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BLD97-0076 SFR, Deck - BLD Permit / Conditions - 3/28/1997
MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 F-A 0'w1 S_. D 1 r"I C-1 1-1 f' F7 M 1 T- FPA INSPECTIONS CALL 427-9670 ' BE TWFEN Spa► AND Sass 427-726 81-097��-0076 PARCEL : 12;31 71490034 PLAT D I V :? BLK :? L.Or :? JOB ADDRESS HE 23 UL.D FIFL1°A1R HINY bi L i AIR � OWNER : STEVE 275--1-770 - Ct7NTR.AGG'I OR : 1.UVE1-Y CONSTRUCTION i LEGAL : TI 3 OF SF NE A S1 11 SEC I8 .'�R':..:itSC'S'C: i'cS{ll+i�1'+C'1tlf+{nT%t.>:r.�Ci�en•/a. C4;ASS CTF WORK , iNEW RFDR : 3 ,BAT Hi 3 Opt AilAUN1 BY DATE RECEIPT. TYPE ; A14001 K1 PA1F NfGfI?I TIPS OF OSE . . .. . SF STOR I ES . . . .. . , . s: OCCUP , GROUP . tlt3 EII DG . HE 1 GMT . . : O .Oft PI A 11 $1,## KS #3128197 44182 FRCP S 26.00 KS W68197 44167 TYPE OF CONST .., :5N FIREPLACES — . 0 NCR $ 43.75 KS 03129197 44162 Ot'CUP , LOAD . . . . :- 10 WOOVSTOVES . . . . s 0 Siff t 4.50 KS #3120197 44162 DWF:1..i. .UN!TS . . . . 1 PARY !NG IS 0-KC,F r; : 0 PRNT f 567.00 KS 113125191 44t62 INSPECTION AR A ! f SHOPFI INE2 ', . . N FtCK 1 16S.S5 KS 03128191 44162 TOTAI: 1476.90 VA1,81AT1011c 1#2002 4rfETBACKS- ---. __ .__._..-,._. .. ..,__ TO I L ET S . . . , . . . , . : 3 FUEL TYPE:S------- - -- BOILERSiCOMP- MOBIL.F HOk#F ... FRONT . - , F 65 .01f t BATH BASINS . . . . . . : 3 /F L.I / / / r 0_.3 HP . : O F -REAR . . . .W 65 tof t RATH TUBS . . . . . . . . : 3 3-- 1 r HP . i Pr MODEL : SID1 ( 1 ) , N 20 ,A'ft silowrRS . . . . . . . . , : 1 F141N 100K BTU . 0 15 -430 HP . : 0 --MAKE._. S 1DE(2 ) .S 190 .oft WATER HEATERS — . ! i f'i1PN >-fOOK BTU i 0 30--50 HP , : O 914RI- 1 NF: S, R5 :of t C1 OTHER WASHIFFIS . . . 1 FUPN -- FLOOR . , . : 0 50+ HP . : 0 YFAR -- AREA _ ___._____ _.__. KITCHUN SINKS , . . , : i HEAT POMP . . , . . . : 0 L 0 1 Fry 1 2f . . . FLOOR DRAINS . — o VENT SYSTEMS — i, : O FVAP COOLERS ., 0 1 FNff'T I : N b11!LD II NG . , . : 1 780,if DR-INKING FOUNT .. , . : 0 `TENT FANS . . . , . . 4 HOODS . . . . . . . : o W I PT1-I . : 0 BA�';FMCNl , , : 1313sf LAUNDRY ''RAYS . . . , : 1 DOME'S . INCINtO 8FRIAI. II DECKS . . , - , . : Os f DISHWASHERS . — . . . c 1 AIR HANDLING 11N 1 TS--- COMML. . I NC 1 N :O GAR/CARP :7 0,;f GARB DISPOSALS , . . : D - y. 10000 c-fin , f o RE1_OCtPI=PAIAt 0 AT/DT .. :s URINALS . . .. . . , . . . . : 0 > 10000 t,ftn . : 0 OTHER UNITS . : 0 MI SC. PI.M FIXTURES : 0 GAS OUTLFTF H ,�Sf(.4iAS1":C.'?'1WG:::'HS'69Y:`Y4HII'i'Td.�:.:51.'Ri-d'.4Tl..t:�:."."YRM1'Q.:.«" F':�"':.L'�SWti,�li1WACL�AP[Y1:M4.4'-�7MZAQ9.'JLLiTlJ.�CtE�I'T'T�PII"1'.,.;.I..;.T'*R'C�4:'!A'31L::15F"�...._�::�"i.:C:C:�i:7•'3S-z3':;'1�'4'9C.00df9V.iA6=M11t�J' A�•.•WA4.Y.Aw.�+-.N.Ci w:'X:9f^xY7�T.0.::�.,r�SV2 tt:"R PROJECT GLSCltiPTlON AESIIFNCi AND D[CI `FROJF0 16CA1104,fRON Bf1FA1A APPPAJ 3 MIIES Tg1ARD BEAR C04 RU I.EfI SI)f Af ROAD NIfiNj PfORF ANIERNAN 611FAIR SANE► AND F4011 1`11 NfTI PRIVfyAI PAST 1811f HOW OR LEFT, [Nis 1"181111 Bf0vfS 111111 AND VOID If 10RK OR CbNS1Ri1fi10N ANIUOAGIED 1S. NOT 0"fNCED 1.111111 18# DAYS, OR 'If CONSTRUCTION ON TIORA Is tiUsef,00to f,',R A FiRIOD 0 184,NOAVS Ai ANY TiNi, AFTFA 1011K fS 0#11EICED. FvIQt NCF 11F CONTINVAII00' 8f volt19 A P14111fSS INSFECTIO11 '111011 THE Isi NAY PE1108, FINAL INSPECTION MUST 1 ►�PR4Vti� B[Folt BUIIDINB CAN Bf ACCOPIFD. ,��Qtarss I nfeIr In KTTACNFn RENDITIONS IS, fiFOU 1 f1FD !_i- 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 r 2 _�q� by T� date by FRAMING Walls J� FIRE DEPT. date/-2 -Z3 by date by \V date by PLUMBING OTHER Groundwork Attic date - k-) -r b W) date by D.W.V. WALLBOARD NAILING date jk _ 2 — by date — —'? by Water Line FINAL INSPECTION date by date y_:7,Z by date by L � 1,'�� {�('.IOC..� �Y•G1� �1 Iww./��AC.; ' i]a•n Jla..b Sal4'E -c>y� �Or�o Cv�TIacP 7K Ct -7 v _ �ZG --�7 i3U��Cy� Sid�o Ti9-��T���s®.mac rim-•- �,���, "Co Jz l— 2 Sr-f—l7 Ti�i,S �ti<s`✓�y-iv-y was dd�G e::>, � � �2 ' �� � I/✓i9' � J�.9'j L T .r� s s Ti MASON COUNTY - �� Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PF1'tM i T" CC�3N1-3 1 T' 1 C3N y t,ase No . , BLD97-0076 For - STEVE VALI 'Y Page : 1 1 ) The trnder.signed property owner, in aware, of the uncertainty retlrardinq Mescri County 's development regulations onre ated by the Growth Managment Hearings Board 's Order of Ofitober 2, 1996, and ire oonr, Iderat lon P:,f Mason county 's wi i i ingness to proceed with pros"%"s I rag of it p 1.)1 1 oat l ons wh I oh re i ght be affected by the Carder , the undersigned ��•ropeerty owner heraby aagi +yes to am l ve an'V lawsuit , aact i pan, or c l to im for damages aeta i rle:t R9a son County which may arise out of Mar_con County '; actions In acceptance, pr000Qi i nq and/or, Issuance, of sunk permits (er approval .; (hereinafter "permitting aotioris " ) , which damagv.,is are attributable to the County 's decision to take permitting actions despite the risk that r.h;anges to tho County ' s development regulations might later make the County ' s permitting antions invalid . x. 2) Chi appi loaf ion is sub sect to Duffer• and L.aandsr.apincl requirementt, at; established undor Mason County Ordinance 1 .03 .036 . x a„, aaaL...._�._ 3 ) The use. handling and stora a of hazardous materials or f I animab l e and c oisibust I is I e liquids In excess of 10 naal ion; Is riot allowed without the approval (rf they Mason County Eire Marshal . A) Proposed structure vr• any port icon thereof greater than 30" in height from q ade i ine, must maintain a minimum of 5 ' setback {measured from edged of deck or roof ) from all 17roperty I I nes . e4Fat�,ement'; arid 10 ' from al I County and States Anad r i(lht of ways . 