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2006, 06-29 Permit App 06002546 Set MHProject Number: 06002546 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 6/29/2006 Page 1 of 2 Permit Use: SET NEW MANUFACTURED HOME, SKYLINE ON SEWER Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Contact: RICHARD MASON Address: 15918 E CAMERON CT C - S - Z: VERADALE, WA 99037 Phone: (509) 953-3923 Group Name: Project Name: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: SiteAddress: 19411 E COLYAR LN Location:: CSV Zoning: UR-7 Urban Residential-7 Water District: Lot: Owner: Name: HOMES, CLAYTON Address: 15906 E SPRAGUE AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: - Review Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: _ Sewer Review Permits: Released By: Contractor: NORTHWEST MFG HOME Address: PO BOX 3503 HAYDEN, ID 83835 Item Description INSPECTION FEE Manufactured Home Firm: NORTHWEST MFG HOME SERVI Phone: (208) 772-8469 Units Unit Desc 2 # SECTIONS Fee Amount $100.00 Permit Total Fees: $100.00 Operator: AMB Printed By: AMB Print Date: 6/29/2006 Project Number: 06002546 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Permit Type Manufactured Home Fee Amount Invoice Amount Amount Paid Amount Owinc $100.00 $100.00 $0.00 $100.00 $100.00 $100.00 $0.00 $100.00 Date: 6/29/2006 Page 2 of 2 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: 6/29/2006 Permit Center *Oka' to11707 11707 nE S r sue A L 0t LE Vn .00,01;Va11e (S50o)68eV-0all 03e6y,FWr99)688-0070 Community Development www.spokanevalley.�drg JUN 28 Manufactured Home[3. 4-U Permit Application OTHER PERMIT NUMBER:L PERMIT FEE:A vtO SITE ADDRESS: 19/// 6/Qitahe ASSESSORS PARCEL NO: 550 S3,_ o%(po/ LEGAL DESCRIPTION: /7755/oh /)%// Building Owner: JJ// Name: .k,yi ry"' / ,7,ie,s Address: / 5 1.)/6 cj„�C� ;/l /e City:�j'nv llq, /.• 1/��f4 tate: 4 Zip. 9g0.37 Phone:J' ow) v /- 99, Fax: (7r T) eV - 9.30o Contact Person' erson Name: /76y1 / So1i1 Phone: (5-66/) / 5-3 -3 2.:j Contractor- Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: -fZl� Exp Date: - /!a 27 City Business Lic. No: No ✓1 h AI N-CL A' 6Z Describe the scope of work in detail: 5�7/ ffr�� �/i /j�ej , % MANUFACTURED HOME Width: Length: .5to / Year: ZGo&, Pit Set: yes Sewer: Manufacture: s'l Previous Address: Proposed Use: 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. Method of Payment 0 Cash Bankcard #: Authorized Signature: REVISED 8/23/2005 ❑ Check ❑ Mastercard Expires: Date o/20/ ❑ VISA VIN#: 3 •ti pm: TRACT Q) f Csucs-f' f etyk_itei 1 N. 64 61 R7 ltrQ . • 1 f 2'tesff 1/' „ or teN c ' • will I flcL4UINtmENTS (font Pier Spacing Under Main I -Beams (Ft.) v 6 v 8 9 10 WI. Per Foot See Note S NOTES: 20' WIDE HOMES Pier Load (Lbs) 20 PSF Roof Zone 1810 2270 2720 3170 3630 4080 4540 lial Pier Load (Lbs) 30 PSF Roof Zone 2060 2580 3100 3610 4130 4640 5160 TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES Pier Load (Lbs) 40 PSF Roof Zone 2170 2710 3260 3800 4340 4880 5420 24' WIDE HOMES Pier Load (Lbs) 20 PSF Roof Zone 2100 2630 3150 3680 4200 4730 5250 Pier Load (Lbs) 30 PSF Roof Zone 2390 2980 3580 4180 4770 5370 5970 Pier Load (Lbs) 40 PSF Roof Zone 2560 3190 3830 4470 5110 5750 6380 Ilia 26' & 28' WIDE HOMES Pier Load (Lbs) 20 PSF Roof Zone 2360 2950 3540 4130 4720 5310 5900 590 Pier Load (Lbs) 30 PSF Roof Zone 2630 3350 4020 4690 5360 6030 6700 670 Pier Load (Lbs) 40 PSF Roof Zone 2940 3670 4410 5140 5880 6610 7340 734 32' Pier Lc (Lbs 20 PS Roof Zone 2680 3350 4020 4690 5360 II 6700 6700 670 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The foc loads are minimum required for the applicable conditions. The footing shall not be smaller than the pier it square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each may be used to determine support requirements. For example: if the distances to the adjacent supports W the average spacing would be 7'-0". I 6'-0" 3. I 8' 0" Pier A Pier B The average spacing for pier B would be (6 + 8) / 2 = 7 ft., 4. Concentrated