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20160298 Permit Pkg 08162016City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: MIKE MALAN Address: PO BOX 747 YELM WA 98597 Property Information: Site Address: ir%nq YFI M AVF W 18 Assessor Parcel No.: Contractor Information: Name: MIKE MALAN Address: PO BOX 747 YELM WA 98597 Subdivision: Contractor License No.: Expires Permit No.: 20160298 Issue Date: 8/16/2016 (Work must be completed within 180 days) Phone: Owner: MIKE MALAN Phone: Project Information: Project: BUILDING Description of Work: REPLACE SINGLE WIDE WITH NEW 30 x 64 DOUBLE WIDE Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Lot: Item Contractor Fees BUILDING MIKE MALAN $ 325.75 MECHANICAL MIKE MALAN $ 29.50 PLUMBING MIKE MALAN $ 27.00 TOTAL FEES: $ 382.25 Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the State of Whington. /f Signature.Z ^4%2'" Date Firm OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City► of Mm (36 ij 458 -3244 REC #: 00241324 8/16/2016 10 :28 AM OPER: CO TERM: 001 REF #: 5733 PAID BY: TRAM: 33.0000 BUILDING PERMITS 20160298 382.2cCR MALAN, MIKE 1502 YELM AVE W 18 E +LDG 325.7E CR MECH 29.5(CR PL 27.0(CR TENDERED: 382.25 (HECK APPLIED: 382.25— CHANGE: 99ypl.3 -1670 CITY OF YELM /1C� RESIDENTIAL BUILDING PERMIT APPLICATION FORM p _o ICJ Project Add re : 1� �wl �-+of S Parcel #: Subdivision_ SLA ri SY Lot #: _It Plan #: Zoning: New Construction u Re -Model / Re -Roof / Addition a Home Occupation Sign Plumbing n Mechanical Fl Mobile/ Manufactured Home lac m�e� "411- n Other n Project Description /Scope of Work: QM Wk I *e "j4C � f�ep o � dr Project Value: on Buildinq Area (sq. ft) 1s` Floor 2 "d Floor Td Floor Garage -2 car 3 car Covered Patio Covered Porch Patio Deck # Bedrooms_ # Bathrooms_ Heating: GAS /OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? ff yes, a completed environmental checklist must accompany permit application. BUILDING CITY ATE(Wlk ZIP ARCHITECT /ENGINEER LICENSE # ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR ADDR SS WSW 104) CIT-V STA CONTRACTOR'S LICENSE EMAIL EXP DATE*L?-'ITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the ci Yelm. Applicant's Signature Date Owner / Contractor / Owner's Agent / Contractor's Agent (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is "n"', within 180 days of issuance, or if work is suspended or abandoned for a pert 105 Yelm Avenue West (36 4 .835 (360) 458-3144 FAX Yelm, WA 98597 www.ci.ye1rmwa.us ° 04 ego' iuL 13 z016 r, BY- -------------- - - - - -- 3 FROM FAX ND. -- Nov. 13 2013 10 :2E M P3 - u -4771 CIO IL 'S Ilk. �t Z tt a':x dQ E6 8-0 U V -�-a � d Z Sy < o m O lu x � dt 0 OL d tu m - w'S cl zs t.. on %J V V lil It��_6 os r. L" aC - w- go tn { �xc�Q o 7 it K v1-t�i �A•t ► cam' <2� I• —Z_ y Q A2 PZ _ upi� Sam �• K x � z a °sue � �0 Cll CL a pa i m coo — �_ � /� A' qn b, Y CL t N OL v z r! ►u �-` it ~ F uj J is w Install Footings i 1624 1828 1 1420 1624 1828 1981 J-T?�'aocrj co I 1420 1400 1760 1624 1828 1520 1640 2000 2240 1981 1420 1730 1680 2420 2160 1624 1840 2480 1828 1981 2000 2120 28W 3040 1420 1624 1828 1981 1420 1624 1828 1981 j 1960 2160 2360 2510 2520 2800 3080 3290 2560 2960 3360 3660 3360 3920 4480 4900 5630 1930 1900 2440 2236 2080 2800 2542 2260 3160 2772 2395 3430 1930 2236 2542 2772 1930 2236 2542 2772 1930 2236 2542 2772 2320 2560 2800 2980 2740 3040 3340 3565 35W 4000 4420 4735 3040 3520 4000 4360 3640 4240 4840 5290 4840 5680 6520 7150 = 2440 2400 3120 2848 2640 3600 3256 2880 4080 3562 3060 4440 2440 2848 3256 3562 2440 2848 3256 3562 2440 2848 3256 3562 2960 3280 3600 3840 3520 3920 4320 4620 4640 52W 5760 6180 3920 4560 52W 5680 4720 5520 6320 6920 6320 7440 8560 9400 8245 to 2950 46 30 3970 4353 2950 3460 3970 4353_ 2950 3460 3970 4353 2950 3460 3970 4353 1420 1624 1828 1981 1420 1624 1828 1981 1420 1624 1828 1981 3080 3440 3800 4070 3640 4080 4520 4850 4200 4720 5240 5630 4160 4880 5600 6140 4960 5840 6720 7380 5760 68W 7840 8620 1930 2236 2542 2772 1930 2236 2542 2772 1930 2236 2542 2772 4420 4960 5500 5905 5260 5920 6580 7075 6100 6880 7660 8245 6040 7120 8200 9010 7240 8560 9880 10870 8440 10000 11560 12730 2440 2848 3256 3562 2440 2848 3256 3562 2440 8000 2848 9040 3256 loo8o 3562 10860 5760 6480 7200 7740 6880 7760 8640 9300 7920 9360 108W 11880 9520 11280 13040 14360 11120 13200 15280 16840 2950 3460 3970 4353 2950 3460 3970 4353 2950 3460 3970 4353 itiilflt 1-5 1560 o�-' mC�vioo, 1, 7 S i )n'tc ho Cie, 14- STEP 4. SELECT FOOTING MATERIAL Select one of the products and materials from Table 8 for the footings. TABLE 8. FOOTING MATERIALS � r AGRICU Minimum 6' thick poured -in -place concrete pads, slabs, or ribbons with at least a concrete All soil types 28 day compressive strength of 3,000 psi. Cast4n -place concrete footings may also require reinforcing steel based on acceptable engineering practice, the design Toads, and site specific sal conditions. t `f•rvr Minimum 4' thick nominal precast concrete pads meeting or exceeding ASTM C 90 -02a, Standard Specification for Load Bearing Concrete Masonry Units, wittXXA Owz i 3 reinforcement, with at least a 28 day compressive strength of 1,200 psi i Use in accordance with the pad manufacturer's instructions. Must be certified for plastic Stable sails use in the soil classification at the site, listed or labeled for the required load capac- ity. Consult Proprietary systems tur system manuFac- Consult system manufacturer 30 pr. S. 2013711:05A14. -- -- No.4'021 P. 13 <;.•.::..,.� jl Diagonal and vertical ties 1 _ All anchoring parts must be certified to a 4,725 -pound capacity. 2. The ground anchors musi be sized In accordance with the direction of the load and the type of soil. 3. The ground anchors' augers must be installed below the frost line_ 4_ Ground anchors may be installed vertically if either a 1Q -inch x 18 -inch (at a minimum) concrete collar or an approved metal �;tabiiizing device is installed. Figure 5 -4 -- Proper alignment of straps and anchors b 4 yf f- t a 01/06/2013 04:54 FAX p • Oi�^' V F&" R]i+p