5 ) Approved per- dI men sIons and set backs on caulimIktead :cite: plan . Setbacks measured from Cadge of docks or roof I lners : ray feet from edge of stream and 20 feet from north property I i roe . XS�l g) Temporary erosion oontrol meaascire►P. must be implemented to prevent water- quality degradation of adjacent waters or wet I ands . 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 MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 X 7 ) At I a7pr ad #e i +,,quIred to be on-site for Irtfspeot tort purposes , It Iris respect a I o0ved plans 11,is c d for And plans are not on site Approval WILL NOT be granted . In addition, a Re- Inspeotion tee In the am(punt cyf $32 .06 per hour imiromum i our ) wl 11 be charged and must be collected by this department priOr to any further inspections being performed or appr ova I (i r it n t ed . X 8 ) PURSUANT 10 1994 ON I FORM SU I L D I NG CODE , SECT I ON 305(C ) AND SECTION 513 ALL SITES Mtl,,;-t HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS 'TO St PLAINLY VISIBLE AND LEGIBLE: FROM THE STRFFT OR ROAD FRONTING THE PROPERTY . MASON COUNTY 131311, I)ING DEPARTMENT RFQUIRFS THAT THIS OF rOIAPLETED PRIOR TO CALL. ING FOR ANY SITE INSPECTIONS . A REINSPECTION FEr . F�ASFP ON RATES IN TABLE 3A OF THE 1994 ONIF0111A BUILDING CODE WILA SF ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X .9) The correct ion I I sat , a long wi th the Energy Comp I anaf, Work sheet (when applicable) Is part of the plans and must remain attached thereto . It Is the respongibilit t of thgplicant to ivinke oorveot I ons I nd I cated on the I ans from the correct; I on I M e e s , Onc o plans are marked APPROVED, they may no '.t be Flanged or altered without authorization from the Building Offioial . The permit holder Is reponsible to retain the oomplete approved set of plans on site for the duration of the project . Failure to comply will result In failure of required building inspections . Every armit shall expire by limitation and b000me null and void If the buildinq or woo authorized by such permits Is not commonoed within 180 clays from the date of Issuance, or if the tiijilding or work authorized by such perm tts is suspend,.,,d or abandoned at any time after the work Is oommenced for a period of 160 days . X 10) ALL SLAB`,;; WITHIN THE IiEATFD SPACE SHALL, BE INSULATED TO A MINIMUM P-10 FOR 24" TOTAL . THIS PROJECT IS APPROVED WITH AN UNFINISHIEDIUNHEATED BASEMFNT . A JORIPIDICTIONAI POLICY RFLATING TO BASEMENTS, AND UNFINISHED DEFINFD, IS ATTACHED TO THE APPROVED PLANS . A BUILDING PERMIT MOST At APPLIFD FOR , AND APPROVED PRIOR TO FINISHING AND HEATING THE PROPOSED BAS17MENT . X 11 ) All CONSTRUCTION MOST MEET OR EXCEED ALL LOCAL CODES AND UBC RFOUIRFMENTS . 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 MASON COUNTY • Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 '12 ) Propcj,,ed vtruotur- w, vrtlons theroot wri.h an pro ieotion over 3o" in ;,)oight from tirade 11 "0' must mainto a . ' separation distance betwisen adjaoent structures and that furthest pro I t'-ot I 1')n X 13 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTFI) AS REQUIRED PER MASON COUNTY BUILDING DEPARTMFNT AND UNIFORM BUILDING 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 # 66-0 77-�7 6 MASON COUNTY BUILDING III 426 W. CEDAR ' SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location vALc1 ,i 2.3s-'f- cam. Z. 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 �/_ i►-I - .�= - 4 / /n�� �- it ©�/ .S� 9e9 - «S '� / /��4 X /�/PEL� Smi�Cl�/✓G' ki/G C h/�j!/f 7`d f�� /�C�%CCE� �/ 7-22 Cow �.Ecl rf}�L GAS STo vE q� -- o—uare hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK '�7T/c ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be,checked on next inspection31 ❑ OK to �i C 0 P9y s V Department �C Date 3 Inspector ,G�i? ■ *K * , 'M� � " ,0[W N T � V T�1 � T, Building.Permit MASON COUNTY BUILDING III 426 W. CEDAR ' SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 2S-;K 7 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, 64 2 "/f�rR1-- 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 �i��/f✓��-C- Department fcQ Date /z - 23 9'7 Inspector • �� NnT mnv 1— T Lol m Building permit # MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (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 be corrected to gain code compliance ,,o s �T-- Z4� Z3�22- la2Z *Fll?,C 1-76e�C-4- 4 7- y2L L�--V41---4A- 6' 15VOLez- W#44�- 14pv sr-,-V .-3 1 ,der W /f 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 /"to / -97-7- Department S6-,e::2 Date 12- -z2 - `ice Inspector ■ oo * NUi ► MOOV 11 T LOW Bpilding Permit # MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z 3 '2�7 n I�� r 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 complianceIF / /•_ ��"� t�c-�chl �c�' i���-c�T��� !1 Z� �✓`� -S Ste- r, / or / f 3 . � 4, 4 a L, ��.