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Home My WebLink AboutBLD96-0358 SFR, Deck and Garage - BLD Permit / Conditions - 5/23/1996 L MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O, Box 186 Shelton, Washington 98584 F4 L) i 1 . 13 1 1'J (11 P E_ t1 M 1 4 I FOR 1 NSPEC T i ONS CALL 427--9670 • RFT"WIFFN 5pm AND Ham 427..7262 RLD96--0358 PARCEI. s 3223275yp152 PLAT' - D I V :7 13LK t? LOT s 7 JoB Anf)E1r Sti : F P52 UNION IW I GHTS DA !IN I ON OWNER : GF.RALD LOOMIS 264--4E593 f'ONTRACTOE1 t JO1IN8ON filall- 2255 LEGAL s TN 15-8 6E $111V 5159 TN 2 Of SP421060[f SUHV 61126 PCL I OF BLA 194••411 iK.r'W.w'.YRC:F9poltAear>--ypZ•pY1CSlCP'l�.Y^"YW4"]=::hxitlPX'z-�:'::�.ii.•••e<:%t::.ti9.iC.-�--P[•:^�T VY>SxJ�':.t..4tAJnPasPM[i'mFCi"'0�91.Li'R�' Cl Afi: OF WORK . .. :NE=W 81:1?Ft tYPf ANOINT RY DAII, RICE IPT FYPF AVOW KY DA1F 1FCEIPI TYPEOf t 1 H . e S 17 S T O R I US . . . : . . . : 1 ::�:<,..., �. -.z�snt�. r ,�:,,>��:PP>•r� � � : :3,Y-P�:�-,,:;_> . . OCI;IIP . U340111" . . : 7 61.1?t, HE IGH'1 0 .01 t PRW1 # 511311 CPR 6!1123!16 41991 Siff t 4.51 CPN 0193f96 41991 TYtPf' OF CO ST . t? E IP1:PI ACES . . . 0 Pitt 25t1,15 CP11 Ab123196 41991 ENCP # 26,00 CPN 01211196 41491 OCCt . 1 OAI) . . . .. t 0 W()CaE)S'T'OVF5 , . . , s 0 PIN # S8.50 GPtI 9512310 4i901 T)W I.1N 1 fs: . . . a 0 PARV I NG SPACES ! 0 INCH # 42.2S CPR 11•423196 41091 1n PFCTION ARFA'. t ? SHOW I INf7 cN 1DST ! 32.00 CPI! 05123196 411141 TOIAIt 946.S9 VA11LA1I01t 03657 ' �.•��oama.-ss:aavru�.a+e.ave[r a..:orzsr.-es:^�sae.-oPeP.-. esx.:.!a+Amos'wr.vsnxn..•.sxsr:_ram--eaec.�+PnwgwPt.a�'nPwote:• of TBACKS-- - _- - - 1*0111:I'S . . . . . . . . . . t 0 rucI.. TYPE`;-. _._. .._._ _ BOILERS/COMP -- MOBILE HOME_.._ FRONT . 0 .Of t BATH PAS I N!� . . . s 0s t t71 3 HP . t 0 DEAR . . . . 0 .Ort BATH TUR3 . . . . . . " . s 0 3-15 HP . 1 0 MODE!_ t SIO ( 1 } 0 ,01 t ;�IIOWE ria1_i . _ . . . 0 TORN < 100K Filth 0 15 "30 NP . : 0 M1AK1 S I DF (2 ) . 0 .of l WATEP FfEATERS . . . . : 01 FFURN »100K PTO : 0 30-50 HP . t 0 " SHRt I NI O .Oft CI OTI-IFS• WAS► FPS . . ► 0 t-I)FIN VI OOR . . . t 0 50.1. HP . t 0 YEAR— . AREA KITCHEN RINKS . . . . : 0 HEAT PUMP . . . . . . : 0 LOT S l /E. t FLOOR ORA I NS . , . . . t 0 VI-N'r 8YS TVMS , . . _ 0 F.VAP COO1 1:14S t 0 LE NGTH t 0 { BU I L Q I N(3 . . , t ' 13969 f DR I NK I Nei FOUNT : . . t 0 VEN1 FAWS . . - . . s 0 HOODS . . . . . . . . 0 WIDTH . s 0 BA SEMEN4 . . t 1005F]f I.AttNI)RY TRAY:: , . . , 0 0OMI-S . INGIN10 .- SURIAI 11 DECKS . . . . s 1 4133T DISHWASHERS . . . . . . t 0 AIR HANf)I I Nisi ON I tS- - COMMI_ > 1 NC i N tO j GARICARP ;G 370,, f GARFi f)IS110FfiAI S , : 0 J0000 0 'HFI OC/PfPAIR : 0 1 ATIDI . sA OnINAI.S . . . . . . . . t 0 y 10000 oft . . 0 OTHER ONITS . : 0 j 1 MIS(: 1`11 M f 1 X T01IF : 0 tiAS 01111 1 .1 PROJECT Of.uCRfP1!ONrRESlI1FNCf, Olict Alp GARA6F PROJECT IOCA1011tNCRIAVY RD 10 UNION JUST PAST rP STATION ON RIGHT Go I1F1 UP iill.l ON .Rft NAWO 110140 01FHlti AT FIRS) INTtiW1100 G'1 RI(W 111E RI&111 WIN, LOF IS 219 101 ON RIGNI. THIS Pt.R411 BECOMES Null AND VOID It NOR« OR C0181RUC1l0N A01H01111,11 15 NOT CONNENCfO 111111N 150 IIAY�, OR If C.ONSTR00 109 ON 100 IS ROSPINDED FUR A P1N1110 '4 Of 186 PAYS At ANY fill Afft.1 FOAM. IS COMNENCF.9. tVINENCF OleCONTI110110A 0a 1019 14 A PROGRESS INSPE0 10N WITHIN TNF. IS# DAY PFRI01. fINAi. INSPFCTI91 1131 HE APP110410 OFFORE RUIIDlNG CPO At OCCNPIE6. I OWNER OR 0,011 t _ _ DAT[t 816.Pliki, rave 13i311tii COMPI IAWF TO ATIA1:11FI) +C ONOITIONS IS R17001 tFl1 CONCRETE MECHANICAL MOBILE HOME Footings-Setback date12A Ribbons date by Gas Piping date b Foundation Tdate by Set Up date UY INSULATION date by BG/SLAB Insulation Floors Final date by date date by FRAMING Walls FIRE DEPT. date .