Loading...
HomeMy WebLinkAboutBLD97-0211 SFR and Garage - BLD Permit / Conditions - 4/14/1997 MASON COUNTY j Mason County Bldg. III 426 W. Cedar 1� P.O. Box 186 Shelton, Washington 98584 c I L._ T J F N t_» F' F i t M I r FOP I N',sPkC I ION,., CALL. 4 7-9610 BETWEEN 5pm AND Sam 427-7262 E RL.D97--0211 PARCEL -420087890041 PLAT s 01 V :? BL.K :? L.OT s? � f JOB ADORESS s W 850 DAYTON -IRAIL.S DR SHELTON OWNC-R s MIKE MAa_PASS» 352- T641 CONTRACTOR : WITT'EN€>FRG 41°43--7571 { LECIAL : TI 4-A OF SORV 15115I TR 3 OF SP #2215 1 851 DAYTON TRAILS DR CLASS OF' WORK , :NFV4 RFDR s 4 BATH s iTYPf AMOUNT BY DATE RECEIPT TYPf AMOUNT BY OAlI Rf.CEIP1i TYPE OF USE . . . . :SF S1ORIFS . . . . . . . .2 .—�: a x: «�.•_�s :� :� . •.zx, z :# L OCCUP . GROUP . . . :R3 F1L.DG . HE I (AHT , . : N .Ot i ADDR 1 5,00 CPR 04114197 4426C SIFE 1 4.S8 (:PH 04114107 44296 i TYPE OF CONST . . :5N FIREPLACES _ , ,, 0 PRNT 1 $74,50 CPR 04114197 44?66 FNCF ! r6.O0 ('I'R wmm7 A266 OCCUP . LOAD . . . , : 10 WOODSTOVFS . . . . : 0 PICK 2 373.43 CPR 04114197 44266 "'- DWFL.L: .UNITS . . . . 1 PARKING SPACES : © PLY t 4E .418 CFO 04114197 41266 INSPECTION AREA : 2 SHOP FLINE7 sN NCH $ 46.O11 CPH 04114191 44266 10111h 1#76.43 VAL$LATIONt1051591 mrm�csrsa�eatac--rz:�oarr_z:i+ax zs 1 :(_'. 3`SETBACKS--.--- _.__._ .._.__ 1*01 LETS . . . . : . . . . . : 3 FUEL TYPES - - - -- BOILERS/COMP---i" MOBILE HOME-'--' FRONT . : .S 5 Ott BP''TH BASINS . . . . . . : 3 : /ELF_ / / / : 0•-3 HP . 0 . �/� REAR . . . .N 5 .Oft BATH TUBS . . . . . . . . 1 3-15 HP . s 0' 1140EL s SIDE ! 1 ) .F 5 .Oft SHOWERS . . . . . . . . , . 1 FORN < 10OK FTU - 0 15-30 HP , 0 -MAKI^•-- ------- '! SIDE (2) W 5 .Oft WATER HEATERS . . . . : I F URN y-100K. BTU s 0 30-50 HP . s 0 �.-'. r SHRL. INE _ 0 .0ft CLOTHES WASHERS . . : i' FURN - FLOOR . . . s 0 504 HP , : 0 -YEAR-------- AREA --- _...__ -___-_ KITCHEN SINKS . . . . : 1 HEAT PUMP . . . . . . . 0 1 L.OT SIZE . '.. . s FI OOR DRA INS . . . e 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : P LENGTH s 0 + s F111Lt11NG . , . s 2080sf ' DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 5 HOODS . . . . : 0 WIDTH . : 0 BASEMENT . . . : Osf LAU14DRY 'FRAYS s H DOMES . INCIN :O --SERIAL # � DC!CK G . . . . . . : 393sf f.1I SHVA SHE RS . . . : 1 AIR HANDL 1 NG UNITS— COMMI. . I NC I N :O GAR/GARA► :G 440sf GAA13 DIS'RASALS . . . . 0 10000 cf,91 . s 0 RFIOC/REPAIR : 0 AT/DT . sA URINALS . . . . . . . . . . . 0 > 10000 oft . : 0 OTHER UNITS . : 0 MiSC PU.M FIXTURES : s21 GAS OUTLETS . s 0 s�-'6II�uSs15a=+SJcna.^r.:x:.:sa��ra.G.:n.9VYsarw:cf.3.'lscc-n'xlztt.YKs1.-ST�3.R.1Riif%:J.w�s�E�iCYs:.'•'�xt�^.,.[r.+r.R�imzac C?��.e;sc:�ya�:ss' aCil�"s.OS•:;x'r.s�;::ae zare.9�s•sra�9m?'....xc¢�'asC-acrcrec:c-a^:s:Z:sa'Kcracc"tsyz• aX�Yes.s=^=. 6= PR®dECT BESCAIPFI4N:EfSIDENCF ANR GARAGE ,, PROJECT LOCATi0N:N0Y 1#1 10 AIRPORT OAY1011 Pp BY STATF PATROL ACADEMY IEFT 0110 AIRPORT OAYION RD PAST ACADEMY PRISON, DAYION TRAILS IS ON RI691 NOURE #FAR- _ ENO E THIS PFRNII BECOMES PM 1 AND VOID II' VORK OR CONSYAUCIION AUTNOR17E9 IS NOT COSAfNCED NITHIN 180 OATS, OR If L'ONSTRUCTION OR WORT( IS SUSPENDF9 FOR A PERIOD OF 188 BAYS AT ANY TLP� M ER NORK IS COMNENCEB. E.VIIENCF OF CONTINVAT1911 OF 1OA9 4S A PROGRESS I#SPFC1101 1110I1 THE 101 DAY PERI00. FINAL INSPF.C1100 MOST 8 y APPtOVEB MORI 10110ING CAN BE OCC If0. 