The URL can be used to link to this page

Home My WebLink AboutBLD95-0764 Office Bldg - COM Permit / Conditions - 6/11/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 E3 U I L_ D I N C3 RE R M I T FOR INSPECTIONS CALL 427-9670 BETWEEN 5pm AND 8am 427-7262 BLD95-0764 PARCEL : 12329439O173 PLAT : DIV : BLK : LOT : JOB ADDRESS : NE 23554 STATE ROUTE 3 BELFAIR OWNER : EARL LINCOLN 275-6061 CONTRACTOR : EARL LINCOLN CONSTRUCTION LEGAL : TR 17-B OF S1 SE TR 3 OF SP #1852 CLASS OF WORK :NEW BEDR : 0 .BATH : 0 TYPE AMOUNT BY DATE RECEIPT TYPE AMOUNT BY GATE RECEIPT; TYPE OF USE . . . . :COM STORIES . . . . . . . :O OCCUP . GROUP . . . :? BLDG . HE I GHT . . : O .Oft ADDR $ 5.00 KS 05/03196 0000 S T F E $ 4.50 KS 05103/96 0000 TYPE OF CONST . . :? FIREPLACES . . . . : 0 PRMT $ 508.00 KS 05103/96 0000 I OCCUP . LOAD . . . . : 0 WOODSTOVES . . . . : 0 PLCC $ 330.20 KS 05103196 0000 DWELL .UNITS . . . . : 0 PARKING SPACES : 0 P L M $ 33.00 KS 05103/96 0000 INSPECTION AREA : 1 SHORELINE? . . . . :N MCH $ 48.00 KS 05103/96 0000 !TOTAL C 928.70 V ULATION: 0 SETBACKS--------------- TOILETS . . . . . . . . . . : 0 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOME-- FRONT . . . O .Oft BATH BASINS . . . . . . : 0 0-3 HP . : 0 REAR . . . . O .Oft BATH TUBS . . . . . . . . : 0 3-15 HP . : 0 MODEL : SIDE ( 1 ) . O .Oft SHOWERS . . . . . . . . . . : 0 FURN < 1O0K BTU : 0 15-30 HP . : 0 -MAKE------ SIDE (2 ) . O .Oft WATER HEATERS . . . . : 0 FURN >=1O0K BTU : 0 30-50 HP . : 0 SHRLINE . O .Oft CLOTHES WASHERS . . : 0 FURN - FLOOR . . . : 0 50+ HP . : 0 -YEAR------ AREA ---------------- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0 LOT SIZE . . : FLOOR DRAINS . . . . . : 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 0 BUILDING . . . : 253Osf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 0 BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O -SERIAL#---- DECKS . . . . . . : Osf DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS-- COMML . INCIN :O GAR/CARP :? Osf GARB DISPOSALS . . . : 0 <= 10000 cfm . : 0 RELOC/ REPAIR : 0 AT/ DT . :? URINALS . . . . . . . . . . : 0 > 10000 cf►n . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 PROJECT DESCRIPTION:OFFICE BUILDING PROJECT LOCATION:BELFAIR BETWEEN NEW CREDIT UNION AND TRUCK SHOP ACROSS STREET FROM BELFAIR CAFE. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMV,k,. FV' °!rl: ^r CONTINUATION OF WORK IS A PROGRESS INSPE6TION WITHIN THE 180 DAY PERIOD, FINAL INSPECTION MUST 0 APPROVED BEFORE BUILDING CAN BE OCCUPIED. OWNER OR AGENT: DATE: l� 111,91�-__..._._______ BLO-rAMT, rev: 03/31191 COMPLIANCE TO ATTACHED COND I 1 1 ON 1 5 REi,U I RED MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PERM I T C O N E) I T I O N Case No . : BLD95-0764 For : EARL LINCOLN Page : 1 1 ) Temporary erosion control measures must be implemented to prevent water quality deg— a¢a#rj on of adjacent waters or wetlands . 2 ) Approved per site-plan . X 3 ) Parking should be sufficient for 22 normal parking stalls ( 9 feet by 20 feet ) and 1 handicap parking stalls ( 12 .5 feet by 20 feet ) with sufficient maneuvering aisles ; 23 spaces are to be provided - 17 for business users and 6 for employees . Handicap stalls should be of a smooth , flat surface and should be signed with the International Symbol of P&Es 4 ) 1 . LOCATE A 5# 2A 10BC RATED FIRE EXTINGUISHER ADJACENT TO EACH EXIT DOOR . 2 . FIRE LANES TO 6E MARKED AS INDICATED ON PLANS . FIRE LANE STANDARDS ARE INCLUDED FOR APPLICANT . 3 . PROVIDE A LEGIBLE ADDRESS AT ACCESS POINT OFF OF HWY 3 . 5 ) All approved plans are required to be on-site for inspection purposes . If inspection is called for and plans are not on site , Approval WILL NOT be granted . In addition , a Re- Inspection fee in the amount of $30 .00 per hour (minimum 1 hour ) will be charged and must be collected by this department prior to any further inspections being performed or approval granted . X --- 6 ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305 (C ) AND SECTION 513 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPFrTIONS . Xe'_<:2z_ - MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 7 ) XL�TRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS . 8 ) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code , 1991 Ventilation and Indoor Air Qualityy Code , the Uniform Building Code and/ or Mason County^Re�u J,.