�) by 10 date by PLUMBING Attic by OTHER Groundwork date by date by D.W.V. WALLBOARD NAILING date by date Water Line v FINAL INSPECTION date by date Z j C(— by date by �- s c J S-2-3--5� MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P' E= " M 1 I C.: t:yNf.) 1 i' I t:1hl . . Case No . : 131.1)96-0358 F=or : GFHAI D IOOMIC Page- 1 1 ) The ur.e , hand inc) and ':tor'atle (,f ha,-ardowir nie,tc t ials ,r f Iammal)lo and 000rhwu l ilrlo liquids In excess of 10 gallons Is not: aIIowed wlthotit thw approvaI of the Mason County Fire Mar*ha I . X... 2) Pro used �,truototre cor tiny port Ioic thereof quefat.or than 30" in height from gradti 1 Itiej, mu+3t maintain a minimum of 6 ' setback from all property lines , easements and 10 ' from X I I County, and State Road r Ight of way,-, 3 ) Apprw ed per, s1 to-p1ran . X _. 4 ) Structure must be rretlabick 6 ` from a 1 I ut i I ity and drainage easements total of 10 ' from we>oh r%rr•operty I Irie, of a vat, Ianoo must be obtained from the fits Irl To() Department "i } A l l approved p i a►w, are requ I r ed t o tic) c;n. s I to for I r►s+pr*(,:t I ol'+ purpor;fts I r I nspoot lot) is ('aI1sd fear and pIans are., not on site, Approval WII.I.. NOr bo granted . In addition , a Rey- I nspet..I t on f cue i n t too Ftmount of $30 . 00 per hour (in I n i mum 1 hotir ) w i 11 he oharood anA must bo collected by this flepartmt;nt prior to any further i nspect i runs being performed or approva,i ,` clrftntcd . I ' G) PUR',UAN I TO 1901 UNIFORM 13U 11 Tr I NG cODE , 3EC T ON 305(C ) AND SECT I ON 513 , All S 11 F S MUST HAVE APPROVED NUMBFFIS OR ADDRESSES PROVIDED 114 SUCH A POSITION AS TO BE PLA I NL.Y VISIBLE AND l EG I Bt. F FROM THE t TRFET OR ROAD FRONT I NCI -1 HF PROPERTY , MASON COUNTY SU 11.D i NG DEPARTMENT REQO 1 RES "HAT THIS BE COMPUTED PRIOR TO CALi 1 NG FOR ANY SITE INSPECTIONS . A RF I NSPF'CT i ON FF , BA41) ON RA fU S IN TABUE 3A OF TNL' 1991 UN I I"ORM 1101 111 I NC CODE. W I t l 131- ASSEkSSED IF OWNER/CONTRACTOR FA I I_8 TO POST APORFSS ON SITE PRIOR TO REQUESTING I NSPrCT I O( S . X r 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 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 II I I �I I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 7) -1 he c orrFeot ion I i st , a 1 onca w i t h the F riera tromp I i ancea Work she et (When a p 1 i clab 1 e ) Is part of the p i ans and must remain attached thereto . It Is the r�espons ib 1 i i tyy of the • a plloant to make corrections indicated on the pplans from the correction Iis1s Onoe tine plans :are marked APPPOVED they may not be changed or altered without authorization from the' Rut Idinq Official . ' They pormit tiuldear is reponsibie� to retain the complete approved sot of p 1 ans on s I to for the durst I on of the project . Failure to ootisp I y will rest It In f;► iture (•f rogrtiirorl bit IIdIwl Inwpsotionc. . F:very permit shall expire! bv limitation and become null and void if the building or work authorized by such permlta Is not c omme+r►oed within 180 day,: f i cam t ho date of I ssuano", or it the bu i I d i ng or work author i zed by iauoh permits I ! su►pended or abandoned at any time after they work Is oommonced for a p"I' i od of 1 PO davl; . k."