•� yLr S nn L) 4L- I t l T 'n I C-k-.F� 9, 14,-IL" Ad 0✓ / � �✓� ln� / � Lam— �c� �t� G / _` , L/}G�:J You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK /t� '- � /� 7�'C4 Al ^, . Q / t GJ e - 9 4-1-5rail for re-inspection when corrections are made before continuing n c c ZI Make corrections, items will be checked on next inspection ❑ OK to Department Date ��� Inspector ■ sK lo EnT Mo AV THI , T " ,�' BLAIding'.Perrnit #, cf7- 00 A:::, MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location -23SL2 O tS ( �'� 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 �l e S _.,7 c1',•�, "� -�� . � /5 r '!�L. ,'r c� � �-e S/� � ems/ u r��h �� fa✓'r l� t'l/�-e . '� / r G.� c tom✓ / < < Z . 4-< 'T G r .o S�-c a / • 4 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 ? Z — ; Inspector L c ■ so * NOT Mo *V TH114olk Tmkolw t Page No. 1 CASE HISTORY FOR CASE NO.: BLD97-0076 STEVE VALLEY NE2387 OLD BELFAIR HWY BELFAIR 08/25/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 01/31/97 01/31/97 KW BLDA015 Waiver in File / / / / 01/31/97 DONE KW O1/31/97 KW BLDA100 Approved For Issuance / / / / 03/25/97 DONE KS 03/25/97 KS BLDA200 (H) Hold 02/13/97 02/13/97 03/03/97 2/13/97: mailed plans and letter DONE DC 03/25/97 KS explaining - needs lateral analysis. unusual shape, loft (unsupported) ..etc. BLDA500 (F) Issue building permit / / / / 03/28/97 DONE KS 03/28/97 KS BLDB007 Plans Revisions Submitted 03/03/97 / / 03/03/97 received lateral force engineered calcs. ENG DC 03/03/97 DLC File put in active structural. BLDB110 Structural Plan Review 02/11/97 / / 03/20/97 garage plans still active DONE SKM 03/21/97 SKM see hold action review complete engineering shows no hold down devices skm Spoke with engineer of record and asked if he would look at the eve height again it shows 18' on the engineering packet the actual peak height is 32, above grade the average mean height should be used . Engineer advised me that the two wind forces cancle each other out and there for it is ok. Applicannt called and would like to delete deck from project, to be constructed at a later date. The french door will be railed off till this time. BLDB120 WSEC Compliance Review 03/20/97 / / 03/21/97 ELECTRIC, OPTION 6 DONE DC 03/21/97 DLC PLANS SHOW UNHEATED/UNFINIISHED BASEMENT. CONDITION ON PERMIT. BLDB130 Planning Review 02/06/97 / / 02/11/97 DID SITE VISIT TO VERIFY IF 56 FT. WIDE DONE AHB 02/11/97 AHB STRUCTURE WOULD FIT IN AREA AVAILABLE; WITH 65 FT. SETBACK FROM STREAM AND 56 FT. WIDE HOUSE, A SETBACK FROM NORTH PROPERTY LINE WOULD BE 20 FEET. PLANNED DRIVEWAY SHOULD NOT CROSS IN DEVELOPMENT SET BA AREPr. BLDB134 RLC Review / / / / 02/1 SEE RLC96-0447 FOR COMMENTS ABOUT DONE AHB 02/11/97 AHB STREAM. AHB BLDB135 Addressing 02/04/97 / //,0 /05/97 DONE 02/05/97 GMM BLDB138 Planning Pre-Review 02/OS/97 / /06/97 DONE 02/06/97 MMS gage No. 1 CASE HISTORY FOR CASE NO.: BLD97-0076 STEVE VALLEY NE2387 OLD BELFAIR HWY BELFAIR 09/16/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 01/31/97 01/31/97 KW BLDA015 Waiver in File / / / / 01/31/97 DONE KW O1/31/97 KW BLDA100 Approved For Issuance / / / / 03/25/97 DONE KS 03/25/97 KS BLDA200 (H) Hold 02/13/97 02/13/97 03/03/97 2/13/97: mailed plans and letter DONE DC 03/25/97 KS explaining - needs lateral analysis. unusual shape, loft (unsupported) ..etc. BLDA500 (F) Issue building permit / / / / 03/28/97 DONE KS 03/28/97 KS BLDB007 Plans Revisions Submitted 03/03/97 / / 03/03/97 received lateral force engineered calcs. ENG DC 03/03/97 DLC File put in active structural. BLDB110 Structural Plan Review 02/11/97 / / 03/20/97 garage plans still active DONE SKM 03/21/97 SKM see hold action review complete engineering shows no hold down devices skm Spoke with engineer of record and asked if he would look at the eve height again it shows 18' on the engineering packet the actual peak height is 32' above grade the average mean height should be used . Engineer advised me that the two wind forces cancle each other out and there for it is ok. Applicannt called and would like to delete deck from project, to be constructed at a later date. The french door will be railed off till this time. BLDB120 WSEC Compliance Review 03/20/97 / / 03/21/97 ELECTRIC, OPTION 6 DONE DC 03/21/97 DLC PLANS SHOW UNHEATED/UNFINIISHED BASEMENT. CONDITION ON PERMIT. BLDB130 Planning Review 02/06/97 / / 02/11/97 DID SITE VISIT TO VERIFY IF 56 FT. WIDE DONE AHB 02/11/97 AHB STRUCTURE WOULD FIT IN AREA AVAILABLE; WITH 65 FT. SETBACK FROM STREAM AND 56 FT. WIDE HOUSE, A SETBACK FROM NORTH PROPERTY LINE WOULD BE 20 FEET. PLANNED DRIVEWAY SHOULD NOT CROSS IN DEVELOPMENT SETBACK AREA. AHB BLDB134 RLC Review / / / / 02/11/97 SEE RLC96-0447 FOR COMMENTS ABOUT DONE AHB 02/11/97 AHB STREAM. AHB BLDB135 Addressing 02/04/97 / / 02/05/97 DONE GMM 02/05/97 GMM BLDB138 Planning Pre-Review 02/05/97 / / 02/06/97 DONE MMS 02/06/97 MMS Page No. 1 CASE HISTORY FOR CASE NO.: BLD97-0076 STEVE VALLEY NE2387 OLD BELFAIR HWY BELFAIR 09/08/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 01/31/97 01/31/97 KW BLDA015 Waiver in File / / / / 01/31/97 DONE KW O1/31/97 KW BLDA100 Approved For Issuance / / / / 03/25/97 DONE KS 03/25/97 KS BLDA200 (H) Hold 02/13/97 02/13/97 03/03/97 2/13/97: mailed plans and letter DONE DC 03/25/97 KS explaining - needs lateral analysis. unusual shape, loft (unsupported)..etc. BLDA500 (F) Issue building