� , - ns must be approved by Mason County prior to constructionX ��__G��1 9 ) ALL CONSTRUCTION MUST MEET OR EXCEED LOCAL CODES . IF ANY QUESTIONS, PLEASE CAL HI OFFICE BEFORE CONSTRUCTION . X 10 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTE,[j �4S�REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE .x . _ MASON COUNTY -�� Mason County Bldg. III 426 W Cedar RO. Box 186 Shelton, Washington 98584 B t.J I L... D 1 f'J Ca P f' R M 1 T FOf4 1 NSPFCT I ONS CALL 427•-96701 BETWEEN 5pm .AND 84im 427-7262 BLD955-0764 PARCEL t 123294390173 PLAT" t f►1 V z BLIC = t LOT JOB ADDRESS : NE 2 ROgTF 3BEL.rA 1 R • OWNER t EAR2.75-6061 CONTRACTOR t E:AR M*NCONSTRUCT I ON LEGAL t TR 11-0 OF SN SE TN 3 Of SP b1452 CLASS OF WORK . , :NEW BEDR : 0 BATH t 0 111PE ANOVII 5Y DATE 4CEIPT TYPE 1 t10901 OY DATE RECEIPT TYPE OF USE . . . . tCOM STORIES . . . . . . . t(?I m%=m 0• OCCUP . GROUP - 0 BL.DG . HE: I GHT . . t 0 0'ft ADaR 1 8.lb KS #5103196 bbbb STFE ! r 4.50 KS 05103196 !!bb TYPE OF CONST . . 0 FIREPLACES . . . . ; 0 PROT t 608.08 is b510306 #000 OCCUP . LOAD . . . . t 0 WOODSTOVES . . . . t 0 PICC $ 33N.20 KS 05103196 DWELL .UN t TS . . . . t 0 PARKING SPACE St t 0 P1N t 33.01 KS 65163146 00#0 ...,� ;r INSPECTION AR A t 1 SHORELINE:? . . . . tN NCR t 46.b! KS 0543196 !b!b 101At.t� 920.Tb V40I.ATIONt b TOILETS , . . . . . . . . . t 0 FUEL 1YPEg___.___ __. . BOILERS/CfT1 --- MOBILE OMF _ FRONT . . . 0 .0f`t BA'rH BASINS . . . . . . : 0 t t 0-3 HI' . z 0 4 PEAR—, O .Oft BATH TUBS . . . . . . . . : 0 3-16 HF . : 01 MODE+ E S 1 DE ( 1 ) . O .Oft SHOWERS . . . . . . . . . . : 0 F'URN < 100K. BTU : 0 15--30 HP . t N --MA'";•'�-- -- S I DE(2) . 0 .Of t WATER HEATERS . . . . s 0 FURN >-=100K. BTUs 0 30-50 HP . t 0 ,, SHRL I NE . 0 .0f t CLOTHES WASHERS , , : 0f=URN - FLOOR . —t 0 L,01 f HP t 0 . y; .. ..._ AREA ------------- --- KITCHEN SINKS . . . . t 0 HEAT PUMP . . . . . . : 0 � 4 LOT SIZE . , t FLOOR DRAINS . . , . . t 0VENT SYSTEMS . . . . 0 FVAP COOL- f S t. NGTH : 0 BUILDING . . . t 21530sf DRINKING FOUNT . . . t 0 VENT FANS - - . : 0! HOOD/.• . . . . . I DTH . : 0 BASEMENT . . . : 0sf LAUNDRY TRAYS . - t 0 DOMES; I NG 14 _SFR I AL DECKS ,: . . . . . : Osf DISHWASHERS . . . . . . t 0AIR HANDLING UNITS--- COMMV .• I NC I GAR/CARP :? 0st GARB DISPOSAI �. . . . t 0! c�< �;r11f200 Ofm . t 0 AE:L0C/RFPA�: 0 AT/DT. t? URINALS . . . . . . . . . . t 0 a 10000 ofm . t 0 OTHER UNtTS,, 6 M I SC PLM F I XT )RES t 0 GAS OUTt I,:T` 0 .rlYrasttxwlBxTSws'asm:*.:rARR:o�r1�6'.af�iu4'rmq�lsee xK.i^. r:.TJ¢a.as'Re�SR''Yr.G4a:.��sdlaa`.an�6ce!s.:ffAt:ifUm0.1Y� etS ..:�rsi.aW. PPOJECT OESCRfIilov;OFFICE 801tOIN3 { PROJECT 1.00TIOI1t8EIFAIR BETWEEN Oil CREDIT UNION AND TRUCY SHOP ACROSS STREET IRON 811FAIR CAFE. '1316 PERMIT 1SfCONES NUIt All V14 IF 1011 011 CONSTRUCTION APTN011fZEb 'S NOT CONNENCFQ NITRIN bib DAYS AR IF CONSTRICTION OR WORK IS SUSPENOEO fOR A P[RIOD Of Iib DAYS AT ANY TINE AFTER 1019 IS CONNENCED. EVIDENCE OF 017INUA11011 OF 1914 6 A PR06RESS IIFSPE61I00 WITHIN THE ti! DAY ►F.110/, FINAI INSPECTION MAST 8 APPROVED 8Ef01E KUItOING CAN 8E JCCIPIFI. 9 qI�E 1 ()A A 6 E M T t_._.._.._.,....._.�� . :� \ C".��,G-:�. .,._..... - - - �w D A T E st'lill, revs C313f1!I COMPLIANGE TA ATT4c,,*D CONDITIONS' IS REQ CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation l C 5 Floors Final date 7-36>-S6 b FRAMING 4 er �� y�✓ s-/0-9 date by date by Walls 02`- c..j 3�10-9 FIRE DEPT. date by date r- y ~ �� b 7:?. date by PLUMBING OTHER Groundwork Attic date - b L� date by WALLBOARD NAILING( U I e,J t e"n D.W.V. date by f J 3-/ date 3-/O- f'7 by Water Line FINAL INSPECTION �Jf- W70-q_113 date by date b date by G I 42/1 TZr l pp s, { fik C- '11z"-, 4,�- C� /7 i/l�� ,�1 rt— 7 cam_ �l G lr,.t�►r� � c1 Sr. d'1n 1-1rUr'� Gd �c. r�.-� Vwi`c.� C 7—/ 7 � pro L -�00 4 e— P u LJ ��`/�i,��/�✓G f��i fiy!/�✓� Z�C/ t LOel�i� T 3-1� cc 1VbC3AYV\ ( � - c_11 cm c 3e, ?x7�38 �orts� �-e�-►�,r, VAN ZD MASON COUNTY Mason County Bldg. 111 426 W, Cedar P.O. Box 186 Shelton, Washington 98584 Case No . BUD95-0764 Fort EARL I.- INCOI,N Page # i 1 > Temporary er-osion oorktrol measures roust be Implemented to prevent water qua ! Ity derma a jon of adjacent waters or wet l ands . X 23 Approved per site-plan . X 3 ) Parl: lnil should be <jutflcicent for 22 normal parking stalls (9 tept by 20 feet ) and 'I hotrod icap parking stalls ( 12 .5 feet by 20 feet ) with' flufflolent maneuvering .aisles ; 23 %�acea are toherrovided - 17 for business risers and 6 for empldyees . Handioap stallf3 would be of a amo oth, flat surface and should be 919rood with the troternational Symbol of *Aec'". s X 1 . LOCATE A 5# 2A 10RC RATED FIRF EXTINGUISHER ADJACIFINIT TO EACH EXIT DOOR . :? . FIRE LANES TO AE MARKED AS INDICAIED ON- PLANS . FIRE LANE STANDARDS ARE INCLUDED FOR APPLICANT . 