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2004, 11-05 Permit App BLD-04-08127 Set Double WidePERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILDING DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206. Phone: (509)688-0036 Fax: (509)688-0037 STREET ADDRESS: REQUIRED SITE INFORMATION /932o Zai,v ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: / f i55/;))-7 //)/2e4y4,2-r_5. f1%� PERMIT DESCRIPTION:• . •O BUILD ]",ts.G PERMIT . a _CHANGE IN USE • a GRADING URELOCATION 13SIGN }TENANT MANUFACT1TRED HOME OWNER / APPLICANT INFORMATION 0 OWNER: /7/� f� / /L k BL%y� PHONE: (7O9) ?Z9 ? FAX: ADDRESS: 3/1) 4' I[�/D dhrsti/4/'4I2ZZ 511 40 CITY,STATE, ZIP °CONTRACTOR: ilJki/P C.l'WS PHONE: frbe6 9Z-30o3 FAX: ADDRESS:IO (O 5)y-g S p. VI9qf f C! ,STATE, ZIP WA ST CONTRACTOR LICENSE# 0 ® APPLICANT: RC�?,fa,•t/j�144,r hedi,S PHONE: J'S -39IZ{ 3 FAX: 9Z2-6;7 7 7 ADDRESS: /5%/g • Cdvi,./%� %(%/� yr%/3% CITY, STATE, ZIP ARCHITECT: PHONE: FAX: ADDRESS: CITY, STATE, ZIP CONTACT: PERMIT/BUILDtNGi VT%I Ln t, COST OF PROJECT: BUILDING HEIGHT TO PEAK: BUILDING DIMENSIONS: 2.4 ✓X(Al / NUMBER OF STORIES: NUMBER of BEDROOMS: 3 FLANKING SETBACK: FRONT SETBACK: I Z ✓ REAR SETBACK: / IP LEFT SETBACK: 5/ RIGHT SETBACK: �O / 30% SLOPES ON PR OCCUPANCY GROU CONSTRUCTION TYP Pi=RTY: q0N o 2 2O44 FLOOR SQ FT:// 50 OORSQFT: UNFIN BASEMENT: STRUCTURES ON PROPERTY: FINISHED BASEMENT: CRITICAL AREAS: GARAGE: CURRENT PROPERTY SIZE: COVERED DECK: • CURRENT PROPERTY USE: DECK: CURRENT SEPTIC USE: CURRENT WELL USE: IMPERVIOUS SURFACE AREA: MANUFACTURED HOME SIGN WIDTH: ZlU LENGTH: Oil YEAR: 'ZbLS1-7 PIT SET: Yes MANUFACTURER: M3/'6( (� SQ FT OF SIGN: HEIGHT•O'F SIGN: # OF SIGNS: AREA OF EXIST SIGN: TYPE OF SIGN: RELOCATION FIRE SAFETY PREVIOUS ADDRESS: PROPOSED USE: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: FIREWORKS DISPLAY: BLASTING: DATE/TIME: WA STATE NON-RESIDENTIAL ENERGY CODE PLANS EXAMINER: ADDRESS:. • PHONE: FAX: CITY, STATE, ZIP INSPECTOR: PHONE: FAX: ADDRESS: CITY, STATE, ZIP SPECIAL INSPECTIONS ❑ BOLTING EICONCRETE .❑ REINFORCEMENT FIRM NAME: iNSPECTOR(S): PHONE: ❑ WELDING FAX: BUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: ® YES IS PUBLIC WATER AVAILABLE: ❑ YES El NO ' IF YES: El COUNTY CITY • IF YES, WHICH WATER DIST/IRR: IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES ❑ NO IS THE PROPERTY LOCATED. WITHI.N:ASA: YES NO PSSA: ❑ YES [] NO DATE: 1 METHOD OF PAYMENT: 0 ❑ CASH CHECK STAFF: VISA BANKCARD #; EXPIRES.'VIN# AUTHORIZED SIGNATURE. *FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD L 0 r — / Y320 C.o/ 0v Lta'4e i I N AVENUE ADNF DRESS 11 i32 l t- CaAn 4UN ROAD WIDTH FRONT Ca61,18EICS.. REVIEWED a tH - BY v , c- SSW= This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct eepeebentateon or the proposal. All known property lines/dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, ��bedies'bf watd�t/yp/rJee1rtttd� &34I er crii;cal areas. Signed'_/'!�` //%% Dar f1-t1366 ..... s s 0 tit. +�'itcei F 5S Tel J' :s�;Yti�s '=:`-`3-`zF-y-.i s gt"'....Sts" i4=-i:s t.+_. .r_t•:3r }:l �" -�� v x. t: a?t4'iy' =^ '-: iva±.��.i.