00 AIkr L J �' D m; _ i1T, rs► t #31 ;• COMPLIANCE TO ATTACHED COND1-T IONS IS IRFQUIRFI) CQWhETE /- f7 MECH -ICAL MOBILE HOME ` Footings-Setback < date -Y7 by Ribbons date j- -97 by Gas Piping date b dation Walls date by Set Up ace I by INSULATION date by �. BG/SLAB Insulation Floors Final date by date by date by FRAMING FIRE DEPT. date Z3—? -�7 Z by d aelse_ —g 7 by date by PLUMBING OTHER Attic M' Groundwork date b date ' b y D.W.V. F�r< 4' WALLBOARD NAILING date date - 7 by Water Line ��7 by FINAL INSPECTION ' date _s-�? by date10_Cj,Ct'Z by date by 7-G 7 &,-w c4 -aY-- 'F nil ' 2aU C.QY -Cej- 710 i T Y CX-� Vl 16 AVA i ` MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Pr:= Fi " 1 'r` Cc) r4n 1 -r 1 C) N Case No . : BLD97-0211 For = MiKF MALPASS Page : 1 1 ) The undersigned property owner Is award of the uncertainty regarding Mason County ' s development regulations created by the Growth Managmeot Hearings Board 's Order of October 2 . 1996, and In consideration of Mason County ' s willingness to pr0000d with processing of app ! ioations which might be affected by the Order , the undersigned pproperty owner 1IPrebv agrees to waives any I awsu i t , action . or c ! aim for damages raga i n� t Mason County which may arise out of Mason County ' s actions In acceptance processing andf or Issuance of such permits or approva 1 s ( hereinafter "permitting aaoi i ons" ) , which damages ajre attributable to the County '-3 decision to take permitting actions despite the risk that changes • to the County 's development recqulat ions might later make the Countv 's permitting actions Invalid • ) rh i s app i 1 aa't ion Is sub i etc t to Ruf ter and Landscaping r equ i remFnt A:: estrab i i shed under Mason .� unty Ordinance 1 .03 .036 . X � y r 3 ) The kisea, handling and sutra a of hazardous materials or f l ammab l e and combustible I l qu i ds i n excess of 10 ga ! yoiir, Is not a l i awned without the approval of the Ma:,-ion Count v Fire iril -s h ra 1 , I' X f 4 ) Sub je It , to oorad I t i c n:. of Resource Lands and Critical Areas (RLC ) Check i ! st not i f i cat I on lotto X.._..._... r, 1 A I I approti/e ri ro I ans are requ i red to too Or)- ti I to ror 1 it-; ect i ail Purposes . !f i n�;Fwc:t I oil i is �r3i led for and plan, .are not on site, Approval WIFL NOT be granted . in addition , a Re- inspection fee i n the. amount of � ? .00 per hoar (m i n irrium 1 hour i will i ! be chFrrge,t and must be col looted by this department prior to any 'further Inspections being performed or aepprov I granted . X �II CON•1,RETE MECHANICP"� 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 by date by date by FRAMING 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 I I I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O, Box 186 Shelton, Washington 98584 6), PURSUF,NI i t.' t ;4:0 ;;N. 1 01141 ilk)I I U i t.1tz 1 J ;JN > i:i ( i.: r AND ,t + ; oti ', 1 11 i 1 HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BF PLAINLY VIS18i.E r AND LE G I RL 1= FROM THE SI NE F T OR ROAD FRONTING THE PROPERTY . MASON COUNTY BU I 1 D 1 NG DEPARTMENT REQU I RFS THA l' THIS BE COMPLETED PRIOR TO CALI I Nt, FOR .ANY SITE INSPECT IONS, . A RE I NSPFrT I ON FEE , BASt'D ON RATES IN 'TABLE 3A Of' TIIF 1 q94 UNIFORM BU 1 L D 1 NG CEDE W I t t BF ASSESSED IF OWNER/Ct)NTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPkC IONS . 