permit / / / / 03/28/97 DONE KS 03/28/97 KS BLDB007 Plans Revisions Submitted 03/03/97 / / 03/03/97 received lateral force engineered calcs. ENG DC 03/03/97 DLC File put in active structural. BLDB110 Structural Plan Review 02/11/97 / / 03/20/97 garage plans still active DONE SKM 03/21/97 SKM see hold action review complete engineering shows no hold down devices skm Spoke with engineer of record and asked if he would look at the eve height again it shows 18' on the engineering packet the actual peak height is 321 above grade the average mean height should be used . Engineer advised me that the two wind forces cancle each other out and there for it is ok. Applicannt called and would like to delete deck from project, to be constructed at a later date. The french door will be railed off till this time. BLDB120 WSEC Compliance Review 03/20/97 / / 03/21/97 ELECTRIC, OPTION 6 DONE DC 03/21/97 DLC PLANS SHOW UNHEATED/UNFINIISHED BASEMENT. CONDITION ON PERMIT. BLDB130 Planning Review 02/06/97 / / 02/11/97 DID SITE VISIT TO VERIFY IF 56 FT. WIDE DONE AHB 02/11/97 AHB STRUCTURE WOULD FIT IN AREA AVAILABLE; WITH 65 FT. SETBACK FROM STREAM AND 56 FT. WIDE HOUSE, A SETBACK FROM NORTH PROPERTY LINE WOULD BE 20 FEET. PLANNED DRIVEWAY SHOULD NOT CROSS IN DEVELOPMENT SETBACK AREA. AHB BLDB134 RLC Review / / / / 02/11/97 SEE RLC96-0447 FOR COMMENTS ABOUT DONE AHB 02/11/97 AHB STREAM. AHB BLDB135 Addressing 02/04/97 / / 02/05/97 DONE GMM 02/05/97 GMM BLDB138 Planning Pre-Review 02/05/97 / / 02/06/97 DONE MMS 02/06/97 MMS 6'V1 C_ y LA PNdar S!4 Page No. 1 CASE HISTORY FOR CASE NO.. BLD97 0076 STEVE VALLEY NE2387 OLD BELFAIR HWY BELFAIR 09/09/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 01/31/97 01/31/97 KW BLDA015 Waiver in File / / / / 01/31/97 DONE KW 01/31/97 KW BLDA100 Approved For Issuance / / / / 03/25/97 DONE KS 03/25/97 KS BLDA200 (H) Hold 02/13/97 02/13/97 03/03/97 2/13/97: mailed plans and letter DONE DC 03/25/97 KS explaining - needs lateral analysis. unusual shape, Loft (unsupported)..etc. BLDA500 (F) Issue building permit / / / / 03/28/97 DONE KS 03/28/97 KS BLDB007 Plans Revisions Submitted 03/03/97 / / 03/03/97 received lateral force engineered calcs. ENG DC 03/03/97 DLC File put in active structural. BLDB110 Structural Plan Review 02/11/97 / / 03/20/97 garage plans still active DONE SKM 03/21/97 SKM see hold action review complete engineering shows no hold down devices skm Spoke with engineer of record and asked if he would look at the eve height again it shows 18' on the engineering packet the actual peak height is 32' above grade the average mean height should be used . Engineer advised me that the two wind forces cancle each other out and there for it is ok. Applicannt called and would like to delete deck from project, to be constructed at a later date. The french door will be railed off till this time. BLDB120 WSEC Compliance Review 03/20/97 / / 03/21/97 ELECTRIC, OPTION 6 DONE DC 03/21/97 DLC PLANS SHOW UNHEATED/UNFINIISHED BASEMENT. CONDITION ON PERMIT. BLDS130 Planning Review 02/06/97 / / 02/11/97 DID SITE VISIT TO VERIFY IF 56 FT. WIDE DONE AHB 02/11/97 AHB STRUCTURE WOULD FIT IN AREA AVAILABLE; WITH 65 FT. SETBACK FROM STREAM AND 56 FT. WIDE HOUSE, A SETBACK FROM NORTH PROPERTY LINE WOULD BE 20 FEET. PLANNED DRIVEWAY SHOULD NOT CROSS IN DEVELOPMENT SETBACK AREA. AHB BLDB134 RLC Review / / / / 02/11/97 SEE RLC96-0447 FOR COMMENTS ABOUT DONE AHB 02/11/97 AHB STREAM. AHB BLDB135 Addressing 02/04/97 / / 02/05/97 DONE GMM 02/05/97 GMM BLDB138 Planning Pre-Review 02/05/97 / / 02/06/97 DONE MMS 02/06/97 MMS -97 q� � MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County BIdg.111 426 W.Cedar P.O. Box 186 Shetion,Washington 98584 (360)427-9670 BUILDING PARKS& RECREATION FAIRICONVENTION CENTER ADMINISTRATION 199 Re : Permit# �7-Q�1(p Dear QJTEYE The proposed permit application has been assigned to the building department for structural review. Unfortunately, the review cannot be completed until further information is provided. Please review the following notes . Ae- lan5 ace>✓ems' re`;euo O yr a/ercz/4ra c C)l -�he ,er . e e ol? cc/ ,,dam c/a. l/ea'5e f Z{10 r-�) �,5elt5 Cli''c2u.��r�G u)i f� 7-u)d cSe fo for. The proposed application has been moved to the next department for their review as not to delay the permit process . Please provide necessary information at your earliest convenience so that the review can be completed. If you have further e tions, we can be reached at 427-9670. or 1-800-562-5628 ext . Thank you, Ma s n County Building Department L Permit No. ,,� MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 �� PLEASE PRINT #10iteAddress wp r �'»JC� �,��`\� Phone# 3W ,��5- Z-77U )� E Z�SC-7 b(d �e_IGA.,r I-{� Fire District# Zity o ICA c R2 Stec/ _Zip Directions to Job Site r6rvN Ta�s ck G0-�4- St de t�� hoc. d r Sa.nc1 N2x T -i-:>c.ve u) e 1\ousQ- on Owner Mailing Address 10 -isoyc (took City F�e I Oak 2 St LA.) Zip Qi a S-Z Y Lien/Title Holder Address City St Zip #2 Contractor Name 1 O 0 e 1\/ Con 5-�r L)cf t D e' Contractor Reg#LOy'64C10 9 9SK Address 19�Z/ Expiration Date OH -ZQ l 97 City /VOAT ar l St Zi. Phone Ik2 ?