3 . PROVIDE A LEGIBLE AODRESS AT ACCESS POINT OFF OF HWY 3 . Al ! approved plans are required to be on-site for Ins eotion purposes . It inspection lIS cal led fa,' and Mans are not on it Approval WIrL NOT be ranted . In addpitlon , a Re-- Inspection too p s e in the amotint of *30 .Ob per hour (miniatum I gour) will be charged and moist be oolleoted by this dopartment prior to any further Inspectlons heing performed or, appr-oval granted . X 6) PURSUANT TO 1991 UNIFORM Evil ILDING CODE , SECTION 305(C) AND SECTION 513, ALL SITES MUST HAVE APPROVED NUMBFRS OR ADDRESSES PROVIDED IN SUGH A POSITION AS TO BE PLAINLY VISIBLE AND LFG!BLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REnUiRES THAT THIS BE` COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTION$ . A RE124SPE"'OTION FEE . BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNFR/CONTRACTOR r-AILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECT I ON X CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date+ by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors, Final date FRAMING by date by date by Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by Building Permit # /�CO`�°�S'�o�CVIASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location S, "2 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance /3`/,D/�//� /z-;$pit '9%/G•v ��/ G��/G T �l/s% Lr o� �j- OC�G�� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ,Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department 13C 0 Date L' o� Inspectorn- ■ *u No *T ', ' Mo *V ' TH1Q& T ' ,* W ermit No. �JtJ MASON COUNTY BUILDING PERMIT APPLICATION 4/1A 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT `V #1 Ear,/ �. /%'I L`D�G� Phone#i"ner Address►JE L 1 ,�Qb-f Fire District# Cy /4,i^ St Gfi/1. Zip Directions to Job Site �,�fo�� —6cT c ,,ee1, 1Ve co, ea✓;r 1.4 oh Owner Mailing Address�D •• X ` � City St Lien/Title Holder Zi Address 2 3 Clty St b �r�t Zip #2 Contractor Name Contractor Reg Address d . l3o X 3 Expiration Date/ City ffe St 1-4l06 Zip Phone # #3 If septic is located on project site, include records.Connect to Septic? Public Water Supply l / Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 r e No.1,23X -_ - 0 3 Legal Description Z o 7- 3 0re #5 Building Square Footage: exjsting/proposed)/�, � 1st FI / , 2nd FI / 3rd FI / Loft / Basement / Deck / # bedrooms / # bathrooms / n� Garage / Carport / (Circle: Attached or Detached?) V Other sq. ft. / #6 Use of building ce Describe work L'D/rsTf`�*CT „� .s'%6`'v G�'�i'�{ f.�4i�o�•`/�. #7 Type of Job: New Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model Length Width Serial No. # Bedrooms # Bathrooms Type of Heat Purchase Price $ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other �,/�� Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW • Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No. 2-Toilets CIRCL EL TYPE: Ga Electric, Bath Basins Heatpump Other �✓Bath Tubs No Units Fees T G Showers 7i Furn BTU )� yHot Water Htr Heatpumps Laundry Washer Vent Systems Sinks _ Spot Vent Fans Floor Drains No. Boilers/Compressors Laundry Basins HP Dishwasher No. Air Handling Units -1 C� Disposal _ cfm# rl Urinals No. Fire Protection Systems Other Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $ MENCED. PROOF OF CONTINUATION OF WORK IS BY lk`� MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER D X BY DATE : DATE FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Environmental Health: Building Plan Review ICzSIy� Occupancy Group-t -2— Type of Const: Fire Marshal: Other: Special Conditions: FEES Building Permit �$ Plan Check Plumbing Fee Mechanical Fee CA R Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other R&I reds Other Building Valuation: L� TOTAL FEE Page No. 1 CASE HISTORY FOR CASE NO.: BLD95-0764 EARL LINCOLN NE23554�STATE ROUTE 3 BELFAIR 03/04/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 06/08/95 06/08/95 KW BLDA100 Approved For Issuance / / / / 05/03/96 DONE CPH 05/03/96 CPH BLDA500 (F) Issue building permit / / / / 05/03/96 DONE CPH 05/03/96 CPH BLDA950 List of Conditions / / / / 05/03/96 Printed per Earl Lincolns request, I DONE CPH 05/03/96 CPH then faxed to 275-6740, cph BLDB009 Fire Marshal Review 09/27/95 / / 10/03/95 give back to Dana for review. DONE