7 ) '1 tie aorrecy t I on I i st , a l ono w 1 t h t he f nergy Comp I i anc:e Work 'sheet ( when app l i onb 1 e+) i s part of the plans and must remain attached thereto it iQ the responsibility of the a�►p l i oant to make co► rec: t. i ons Indicated can the p l ans from the correction I I qt, . Once tie plans are marked APPROVED they may not be changed or altered without authorization from the Bui l6ing Official . "the per-mit holder ! s reponsible to retrain the compliele approved set of plans on site for the duration of the project . Failure to comply will result in fAi Iur a of required Lain !ding) Inspect ions . Every K?F: -mit c 1 explr-e by limitation end become nu1I ano void If the buiIdInq or work authorized by such permits is not i;ommenced within 180 days from the rat. of i ssuanoe, or It the building or work authorized by such permlts is suspended or 'Indoned at any time ,;after then work is nomme+nced for a period of I A0 (Jays . X__._ . _ _�.___._____.�,.. 8 ) AL!_ C!t!t TRUCT I ON MUST MELT OR EXCEED ALL. LOCAL CODES AND 1111C, REQUIREMENTS . 1 g i Proposed structure or part on. hereof with an projection over 30" In height from grade r line, must Maintain a 5 ' s ; Ion distance between adjacent structures and that furthest projection . X it n ; 10) CONSTRUCTION PROCESS TO BE FIELD CORRECTED .QUIRED PFR MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE . x a CONbAETE MECHANICAL MOBILE HOME ' Footing;-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 by date by date by FRAMING Walls FIRE DEPT. date . by date by date by I 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 I I I I I r-M Permit No. 4 FEB 27 19S7 MASON COUNTY BUILDING PERMIT APPLICATION EFAL S *ji�� ' W' Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628�L� PLEASE p #Aityite r Phone# I Address IN f i V Fire District# Ito St I k ZI Dire tons to Job Site . Owner Mailing Addr ss City St ZAp l Lien/Title Holder Address � (� City St Zi #2 Contractor Name Contractor Reg # Z Address Expiration Date City StZi c�- Phone# #3 If septic is located on project site, include records. Connect to Septic?_Af!:�'Public Water Supply r� Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 rcel No ftegal Description TP #5 Building Square Footage: (existing/proposed) 1st FI / 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / t #bathrooms Garage 445—carport / (Circle:Attached or Detached?) Other sq. ft. / #6 Use of building Describe work l C � #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 lfoqsS 9005// MasO n AC ppRHealth SerV`ces initials oV�D oats � y0� to, 1 � �,�pF�t4�roN Rv vP 14,�' I OI S-rt�1P MAP 'F / Ex►7 1 Oq M�K� Mt�L�F�SS E 2c7 SH�.L`c©N, '�A S+-r E 3r�` YLK)c OAq*voo TRAIL'$ ux 3lvG A a3NMO 31VG f13NM0 'G3lN?Wf1300 GNV 11011VIIINC0 3H10NV 830N313JV`HIG:'131104011JICSIJIIf H11M S31ON30V 1V1NIT'12 013H1 A8 03A0?,'ddV•3Jd 38.ISP,!V iJ'Jld SIHI 01(S)30NVH1 AIIV I,l.d3d3Ed SIH I i0 G31MIti3d 51i^,tidl3S Mdlf4�-3J •3G09 ONv siN11 lOi'S1 m 83?1M 3M 1111 HS11an8a 11U.+{f' imd SIHI HIIM 31NM8110 NO3 NI:sJVli 7-MV1311S 3H10;`.lid3V1:FAQ;-Idif�l 311I 1VNl 38I1Stlj O 131ilIS dikS3J Si I'Z SS?I2'?Ll1'Ii 0;)C'v'J h OO(O 2�L' CM Z b A3Vbf133V S11801 A IMISNOdS3d llfii SLd311V GNV S'GG31��1011;',V (TM0138 ONINJIS AG'OHM 83NMO 1:10 Odd IM Aa G31A31A38 GNV MUM N339 SVH NVId IUId SIHI NO H011Vh'1803111 Ml S-ttb2i! C�+ol?.b�t x x X --� : s.V 3�►S -tT� iv-v- Si -'cnm 0)Z b/M 1 Vi 11 - LZ `a-f �csv - ; E-,$r ,h ' tj c» f N0LI B Ssdd�dW �r(W o�E L Na%A 3Sti3 ClbQ� ,09 /• ..