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 Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening. Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 km/hr), L>_2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in mm)beyond the limits of the opening. Seismic Design Categories D,and D2,provide two No.4 bars or one No.5 bar for the full height of the wall story within 12 inches(305 mm)of each side of the opening. For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. NOTE: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 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 WALLSe'b'°'d,t NO.4 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches) (Number is Middle of Span,A)e Supporting Light Framed Supporting ICE Second Story Supporting Roof Only 2nd Story and Roof and Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 -543- 4-5 4-6 4-0 (1-11) (1-3) (1-1) (0-)0) (0-10) (0-8) 3.5 16 7-11 6-5 6-0 5-3 i 5-4 4-10 (2-9) (1-9) (1-6) (1-2) (1-2) (1-0) 20 8-11 7-4 ; 6-9 6-0 6-1 ' 5-6 (3-5) (2-3) (1-11) (1-6) (1-7) (1-3) 4-10 8-1 7-6 6-7 6-9 { 6-1 24 (4-1) 1 (2-9) ; (2 4) (1-10) (1-11) (I-6) 8 5-2 4-2 3-10 3-5 3-5 3-1 (1-10) (1-2) (1-0)_ (0-9)_ (0-10) (0-8) 12 6-8 5-5 — 5-0 4-5 4-6 4-1 (3-0) (2-0) (1-9) 1 (1 4) (i-4) � (1-1) 777 5.5 16 7 10 j 6-5 6-0 5-3 5-4 4-10 (4-1) (2-9) (2-5) (1-10) (1-11) (1-7) 20 8 10 7-3 6-9 6-0 6-1 5-6 -,, (5-3) i (3-6) (3-1) (2-4) (2-5) (2-0) 9-8 8-0 7-5 6-7 I 6-8 6-0 24 (b-3) (4-3) (3-8) (2-11) (3-0) (2-5) 5-2 4-2 I 3-11 3-5 3-6 3-2 8 (2-6) (1-8) I (1-5) ' (1-1). (1-1) (0-11) 12 iy 6 7 i 5-5 I 5-0 i 4-5 j 4-6 i 4-1 (4-0) (2-8) ' (2-4) (1-10) (1-10) (1-6) 7.5 16 7-9 ( 65 511 53 5-4 4-10 (5-5) (3-8); (3-3)" (2 (2-7) � (i2) 20 V. 8-8 7-2 6-8 i 5-11 6-0 -5 (6-10) I (4-8) - (4-2) 1 (3-3) (3-4) (2-9) 1 9-6 7-11 7-4 6-6 6-7 6-0 24 (8-2) _ (5-8) j (5-1 (3-11) (4-1) (3-4) 8 5-2 � 4-2 3-11 3-5 3-6 3_2 (2-1) (2-1) j (1-9) (1-5) (1-51 (1-.' 9.5 12 6 I 5-5 ; 5-0 4-5 4-6 4-1 (5-0) (3-4) (3-0) ? (24) (2-5) (1-11) 16 8 6-4 5-11 a 5-3 5-4 J 4-10 (3-3) (3-4) (2-3) 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:1i240. 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 WALLSeb,C,d,t NO.S BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e . Supporting Light Framed 2nd Story Supporting ICF Second Story and Supporting Roof and Roof Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 8 4-9 4-2 3-11 3-7 3 7 3-5 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 7-2 6-3 5-11 5-5 5-5 5 0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 9-6 8-0 7-4 6 6 6-7 -r (2-9) (1-9) (1-6) (1 2) (1 2) �- _ 4 20 11-1 91sl "° (3 5) (2-3) 24 F t .a ,,!.-T417-0 e 4,-*;. . �k;_ 8 5-6 4-10 4 7 4-2 4_2 3-10 (1-10) (1-2) (1-0) (0-9) (0 10) (0-8) 12 8 3 6-9 6-3 5-6 5-7 "" f (3-0) (2-0) (1 9) (1 4) (1-4) '� ` ' ' �, raw r k ---,.