DLS 10/03/95 DLS BLDB110 Structural Plan Review 09/01/95 / / 01/25/96 need more information, sent letter on DONE DH O1/25/96 DWH 09/07/95. O1/25/96. DONE. SENT BACK TO ENERGY BLDB120 WSEC Compliance Review 09/07/95 / / / / send back to structural. HOLD DC 11/13/95 DLC 11/13 MAILED LETTER REQUESTING ADDT'L INFO. MECHANICAL (CAPACITY,EFFICIENCY,MECHANICAL INFO, CONTROLS, ZONE, DUCT LAY-OUT) BLDB120 WSEC Compliance Review 01/25/96 / / 02/27/96 SENT TO ENERGY. DONE TDH 02/28/96 TDH BLDB130 Planning Review 06/13/95 / / 09/08/95 this is first of two buildings to be DONE AHB 09/11/95 AHB built on this parcel; as proposed a 2590 sq. ft. area of bldg. and professional or business use merits these parking requirements: 17 spaces (a space per 150 sq. ft. area) and a minimum of 6 spaces for employees. ahb BLDB134 RLC Checklist Review / / / / 09/08/95 N/A AHB 09/11/95 AHB BLDB135 Addressing / / / / 06/16/95 DONE GMM 06/16/95 GMM BLDB200 Environmental Health Review 06/08/95 / / 06/13/95 need approved design. psd HOLD PSD 06/13/95 PSD BLDB200 Environmental Health Review 11/13/95 / / 11/14/95 still need approved design HOLD CAJ 11/14/95 CAJ BLDB200 Environmental Health Review 02/27/96 / / 02/29/96 Need approved design. I called the HOLD PSD 02/29/96 PSD applicant and he informed me that the design was submitted with the building permit. I looked in the file and there was three copies of the design. I gave the design to Trish to imput and file the file in EH hold bin.psd BLDB200 Environmental Health Review 05/03/96 / / 05/03/96 The design was reviewed by John and DONE PSD 05/03/96 PSD given to Befair. I did not review the plot plans. psd BLDB210 Water Adequacy 06/08/95 / / 06/13/95 Need water adequacy application. psd HOLD PSD 06/13/95 PSD BLDB210 Water Adequacy 11/14/95 / / 11/14/95 still need water adequacy application HOLD CAJ 11/14/95 CAJ BLDB210 Water Adequacy 02/29/96 / / 02/29/96 Belfair water system is ok.psd DONE PSD 02/29/96 PSD BLDC100 Inspection 01/30/97 01/31/97 01/31/97 THE CONTRACTOR HAD SOME QUESTIONS. DONE LW O1/31/97 LAW BLDC110 Footing inspection 06/24/96 06/25/96 06/25/96 PART APPROVAL: PART LW 06/26/96 LAW THE FOOTING IS BEING POURED IN SECTIONS, THIS INSPECTION WAS ON THE REAR AND SIDE FOOTINGS ONLY. Page No. 2 CASE HISTORY FOR CASE NO. : BLD95-0764 EARL LINCOLN NE23554 STATE ROUTE 3 BELFAIR 03/04/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDC110 Footing inspection 07/29/96 07/30/96 07/30/96 FOOTING IN FRONT OF THE BUILDING IS PART PART LW 07/30/96 LAW COMPLETED,FOOTING BEING POURED IN SECTIONS. FINISH FOOTING DEPTH NEEDS TO BE 18 INCHES OVER, DIG DOWN IS LOW SPOTS. BLDC115 Foundation wall inspection 07/16/96 / / 07/17/96 WALL, 10 FT. THE BAR WAS NOT LOCATED FAIL LW 07/18/96 CMS WITH IN THE WALL AS PER ENGINEERING, BAR CENTERED INSTEAD OF OFF TO ONE SIDE THE CONTRACTOR NEEDED TO CHECK WITH ENGINEER ON TH CHANGE ALSO ON FORM COLUMN CHANGE. BLDC116 Below Grade Insulation 07/29/96 07/30/96 07/30/96 SLAB INSULATION WAS IN ALONG THE SIDES, PART LW 07/30/96 LAW THE INSULATION IN THE FRONT WILL BE INSTALL ON THE EXTERIOR AT A LATER DATE. BLDC120 Underground plumbing insp. 07/29/96 07/30/96 07/30/96 DONE LW 07/30/96 LAW BLDC140 Fr/Pl/Mc/Pen Ins ection 03/03/97 /0IONS: FAIL LW 03/04/97 LAW G,!„_�0344 A POSITIVE CONNECTION BETWEEN ND BEAM. ALL EXTERIOR PENTRATIONS, ON/ EVEL ONLY LOWER AREA ISHED AT THIS TIME. G 7 OALL DUCT JOISTS AND SCREW ALL IONS, WHEN DONE INSULATE TO R-4 S s IN UN-HEATED LOWER AREA. NLY 1 HOLD DOWN STRAP WAS USED IN frlpl';C�TllLOWER LRP'S, OK TO ADD AN HD2 TO A FULL HIEGHT DOUBLE STUD. THERE ALSO IS A BRAKE IN THE SHEETING THAT IS UN-BLOCKED. THIS CAN NOT BE NAILED FROM THE OUT SIDE, OK TO SHEET THE INTERIOR INSTEAD. 5. PROVIDE A DOUBLE STUD UNDER THE ENDS OF THE GIRDER TRUSSES. �✓ 6. INSTALL FAN IN THE LUNCH ROOM NEXT TO THE SINK AS PER PLANS AND VENT TO THE EXTERIOR, ON THE FAN IN THE BATHROOM THE ��k DUCT CAN BE BUTTED TO THE SOFFIT VENT VENT OUT ITS OWN PORT AND MAINTAIN 3 FT. BETWEEN THE OPENINGS INTO THE BUILDING AND THE VENT TERMINATION. 7. STRAP THE DOUBLE TOP PLATE TO THE GIRDER TRUSS IN THE FRONT OF THE `U BUILDING, THE TOP PLATE DOES NOT RUN CONTINOUS IN THIS AREA. r MASON COUNTY BUILDING DEPARTMENT PLAN REVIEWER AND INSPECTOR CHECKLIST 1994 NON-RESIDENTIAL ENERGY AND 1991 V&IAQ COMPLIANCE Permit Number •5-6 (Q Address NG a355-4 S,-A-re 12T-,3 Name on Permit LIAICO&Al) CO-t-1 Space heat type ea7 U�`— BUILDING ENVELOPE /a�8 Insp. /, Z/s- Slab insulation R- « (sec. 1311.5) a53CP ( ) Below grade exterior wall insulation R- ( ) Under slab duct insulation R-3 . 