\ C b OLxZL TV m Q l l 08 Oz VMS ID CA O 3snON ;' c w 11 Q O :31t�r�S oss 1 � 1991 WASHINGTON STATE ENERGY CODE AND VENTILATION AND INDOOR AIR QUALITY SINGLE FAMILY RESIDENTIAL APPLICATION Site Address _ `\ ► 1 �CJ�I 1� Parcel � I Lot Subdivision Mew Residence ( ]Addition [ ]Rernodel Area (sq. It.): 1 st Story . I 2nd Story Basement Compliance Method ( )Prescriptive -- Indicate option IsnonMc,Adshanq ( JI ( JII ( ]III I ]IV ( IV ( ]VI ( JVII ( JVIII (-Kornponent -- Attach documentation and calculations [ ]Systems Analysis -- Attach documentation and calculations heat System ystem [ KlOctric (Electric Resistance) ( ]Forced Air [�II Heater [ ]Other [ ]Baseboard [ ]Radiant Make _ Model Size (KW) ( ]Other [ ]Gas Furnaco ( ]Oil Furnace [ ]Meat Pump [ ]Other Make Model Sizo (13'ru) _ _ AFUE _ HSPF -- Ventilation System [ ]Non-1 it-at Recovery Ventilation [ ]Spot and Whole House [ ]Central Ducted [ ]Integrated with Furnace Whole house Fan: Make Model _ �7_) Size (CFM) [ ]llent Fecovery Ventilation, [ ]Air to Air Neat Exchanger [ ]heat Recovery Neat Pump Make Model Size Attach 1) Window Schedule 2) Heat Loss Calculations Radon C C A three-month etched track radon'monitor will be provided (by"- ACKNOWLEDGE: _C_AQ • (lwild.r.upnalur») MASON COUNTY BUILDING DEPARTMENT WINDOW SCHEDULE WINDOWS (group same size windows on one line) How Brand Model U-Value Many Size Area (Sq. Ft.) co 4-°5`' 1050 ! F o - r TOTAL WINDOW AREACJ l• J�_ (q) SKYLIGHTS How Brand Model U-Value Many Size Area (Sq. Ft.) TOTAL SKYLIGHT AREA (g) TOTAL GLAZING AREA (add A+B) cJ ✓ l ' J (0) DOORS (from heated space to unhealed space) How Brand Model U-Value ManySize Area (Sq. Ft. n /) 2 TOTAL DOOR AREA (� --------------------------------- WATTSUN 5 . 5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 02/26/97 FILE : C: \\WATTSUN5\\2080 .WS HOUSE ID: Site : Analyst : IJ Jurisdiction: Utility: Homeowner: �.� �� House Type : Single Family Floor Area: 2080 ft2 Builder: Adair Homes Inc . Weather Data: Portland, OR P 2303 93Rd Ave SE Climate Zone : 1 (360) 352-7641 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code . REFERENCE PROPOSED COMPONENT PERFORMANCE 308 302 Btu/hr-F ENERGY BUDGET 2.78 TTI kWh/ft2-yr --------------------- REFERENCE DESIGN Reference Component Value X Area = UA ------------------------------------------------------------------------------ Floor U-0 . 029 1040 30 .2 Glazing @15% U-0 .400 312 .0 124 . 8 Doors U-0 .200 56 . 0 11 . 9 AG Wall U-0 . 058 1876 108 . 8 Ceiling, Attic U-0 . 031 1040 32 .2 Infiltration ACH-0 .350 16016ft3 ( 102 . 6) ---------------------------- Reference UA 308 -------------------------------------------------------------------------------- PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA ------------------------------------------------------------------------------ Floor R19 vented Joist 16oc U-0 . 041�` 1040 42 . 6 Glazing @12% **Summit Window 2/gl Vinyl Low E U-0 .3657 18 .5 2 78 . 7 **Summit Window SGD vinylLow E U-0 . 390 -. 40 . , 15 . 9 Doors **Stanely foam fill fire door U-0 .240 1 . 0 4 . 3 **Stanely foam fill panel U-0 . 240 20 . 0 4 . 8 **Stanley foam fill 1/2 lite U-0 .240 18 . 0 4 . 3 AG Wall R19 STD Lap Wood U-0 . 062 1929 119 . 6 Ceiling R38 blown Attic STD baffled U-0 . 