-?z ��25 #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 *rcel No. 2�_- - 90r):2)(4 Legal Description -T 9 1 (, r-t o SP z S 3 Z Ft�� f k `� Building Square Footage: (existing/proposecy8 liL T 1 f— rd FI Loft_ y4 Z_ Basement r n, l!) /2I Deck /b Lr `f 7(o #bedrooms 3 / #bathrooms 7g� Carport / (Circle:Attached r Detached? Other sq. ft. / #6 Use of buildi Describe work gal #7 Type of Job: New V Add Alt Repair Other = 6 #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model CO Length Width Serial No. # Bedro #Bathrooms Type of Heat ! : Purchase Price $ JW #9 ' ate by circling the applicable source if any water is on or adjacent to subject property: Riv 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 Q38. 65Fr �-I a lid L ` Wnrer 1,nQ Co APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW k� �2 Plumbing Fixtures ($3.35 each) Fee Mechanical Fixtures ($6.75 each) No. Toilets /D. CIRCLE FUEL TYPE: Ga EI tr//ic Bath Basins Heatpump, Other 611 411 P "??Bath Tubs 'S No. Units Fees Showers 33 _ Furn BTU LHot Water Htr 3.75 _ Heatpumps Laundry Washer 3-k5_ _ Vent Systems Sinks 3- Z_ Spot Vent Fans Floor Drains No. Boilers/Compressors i Laundry Basins 3 Ls _ HP Dishwasher LS 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 16.75 _ Auto Fire Sprink Sys 35.00 TOTAL PLUMBING $ No. Other Gas Outlets Wo�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 16.75 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- 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 OFTHE 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 &A V4��Y�l" X BY DATE l�Lac/' / DATE FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY F ved Cond. Hold Approval Planning: 'rne Environmental Health: Building Plan Review -7 Occupancy Group: )e-3 Type of Const:_-7WTit/ Fire Marshal: Other: Special Conditions: FEES Building Permit 67 Plan Check Plumbing Fee o0 Mechanical Fee S Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection o 4 Building State Fee zy so Other Other Cq n ' EBuildingValuation: 141z- .' TOTAL FEE *eeL�rmit 0C No. MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 •427-9670 PLEASE PRINT #1 Owner S�Q_ l�A l\2w Phone# T -U'?-O Site Address City St Zip Directions to Job Site Owner Mailing Address City St Zip Lien/Title Holder Address City St Zip #2 Contractor Name Contractor Reg. # Address Expiration date City t Zip Phone #3 Parcel No. �T_- Legal Description #4 Use of building Describe work #5 Type of Job: New Add Alt Repair Plumbing Fixtures ($3.35 each Fee Mechanical Fixtures ($6.75 each No. Toilets CIRCLE FUEL TYPE: Gas, Electric, _Bath Basins Heatpump, Other Bath Tubs No. Units Fees _Showers _ Furn BTU _Hot Water Htr _ Heatpumps _Laundry Washer _ Vent Systems _Sinks _ Spot Vent Fans _Floor Drains No. Boilers/Compressors _Laundry Basins _ HP _Dishwasher No. Air Handling Units _Disposal _ cfm# _Urinals No. Other _Other _ Gas Outlets _ Wood, Gas, Pellet Stove 33.00 Permit Basic Fee 16.75 TOTAL PLUMBING $ _ Permit Basic Fee 16.75 TOTAL MECHANICAL $ No Basic Fee for Wood, Gas, Pellet Stove NOTICE: This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. Proof of continuation of work is by means of a progress inspection. NOTE: If this permit application includes the placement of a fuel tank, heat pump or other unit to be located outside of the existing structures, a plot plan MUST be submitted as required below: Show following on the site plan below: Lot Dimensions, Existing Structures, Structure Setbacks, Water Lines, Septic Systems, Flood Zones, Wells, Shorelines, Easements, Name of Flanking & Fronting Streets. Indicate directional by N, S, E, W, etc. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRAC- THE CONTRACTORS REGISTRATION LAW RCW 18.27,AND AM TOR IN THE STATE OF WASHINGTON AND I AM AWARE OF THE AWARE OFTHE MASON COUNTYORDINANCE REQUIREMENTS ORDINANCE REQUIREMENTS REGULATING THE WORK FOR FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN DONE WILL BE IN CONFORMANCE THEREWITH. NO CHANGES CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE SHALL BE MADE WITHOUT FIRSTOBTAINING APPROVAL FROM WITHOUT FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER y X BY DATE DATE Return permit to: Department of General Services 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 • 427-9670/1-800-562-5628 FOR OFFICIAL USE ONLY. Accepted by: Date:,--7 [Receipt`No. > .'' 3 Referred To DEPARTMENTAL REVIEW FOR OFFICIAL USE ONLY Proposal Proposal Approved Denied Planning: Building: Fire Marshal: N LIDATEDENGINEERING � SO - CIVIL - STRUCTURAL - SOILS - PLANNING - February 28, 1997 Steve Valley P.O. BOX 1601, Belfair, WA 98528 RE: LAT. FORCE CALCULATIONS ON RESIDENCE Dear Steve; We have done a complete lateral forces investigation on your residence and no problems were found. Calculations made reveal the house will need standard nailing 15/ o.c. ate on*dM�1oqMjM HqM Nailing on the second floor will be 1*" GYP. RD. with 5d cooler nails at 7" o.c. at edges. Drawings will need to be revised to match the lateral force calculations made before turning them in to the building department. The ridge beam is to be 6" x 12" No. 1 D.F. (per calcs) and the eave beams are to be 4" x 12" No. 2 D.F. Yours Truly, R. B. Boughan, P. E. Professional Engineer B. BOO �Q �OF wASy/V0/X- 0048913 9FGISTE � U\C, ss%rvAL EN EXPIRES . =Z P.O. Box 2321 • Bremerton, WA 98310 9 (206) 479-5598 • FAX (206) 377-7556 -- - 's3aldx�� CL68000 yJd Z ..a 2 'Y VM 40 09 la I 1 w ao) , S NZI3/10� 4 N I f A • �'3r)ZI O.