3 (table 14-5) FRAMING INSPECTION Standard air seal (sec. 1314 .1) Horizontal and overhead glazing (see glazing schedule attached) Max. U-value C/() vertical, max. U-value Move overhead. ( � ) Attic ventilatiati n ((1 s ft. net free area per 150 sq. ft ceiling area) ��Q --�•`�LL Y. N Fly MECHANICAL SIMPLE SYSTEM Equipment type and capacity ffE�i PUr»r� �7 ) 1 i-m 7bi 11--loi it 's4ic� '(� ) Efficiency:EER SEER IPLV HSPF L.,I C P ( ) Outside air intake, exhaust outlets and relief outlets equipped with automatic dampers. (sec. 1412.4.1) ( ) Economizer, provide 1000 of the design supply air as outside air. { LYMechanical ventilation Ijr' CFM (V&IAQ, table 3-4)�zr Z7VY-Duct sealing (sec 1414.1) ( ) Separate air distribution systems (sec 1424) INSULATION (V ) Wall insulation (above grade) R- /njBatts face stapled (table 13-1) Vapor retarders on walls ( ) Vaulted ceiling insulation R- Batts face stapled, vapor retarder & 1" airspace. (v ) Supply and return Air duct insulation: R- (table 14-5) (Vapor retarder required on all mechanically cooled ducts.) { } Pipe insulation: R- (table 14-6) FINAL Floor insulation R- / 6 mir black polyethylene (table 13-1) �1 ) Ceiling insulation R _ (table 13-1) � ) Penetrations (sec. 1314) (�) All supply outlet or other terminal device tested and balanced, Documentation supplied to Mason County Building Inspector- Ventilation supply ducts tested to meet V&IAQ requirments. -44 ) Service water heater placed on R-10 pad in unconditioned space or on concrete floor. Service water pipe insulation 1'r closed cell insulation (table 14-6) Deadband control capable of 5 degree minimum. (sec- 1412.2) Clock setback, capable of seven different day types per week. `(v ) Microprocessor heat pump control (sec 1412.5) LIGHTING Lighting compliance method Prescriptive'--- Lighting Power Allowanc" System Analysis ) Lighting controls in all areas separated by ceiling height wall. ) Single switch not to exceed 80t of 20 ampere circuit. (16 AMPS) Individual daylight zone controls for overhead and vertical glazing Ot 24 hour exterior lighting on timed switch, photocell or comb. ( ) Lightina schedule- Maximum Allowed Lighting Wattage (Interior) Allowed Location (floor/room no.) Occupancy Description Watts per ft2" Area in ft2 Allowed x Area CO6-:7 it? �_ .I '� From Table 15-1(over)-document all exceptions taken from footnotes Total Allowed Watts Proposed Li htin Wattage (Interior) (may not exceed ToW Avowed Watts for Interior) Number of Watts/ Watts Location (fkartroom no.) Fixture Description Fixtures Fixture Proposed souk - T - rude 4- -�s Total Proposed Watts may rat exceed Total Allowed Watts for Irrterior Total Proposed W Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in itz Aiknved Watts Location Description per fti or per If (or tf for perimeter) x fe(or x If) Covered Parking 0-2 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas .2 W5 W 0 1f 7 Bldg.(by facade) .5 WM 11f ` Bldg.(by perim) Total ANowed Watts Note:for building exterior,choose either the facade area or the perimeter metfad,but not both) Pro osedLi 51htinWattage (Exterior) (may not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts X Fixture Location Description Fixtures Fixture Prof° 1 --- Total Proposed Walls may not 1 otal Allowed YJat1s for Ertenor Total Proposed Y.'at15 f r� ��JJ f GLAZING Plan Reviewer-Fill out this glazing section or attach a window schedule to this checklist. nspector- Verify window information during field inspections. Include skylights, glass doors and all other glazing on this form. Use rough opening area for calculations. Date Size uantity Area S . Ft. U-Value Manufacturer Rev. Insp. v2 i ( — C) � 8l 4/0 )4 �3 0�5D / 16- G/O ya Z/ Total glazing area: Total conditioned area: a 53 611I " ��' Percentage glazing: S Verified: DOORS Plan Reviewer-List opaque doors by type(solid cone,insulated,etc.)quantity,U-value,and manufacturer. Lnsnector- Verify door information during field inspection. Date Type/Quantity U-Value Manufacturer Rev. Insp. Signature of Building Inspector: __ Date of Final Inspection: __ oh i o,4`2 o� f� e e� ni o f e i �Q el h-� � l E;JMASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W.Cedar P.O. Box 186 Shelton,Washington 98584 (206)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION RE: Permit Number 'yfo_-OQI `T During a recent plan review for your proposed project, it was determined that