^'t .,' f f•,:fA etat 9-9 " 5.5 16 (41) " .. 20 li;tt t t r t ; RI 14-40-4,1:0144 : 24 ° } 8 6-1 5-2 4-9 4 3 4-3 (2 6) (1-82_,,,,,,, (1 5) (1 1) (1 1) -°. t _ _ ::..:_ 82 �: :. f t x 12 (4-0) ' e) f 7. s �. i ',16 � "� 'ate.eft- 8-2 20 &m : - IW3 C `aP - t` -:*-7:'''',71P5' -f ""t^ Ni,` . ' z t ,r b'a ,�& a �,Y. ;:".'5,0-.4 as-( 24 �.. _1 ,.rd's : ,.,'f'''.w<s? ^: g u'..,,5,,- s,.. ,te ,4 `e. .." .,At %''.4''',4r.:°4-.,' 8 6-4 5-2 4-10 y (3-1) (2-1) (1 9) T .','''''''.-j.- 1 I�' P Ck 8 igtAftfk,t f K '* 1 is $ a a ,s 1 9.5 16 ,asfx* t l } 24 s" A xr :, m r # t� �� For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 1cN/m',1 pound per square foot=0.0479 kN/m'. 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:11240. 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. 174 2003 INTERNATIONAL RESIDENTIAL CODE® Minimum depth for frost protection in the City of CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from FOUNDATION WALLS - 3000 # PSI building a minimum 6 inches in first 10 feet. SLABS,GARAGES,CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CON 11N000S. Radon Mitigation System Required PROVIDE SOLID BLOCKING UNDER ALL COLUMNS With 6 mil Vapor Barrier BEARING WALLS AND SHEARWALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS - PARALLEL TOSPAN U.N.O. V-1MOW WELL: / PROVIDE DOUBLE STUDS (MI �I} TO FOUNDATION Min. 9 sq. ft. horizontal area. @/ UNDER ALL HIP AND GIRDER TRUSSES U.N.O. Min. 3 ft- horizontal projection and width. PROVIDE SHEAR CONNECTION FROM INTERIOR Max. 44 in. vertical depth without a ladder SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. Egress window )�� Concrete lintels shall conform to Tables .01 R611.7 (2) or (3) or Engineering is P v - '7 sq. ft. ' Q4't Sill yy � a required. Reinforcement for openings in plain concrete is also required- ', UPC 508.2 — Water heaters require anchoring or strapping points prevent t horizontal displacement earthquakttaPP g all be a minimum of 4 inches above controls. r I i Blocking required at mid Sir� j I height in unfinished J ( j bearing walls Uneref Notes: All Federal, state and local codes, ordinances and regulations shall be considered as part of the l - _- IZ specifications for this building aril shall take precedence over anything drawn, acted or implied where — I , Ii • I4 variances occur. ' - L Design10� Floor 4 p: s.f. live lad 0.00f: 30P.e.L live e 1 e d 10 p.s.fa fur p.s.f.�atllead Windi 90 MPH Ctindififlon Seismic: 7e I /=jtvpressure c� p.a.. I Platings are designed for Flat d lead plus otte-MIf live toad. ' l� • _ v irI I, `--- sII ( Note: Verify leads with e, coda and i �ftl) building eaitmntoffic alss design wi 1, seism sta and other al leading conditions. shall inspect the site after cavathm to verify type or foundation system required to satisfy I _ : the on condition at bearing epth - U. Concrete: I JT 1 A. Unless otherwise rated sti slabs on grade shell be 3000 p.c.i. (28 days) concrete on 4" v I (— gravel fill wish 6x6-10/ 0 w.w.m. interim slabs shall be placed on a 6 -mil polyethylene If — y pocbaaier.