�e s'Lsr' COLYAR k Eje 1 Y t Zo7" 3 - I9326 ;le iSION AVENUE -zz5/J1/01414 -f- vow.. ..8.1....11w. .e1111+wrr. �..rw.w� .....�w�► .....11.r .w. * *S ID 10 10 t..,. �- .�c...- �� ...j • a�y�*�� 4. t Z �Z�: L ��t l l.S� �` t► lrS'+,.ice •Artt i. • ,77:1 2:41... iii t.: �X SSA ghee N « 0`:«i.de • L a►,,4600V6111X iti-e � 4.aL i t2CSFS S4SSi: �s�F'� 1. ':��[�� :S K-N { Dais 1t -�� V.ry«LCliiia:' ��"1O ! StijTi•..TVT«TD�'D'SC.'�.^.'"�'4iu t • 3'-0' 24'-0' 13' -Cr Nasiiwa PLAN 407 B< 5 425 5�1000 B 13 13- I 7' 11' ru-✓, MAMER O°'1 6AY � I MASit'R BE 22. EEDROO14 p3 l �L 4' WI ': t7L I 6022 EEOROOM p2 DEN bPT. MOppc ROOM Alga WRAP AROUND PORCH 'tlltttitlN\Y 3. 14' S 4250 4200 qW B 0' 14 0' apx. 45b: sg:..ft... • Plus: Front Porch Sale..Price .includes * 3• Bedrooms & 2 Bathrooms and -Morning Room * -Full Front Porch * * Livingroom Tower Dormer * Full -Tape & Textured Walls Rnderns * * Dark Knotty Alder Hardwood Cabinets & Faceframes T/0 Home * * Stainless Steel Appliance Package 22cf Frig Flattop Self Clean Range * Stainless Space -saver Microwave& Stainless Dishwasher * * 2 x:6 Construction * 30# Snow Load * Vinyl Windows T/0 * * vex. 0 f Freeze Proof Water Lines * One Peke Fiberglass Tub/Showers * fin * Ali -Metal Heat:Ducts - Bootedin finder Kitchen & Bathroom Counters * * Gemen.. Fiber Lap'S ding * GredFeck.a orD Rk.n g. &.r.re * P!ace!nt'Xu 4:Nocrat Se,t,p $. Ncrns'':D iLxy Scne.d£11vely },h'.Vtttc'is?pp!y Pie he t eS CLIStO 'Order.of 2004 Ville by.Nee?tta? :nx UnrWd sirte. $3 Saks Pie e .m me= e a = .p+a.. 6+'3a IImeeze. CAM, B 9 4 .9. , 1. 3.. -S (et 'LeLe# ° P %d a. TABLE 4 OOTING DIMENSIONS - LOADS BOTH HALVES Roof Uve Load Soil Capacity (P.S.F.) MULTI WIDE 12'-0" FLOOR OPENINGS IN FEET MULTI WIDE 13c0- FLOOR OPENINGS IN FEET MULTI WIDE 5'-0" FLOOR OPENINGS IN FEET 8 12 16 22.29 8 12 16 21.07 8 12 16 20.16 1000 22X24 24X28 30X30 36X36 22X24 26X32 32X36 36X36 26X30 32X36 40X40 42X42 30 1500 18X20 22X24 24X28 26X32 18X20 22X24 24X28 26X32 22X24 26X30 31X31 36X36 P.S.F. 2000 18X20 16X20 22X24 24X28 18X20 18X20 22X24 24X28 16X22 22X24 26X30 30X30 2500 18X20 18X20 18X20 22X24 18X20 18X20 20X20 22X24 16X18 18X24 24X24 26X30 8 12 16 19.93 8 12 16 18.66 8 12 16 18 1000 24X28 26X32 32X36 36X36 24X28 30X30 32X36 36X36 30X30 37X37 42X42 44X44 40 1500 20X20 24X28 26X32 30X30 20X20 24X28 26X32 30X30 24X28 30X30 36X36 37X37 P.S.F. 2000 18X20 20X20 22X24 24X28 18X20 22X24 24X28 24X28 20X22 24X28 30X30 26X30 2500 18X20 18X20 22X24 22X24 18X20 18X20 22X24 22X24 16X20 22X24 26X30 26X30 8 12 16 21.37 8 12 16 20.50 8 12 16 19.98 1000 NOT: RECOMMENDED-- : _ NOT RECOMMENDED .:.,-, 11-NOT,RECOMMENDED 60 1500 24X28 26X32 32X36 37X37. 24X28 30X30, 32X36 '40X40 30X30 .36X36:,42X42 46X46 P.S.F. 2000 - 22X24 "24X28'."'26X32 32X36 '22X24 24X28 30X30.. .:32X36 • .24X28-,_- 431X34^:^ 26X36 40X40 2500... : 20X20: 22X24 24X28 26X32... 20X20 24X28 26X32 30X30. > 22X24:. 26X30 32X36 36X36 8 12 16.70 8 12 15.98 "8. " 12 14.82 1000 NOT RECOMMENDED NOT RECOMMENDED NOT RECOMMENDED 100 1500 32X36 36X36 40X40 32X36 37X37 40X40 36X36 44X44 49X49 P.S.F. 2000 26X32 32X36 32X36 26X32 32X36 32X36 32X36 40X40 43X43 2500. 