031 1040 32 .2 -------------------------------------------------------------------------------- ------------------------ Items in parentheses not included in COMPONENT PERFORMANCE totals . ** Denotes non-standard values - check calculation of thermal value . Page 1 WATTSUN 5 .5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 02/26/97 FILE: C: \\WATTSUN5\\2080 .WS HOUSE ID: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Infiltration Standard Air Sealing ACH-0 . 350 16016ft3 (102 . 6) ---------------------------- Proposed UA 302 Struc Mass Light Frame, Sheetrock walls M- 3 .000 2080 6240 -------------------------------------------------------------------------------- HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type : Electric : Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0 . 60 Design Load(at 47F dt) : 22482 Btu/hr Total Load: 22482 Btu/hr System Size (Output) : 10 . 0 kW (150%) Average Annual Heat : 9380 kWh Annual Cost : $ 500 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0 . 0 () Cooling Load(at 8F dt) : Btu/hr System Size (%Over) : tons (@125%) Annual Cool Requirement : kWh/yr Solar Access : Partially Shaded -------------------------------------------------------------------------------- GLAZING ORIENTATION PROPOSED PROPOSED South ft2 North 259 . 2ft2 Southeast Northwest : East West Northeast Southwest Eff S Glz : 2 .406 -------------------------------------------------------------------------------- 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 . r SEP-26-1997 11:34 ADAIR HOMES—OLYMPIA 360 943 0701 P.02i02 "ENT 1 sW*.M+Fes, t-. .a o08- 8 ado 1 320 wcxt say vr,2.SWW tol Olympia,w.*ingwn 9&= TO 360 943-3590 Fax 360 352,3531 o �,� (_FA SS YJ P qll�T 97 0 a- l 4 September 26, 1997 Mr. Arne Morgan Adair Homes 2303 93td ,A,ve= SW Olympia, WA 98512 RE: Adair Homes Mason CowAy - Deck Post & Beam Support project No.: 97151,00 Dear Arne: This letter is in regards to the post beam fo the PB4dsupport hown on the original plan of deck. T1� Samson BC4 is an acceptable alternaternare Please call if you have any questions regarding this issue. Very truly yours, Sargent Engines + James Ashley-Co Senior Project Engineer JAC/der I 17609430701 ADAIR HOMES 656 P02 MAY 12 '97 10:05 STRUCTURAL CALCULATIONS FOR THE ADAIR HOMES DECK CANOPY SUPPORT PROJECT NO. 97151 April 1997 EXTENT OF ANALYSTS: The Structural Calculations, General Structural Notes and 81h x 11 Hand Drawn Details included with this submittal have been prepared exclusively for Adair Tomes Models 2-1680AG and 2080G. The structural analysis and design of this project has been specifically limited to the Deck Canopy Support to be used in regions that meet the following criteria; Snow Load < -25 PSF, Wind = 80 MPH Exposure B. No other element of these residential building strucazres have been analyzed or designed by Sargent Engineers, Inc. O of wA o� �Oer.S T EP�Q\�tr,�" ONAL �G ��7 t?YPIrhE9 SiVet GENT Sargent Engineers, Inc. 320 West Bay Drive, Suite 101 - Olympia, Washington 98502 • Tel 360 943.3590 • Fax 360 352.3581 13609430701 ADAIR HOMES 656 P03 MAY 12 197 10:06 STRUCTURAL NOTES QEXERAL OTES These general notes are to be used as a supplement to the specifications and apply to all structural components of the deck canopy. Any discrepancies found among the drawings, the specifications, these general notes and the site conditions shall, be reported to the Engineer of Record, who shall correct such discrepancy in writing. Any work done by the contractor after discovery of such discrepancy, but prior to correction of such discrepancy, shall be done at the Contractors risk. CODES All Methods, materials, and workmanship shall conform to the 1994 Uniform Building Code (UBC) as amended and adopted by the local building authority_ All reference to other Codes and Standards, (ACI, ASTM, etc. ) shall be for the latest or most current edition available . DESIGN Structural design is in accordance with the structural provisions of the Uniform Building Code, 1994 edition. DESIGN LIVE LOADS Roof - 25 PSF Seismic = Zone III Z=0 . 