-AJsd 1d�131`d"I Vs I�I�1 11�= �t ( t•I`.) 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BOX 2321 BREMERTON, WASHINGTON 98311 CALCULATED BY DATE Z 21 97 (360) 479-5598 CHECKED BY DATE SCALE 61-09— ID FRfl Jr b FAc.V WALL- of FY-u►�T w A l_!_ ( = �5.25x -4')+(q,5�+(q,5'v (z.V" = 20,4 S,f ►U-TIAOD'. 2-,f309 ` 411 A,Q s 63 lv) * (II 'x 3.7 5') (.�1 3.75 Z 12 S,F. PcJ= 13.�35,F, -,- 2!Z 5,F, Z,9ZZ(0 r 2,9 2Co* _ 2i(n O /I D.1�. (z9'� • JOB STEVE VALLF-Y CONSOLIDATED ENGINEERING OF (/ SHEET NO. P.O. Box 2321 BREMERTON, WASHINGTON 98311 CALCULATED BY DATE (360) 479.5598 CHECKED BY /��� � DATE SCALE Z THY 4-2041 /, • 2 � MASON COUNTY BUILDING DEPARTMENT 1991 WASHINGTON STATE ENERGY CODE AND VENTILATION AND INDOOR AIR QUALITY CODE OWNER S 7 _L.\l l= V lj 1 L E'-/ TELEPHONE 27- - Z 7 70 OWNERS MAILINGADDRESS ?06 1601 b E�e 60,4. f F5?6 COMPLIANCE INFORMATION TYPE OF PROJECT: *NEW RESIDENCE()ADDITION ()REMODEL()OTHER vN rtc-"�r!F-b UN Fr N ISIf6b AREA(SQ.FT.) 1ST FLOOR 13 (3 2ND FLOOR HEAT£d}BASEMENT 1513 4 Note: Heated basements must be insulated and finished to meet minimum energy code requirements. TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA /7-7 5 'P COMPLIANCE METHOD: ( ) PRESCRIPTIVE PATH -- circle oFn -- I II III IV V VI VII VIII Glazing percentage 23 (total glazing area divided by total conditioned area) ( ) COMPONENT PERFORMANCE -- Chapter 5 -- attach documentation and worksheets ( ) SYSTEMS ANALYSIS -- WATTSUN 5.2 — attach documentation and worksheets HEATING SYSTEM: ELECTRIC RESISTANC () Electric Central Furna jK ectric Wall Heaters ( ) Baseboard Units () Radiant Panels () Othe OTHER FUELS () Heat Pump with electric back-up ( ) Heat Pump with gas back-up () Gas Furnace () Oil Furnace () Other () Boiler System (indicate type) Make Model Size AFUE HSPF VENTILATION SYSTEM: Spot and Whole House ( ) Central Ducted System ( ) Integrar-A --Ith Furnace O Heat Recovery System (air to air heat exchan GENERAL NOTES: Your building plans should indicate certa' intermediate, advanced); type of vapor t• other equipment; location of solid fuel t WINDOW & DOO R SCHEDU WI f INCLUDE ALL WINDOWS, SKYLIGHTS, SLIDING GLASS DOORS, FRENC DOORS AND STORE DOORS. ANY WINDOWS IN DOORS (LESS THAN 50% OF AREA) MUST B ( 31 g S TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON SCHEDULE. BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ. FT. A ILVtZb 527-0 .3& / 30 X 50 11 ,�)2.0 0. A r3(//Q / 7o X2 0 8 �I 5 Zo 4., , • 36 2 3 ° x3 � Z1. 5 O s )+, .3 &x 3 50 25 ' 3 0 1(-, / 5° X 3 , 5 0 4' z0 Pic, S3 2 32)(S0 O . 1� 37 PiG. Z oX 0 /D, r i 3 z IC, c . ° x to x y° 35 s � S TOTAL WINDOW AREA DOORS BRAND MODEL -VALUE LOCATION SIZE TOTAL SQ. FT. T h e, 3` X �6 Z R AREA 5 Co d� { Prescriptive Requirements'For Residential Occupancies �r Heating by Electric Resistance Zone 1 Option Glazing% Glazing Doors Ceiling2 Vaulted Wail Above WalUint4 Walt/ext4 Floors Slab6 on Floor Area U-Value U-Value Ceiling Grade Below Below Grade Grade Grade 1. 101% 0.46 0.40 R38 R-30 R-21 R-21 R-10 R30 R-10 II. 12e/ 0.43 0.20 R-38 R-30 R-19 R-19 R-10 R-30 R-10 III. 121Y. 0.40 0.40 R38 R-30 R-21 R-21 R-10 R30 R-10 IV.' 15% 0.40 0.20 R38 R-30 R-19 R-19 R-10 R-30 R-10 V. 18% 0.39 0.20 R38 R-30 R-21 R-21 R-10 R-30 R-10 VI. 21% 0.36 0.20 R-38 R30 R-21 R-21 R-10 R-30 R-10 --- VII.7 25% 0.32- 0.20 R3 - 8 R-30 R-19+R-5 R-21 R-10 R-30 R-10 Vill.7 301% 0.29 0.20 R38 R-30 R-19+R-58 R-21 R-10 R30 R-10 'Reference Case 1 Minim m requirenw is for each option rebel.For example,I a proposed design has a glazing ralio to the eondtioned floor area of 19%,It shag 21%gang��(or f h-)-Proposed designs which cannot meet the specific requirements d a Wed option above,may calculate fiance by Chat all 4 the of this Codeents d the Y DTP by Chapters 4 or 5 d this Coda 2 Requirement applies to all oeiings except single rafter or joist vaulted oelirgs.'Ady'denotes Advanced Framed Ceiling. 3 Requirertert applicable only to single rafter or joist vauted oeiings. 4 Below grade walls shag be insulated either on the edenl0n to a minimum level of R-10,or on the 4xetior to the same level as walls above grade.Exterior insulation kntal{ed on below grade wale shall be a water resistant mabrial,manufactured for Its Intended use,and installed aocordirg to the manufactuner's specifications.See section 602.2. 5 Flocrs oo.w Cr w'i spaces on exposed to ambient air con Rion. 6 Required slab petineter insulation shall be a waler resistant mufet*merxrfactured for its Mended use,and krslalled aeoording to marxAar turer s specifications.See section 6M4. 7 The following op(i that be applicable to buildings less than throe stones:035 m;uo nurn br glazing area d 25%or less;0.32 maximum for glazing areas of 30%or{ass. 8 This wag irmAatiort requirement denotes R-19 wag cavity ixulaticn pkm R-5 foam sf»alhing. Excerpted from WSEC Table 6-1 Prescriptive Requirements'For Residential Occupancies . Heating by Other Fuels Zone 1 Option HVAC' Glazing Glazing Doors Ceiling2 Vaulted Wall Wall/int4 Wall/ext4 Floors Slab' Equp.% Floor Area U,Value U-Value Ceiling3 Above Below Below on Effic. Grade Grade Grade Grade 1. Med. 10% 0.70 0.40 R30 R30 R-15 R-15 R-10 R-19 R-10 IL Med. 121/. 