24X28 26X32 30X30 24X28 • 26X32 30X30 26X30 36X36 32X36 A separate pler is equired under each half with a minimum beanng length of 16 along marriage Ime. footing and be syn metrically placed on the footing (centered). TABLE 5 rOOTING DIMENSIONS - LOADS ONE HALF Roof Live Load Soil - Capacity (P.S.F.) MULTI WIDE 12'-0" FLOOR OPENINGS IN FEET MULTI WIDE 13'-0" FLOOR OPENINGS IN FEET MULTI WIDE 15'-0" FLOOR OPENINGS IN FEET 8 12 16 22.29 8 12 16 21.07 8 12 16 20.16 1000 16X16 16X22 18X24 24X28 16X16 18X20 22X24 24X28 18X24 24X28 30X30 32X36 30 1500 14X16 14X16 16X18 18X24 14X16 16X16 16X22 18X24 16X18 18X24 22X24 24X28 22X24 P.S.F 2000 14X16 14X16 14X16 14X16 14X16 14X16 16X22 14X16 14X16 14X16 14X16 14X16 16X16 14X16 16X22 16X16 14X16 14X16 16X22 16X16 18X24 16X22 18X24 8 12 . 16 19.93. 8 12 16 . 18.66 8 -...12 _ .16 18 1000 ' 16X18'.`18X24 -:'22X24 24X28 :L:16X22 18X24 24X24.-:24X28 .22X24..C26X30..:31X31... 32X36 40 1500 " "'14X1'6' 16X18 ' .16X22 18X24• 14X16 16X18 18X24• 418X241 16X22•(«22X24•. . 24X28 26X30 24X24 P.S.F. .'2000 2500'. "1'4X16' '14X16 .14X16I '14X16 16X18 14X16 16X22:. 16X16• 14X16 14X16 14X16 14X16 16X18 14X16 -16X22. "16X18. 1EX16.;:18X20- 14X16 16X18 22X24 :.16X22 18X24 8 12 16 21.37 8 12 16 20.50 8 12 16 19.98 1000 22X24 24X28 30X30 31X31 22X24 24X28 30X30 31X31 24X28 32X36 37X37 42X42 32X36 60 1500 16X22 18X24 22X24 24X28 16X22 22X24 24X24 26X30 22X24 24X28 30X30 30X30 P.S.F. 2000 16X16. 14X16 16X22 16X16 18X24 16X22 22X24 18X24 16X16 14X16 16X22 16X18 18X24 16X22 22X24 18X24 16X22 16X18 22X24 18X24 24X28 24X24 24X28 8 12 16.70 8 12 15.98 8 12 14.82 1000 26X30 31X31 31X31 26X30 31X31 31X31 32X36 40X40 44X44 36X36 100 1500 22X24 24X28 26X30 22X24 26X30 26X30 26X30 32X36 P.S.F. 2000 2500 16X22 16X18 22X24 , 18X24. 24X24 20X22 18X24 16X22 22X24 18X24 24X24 22X24 22X24 18X24 26X30 24X28 33X31 26X30 39 FIGURE 1 SUPPORTS FOR TYPICAL SINGLE OPENINGS IN MARRIAGE WALL Moo15vuck. Me age Wall, Wall Op.Mnd e' • 0" enE L✓gerl FIMr Su ic,ure WENS • me0e neat Sun ,. E E II r µ— Me II se . _ W II OPo 0 —Y N'.0' Brwgep Floor Structure Stare FIGURE 2 SUPPORTS FOR TWO ADJACENT OPENINGS IN MARRIAGE WALL It — `osi0' Wa",LP,Y Well opinlno p'.0' end Laroep M Iww w II OS la (4'•o'mid 1mpm) Floor Soucrv.e II Elms Slabs or Runners Continuous footings or "runners" and full concrete slabs provide greater flexibility in pier placement and better load distribution to the soil than individual foot- ings. Full slabs also serve as excellent moisture barri- ers which protect the home from moisture retained by the soil. It is recommended that runners and slabs be reinforced with one #3 steel reinforcing rod per foot of width or 6 x 6 6-gauge welded wire fabric. Poured reinforced slabs or runners should have a minimum thickness of four inches. The concrete should have a minimum 28 day compressive strength of not less than 2,000 pounds per square inch. Minimum width of runners is 24 inches, with spacing between runners determined by the distance between the I -beams. The center -line of the runners should line up with the center -line of the I -beams to properly distribute the load. If a