— _ Fp ' Hing concrete or masonry walls in un heated coi ...10. FouMatloss — — _I I b'��2 A. Verify depth off f li�g=altn local building nodes. Q. � ^` -' .G ._ i _ _ _ B. Unless otherwfse�nos Qpndatton wails shall be cons cted of the following: .. .. _ rade N- I — d l I(s,F I --��j{ I _ Use ter t Imine for FlanneryASTM below G de and in uct w earth. -yt --.-tom <ri- � "'� r �1 LL bars RelntInacrarng rei IF ands *if il� est teel shall be ASTM specification me Iate grade Make all bar000 s continuous deformed artund e�1` CQ .. fl came". I. Horizontal re : Dur -O -Wal conthwou ev ry other cone, 2. Vertical rein in + Reinforce wells of excent areas with #7 vertical r -bars at 4'-0 a.c. and At ac orner and both sides of open) gs. 3. Reinforcing ec on: g_ — e-N—'Tyj? --� i— —�. # s l \ b. Ca III m ainlforms rbut exp0sed to a rtheshell ha••e a clearance of 1X zip `�rhea 4. e Y. Inch 118. A2 Inch sill anchor bolt at ev ry vertical r -bar (where sen+ring) or (i o.c. sad it 9h earner and both sides of ev Ty retardation opening. (•" — — -- -- i : - µj; -iwll Gy'r-., -- —� S. Waterproof 19 o excavated areae with two m is of asphaltic base waterproofing compound. — I 6. Provide 6 -in h (9 . drainage the in bed of avel at perimeter of excavated IV. foundation arlpI e , sl fI izat inch per foot to drain. 1 _lAL7_ Thr' 11711" 7: • Provide termit �ctin as required by HUD sta Mc, r— tru ural steel: 1 1 1. All stmctural ate • A *A A-36 2. Unless otherwise An ed, provide a 2x woodlate bolt to the top flange of all steel beams with 318 inch Fila. ts, tpggered 2'-0 o.a Rigidly real an all connecting rafter/Acts. d I I 14 p lsj V. Rough gh Carpentry: I 1. Unless ,p as fir tion rs n rshall belumber )�u0Woodbeams, headersraireJoist; than hhaean allowable bending essor 120 pi 2. Unless otherwise r¢ ids: I I e. Double header is 4 all floor opeth Y. Inch nings. - I I r FkfGy4t` iArTis Iw i !I _.. :, b. Double) rows of da ng per Mist span. ywood bernee at every door and window opening. JAI.TL=_ tTwT` I LI, I• n mos _ _ ) d. Use water realsbri an . u 0 board for walls and a ilio and egteNor de plywood 11�t Hoar urderla t n all bath and toilet areas. Qhs.. FI I Q; 7jlm $'Ps gs gre pyo — — — — — _ — —� between pars a en hgbitehle areas. 7ape�irMm f{N h. board at common walls and I -- - ----- ; callings, Diagonal y lar 1 directions all exterior rs with c -d exterior plywood or .. - ... _ .. me I trapp th e or a 1 _ — _ _ _ _ _ _ ...;I 'I 3. Typical Floor war A eef I• '� �'� — — — —1 — — — — -- — . —•--t iI X inch Plywood th d with exterior glue under B Inch Plywood tmderlayment with _ 'I 4. hullding paper bet n- �mplience with PS t/ANSI 99.1 for type of application. Vl. Miscellaleoe:gn ca ix rI t X I j A. Unless otherwise qo tde the following: 1. Full batt insula on n all exterior walls and R-39 I ambition in all floors, ceilings, and rafters aQac4n tonaftterlmor unheated areas. 