0.65 0.40 R-30 R30 R-15 R-15 R-10 R-19 R-10 III. High 21% 0.75 0.40 R30 R30 R-19 R-19 R-10 R-19 R-10 IV.' Med. 21% 0.65 0.40 R30 R-30 R-19 R-19 R-10 R-19 R-10 V. Low 21% 0.60 0.40 R30 R-30 R-19 R-19 R-10 R-19 R-10 VI.7 Med. 25% 0.45 0.40 R38 R30 R-19 R-19 R-10 R-25 R-10 VII.7 Med. 30% 0.40 0.40 R30 R30 R-19 R-19 R-10 R-25 R-10 'Reference Case 1 Minimum requirements for each option fated.For example,I a proposed design has a glazing radio to the conditioned floor area of I M k shag comply with all of the requirements of the 21%glazing option(a higher).Proposed designs which cannot meet the specific requirements d a Wed f°4u oWom above•may calculate compliance by Chapters 4 or 5 of this Coda 2 Requirement applies to all ceilings exospt sigle ratter or joist vaulted ceiings.'Ad•'denotes Advanced Framed Ceiling. 3 Requirement applicable onfy to single rafter or joist vaulted 0eI'ags. 4 Below grade wafts that be isulaled either on the exterior to a minimurn level of R-M or on the Interior to the sane level as walls above grade.Exterior i suWion i sbIled on below grade wall shale be a wafer rm istant material,ma utadured to(Its irterded use,and installed according to the manufacturers speckicafioru.See section 6022 5 Floors over 0--W spaces or exposed to arrbient air oondkions, 6 Required slab perrneiar nsulation shall be a wabr resist"maderial,manufactured for its intended use,and Itstalled acnordrg to manulactu',ses specifications.See section 6024. 7 The fofbwing options shall be applicable to buldirgs less than three stories:Q50 maximxmn br glazing areas of 25%or less;0.45 maximum for glazing areas d 30%or less. 8 This wait nsulation requirement denotes R-19 wag cavity isutaton plus RS foam sheathing. 9 M inimtum HVAC Equiprnent efficiency requirement.I-ow dsnoies an AFUE of 0.74.'Med.'denotes an AFl1E d 0.7&"0'denotes an AFUE of 0.8& Excerpted from WSEC Table 6,2 i Log Homes Prescriptive Requirements' Heating By Electric Resistance Option Average Log Glazing% Glazing Doors Ceiling Vaulted Floors Slab6 on Thickness Floor Area U-Value U-Value Ceiling Grade Climate Zone 1 I.7 5.5' 15% 0.31 0.14 R30Adv R-38 R-38 R-10 11.7 7.5' 15% 0.40 0.20 R30Adv R-38 R-30 R-10 III.' 9.6' 15% 0.40 0.20 R-38 R-30 R30 R-10 'Reference Case 1 For Group R poarpancy use Table 6.5 for only"portion of floor area using logisoi d limber waits.use Tables 61 to&A for ale other portions of the too'area.Minimum requirements Are,for each option listed.Interpolators between options is not permuted.Proposed designs which canna(meet the specific requirements d a listed option above may calculate compliance by Chapter 4 or 5 d this Code. 2 Required minimum average log tftielvlesa. 3'Adv'denotes Advanced Framing.Requirement applies to all ceilings except single rafter joist vaulted oeigngs. 4 Requiremert applicable only to single rafter joist vaulted ceilings. 5 Floors over crawl spaces or exposed to ambient air oondtiore. 6 Required slab pe tier insulation shall be wabrtesistant mat-W.maoulacyued for its Mended use.and installed aocondkV b manutaclww.s specificatims. 7 Those options shall be appkrable$0 buildings less than throe sories. MASON COUNTY BUILDING DEPARTMENT 1991 WASHINGTON STATE ENERGY CODE AND VENTILATION AND INDOOR AIR QUALITY CODE RESIDENTIAL REQUIREMENTS (NEW CONSTRUCTION, ADDITIONS, &REMODELS) THE PROCESSING OF YOUR APPLICATION CAN BE EXPEDITED IF YOU PROVIDE COMPLETE AND DETAILED INFORMATION. YOU ARE ENCOURAGED TO COMPLY TO THE 1991 WSEC BY UTILIZING THE APPROPRIATE PRESCRIPTIVE PATH FOR YOUR PROJECT. THIS WILL ALSO HELP EXPEDITE MATTERS. THE FOLLOWING INFORMATION MUST BE PROVIDED: 1) A complete window schedule must be submitted with your WSEC compliance information, even if a window schedule is included on your building plans. Note that sliding glass doors (patio), french doors, and any door with 50% or more glass in it is considered a window with the area (sq.ft.) being the entire units rough opening dimensions. Any windows in doors (less than 50% of area) must be taken out of the door area and put into the window area on the schedule. Include the rough openings of each window, the model (casement, horizontal slider, single hung, awning, picture, etc...), and the units tested U-value. 2) If you are complying to the WSEC by prescriptive path and are using the area weighted averaging method you must include your calculations (worksheet). 3) Indicate type of hot water heater, location of exhaust fans (bathrooms, laundry, kitchen), the location of your whole house fan, and all insulation levels (walls, floors, ceilings, and slab) on your building plans. 4) Indicate how you will comply with the requirement for introducing fresh air to each habitable room on your building plans (window frame vents, through the wall ports, or an integrated system with your furnace). If you have questions about compliance to the 1991 Washington State Energy Code or the 1991 Ventilation and Indoor Air Quality Code, call Toni Hermansen or Debbera Coker at 427-9670 or 1-800-562-5628, ext 284. Mason County Building Department P.O.Box 186 Shelton, WA 98584 1-360-426-5211 or 1-800-562-5628 �46. /3 / 7 Permit Application# BLEY�K 7- 00 Z& Applicant: `Vfe ve YCcl/gr, The above mentioned permit application has been assigned to the building department for review. During the review process, it was noted that the proposed plans do not meet the 1994 Uniform Building Code (UBC) requirements for lateral bracing. Please review the information noted below that are lacking on the proposed submitted plans and respond at your earliest convenience. To minimize any delays in the permit process, the permit application has been assigned to the next department for their review. �1 2326.4.1 Braced wall lines. Where the basic wind speed is not greater than 80 mph,buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34 feet on center in both longitudinal and transverse directions in each story. 