the following information needs to be submitted prior to the building permit being processed for approval: `13vildirk, Pa C10rrQe4i_-" . iLl y':Izlt� huijr�;VY, Pr � ' fP ,G;.I� :�I�r>c} -�-� p �r�o► o "(6 arg Y�PVI�W Once the information has been received by our department, the project will continue to be processed. If you should have any questions, please contact me between the hours of 8:00am-9:00am, Monday-Friday at (206) 427-9670 ext . If you can not make contact between those hours, please call and leave a message and I will return your call as soon as possible. Thank You,C✓Iv, LOY) Building Inspector l,4- . A--,Zp cc: Property File MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W.Cedar P.O. Box 186 Shelton,Washington 98584 (360)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION November 13, 1995 Earl Lincoln P.O. Box 368 �n Belfair, WA 98528 RE: Building permit # 95-0764 Dear Mr. Lincoln: Our department has received your file for review of the 1994 Nonresidential Energy Code. During the review, it was determined:that the following information needs to be submitted before the review can be com]67�eted. Please submit the information listed below: 3aru bo^,,�(J 1. Building Mechanical System: �� cam" a. Capacity of equipment / �oL� b. Cooling capacity,.,/ C c. Efficiency (HSPF & COP)- Uag kkO $� (P Id. Mechanical ventilation plan � (C economizer etc) e. Control information (include setback info-T-__?30 7 f. Indicate zones for equipment, g. Duct lay-out-]- 2. Lighting informationi� a. Schedule of interior lights, including lamp and ballast wattage. Gov b. Schedule of exterior lights, including lamp and ballast wattage. 7j C. Revised switching detail showing compliance to � � daylight requirements of the 1994 NREC. See attached. When the information is received by the energy code dept. , we will continue with the energy code review. If you have any questions, please contact me or Toni Hermansen at 427-9670 ext. 284. Thank you, Debbera Coker Energy Code Specialist encl: NREC daylighting info. PURVEYOR CERTIFICATE OF WATER ADEQUACY Revised 09/01/92 I. iuTATSR sysTRM ZDzNTIFICATIOH Name of Water System WFI Identification Number e 5 3 S el o Name of System Manager IZ. SRR icz ARBa IDHNTIFICATION Total Number of Service Connections Approved by DOH "t2 /;rr„ ,��✓ Specific Lots Provided with Service Connections at Full Buildout of Subdivision STATAmzNT of ADSQuAcY I am manager of the above referenced water system. The water system has DOH approval for the number of service connections specified above. The system does not and will not serve any parcels other than those listed above. Capacity of the system has been determined by the Wash- ington Department of Health to be sufficient to provide adequater water to applicants for determinations of water adequacy whose parcels are listed above. Service of water to these applicants for domestic pur- poses is consistent with both the water system plan and the water right permit presently in effect. Water lines are available to all parcels served by this water system or adequate arrangements, such as easements and covenants, have been made to allow water service to all parcels served by this water system. ' 41 / 9yst Manager's SignatuareDa e V Page No. 1 CASE HISTORY FOR CASE NO.: BLD95-076 �1 EARL LINCOROUTE 3 NE23554 STATE ROUTE 3 BELFAIR 04/08/96 �O Action Description Req/ Schd/ End/ Action Notes isp By Upde Upd Code Sent Done Done Date By r` V` BLDA010 Application received / / / /,i /08/95 C ,W06/08/95 KW BLDA200 (H) Hold / / 11/13/95 / / need ore informa ion nothing provided ONE DH 11/13/95 DWH yet. sent 3rd letter out today, folder are in hold bin..... BLDA600 File Possession 11/14/9 / / 11/14/95 placed in E.H. Hold bin until DONE CAH 11/14/95 CAJ structural, energy, and E.H the e BLDA920 Miscellaneous action / / / / 09/27/95 sent another letter requesting more PEND DH 09/27/95 DWH information on plans. BLDB009 Fire Marshal Review 09/27/95 / / 10/03/95 give back to Dana for review. DONE DLS 10/03/95 DLS BLDB110 Structural Plan Review 09/01/95 / / 01/25/96 need more information, sent letter on DONE DH 01/25/96 DWH 09/07/95. 