_-._.__._. .____..._.__...._.....__ _. 8 ) ALL (20 xTRUCT I ON Mi.IST MEF T 011 EX(,FF'CP ALL t_OCAF CODES h,NP UBC nFOU I REMENTS . 9) ChanneFi to approved tiui IdIng pl anf, hint effect c2ompl i :anc..c, -to tho 1991 Washieigton S"tate 41=nergy Coder, 1991 Ve..nt 1 i a t i on and Indoor Air Quality I Code, thee Iln i form Building Code ar.d/or Ma"-On (:runty h+�clrr l �t i ons mrrst be approved by Mason Cosinty prior to construct ionX�_..�.�__._�.'�_.__ 10) ALI. CONSTRUCTION MOST MF'FT OR FXCFFD t.00At_ CODES . IF ANY (;)ULS'l IONS. PLEASE; CALL TI-I fS �OF"F I CE BEFORE CONSTRUCTION . X 1 1 ) CONS FRUCT I ON PROCF Sr TO RF F• I F I. O CORRECTF If► Af�' RE ptl t AE V PF A MASON COUNTY RU t I.D I NC DEPARTMFNI AND ON I FORM BUILDING CODE . x,___._ w CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date b Set Up date — � by PJ� y date b INSULATION Y 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 Sc-, C. 1a�a� e nyyy- �� an S r Q k -O �I I I i I Building Permit #5!��5F3 MASON COUNTY BUILDING III 426 W. CEDAR f SHELTON, WASHINGTON 98584 C (/ (360) 427-9670 CORRECTION NOTICE Job Location IZ'-- 5Z � 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 complia e ;z Sc<'cl e/c A/-v 7- w A 7-ew to 51-,e4o ev 0;,/ 3 5A d", t, CI.Al �p�/l� L�Mo.En ��r�� .¢-��r �w .� ice• fo �4 dw 5 �'L 5�41� F u/�Gf Gb,e✓' /R/iv��y L /�' ,r> 431- -rerrc V-P- 6Lj475 f- E NO ie roA- sa s ayc>oe u v pwo f,e&-r pov Si of S5 t7R�Ff >v C UCJ< 5d F� f s �',CiL�•� L� . MCE 0 7v 5,P,7�►-K -ry ?o 6 (s!,M. . AK 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 Department Date Inspector 0404 NnT M014V THI, T' ,olw Building Permit # MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 �v (360) 427-9670 CORRECTION NOTICE Job Location 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 corrected to gain code compliance �/�l�� E /'�l/ �G'i✓�lr� T/ .�i3.�'�s �i�t,�s-� �t�'��z�G �f�.�r E3e-VV 12 /lop got--i /Zi4 /L S 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 Department I 1Inspectorhb � � Date _j 2' � `��i � ti loo s NnT MOOV TH Pom, T ' Low Building Permit # =Q3g MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z 5Z This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: S �a„��Items listed below must be corrected to gain code compliance d-�- 7- o,Q 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 Ce Department �� l Date -2-9 - Inspector - - ■ �� NUT F10V THE T ' Low Building Permit # j�-0315 f3 MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Locations This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: r p Items listed below must be corrected to gain code compliance 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 ZVS�%c� tc— Department n1 Jq Date Inspector ■ �� No OT MnV H 1� TmLolw Building Permit # MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z5 2. �S ni{ Q ►1( (� { Ca�Tc ' h - 0358 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 ``z ►/�' s /n' �i iy�u�'/� �r /� pr CAAj ftjS J T�Zosg You are hereby notified that the above corrections Ail be made BEFPRE PROCEEDING WITH ANY FURTHER WORK , L (STQ.x%1 O '� ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to Department VD Date Inspector �� — ■ �� NOT MUV THUmb, TA& D 5� Permit No. q 5 MASON COUNTY ¢pR 19s, BUILDING PERMIT APPLICATION 4�Wr/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT IV: #1 caner �2era �� d�Ne e0r� 5 - Phone# 3fQ0 - 026� - YS93 Site Address E c?5A Un (/n 4Eigh��-- n ri �� Fire District# City n ion St UkA- zip 985`10� Directions to Job Site r S ` r Owner Mailing Address 0 ' S City Dint Itio , St-&h" _Zip Lien/Title Holder H#V r / Address Clty `�.t,t Ld E-12v St UJ%,_Zip #2 Contractor Name ci ivi ACtr u t_` �dF.1 Contractor Reg# Address (� (� 1��x 35 Expiration Date/ 19 97 City d 4s�P4 St !A ' Zip �f Phone#Z6' %2` -'If 7 Aa #3 If septic is located on project site, include records. Connect to Septic? ( Public Water Supply Well k Connect to Sewer System? Name of System (If residential, proof of potable water is required? � �U b1�a4P PCL t TP- 15-6 0�50rv" 5ls9 TQ a 0 � &1Y-)- #4 arcel No. 52 232 -�- - y4_+6 Legal Description .z S r 6 #5 Building Square Footage: (existing/proposed) 1st FI I / 2nd FI / 3rd FI / Loft / Basement/D d`I,S/ Deck fil$ l V #bedrooms :Z / 491-#bathrooms Z / Garage .370 / Carport / (Circle: ttached r Detached?) Other sq. ft. / #6 Use of building 1 Tel Describe work #7 Type of Job: New—\k—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 Indicate Directionaf�y (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW 251 . ► 9 • APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW I 325 �•S� � plumbing Fixtures eachl Fgg Mechanical Fixtures ach) I No._Toilets �3 �3_ CIRCLE FUEL TYPE: Gas Electric, Bath Basins �' -7 Heatpump, Other _Bath Tubs S' No. ni Fees _Showers _ �' Furn BTU �o 25� _Hot Water Htr _ 3' Heatpumps 2 S� _Laundry Washer _ _ Vent Systems ZS Sinks _ 3 S Spot Vent Fans 3� _Floor Drains No. Boilers/Compressors _Laundry Basins _ HP _Dishwasher _� 3 ' No. Air Handling Units _Disposal _ cfm# _Urinals No, Fire Protection Systems _Other Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ � . Other _ Gas Outlets Wood, Gas Pe et Stove 32. NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- zs' MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 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 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 OBT INING APPR VA FROM THE BUILDING THE BUILDING DEPARTMENT. DEPART NT. X OWNER X BY ', Am'sS DATE DATE FOR OFFICIAL USE ONLY:Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: 1?Wq+-0257 44-64 f- cdo"f-r czfi'c�t4 vi s dc,c' HQF F)U)LDINC D �aT M►6147- LJG10'--rT 7a A►*cj�fED' ON 1-yee of REQvIAE�-P ICOA rj,65 51%VCN { Pvec) Environmental Health: 2�1 k,45 Building Plan Review s/ZF K Occupancy Group: -3 u-a-Type of Const: _,�-N Fire Marshal: Other: Special Conditions: FEES Building Permit Plan Check 5$, 7 Plumbing Fee S'g, S 14-1 Mechanical Fee �, 2-15— Wood/Gas/ ellet Stov °� Radon Monitor Violation Fee Site Inspection Building State Fee Other E �U Other Building Valuation: 702 TOTAL FEE w�r�JvivvvUlVlY �; i.. ,�. 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 6 , RE: Permit Number OLV .S(- o3S8 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: PCEl1StDc 9v u8C Fo (Z /NTC fL/o12 Arun bkTC'Yi lo(L 8/ZA-e—� Ly l� TCA&-N //N/NG .1 n/ CT ._ /Z100AA Gv/LL Ntb �42TiRL ST2u�Tt,/ Ae 44 c A/I'—' ! tt 2/AlG .S We 0 R rvtrccK 2zveary �-S esS/ L (4A/7 /Z ec/tvt f-'6s /NFO /0N o�w CQ�iT -T E N t xT Oe?T. Once the information has been received by our department, the project will continue to be processed. If you should have any questions, lease contact me between the hours of 8:00am-9:00am, Monday-Friday at (4) 427-9670 ext ss1 . 