2. Install 6 -mil par ;at ylne vapor barriers toward tM1 heated side 0f all insulation. 3. I'A Inch rigid On ula inn at foundation wells. 4. Double pane t flat n§ glazing at all exterior glass areas. Caulk around all openings in externo wand i p fapzF �Z�I�a1}rya (- .� 1 3'-11" 2'-9 1/2" ® O Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 It 8 in. Alternate Brace Wall Panel per R602.10.6 0'PWM SOARD USED FOR Min. 16, 18 or 20 in. APA Portal Frame Bracing WTERIOR BRACED WALL Engineered Shear Wall Bracing 'i6NBTRUCTION SHALL BE LAINLSINI; requirea on Dom sloes or exn coots wan min. size or FA®TENED NO ALL 3 ft. measured in direction of travel by 3 ft. or width of door if THAN 7" O.C. greater, and not lower than 1 '/ 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'/° in. below threshold provided the door does not swing over the landing. FACTORY -BUILT FIREPLACES: Combustion Air Required T-� Hearth Clearances per Manufacturer's Instructions yt r L Tight Fitting Doors Required 12'-11" 10'-11 1/2" /` (Z� (� '-7 1/2" 1'-10" EMERGENCY EGRESS REOUIREMENTS (' '+✓ OO FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44') 5.0 SQUARE FEET + — — J I �' pA �' 2) NET CLEAR OPENING HEIGHT - - \ q) NET CLEAR OPENING WIDTH 20INCHES �JC_.t711�.i "�; IIO.0 24 INCHES 5) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR r ) EMERGENCY ESCAPE BRESCUE OPENING SHALLBE P 0 ,� ERATIONAL FROM THHNSIDE OF THE ROOM WITHOUT V�f1T. o ///��� ITHE USE OF KEYS OR TOOLS — J 1 Fa--- --I1 q'. SMOKE ALARMS SHALL BE INTERCON- /� / l%NECTED AND HARD WIRED IN .SUCH A �'j'I \ 1 • MANNER THAT THE ACTIVATION OF ONE 1 ALARM WILL ACTIVATE ALL ALARMS. II (BEDROOMS, AREAS APPROACHING --e-------- +�-'�'�-' _ I - BEDROOMS, VAULTED CEILING �_ —�-. WITH RISE OF 24" d ON EACH FLOOR) � 11 -0 1 2" 2'- ' `�' "' 13'-1" 2'-g^ EXHAUST FANS 100 CFM kitchen -s 1 / ° 3'-3 1 /27 50 CFM bathrooms &-laundry yaVTeto N 'L'b �1C.Ter-�t0 2 I Ti F- 11,4 It 1/2° N �.�_ �A i� X11RIP_ �i •••l�G,-'�I� nuu"E P:'N S B E 1 L V E E N 91�_.,. DWELLING AN IVATE GAR GE SH LL HAV I� 1) MATERIALS APPR FUI inE HD IR FIRE ESISTIV iv 3 ❑ 5/8' TYPE "X" GYP t I, T 10° V�fJa 31-0 IP" T CONST RUCTION ONT ARAi r IDF % •.