01/25/96. DONE. SENT BACK TO ENERGY BLDB120 WSEC Compliance Review 09/07/95 / / / / send back to structural. HOLD DC 11/13/95 DLC 11/13 MAILED LETTER REQUESTING ADDT'L INFO. MECHANICAL (CAPACITY,EFFICIENCY,MECHANICAL INFO, CONTROLS, ZONE, DUCT LAY-OUT) BLDB120 WSEC Compliance Review 01/25/96 / / 02/27/96 SENT TO ENERGY. DONE TDH 02/28/96 TDH BLDB130 Planning Review 06/13/95 / / 09/08/95 this is first of two buildings to be DONE AHB 09/11/95 AHB built on this parcel; as proposed a 2590 sq. ft. area of bldg. and professional or business use merits these parking requirements: 17 spaces (a space per 150 sq. ft. area) and a minimum of 6 spaces for employees. ahb BLDB134 RLC Checklist Review / / / / 09/08/95 N/A AHB 09/11/95 AHB BLDB135 Addressing / / / / 06/16/95 DONE GMM 06/16/95 GMM BLDB200 Environmental Health Review 06/08/95 / / 06/13/95 need approved design. psd HOLD PSD 06/13/95 PSD BLDB200 Environmental Health Review 11/13/95 / / 11/14/95 still need approved design HOLD CAJ 11/14/95 CAJ BLDB200 Environmental Health Review 02/27/96 / / 02/29/96 Need approved design. I called the HOLD PSD 02/29/96 PSD applicant and he informed me that the design was submitted with the building permit. I looked in the file and there was three copies of the design. I gave the design to Trish to imput and file the file in EH hold bin.psd BLDB210 Water Adequacy 06/08/95 / / 06/13/95 Need water adequacy application. psd HOLD PSD 06/13/95 PSD BLDB210 Water Adequacy 11/14/95 / / 11/14/95 still need water adequacy application HOLD CAJ 11/14/95 CAJ BLDB210 Water Adequacy 02/29/96 / / 02/29/96 Belfair water system is ok.psd DONE PSD 02/29/96 PSD soMASON COUNTY FIRE MARSHAL Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 (360)427-9670 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION May 30, 1995 TO: Allan Borden Planning FROM: Dave Salzer Fire Marshal SUBJ: Earl Lincoln Office Building Fire Protection Issues THE PROJECT: 1. The proposed development is located on SR 3 , on a one acre+- parcel, between the Peninsula Credit Union and Belfair Auto Paint. 2 . The project involves a 5500 square foot, two-story office building and a 2400 square foot, single-story office building. 3 . The project is served by the Belfair Water District. Available fire flow adjacent to the site is 2013 gpm, at 20 psi residual pressure. 4 . The nearest fire hydrant is located adjacent to SR 3 , on the Peninsula Credit Union property. 5. The fire flow requirement for the 5500 square foot building is 2790 gpm. The fire flow requirement for the 2400 square foot building is 1744 gpm. The Belfair Water System can supply required fire flow for the smaller building, but not the larger one. 6. Access to the project is off of SR 3 , on a 20 foot wide access road, which serves the parking lots of each building. The distance from SR 3 to the back parking lot is 400' +-. The site plan does not indicate any fire department turnaround. FIRE PROTECTION MITIGATION ISSUES: 1. Provide a monitored NFPA 13 sprinkler system in the 5500 square foot building. This will reduce the fire flow demand to 1395 gpm. \� 2 . Provide a monitored NFPA 72 automatic fire alarm system in the t"R02400 square foot building. 3 . Provide a fire hydrant in an area near the parking island N between the two buildings. Exact location will be determined upon q) approval of civil drawings. 1 4 . Provide a KNOX BOX emergency key box at a location approved by ,�,L-e"' Mason County FD 2 . cc: FD 2 , Belfair Water District Cl '(l0Q/17- C7-0Oa Z• v D Y'C`1 O e/7G 7 `tl 6cro loses Iler�r / Loac/C foao psi`= ��C�� As STAAD-MATE RETAINING WALL DESIGN ope 421-s G �Ga w4' 0.67 -------------------------'-'---------- .25 1 9.75 3 BAR 11491 ELEV. TOP OF RETAINING WALL (FT) = 10.25 �- AT 0 ' R�(%1S'TL- ELEV. OF SOIL, RETAINED SIDE (FT) = 9.75 �L R S�ONAl- ELEV. OF SOIL, OPEN SIDE (FT) = 1 .00 WATER TABLE, RETAINED SIDE (FT) = 0.00 ~ C WATER TABLE, OPEN SIDE (FT) = 0.00 F WALL THICKNESS AT BASE (FT) = 0.67 d)� s WALL THICKNESS AT TOP (FT) = 0.67 Y SLAB THICKNESS (FT) = 1 .00 v J _ M 3 BARS J J AT 5.00 IN O.C. MINIMUM DIMENSION OF HEEL (FT) = 2.83 J < �/p FIXED DIMENSION OF TOE (FT) _ 1 .00 3 Z 'AV �Lf $arS WEIGHT DENSITY OF SOIL (PCF) = 120.00 H K FACTOR FOR LATERIAL PRESSURE = 0.27 Z W ALLOWABLE SOIL PRESSURE (PSF) = 6000.00 < W W Z SOIL FRICTION COEFFICIENT = 0.50 T 0 W FACTOR OF SAFETY (SLIDING) = 1 .63 FACTOR OF SAFETY (OVERTURNING) = 2.40 11 1 .00 ggrr J♦ DEPTH OF SURCHARGE (FT) = 0.00 0 N o �\ Q► 4 BARS AT 7.00 IN r{ BACKFILL ANGLE (ALPHA) (DEG) = 0.00 = * 3 BARS AT 7.00 IN * 4 BARS AT 7.00 IN FIXED DEPTH OF SHEAR KEY (FT) 0.00 WIND LOAD (PSF) = 0.00 r "2--" S.0 , 0.6 1 .00 1/3 INCREASE (WIND) (1=Y,O=N) = 0.00 S8 3-39 r� FC (KSI) = 4.00 / BASE PRESSURE ' U FY (KSI) - 60.00 3.50 SLAB CLEAR COVER (IN) = 3.00 r{ WALL CLEAR COVER (IN) = 1 .50 MOMENT IN SLAB (K+FT/FT) LOAD FACTOR FOR CONCRETE DESIGN = 1 .50 II MAX SOIL PRESSURE (PSF) = 1994.80 0.60 L W 1 . MAX FACTORED MOMENT (LB*FT/FT) = 5426.37 1 55 0.756L a H PRIMARY AS (WALL) (SQ IN/FT) = 0.2341 PRIMARY AS (SLAB) (SQ IN/FT) = 0.3325 SECONDARY AS (WALL) (SQ IN/FT) = 0. 