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, w 22e N Co lvrN Building Inspector cc: Property File 1-2 PARTIAL LATERAL ANALYSIS CALCULATIONS FOR: JERRY LOOMIS 4030 120TH AVE. S.E. TENINO, WA 360-264 - 4593 PROJECT: NEW LOOMIS RESIDENCE MASON COUNTY, WA 98584 JOB NUMBER 96022 J U LY 1 9 96 F . �oF wAsy� ti N { � �, FG/3TtiR�3�: CNAL E� EXPIRES BY: THE LEVINSON GROUP JAYNE' NELSON LEVINSON, P.E. 2401 BRISTOL COURT S.W. OLYMPIA, WA 98502 TELEPHONE: (360) 754-4230 FAX: (360) 754-2593 THE PROJECT: LDOMV-2 ��1 ✓ ��G LE V I N SON PROJECT NO: gipo22 DATE:-7 - GROUP ENGINEERING CALCULATIONS PAGE OF 3 �V TL -- — ej ....._ ..-_ .. ._..... .___. .... - . ----- ---- -- - -- S z --- I i i s r z E it { f t 2401 GRIST COURT - OLYMPIA W 98502 ( 60) 754=42 0 ; FAX: (36 ) 754-2593 THE PROJECT: IX7M1�L_�i LE V I N S O N PROJECT NO: 0022 DATE:-1 GROUP ENGINEERING CALCULATIONS PAGE OF 1 I --- -- -- - -- - AA -- .... - _ -- -- --- - - __.. - --- ........ --- � d .._._........._......._... .-__ { _................ _ _/ _ -- -- - - ---- 09 2 ► ..........._............... o -_ - --— .......... �)L= ��4 .... — — s i i 2401 BR18TO COURT =SM, OLYMPIA Wk. 08502 ' ( 60� 754=42 0 FAX: (36 ) 754: 2593 THE PROJECT: I n�2MIe-� LEVINSON PROJECT NO: I1i022 DATE: GROUP ENGINEERING CALCULATIONS PAGE '�'1 OF j try __ - -- ..__ ---- -- - ---- -'. -- - -- - - - - 3 ....._.. t-.. _ ._- __ _� P1 _1rst-- -- - -- -- - -- - -- ---- 1 - -----_ -- _._. _ ejo __ S Ar } i t i t 2401 BRISTOL COURT -SW, OLYMPIA, W . 08502 { ( 60) 754-4230 FAX: (36 ) 754-2593 THE PROJECT LOOMI� L E V I N S O N PROJECT NO. 4q Z2 DATE: &P GROUP ENGINEERING CALCULATIONS PAGE OF 1 tires - -- . -.— -- ----- - -- -- ---- ....... IL_. ._......................... _._.�._.....__.;_._ __T _ _._ . -- - -.-- .---- -- - - - - -- _ .. --— - 1�---2' _ -- -- ( f _ j r � t ._... -1 f t i f { f 24D1 'GRIST COURT O.LYMPIA W 98502 ( 66) 154=42 0 FAX: (36 ) 754=-2593 TYPICAL SHEARWALL NOTES Use 1/2" diameter or 5/8" diameter by 10" long anchor bolts (AB's) with single plates and 12" long AB's with double plates. Spacing of anchor bolts shall be as shown on the drawings. Anchor bolts shall have 8" minimum embedment into the concrete footing. Anchor bolts shall be centered in the stud wall and shall project through the bottom plate of the wall. Unless noted otherwise, all wall sheathing shall be 1/2" CDX plywood or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better. All sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or noted below. All nails shall be 8d or 10d common. Nail size and spacing at all sheathing edges shall be as noted below or on the drawings. Nail spacing shall be 12" o.c. for all field nailing except as notes. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacturer's recommendations. All double and triple studs shall be glued and nailed together with 10d's at 3" on center for each layer. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER. SHEARWALL SCHEDULE Sheathing nailed with 10d's at 4" on center all edges. Sheathing nailed with 10d's at 3" on center all edges and double studs at panel edges. HOLD DOWN SCHEDULE MST 37 straps to be attached to double studs from floor to floor. An equal amount of strap shall be located on upper and lower stud. All strap holes on studs shall be filled with 16d nails. HD2A attaches to the concrete foundation with a Simpson SSTB16 with a 5/8" dia. coupler nut and a 5/8" threaded rod. SSTB16 has a 12" min. embedment into the concrete. HD2A attaches to post with (2) 5/8" dia. bolts in wall above. Alternate for installation of HD to existing concrete. Use 5/8" dia. threaded rod. Drill 3/4" min. dia. hole into existing concrete. Epoxy rod to existing concrete with Hilti C-100 embedded a min. of 6" into single pour concrete. STRUCTURAL NOTES GENERAL NOTES: These structural notes supplement the drawings. Any discrepancy found between the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct the discrepancy in writing. Any work done by the Contractor after the discovery of the discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all shoring and bracing during construction. All construction shall, at a minimum, conform to the applicable portions of the latest edition of the Uniform Building Code. DESIGN CRITERIA: Live Load 40 PSF Floors 60 PSF Decks 25 PSF Snow Dead Load 15 PSF Floors and Roof 150 PSF Concrete Partition 10 PSF Floors Wind 1994 UBC Exposure C 80 MPH Seismic 1994 UBC Zone 3 Soil 1500 PSF, Assumed CARPENTRY: 1. Structural framing shall be Doug Fir#2. 2. 6x members shall be Doug Fir#1. 3. 2x joists shall be kiln dried and stored in a dry area prior to installation. 4. Floor trusses shall be by Trus-Joist or other approved manufacturer. Roof trusses shall be by an approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss manufacturers are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses. 5. Glue laminated beams shall be 24F-V8 for cantilevered or continuous beams and 24F-V4 for simple spans. Fb = 2400 psi Fv = 165 psi E = 1 ,800,000 psi FcL= 650 psi 6. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cambered for L/480. See the framing plans for any exceptions. 7. Plywood shall be nailed at 6" on center edges and 12" in the field with 10d nails unless noted otherwise on the drawings. 8. All nails shall be common nails unless noted otherwise. HARDWARE: All connection hardware shall be Simpson "Strong Tie". Connection hardware exposed to the weather or soil shall be treated as in "STEEL" below. CONCRETE & REINFORCING STEEL.- 1. All concrete work shall be per the 1994 UBC Chapter 19. Tolerances shall be per UBC Section 1907. Mixing, placement, and inspection shall be per Sections 1903, 1904, 1905, and 1906. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. F'c = 2000 psi @ 28 days slump = 4" maximum, 6% Air entrained STEEL: 1. All steel shall be ASTM A36 except as noted. 2. Structural pipe shall be ASTM A53 type S. g�1 3. All bolts shall be ASTM A325, except as noted. 4. Anchor bolts shall be ASTM A307. 5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1-75. 6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized per ASTM A-123 with 1.25 oz. of zinc spelter per square foot of contact area. All other steel surfaces shall be shop painted with two coats or red oxide primer after fabrication. Columns and other steel parts placed below grade and exposed to earth shall be painted with two coats of coal tar from the base to 6 inches above grade; such coating to be in addition to the galvanized coating. 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