3 I=1. 0 Rw-8 C-2 .75 Wind Load = 80 MPH wind speed; Exposure B; Method 2 SOILS BEARING Allowable soil pressure assumed 1500 psf . STRUCTURAL CONCRETE GENERAL All concrete shall meet the requirements of ACI-301, "Specifications For Structural Concrete For Buildings . " Proportioning of ingredients for each concrete mix shall be by Method 2 or the alternate procedure given in ACI-301 . Place concrete per ACT-304 and conform to ACI-604 (306) for cold weather placement and ACI-605 (305) for hot weather placement . Use interior mechanical vibrators with 7, 000 RPM minimum frequency_ Do not over-vibrate. Concrete shall be placed monolithically between construction or control joints. Protect all concrete from premature drying, excessive hot or cold temperature for seven days after placing. 13609430701 ADAIR HOMES 656 PO4 MAY 12 '97 10:06 STRENGTH Twenty-eight day compressive strength shall be: Slabs, footings, walls and plinths 2500 psi. 5 1/2 sack mix. Slump: 4" t I inch. Maximum Water/cement ratio: 0 .46 MATERIALS Cement : ASTM 150, Type I . Coarse and fine aggregate : ASTM C33 . Water shall be clean and potable. ADMIXTURES Water reducing admixture : ASTM C494 . Admixtures shall be used in exact accordance with manufacturer' s instructions . Synergized performance systems : Concrete using admixtures to produce flowable concrete may be used subject to Engineer' s approval . Air entrainment : ASTM C260 and ASTM C494, Entrain 4k plus/minus 1t by volume in all exposed concrete. No other admixture permitted unless approved by the Engineer of Record. kEINF'ORCING STEEL Reinforcing steel shall conform to ASTM A-615 Grade 60 (except #3 stirrups may be grade 40) , new billet stock, and securely tied with #16 double annealed wire. Welded Wire Fabric shall conform to ASTM A82 and ASTM A185 . Reinforcing in slabs shall be supported on well cured concrete blocks or approved metal chairs. Provide support as indicated or recommended by A.C. I . STD 315 . Reinforcing shall be placed in accordance with "C.R.S. I . Recommended Practice For Placing Reinforcing Bars" . Shop plans shall be submitted in accordance with the project manual for review by the Architect prior to fabrication. FORMWORK AND SHORING Follow recommended practice for concrete formwork (ACI-347) . All shoring shall be the responsibility of the contractor. Formwork supports and shoring shall be designed to provide finished concrete surfaces at all faces level, plumb, and true to the dimensions and elevations shown. Tolerances and variations shall be as specified. L 13609430701 ADAIR HOMES 656 P05 MAY 12 '97 10:06 CONCRETE COVER The following concrete cover shall be provided for reinforcement : A. Concrete cast against and permanently exposed to earth: 3 11 . B . Concrete exposed to earth or weather: 2" for ##6 through ##18 bars. 1 1/2" For #5 bars and smaller and W.W.F. C. Concrete not exposed to weather or in contact with ground: Slabs, walls, and joists: 1 1/2" for #14 and #18 bars, 3/4" for #11 bars and