-I'l 9'>(yl� q' 2❑1/2'GYP BOARD (I 6OPEN NGS BETWEENE; /E NF HrJ �t,4R SPACE AILING) ; 'p i II II I I� STEELINGDOORS ETWNOT ES I AN I �,B F�FLOOR/ E41NGI n DOORS. S� OR HN EFIRER ORE I �4 'IP#'(Et5 ��lL• 5�:br 2Iftj41' E UIPPEDWITHSDLID it UO�R.,, ON 0MINU FIRE RAI ED a _ rn -0" 20'-1" 2^ 17 7 L__LN J�Crtzgip. ° 8'-0" 20'-8" 14 = U: 42'-0" 16-1 1/2" 4'-0" 2'-7" I N I QI N C c0 O Egress windows openable " 5.7 sq. ft. - 44" sill 8'-10" 0 0 15-41/2" II_ m 4 II' -I" 2!, 0° N 8 O ATTIC __JLIN.rou ACL O 6 N ® n 3 I/2 2'-11" 21-b" T � N � 8'-0" Down _ 13'-41/2" Q VAULT -OPTIONAL BELOA N � _ 13'-01/2" 31/2" 4' 71/2" 2" X RE51DENTIAL TRU55E5 E ess windows openable J5. sq. ft. - 44" sill 2„ 6" ® 24" . G � O 2'-11/2" 3'-51/2" 2'-0" 5'-b 1/2" 3'-8 I/2" IT -1 1/2" EDGE OF ROOF BELOW II' -11/2" I B 7 On Ili_lu �- I OO BEDRM 2 13'-41/2" LINE OF BLD _BELOW EDGE OF ROOF BELOW L 7� FLAN SCALE 1/4" = 1' - O" lel I NDON 1 2'-5 X 2'-0n1:;15L. 2 2'-6 X 5'-O5 2'-6 X 4'--G 4 3'-O X 5'-0 SCHEDULE DSL. HUNG 5 O � 5,-0 X DBL. HUNG c, 21- 4'-0 XX X 2'-8 3'-0 � � 3 5 2'-6 X 6'-8 r 4 L- X L 7� FLAN SCALE 1/4" = 1' - O" lel I NDON 1 2'-5 X 2'-0n1:;15L. 2 2'-6 X 5'-O5 2'-6 X 4'--G 4 3'-O X 5'-0 SCHEDULE DSL. HUNG 5 1'-0 X!51=0 5,-0 X DBL. HUNG 6 07 21- 4'-0 XX X 2'-8 3'-0 6'-8 DBL, HUNG SLIDING 5 2'-6 X 6'-8 SWING 4 L- X 6'-8 SWING 5 2'-6 X 6'-8 PAIR 6 2'-0 X NUTt: SIZES NOTED ABOVE ARE 6ENERIC UNIT DIMENSIONS. DOOR SCHEDULE sm ROOM I 5,-0 X 6'-8 11 SUL. METAL 2 2'-5 X 6'-8 S. C W/ CLOSER 5 2'-6 X 6'-8 SWING 4 2'-4 X 6'-8 SWING 5 2'-6 X 6'-8 PAIR 6 2'-0 X 6'- 8 BI-F•OLD 7 6'-0 X 6'-5 BI -PASS 8 5,-0 X 6'-8 BI -PASS 'e. CQUjP •if�.�. p:TQt�rV� 'Zsr� -1 :�VTToM R f�� v, l t lam) ..... _ �l W. •r I �It' &vX r% -sN �lTi►' -tea c. sy i WLL— I�kA�'N. 2X�U3ll%'P�G� I�l'm�C�.. -D 64 nn HI*b� �l� VAfd �Rl?4P- 1—T wF ill F'� .� N1101.3.1— Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. CEILING: %z" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. t Sq Ft per Attic Ventilation ._. of ventilated with at easy OF, in the ue Portion of roof area. PPer Attic Accessible by 2.2'x 30" .30# felt for ice 'dam protection .. . . ... C;N i a I tow ELECTRICAL KEY ---------- ...... J MEX CONVENIENCE MET MU OMET ABOVE CABINETS ,Et P. WEATHERPROOF MEX WILET MIND FAULT IKIEFIRAPTER MEX WMET HALF -51111C ED MEX OUTLET SPECIAL PURPOSE: MILE] 220 VOLT UITMET WALL SWITCH THREE -MAT MICH 14 FOM -WAY SWITCH CEILING WJIRED INCANDESCENT LIGHT FIXTURE WALL MOUNIED INCANDESCENT LIGHT rixm RECESSED INCANDESCENT LIMIT FIXTURE C. LIGHT FUTURE WITH FuLl CHAIN TRACK LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE EXHAUST FAN EYJMUSI FAM LIGHT COMBINATION ELECTRIC DOW OPERATOR • PROVIDE AM INSTALL LOCALLY CERTIFIED SOME DETECTORS AS REGUIRED IT KAIIOMk FIRE PRDWIOM ASSWAIION WPAI OR As woulre By wvmimo LOCAL CODES. • PROVIDE AM INSTALL ORCIUND FAULT CIRCUIT-INIERRUPTEnS JWIJ AS FlEgUIRED In NATIONAL ELECTRIC CODE INECI OR AS REAMIED BY GOVERNING LOCAL CODES. :Ho Project#: 06-004001 Address: 19225 E 7th FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUg,1EG CYTONS TO FIELD INSPECTION CORRE REVIEVVED FOR CODE COMPLIANCE SPOKANE VALLEY BUING 1VISION %.0 tDoc,