Loading...
20160309 Permit Pkg 09072016City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 1315 YELM AVE W Assessor Parcel No.: 21724210500 Subdivision: N/A Contractor Information: Permit No.: 20160309 Issue Date: 9/07/2016 (Work must be completed within 180 days) Phone: 360- 458 -1900 Owner: TYPE CURRENT OWNER NAME Name: YELM COMMUNITY SCHOOLS Phone: Address: P.O. BOX 476 YELM WA 98597 Contractor License No.: Expires: 0 /00 /0000 Project Information: Project: BUILDING Description of Work: ADD DOUBLE CLASSROOM PORTABLE BLDG #3 Sq. Ft. per floor: First Heat Type (Electric, Gas, Other) Second Third Garage Basement Fees: Item BUILDING Contractor YELM COMMUNITY SCHOOLS TOTAL FEES: Applicant's Affidavit: I certify t at I have read and examined the information contained within the application and know the same to be trul and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm reg Iations inc se governing zoning and land subdivision, and in addition, all covenants. easements and re rictions of cord. If applying as a contractor, I further certify that I am currently registered�in the t teo�off�Wash gton. Sianature /V• Y AA^�/ —14131 Date q' O Firm 11 ( i Lot: N/A Fees $ 1,647.00 $ 1,647.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City of Mi (36 i) 458 -3244 RECD': 00242821 9/07/2016 12:08 PM OPER: CO TERM: 001 REFA: 70500618 PAID BY: TRAM: 33.0000 BUILDING PERMITS 20160308 150.0OCR YELM COMMUNITY SCHOCLS 1315 YELM AVE W BLDG 150.0OCR TRAM: 33.0000 BUILDING PERMIT'S 20160309 1,647.00CR YELM COMMUNITY SCHOOLS 1315 YELM AVE W BLDG 1,647.0OCR TENDERED: 1,797.00 CHECK APPLIED: 1,797.00- CHANGE: 0.00 V CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: 1315 Yelm Ave W Parcel #: 21724210500 Zoning; ID Current Use: N Proposed Use: Educational "New Construction ❑ Re -Model / Re -Roof / Tenant Improvement Plumbing ❑ Mechanical ❑ Fire Prevent/Suppress /Alarm ❑ Other Project Description /Scope of Work: Add double classroom modular building _43 Project Value: $150.000.00 Building Area (sq. ft) Parking Garage 1st Floor 1792 2nd Floor 3rd Floor, Building Height 14'6" Are there any environmentally sensitive areas located on the parcel? _ completed environmental checklist must accompany permit application. $[aLDING OWNR/TENANT NAME: Yelm Community Schools ADDRESS POBOX476 EMAIL CITY Yelm STATE WA ZIP 98597 TELEPHONE 360 -458 -1900 ARCHITECT /ENGINEIr Ken Rasmussen LICENSE # WA21543 ADDRESS EMAIL CITY STATE ZIP TELEPHONE 1-. - 882 -1422 GENERAL CONTi ACTOR Modern Building Systems TELEPHONE 1- 800-682 -1422 ADDRESS 9493 Porter RD EMAIL CITY Aumsville STATE OR ZIP 97325 FAX -749 -4650 CONTRACTOR'S LICENSE # MODERBS272KC EXP DATE 12 -13ITY LICENSE # PLUMBING CONTF,ACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MEC ;AMICALFC ©NTRACTOF2 TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). If