smaller. CONCRETE WALL REINFORCING All concrete walls shall have minimum reinforcing of #5 at 15" o.c. each way, unless noted otherwise. At all openings provide (2) #5 over, (1) #5 under and at each side of opening, (1) #5 diagonally at each corner of opening. Rebars shall extend 21" minimum beyond edge of opening. STRUCTURAL STEEL All steel shall be fabricated and erected in accordance with American Institute of Steel Construction Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, Latest Edition. Obtain approval of the Engineer of Record prior to site cutting, making adjustments or performing field welds not scheduled or shown on plans or details . All ASTM A325 bolting material shall be provided with certified direct tension indicator washers and hardened washers for field bolted connections. Shapes and plates shall be A-36 material . 'rube steel columns shall be ASTM A500, Grade B, fy=46 ksi . Shapes and plates shall be galvanized. Apply SSPC 20 inorganic zinc-rich primer to all field welds made on galvanized surfaces . WEM ING All welded connections shall conform strictly to American Welding Society standards and the Uniform Building Code. Welding electrodes shall be E7018 . All welders shall be WABO certified. Apply SSPC 20 inorganic zinc-rich primer to all field welds made on galvanized surfaces . 13GO9430701 ADAIR HOMES 656 P06 MAY 12 '97 10:07 WOOD FRAMING, LUMBER GRADING Allowable stress required shall be in accordance with standard grading rules of West Coast Lumber no _ 16 . Moisture content shall be maximum 19!s . Load bearing and exterior studs and plates shall be of grade Douglas-fir ##2 or better, unless noted otherwise . Joists and headers shall be of grade Douglas-fir ##2 or better, unless noted otherwise . Plywood sheathing shall be APA grade trademark plywood with nominal thickness as shown on drawings . Roof and wall sheathing shall be per these general structural notes . Roof, floor and wall sheathing shall be plywood g nailed with lOd common nails at 6" o. c . along supported edges and at 10" o.c . along intermediate framing members, unless noted otherwise . Boundary nailing to be 10d common nails at 6" o. c unless noted otherwise . Nailing of roof and floor sheathing at shear walls to be same as shear wall nailing. All floor, roof, and shear walls require 41 x 8 ' plywood sheets . At edges of diaphragms where plywood sheets may be less than 2411 , plywood sheets shall be fully blocked around entire piece with led common nails at 6" o/c unless noted otherwise . Wood framing details, not shown otherwise, shall be constructed to the minimum standards of the UBC and shall conform to Table 23-T-Q- Nailing Schedule of the UBC. Notations on drawings relating to framing clips, joist hanger and other connecting devices refer to catalog numbers manufactured by Simpson Strong Tie Company, San Leandro CA. All Simpson Hangers used in exterior applications shall be provided with "Z-Max" galvanizing, when available, or shall be "Hot Dipped Galvanized. " Stainless steel nails shall be provided for all Simpson Hangers used in all exterior applications . The following stainless steel nails, as manufactured by Simpson, shall be provided; 8d = SSBD, 10d = SS10D, 16d = SS16D. Equivalent devices by other manufacturers may be substituted provided they have TCBO approval for equal load capacity. PRESSURE TREATED WOOD Preservative Treatment . All lumber and plywood required to be preservative treated shall be pressure treated in accordance with U.B .C. Section 2303 . 