Toads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each is carrying to determine the required capacity of that pier. 14 Pier C therefore, pier B would be designed for 7 ft. pier: main I-beam is carrying. Multiply this number by b I ANDARD TIE -DOWN DETAILS •••O`PEV TtC�G,,•.,,, z • `� ,.. ,�ip�STpR� 9G . H TABLE 6 7f `_ "•••��1�w oW F : a i * ( 19600312 e m LU = K� 34.0, wx . "J. . STATE OF h i w SEE NOTE u1 STRAP ANGLE STRAP ANGL ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL BOTH STRAPS. ' (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE F STRAP ANGLE INSTALL Sl 6'-8 5,-4„ 4'-0" FOR E SING SEE TABLE F STRAP AN( STRAP ANGLE ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) DOURD LE -WIDE USE 24'WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES SEE N WIND ZONE 11 WIDTH MIN. & MAX. WIND ZOI ELEVATION MIN. & MAX. MIN. & MAX. 12 14"TO IO DIAGONAL STRAP ANGLE ELEVATION DIA 14 14' TO 25" 25° TO 40° 14" TO 26" 12' SHED ROOF 25.2"T720.5TO 40° 14'SHED ROOF 23.4"TO 38.4" 41°TO 50° 25.2"TO 38.4" 16 16" TO 36" 36° TO 50° 23.4" TO 38.4" 18' 16 TO 36" 20.5° TO 40° 15.5"TO 38" 20' OR 22' • 20' 12"TO 15" 20.5° TO 40° 19" TO 47" 24' 12" TO 15" 34° TO 40° 12" TO 16" 28 24.5° TO 40° 12"TO 23.5" 32' 12" TO 23.5" 23° TO 40° 16'SHED ROOF 12"TO33" 16.6°TO39.3° 12"TO25.5" 21"TO27.5" 25.9°TO32.4°. 211 TO275" NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & OTHER SETUP INFORMATION. REFER TO SF('MAN MANUAL 2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE A) THE MINIMUM ANCHOR CAPACITY REQUIRED; B) CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO 1 BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALL,; IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE F INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIi BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3) ANCHORS RATED 0 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACIN @ WIND ZONE II AND 4'-6" 0 WIND ZONE III, STRAPS AND ANCHORS MAY BE INSTALLED 4'-0" O.C. ON SHED ROOF SINGI ANCHORS RATED 0 3150#. 4) TCENTERLINE STRAPS HE A-B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIE 5) STANDARD TIE DOWN DETAILSO ANCHORS.OUND ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES 0 WIND ZONE II & III. 30 SKYI fUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAMS vvvtvi.a.- v v it/ G nv1VIG0 Span Between Columns (Ft.) See notes 20' WIDE HOMES 24' WIDE HOMES 26' & 28' WIDE HOMES 32' WIDE (- Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load Pier Load (Lbs) 20 PSF Roof Zone Pier Lo (Lbs 30 PS Root ZonE (Lbs) 40 PSF Roof Zone (Lbs) 40 PSF Roof Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 180Q 3000 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 16 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 4050 5400 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 4500 6000 24 3600 4800 6000 4320 5760 7200 5040 6720 8400 5400 7200 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINE Floor joists 4x4 bock, 4" longer than joist spacing. Installed such that it Spans joists on either side of door jamb. .Unit sidewall Typical door or window opening -Width varies - see table below. Typical Pier Pier installed when joist s not nder door jamb. Pler i stalled when jol t is u der doorjamb. See note 6: • Unit sidewall SECT10N A -A' Floor joists Typical Pier 48" OPENING 78.5" MAX. OPENING v 108" MAX. OPENING 121" MAX. 0 Nominal Unit Width (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Loa (Lbs) 30 PSF Roof Zone 12 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1780 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 24 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 28 540 700 860 880 1140 1400 1210 1570 1930 1350 1750 32 590 760 940 950 1240 1530 1310 1710 2110 1470 1910 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then sett max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18', or 32', then setback may be 10" max. �„ 7) For piers between multiple ooeninns rn c. thlne.1u fn. ..-.,-k ._ _-..,_ .. . ..