yes, a I 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 City of Yelm. .y Applicant's 84 gnature Date Owner/ Contractor/ Owner's Agent/ Contractor's Agent/ Tenant (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Ave W Yelm, WA 98597 (360) 458 -3835 (360) 458 -3144 FAX www.ci.yelm.wa.us I 0 m t N Z a C � N 8830'01" W roll \e SITE INFORMATION: EXISTING SCHOOL = 162.352 S.F. W 4 E %LSTING PORTABLES = 16.813 S.F. PROPOSED: Z 4 Z Z - I ra a.sas -- cm WZw ��° ='! fir= 9_r§� cv.w Z Q CL W f— I Q �CC C 47 } _A O U h OC O I `v+ m j Q H 0.4 (V 06 CL Z J LQ O� L = h U} 2 � _ ;_ 2 O U J E W � G 4 I I i Project: 201549 /. "1 Z Drawn: BT 1 ti Sheet: SITE PLAN 1 NORTH e o0 SCALE: I "= 40' -0" Z YE IM HIGH SCHOOL 'N J a 1315 YELM AVE. YELM, WA 98597 L.L-I c ; 1 mo ZONING -10 (INSTITUTIONAL DISTRICT) U u PARCEL NUMBER: 21724210500 , ^ C v o�_ U § LEGEND EXISTING BUILDINGS ® • m m - MODULAR BUILDING. 5376 S.F. N s \e SITE INFORMATION: EXISTING SCHOOL = 162.352 S.F. W 4 E %LSTING PORTABLES = 16.813 S.F. PROPOSED: Z 4 Z Z - I ra a.sas -- cm WZw ��° ='! fir= 9_r§� cv.w Z Q CL W f— I Q �CC C 47 } _A O U h OC O I `v+ m j Q H 0.4 (V 06 CL Z J LQ O� L = h U} 2 � _ ;_ 2 O U J E W � G 4 I I i Project: 201549 /. "1 Z Drawn: BT 1 ti Sheet: SITE PLAN 1 NORTH e o0 SCALE: I "= 40' -0" 1 2 �3 sa' -a 32' -a 32' -0" 4' -0" rt 4' -0" � 4' rt � � Ct 4' `t 4' ct � �t � � �t � -0" -0• -0" 4' -0" 4' -0" 4' -0• 4' -0" 4' -0" 4._0. 4._0. 4._0. 4._0. 4._D. 4._0. A tD 4x8 DF #2 I 4x8 DF #2 o � s -o• � s• - o• � s• -a• � s' -a � s• -a � 6- 10- � s• -o• � s• -o^ � s• -a � s' -o• � s -o• B �N 2) 1-1/2" x _ _ � 7 � 1/4" LVL 2 3 S 4.0 S 4.1 � `D 1 0 4x8 DF #2 S 4.1 4x8 OF #2 • TIE -DOWN STRAP TYP. 2 P.T. 2 x 4 x 2' -0" L. W/ #5 x 1'-6" AT (18) PLACES � DRIVE PIN -TYP. 1 4 4 Z (�1 FOUNDATION PLAN s'rONI'll yO� 4 3/16" = 1' -0" REV. DESCRIPTION DATE BY REUSE OFDD�NS - SHEET FOUNDATION PLAN JOB" 2015 -DH -59 THIS DOCUMEW MD THE IDEAS AND DESIGNS INCORPORATED HEREN ARE THE PROPERTY OF MODEM II DWG ... � 'y`7gfa PROJ. 2$'x64' MODULAR CLASSROOM SHEET # SYSTEMS H AND ARE NOT TOSS USED W WHOLE OR RI PART FOR ANY OTHER USE ORPROAT MIR7iDUT RITTEN WRITTEN AtRliDRtZATKkI, lg@tgHE ISWI TRG -IM. F�(50.1) T1iiYA v.a eox R.o.ww FORreR .O KCDA - BREWSTER SD ,AUrsnue, o"erm ®.AttOpiN OMlDf1G SYSt9.; PoG ]W 6 ADDRESS 503 SOUTH 7TH STREET. BREWSTER, WA DRW TS DATE 7/27115 Z W/ #5 x 1'-6" AT (18) PLACES � DRIVE PIN -TYP. 1 4 4 Z ■ 1 iv S4.3 c� _I— m v O m w 2 z 2 CL CD 2r-42— TYP. FLOOR ASSEMBLY • SUBFLOOR (AIR BARRIER) • FLOORJOISTS • INSULATION • BOTTOM CLOSURE B 3 TYP. ROOF ASSEMBLY LS 4.3 ROOFING • SHEATHING (AIR BARRIER) RAFTERS • INSULATION W/ BLKS • BOTTOM CLOSURE m I CLASSROOM B I x w x z z w U 0 co A Roof /Plate n 8'- 11/8" V TYP. WALL ASSEMBLY • SIDING • STUDS • INSULATION WBLKS • INTERIOR FINISH (AIR