1264 ' p SECONDARY AS (SLAB) (SQ IN/FT) = 0. 1795 SHEAR IN SLAB (KIP) A J�uS ��y� /C a/ N pj d o 1 1� .80 W 0.75 L E-+ I Q E-� WATTSUN 5. 5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 1 i i/ 17/?5 FILE: C: \\WATTSUN5\\LINCOLN. WS HOUSE IN Struc Mass Light Frame, Sheetrock:-walls^---- --M- 3. 000�--2590 ___---N7770 _- --------------------------------------___---_-__--_--__-_-----_--------------c------- HEATING/COOLING/VENT'ILATING SYSTEMS PROPOSED Heating System Type: Heat Pump: Air Source Make: THANE Model : TWR03i iC 10 yA/'TWV030B 140(-) System Efficiency: 7„ 1 HSF'F Backup AFUE: 100. 0% (Electric) Modified Efficiency: 175 „/„ Design ACH: 0. 60 Design Load (at 53F dt) : 45893 Btu/hr Duct Losses (% Dsn Load) : 6799 Btu/hr ( 15„/„) Total Load: 52692 Btu/hr. System Size (Output) : 52500 Btu/hr (100%) Outdoor Unit Size: 2. 5 Tons Q47F) Auxiliary Size: 10.2 kW ( 100 ) HP Balance Point: 35 F Average Annual Heat: 16300 kWh Annual Cost: $ 900 - Ventilation System: Integrated Spot & Whole House Cooling System: THANE SEER: 10. 0 (Ducted) 3ooling Load (at 5F dt) : 11559 Btu/hr System Size (%Over) : 1 . 1 tans (@100%) Annual Cool Requirement: 6(.:yQ F:;Wh/y r Solar Access: Partially Shaded PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area ------------------------------------------------- SUPPLY Vented crawlspace R•••- 8. 0 518. 0 f•l:"r RETURN Attic or garage R- 8. 0 103. 6 f t ' --------------------------------------------------------------------------------- Page 2 - =============================================================================^ ` WATTSUN 5. 5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 10/ 17�1 FILE: C: \\WATTSUN5\\LINCOLN. WS HOUSE ID: ______________________________________________________________________________ GLAZING ORIENTATION PROPOSED PROPOSED � South : ft2 North : 397. 0ft2 Southeast : Northwest : , East : West : Northealt : Southwest : Eff S Glz: 3. 2% _______________________________________________________________________________ , - ` ° ~ Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions~ occupant lifestyle and other factors. ===================================== Page 3 ================================= k x.ros occs-.,ou oc I o .... V OF z 00 z 0 ti m m m m Y n} T iJ pt MODEL2662A /}.,�1 ,,r„ ,CQI�► REPROOM 2 BEDROOMS, 2 BATHS d •.` -" ' X.902 SO. FT °`'` ' APPROX. ( - i &bCtf '-076ct urn, �3 hve� 17 w��Pf I b 1 WA | buw 5. ` HOUSE ID: FILE: C: \\WATTSUN5\\LINCOLN.WS================================================= Site: Analyst: Jurisdiction: Utility: Owner/Builder Earl Lincoln Coost, Bldg. Type: Offices . Floor Area: 2590 G}, Weather Data: Olympia WA ,Buil�er: ' . Climate Zone: 1 ============================================================================== � | | The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. | | | \ REFERENCE PROPOSED � { COMPONENT PERFORMANCE 599 584 Btu/hr-F | ENERGY BUDGET 4.35 4. 33 kWh/ft2-yr ! | / REFERENCE DESIGN Reference Component Value X Area = UA _ ___________________________________________________�________________ On Grade Slab ^F-0 540 172ft 92.9 2 U-0 041 30 1 . Floor ^ 5 252^�� U-0 650 388 Glazing @15% ^ ^ U-0 390 1 0 0. 6 Doors ^ ^ ^ AG Wall U-0 062 3309 205' 1 ' ' 2 U-0 036 1310 47 Ceiling, Attic ^ ' Infiltration ACH-0. 350 23310ft3( 149. 3) ` Reference UA 599 ` ________________________________________________________________________________ PROPOSED DESIGN COMPONENTS Component Description ' - Value X` Area = UA ---------------------------------------------------------��- �� On Grade Slab R10 2 ' horizontal F-0. ^ 0` 172ft 120. 4 Floor R19 vented Joist 16oc U-0. 041 30 1 .2 Glazing @15% 291 Wood/Vinyl <1/2" , Ar+LoE U-0. 530 397. 0 210' 4 Doors Wood 1 3/8" , solid panel U-0. 570 1 ~ 0 0. 6 AG Wall R19 STD Lap Wood U-0. 062 3300 204. 6 Ceiling R30 blown Attic STD baffled U-0.036 1310 47. 2 lnfiltration Standard Air Sealing ACH-0. 350 23310ft3 ( 149' 3) ------------------------------ Proposed UA 584 ================================================================================ Items in parentheses not included in COMPONENT PERFORMANCE totals. =============~ ===================================== Page 1 ===================== _