solid slab is to be used, approved "dead man" anchors, or eye bolts, should be set securely in the wet concrete in preparation for installation of the tie - down system. Refer to section on "Tie -Down Sys- tems" for required anchor locations. Sooting, 1•,11111),,,,,♦,,,,i F,R at 10."'f I F f Tf J" /1 • /J No. STATE OF • ette,TEREi 0 ,,'fq/NIt1111E1n To summarize, the best type of footings fora specific home installation can be determined only after final site selection and all contributing factors have been considered. Local building officials, or a professional engineer, will be able to offer valuable guidance in the selection and design of footings. Pier Design There are many acceptable pier designs which will provide adequate support for a solid installation. Pri- mary support piers centered on footings are located under the main I -beams toward each end and are spaced as specified in Table 2, Table 3 and Table 4. Sectional homes require additional support piers at all concentrated load points along the centerline as previously indicated on Table 4. When there are two acljacent wall openings at the marriage line, the foot- ing area underneath the center wall may be increased to equal the sum of the footing areas required for each opening separately, however a pier support is still required on each half. 40 FIGURE 5 TYPICAL PIER LOCATIONS FOR SINGLEWIDE HOMES Support Required Under Each Side of Exterior Doors and Each Typical All End of Sideman Openings T yP Over 4 Ft., Including Bay Windows / Four Corners if -1 u u U u uu u u u ❑ Oy ❑ ■ u 0 u U �u •--- -ID- - . ' � - --try�-� Wheel/Axle Area --1 j -II-- -•- -6-- -11- - -a I O.C. Max. I Frame 1-Beams i 4-- --I. n n n n n n n n n n n n n n n n n I S ItStandard Pier Locations 0 Additional Pier Locations ame Half Frame Spacing In Order To Maintain Proper I -Beam 8'0" O.C.-Tape & Texture (Ceiling & Wall Areas Only) Per Table Spacing Axles May Have To 60 Lb. or 100 Lb. Roof See Table 3 Be Removed Sectional Homes Sectional home footings and piers are to be spaced openings four feet wide, or wider. Refer to Table 4, under each frame I-beam as shown in Figure 6 (see Figure 1, and Figure 2. also "Pier Placement"). Additional footings and If perimeter supports are specified on the Data Plate, piers are required along home marriage line for sup Table 3 is applicable for footing and pier spacings. port of concentrated loads on each side of wall i 0 •eRTF cq';„Fs'o FIGURE 6 ' = No.2195E ago. TYPICAL PIER LOCATIONS FOR SECTIONAL HOMES -se f ov52,4g, i' 7z ' F FC OR f9 : �41 � 4STFRED OT.,: , Typical All Four Corners o 3 / u g Same As Above • • • u u u u u u • • • ... • • • • • a' / / / T - -® - --II- -411---- 8 Wheel/Axle Area -O./ -®. Typical At Marriage Line ter-- ____41- O.C. Max. Frame I -Beams of 41-- --II - -- -�- - - -411- / / L • • • • • • • • • ❑ 0 0 0 0 0 0 MI Marriage Line -a- Required Supports Under Marriage Wall Openings -41--114-&-1. a-- -a-- - / i / yla -a-- -m- Y -4111- • • • • ■ • • • n n n n n n n n • ■ Standard Pier Locations ❑ Additional Pier Locations One Half In Order To Maintain Proper I -Beam 8'0" O.C.