1 . 3 to bear the FDN grade mark. Each piece of treated lumber and plywood shall bear an approved quality mark or that of an approved inspection agency which maintains continuing supervision, testing and inspection over the quality of the product , as described in the U.B . C. Standards, and shall be identified as required by these standards . Where FDN lumber is cut or drilled after treatment, the cut surface shall be field treated with approved preservatives by repeated brushing, dipping or soaking until the wood absorbs no more preservative . 13609430701 ADAIR HOMES 656 P07 MAY 12 197 10:07 1 • ENT Project: ��jr2 �j Subjjject���,�-� gprgent Engineers,Inc. 320 West Say Drive,Suite 101 Olympia,Washington g8502 Tel 380 943-3590 Fax 360 352.3581 By:U'E— Date:41- Id1R[1 pup /ce 32 2�X8 f�,44� E#t,44_ N -4x4 r� � Ole- To;? � X. A. � Ar . . Div, Z` 411 Sheet I 13609430701 ADAIR HOMES 656 P0O MAY 12 '97 112 SAAMENT Project: Subject: ` Sargent Engineers,Inc. 320 West Bay Drlve,Suits tot Olympia,Washington 965p2 Tel 360 943-3$90 Fax 360 352-3581 BY Date:4/q I - . WALL �P _ 2--2X6 1 ole, fi ® 2 4 xg f�- 44J tr %, `844 -PL 14 x.3, It Mul' Sheet 13609430701 ADAIR HOMES 656 P09 MAY 12 197 10:08 • ENT Project: 4DIp �0.�5 Subject: I &QM ' Sargent Engineers,Inc. 320 West Say Drive,Suite 101 Olympia,Washington 98502 Tel 360 043-3590 Fax 360 352-3581 I--By: c Date:*I5 4 At) vG: ca 2C, V CZ 275 s- 2W 4xa ¢ 7Z 4Xc? 6� GARY YANDO,DIRECTOR STgTFO 19- A U u DEPARTMENT OF COMMUNITY DEVELOPMENT a T 2 PLANNING - SOLID WASTE - UTILITIES N Y BLDG. I • 411 N. 5111 ST. • P.O. BOX 578 1864 SHELTON, WA 98584 • (360) 427-9670 DISCLAIMER/WAIVER OF COUNTY LIABILITY: PERMITS ON EXISTING LEGAL LOTS OF RECORD, LAND DIVISION APPROVALS, SHORELINE PERMITS, VARIANCES, AND SPECIAL USE PERMITS: The undersigned property owner is aware of the uncertainty regarding Mason County's development regulations created by the Growth Management Hearings Board's Order of September 6, 1996, and in consideration of Mason County's willingness to proceed with processing of applications which might be affected by that Order, the undersigned property owner hereby agrees to waive any lawsuit, action, or claim for damages against Mason County which may arise out of Mason County's actions in acceptance, processing and/or issuance of such permits or approvals (hereinafter"permitting actions'), which damages are attributable to the County's decision to take permitting actions despite the risk that changes to the County's development regulations might later make the County's permitting actions invalid. 9-7 "fio-Dy- -1p- gvv�l Date (Parcel No. or Legal Description) r 1� Property ow signature(Notarized) (or the County may accept the signature of the owner's authorized agent upon proper proof of authoriza tiSF4,.-., S; NOTARI, ��E ACKNOWLEDGEMENT CERTIFICATE (INDIVIDUAL) 0 U ° ° PUBLIC ° _N y 0 STATE OF ` �(; � 01� 9 °'06-9$.?°1 S�N � -� WA � COUNTY OF Y\Aa On this—, day of , in the year CA before me Notary Public, •L�ru1L T11 �. personally appeared ` /2C C7 .��� personally known to me to be the person whose name is subscribed to this instrument, and acknowledged that he/she executed it. WITNESS my hand and official seal. -For County use only- (� l Reviewed by applicant on ate Notary's signature Staff Initial: LON— My Commission Expires: N '