BARRIER) Fin. - Floorn a – _ � mw N � LL NOTES: PER 0402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE n BUILDING SECTION TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT ' 3/8" - 1'-0" EXCEED 0.40 CFM/SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL Rgs THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE V F•5yA G =��cys, a UUCn & ACROSS THE JOINTS &ASSEMBLIES. JOINTS &SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES & CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER & PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A o j asr MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS & LOCATION S` IOYAL �6 REV. DESCRIPTION DATE BY .s %'= -" SHEET BUILDING SECTIONS JOB# 2015 -DH -59 TF113 DocuMFxr AND THE IDEAS AND � . DESK INCORPORATED NFREH ARE 28'X64' MODULAR CLASSROOM THE PROPERTY OF MODERH auumG ,:aW.,_,.^ g_, _.'.. �.. _� PROJ. SHEET# SYSTEMS INC. MD ARE NOT TO BE .. ........' USED NWHOLE PART FOR ANY O E ORPROJECT WITHOUT W RITTEN AUTgRPAT10 {) KCDA - BREWSTER SD S3.0 "O 110.19]0 P.Q BOft 110.0193 PIXR9i PO.O.NM6Y,LLE (R Wffi o.°�`ao�rlBl°D"xuN9 Ps, e�:wc.mliev°iids"°'m" ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA Dom' TS DATE 7/27/15 FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS: ROOF DEAD LOAD 12 PSF ROOF SNOW LOAD 35 PSF FLOOR DEAD LOAD 10 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD Lambda = 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST- EXP B SEISMIC FOUNDATION SYSTEM: Ss = 1.500 Fa = 1.000 Sds =1.000 OCCUPANCY CATEGORY II le = 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D ALLOWABLE 1500 ON SOIL BEARING CAPACITY 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO.2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD Ut, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. 5 VENT CRAWL SPACE w/ (6) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12 ". 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY L & I, EXCEPT FOR THE SUITABILITY OF THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL WEDGE/SHIM O O 19/32" DURATEMP W/ UJ 0 8d AT 6" & 12" O.C. 0 Lu W 2 x 4 BACKING AT 0 z� _ 24" O.C. W/ (6) 12d � z CONT. P.T. 2 x 8 — io 2 x 4 BACKING AT 0 z� 12d AT 6" O.C. z _ AT2x4 EXISTING �= ASPHALT -TYP. P.T. 2 x 4 x 2' -0" L W/ #5 x 1'-6" DRIVE PIN - TYP. DESCRIPTION 19/32' DURATEMP W/ LO 8d AT 6"& 12" O.C. 0 w0 03: 00 w W 2 x 4 BACKING AT 0 z� _ 24" O.C. W/ (6) 12d z CONT. P.T. 2 x 8 — io � _ (3) ROWS OF 12d _ AT 4" O.C. DESCRIPTION DATE BY REUSE OF DOCUTAEHIS THIS DOCUMENT AND THE IDEAS AND f HEREIN ARE TH INCORPORATED BU1LdNG _ SYSTEMS WC. AND ARE NOT TO BE USED II WHOLE OR I/ PMT FOR ANY OTHER USE OR PROTECT WRHOUT (2) 95 x 1' -0" DRIVE PINS _ EA. END - TYP. n SIDEWALL FOOTING QJ 3/4"= 1' -O" SIMPSON CS18 W/ (4) NIUS EA. END - (2) STRAPS TOTAL AT BOTH TOP & BOTTOM 7T 4x8POST 4 x4 POST P.T. 6 x 8 x 1' -3' L FLAT (3) 12d TOE NAIL - TYP. EACH SIDE (2) P.T. 6 x 8 x 5' -W L FLAT 3/4" = 1'-O" SHEET FOUNDATION NOTES & DETAILS PROJ. 28'x 64' MODULAR CLASSROOM KCDA - BREWSTER SD ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA ° TS zwo _ JOB4 2015 -DH -59 SHEET # S4.0 DATE 7/27/15 SIMPSON CS18 Wl (4 NIO'S EA. END - (4) T AT BOTH TOP & BOT (2) DF #2, 6 x 10 x 4'-3 (7) P.T. 4 x 8 x 4-6' L (3) 12d TOE NAIL - TY EACH SIDE COLUMN FOOTING 3/4-- �V-W �� (2) 12d TOE NAIL EA. SIDE - TYP. STS WEDGE/ SHIM 16 x 16 x 4 CMU PIER OR P.T. 2x 12 x 24" L (2) 12d TOE NAIL TYP. EA. SIDE P.T. 2 x 8 x 16" L CAP (2) 8 x 8 x16 CMU 7777- MARRIAGE LINE FOOTING 3/4" =1' -0" 4x8DF#2 (2) 12d TOENAIL 4x8l)F#2 WEDGE/ SHIM EACH SIDE P.T. 2 x 8 x 16"L z CAP F (2) 6d DUPLEX 16 x 16 x 4 CMU PIER OR(2)N10 <- 8x8x16CMU 16 x 16 x 4 CMU PIER ORP.T.2xl2x24*L 6000# PRE-FAB OR P.T. 2 x 12 x 24' L METAL PIER &R -TTTLLL777LLi:� -7 r.,-,,_MID -SPAN FOOTING ALTERNATE MID-SPAN FOOTING '-t �3/4* 1V-0" 3/4" = 1' -0" REV. DESCRIPTION DATE BY SE SHE ET io"* EUO FOUNDATION DETAILS 2015-DH-59 THIS DOCUMENT MOTHE AS AND DMGNS MORPORATED *EG4 mm ?A ED HEMA., THE PROPERTY OF MODERN PROJ. SHEET # SYSTEMS INC% AND ARE NOT TO BE 28'x 64'MODULAR CLASSROOM USED N WHOLE OR IN PART FOR ANY OTHER USE Oft PROJECT WITHOUT MOQERN:!��W. S4.1 WRITTEN AUTHORVATKK KCDA - BREWSTER SD ADDRESS 503 SOUTH 7TH STREET, BRESTER, WA Ts DATE 7/27/15 FLOOR JOIST SUPPORT BEAM P.T. 2 x 8 x 16' CAP 8 x 8 x 16 CM U 16 x 16 x 4 CMU PIER P.T. 2 x 4 x Z-0" L W1 i! i j-1 7, x 1'-6" DRIVE PIN - TYP. ENDWALL FOOTING AT BEAM '- 3/4" =1' -0" ENDWALL DBL. JOIST ENDWALL OFFSET RIM Jo ST GALV. STRAP 2 x8 BLOCK V-6- CMU PIER BELOW LV.L RIM GALV. STRAP cli JOIST 2 x 8 B M.L. MIIA ALV.STRAP BL. ENDWALL RIM FFSET RIM TIE-DOWN AT MARRIAGE '-f 3/4"= 1-1/4' x 0.035 GALV. STRAP W1 BUCKLE LOOPED AROUND LV.L 5/8* DIA. STRAP BOLT MINUTE-MAN MMA-35 36-XDH 36" CROSS -DRIVE ANCHOR (DRAW STRAP TIGHTAND LOCK BOLT) OFFSET RIM 19132'DURATEMP W/ ad AT 6* 8.12" O.C. LL 13 0 0 WEDGEISHIM w 2 x 4 BACKING AT 2- 2! 24- O.C. W/ (6) 12d z CONT. P.T. 2 x 8 TIE-DOWN AT CORNER 3/4* q) TIE-DOWN STRAP 12d AT 6" O.C. AT2x4 FLOOR JOIST SUPPORT BEAM P.T. 2 x 8 x 16' CAP 8 x 8 x 16 CM U 16 x 16 x 4 CMU PIER P.T. 2 x 4 x Z-0" L W1 i! i j-1 7, x 1'-6" DRIVE PIN - TYP. ENDWALL FOOTING AT BEAM '- 3/4" =1' -0" ENDWALL DBL. JOIST ENDWALL OFFSET RIM Jo ST GALV. STRAP 2 x8 BLOCK V-6- CMU PIER BELOW LV.L RIM GALV. STRAP cli JOIST 2 x 8 B M.L. MIIA ALV.STRAP BL. ENDWALL RIM FFSET RIM TIE-DOWN AT MARRIAGE '-f 3/4"= 1-1/4' x 0.035 GALV. STRAP W1 BUCKLE LOOPED AROUND LV.L 5/8* DIA. STRAP BOLT MINUTE-MAN MMA-35 36-XDH 36" CROSS -DRIVE ANCHOR (DRAW STRAP TIGHTAND LOCK BOLT) OFFSET RIM TIE-DOWN AT CORNER 3/4* q) TIE-DOWN STRAP ti 314' = 11-0. REV. DESCRIPTION DATE BY '. REUSE