- Tape & Texture (Ceiling & Wall Areas Only) Frame Spacing Spacing Axles May Have To 60 Lb. or 100 Lb. Roof See Table 3 Per Table Be Removed of 3 4Z Pier Construction 1. MANUFACTURED PIERS OR JACKS — Many types and sizes are commercially available. The advantage of using manufactured piers is the speed and ease with which they can be installed. Most manufactured piers come with adjustable risers, which greatly simplify the leveling pro- cess. When selecting piers, make sure that they are listed for the intended use by a nationally rec- ognized testing laboratory, for a capacity of five tons, and are of sufficient height so that adjusta- ble risers do not need to extend more than two to three inches. These piers are not to be used for double wide marriage wall applications unless the contact pad is a saddle configuration capable of holding 4x4 lumber to support the floor rail and multiple floor joists. FIGURE 3 TYPICAL MANUFACTURED PIER NOTE: Pier must remain adjustable. 4_-__ Contact Pad - Configuration Varies L Adjustable Riser Body Metal or Concrete Footings 2. SITE BUILT PIERS — The most common method of constructing piers on site is with con- crete blocks. The advantages of this method are economy and availability. Minimum requirements for this type of pier are as follows: ▪ Frame piers 36 inches in height, or less may be single tier construction composed of 8" x 8" x 16" open cell concrete blocks con- forming to ASTM C 90-70. Blocks should be capped with 2" x 8" x 16" wood or solid con- crete block cap(s).Blocks must be set with the openings vertical. ® If frame piers exceed 36" in height, the design must be approved by a registered, professional engineer, or architect. Leveling for site built piers is accomplished by the use of wood shims driven tight between the I -beams and the pier cap when required. Tapered shims should not occupy more than one inch of vertical space and be a minimum of 4" wide and 6" long. Regardless of the type of pier used, the floor joists must not be within 18" of the ground. FIGURE 4 TYPICAL SITE -BUILT PIERS Frame I -Beam Wood Shims Pier Cap Concrete Blocks Footing Piers Over 30' I. JAN 301995 Frame I -Bea Wood Shims Pier Cap Concrete Blocks JUL 311995 Pier Placement Footings and piers are to be spaced as required under each frame I-beam to adequately support ac- tual home weight, weight of contents and design live loads. The spacing must not exceed 6 feet on center and may not need to be closer depending upon variable soil bearing values, loading conditions and footing sizes. Refer to Table 2 and Table 3 shown previously for pier spacing requirements. Supports positioned as outlined in Figure 5 are to start no fur- ther than than one-half the span on Table 2 or Table 3 from front and rear ends of the home. When such supports are installed, be sure to provide suitable means for distribution of support bearing to several transverse floor joists to prevent over -stressing struc- tural members. If a continuous footing pad or slab is used with perimeter supports (see Figure 5 and Figure 6), ALL support piers must be located on the continuous side. 41