THIS DOCUMENTANO THE IDEAS AND one, SHE ET FOUNDATION DETAILS -'OEW 2015-DH-59 DESIGNS INCORPORATED HERE",. THE PROPERTY OF WDERN SUILOW .7 PROD• 28'x 64'MODULAR CLASSROOM SHEET# SYSTEM"INC.ANDARENOTI- USED IN WHOLE OR IN PART FOR MY MODERU OTHER USE OR PRCUECT WITHOUT WRITTENAUTHORIZATION. KCDA - BREWSTER SD S4.2 ADDRESS 503 SOUTH 7TH STREET, BREWSTER, WA T-lw—TS DATE 7/27/15 City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 1315 YELM AVENUE WEST Assessor Parcel No.: 21724210500 Subdivision: Contractor Information: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Contractor License No.: Permit No.: 20160115 Issue Date: 2/03/2016 (Work must be completed within 180 days) Phone: 360- 458 -1900 Owner: YELM COMMUNITY SCHOOLS Lot: Phone: Expires: 0 /00 /0000 Project Information: Project: BUILDING Description of Work: ADD DOUBLE CLASSROOM PORTABLE BLDG #3 Sq. Ft. per floor: First 1792 Heat Type (Electric, Gas, Other): Second _ Third Garage Basement Fees: Item BUILDING Contractor YELM COMMUNITY SCHOOLS TOTAL FEES: 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 Washington. Signature Date Firm Fees $ 150.00 $ 150.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: N, N, Of helm ) 458_3244 REC #: 00221290 OPER: CO TERM: REF #: 3198 PAID BY: 210312016 10 :46 AM 001 IRAN: 33.0000 BUILDING PERMITS 20160115 YELM COMMUNITYISCHO[LS 909 MILL RD SE BLDG 150,0(CR TRAM: 33,0000 BUILDING PERMITS 20160112 YELM I COMMUNITY CHO(LS 16525 TOOTH WAY SE BLDG 150.0(CR IRAN: 33,0000 BUILDING PERMITS 20160114 YELM COMMUNITY 1SCHp(L5 1315 YELM AVE W BLDG 150.0(CR TENDERED: 450.00 (HECK APPLIED: 450.00- CHANGE: 0.00 City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: YELM COMMUNITY SCHOOLS Address: P.O. BOX 476 YELM WA 98597 Property Information: Site Address: 1315 YELM AVE W Permit No.: 20160309 Fee Calculation Worksheet Owner: TYPE CURRENT OWNER NAME Assessor Parcel No.: 21724210500 Subdivision: N/A Project Information: 1 Project: BUILDING 9.50 Description of Work: ADD DOUBLE CLASSROOM PORTABLE BLDG #3 Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): $ Second BALANCE DUE: Third 29.50 Garage Basement Lot: N/A Fees: Item Units Fees MECHANICAL PERMIT WHOLE HOUSE FAN /MISCELLANEOUS 1 $ 20.00 1 $ 9.50 TOTAL FEES: $ 29.50 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 29.50 Cite of Mm (361) 458 -3244 RECA': 00255202 111012017 2:23 PM OPER: CO TERM: 001 REF #: PAID BY: ACCI #: XXXXXXXXXXXXXXXXXXX AUTH #: 099739 TRAN #: 000000003847 TYPE:: PURCHASE TRAN: 30.0000 BUSINESS LICENSE K & D MECHANICAL BUSINESS LICENSES & 35.000R TRAM: 33.0000 BUILDING PERMITS 20160308 29.5(CR YELM COMMUNITY SCHO(LS 1315 YELM AVE W MECH 29.5(CR TRAM: 33.0000 BUILDING PERMITS 20160309 29,5(CR YELM COMMUNITY SCHO(LS 1315 YELM AVE W MECH 29.5(CR TENDERED: 94.00 (REDIT CARD APPLIED: 94,00- CHANGE: 0.00