2326.4.4 Unusually shaped buildings. When of unusual shape as defined in Sec. 2326.5, Item 4, buildings of light-frame construction shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16. �} 2326.5.4 Unusually shaped buildings. When of unusual shape, buildings of light-frame construction shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16. One or more of the following shall be considered to constitute an unusual shape: 2326.5.4.1 When exterior braced wall panels, as required by Sec. 2326.11.3, are not in one plane vertically from the foundation to the uppermost story in which they are required. Exception: Floors with cantilevers or setbacks not exceeding four times the nominal depth of the floor joists may support braced wall panels provided: (1) Floor joists are 2 inches by 10 inches or larger and spaced at not more than 16 inches on center. (2) The ratio of the back span to the cantilever is at least 2 to 1. (3) Floor joists at ends of braced wall panels are doubled. (4) A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not less than 0.058 inch and 1-1/2 inches wide fastened with six 16d nails. (5) Gravity loads carried at the end of cantilevered joists are limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less. 2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall lines on all edges. Exception: Portions of roofs or floors which do not support braced wall panels above may extend up to 6 feet beyond a braced wall line. t 2326.5.4.3 When the end of a required braced wall panel extends more that 1 foot over an opening in the wall below. This provision is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2326.5.4.1, exception. Exception:Braced wall panels may extend over an opening not more than 8 feet in width when the header is a 4 inch by 12 inch or larger member. 2326.5.4.4 When an opening in a floor or roof exceeds the lesser of 12 feet or 50 percent of the least floor or roof dimension. 2326.5.4.5 Construction where portions of a floor level are vertically offset such that the framing members of either side of the offset cannot be lapped or tied together in an approved manner as required by Section 2326.8.3. Exception: Framing supported directly by foundations. 2326.5.4.6 When braced wall lines do not occur in two perpendicular directions. 2326.5.4.7 Other configurations which, in the opinion of the building official, create irregularities or discontinuities which are not addressed by Section 2326. REFER TO TABLE 23-I-W FOR MAXIMUM SPACING ON BRACED WALL PANEL 2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of bracing specified in Table 23-1-W and are in line or offset from each other by not more than 4 feet. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. All braced wall panels shall be by one of the following methods: 1. Does not apply. 2. Wood boards of 5/8 inch net minimum thickness applied diagonally on studs spaced not over 24 inches on center. 3. Wood structural panel sheathing with a thickness not less than 5/16 inch for 16 inch stud spacing and not less than 3/8 inch for 24 inch stud spacing in accordance with Tables 23-1-M-1 and 23-1-N-1. 4. Fiberboard sheathing 4-foot by 8-foot panels not less than 1/2 inch thick applied vertically on studs spaced not over 16 inches on center when installed in accordance with Sec.2315 and Table 23-1-P. 5. Gypsum board(sheathing 1/2 inch thick by 4 feet wide, wallboard or veneer base)on studs spaced not over 24 inches on center and nailed at 7 inches on center with nails as required by Table 25-1. 6. Particle board wall sheathing panels where installed in accordance with Table 23-I-N-2. 7. Portland cement plaster on studs spaced 16 inches on center installed in accordance with Table 254. 8. Hardboard panel siding when installed in accordance with Sec. 2320.6 and Table 23-1-0. For methods 2,3,4,6,7,and 8, each braced wall panel must be at least 48 inches in length, covering three stud spaces where studs are 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart. For method 5,each braced wall panel must be at least 96 inches in length when applied to one face of a braced wall panel and 48 inches Permit No. MASON COUNTY BUILDING PERMIT APPLICATION BU , 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT ('- ` #1 rite r 34C Je 1 AA\ 'Q- I Phone# �� 9�S 277U ddress �]E Z�SC7 &(� l GN �:��� Fire District#0� Z City o i �` St A Zip Directions to Job Site rrAr,, be - 3 y"\Ne�( °`�`'Q,s 6 S" aQ y1� Poc, d e�gti �Oe�uS A/�tl.D r Mal^ d Q Vex i �c.v Lv(,. e 1 u Owner Mailing Addr ss To �� l00 l City St Lip Zip Lien/Title Holder Address Clty % St Zip i #2 Contractor Name v e C G 'D^ Contr eg # t=LcIo9 q'i Address L6vEL Lti - F,xp on D /� / 97 City oR-T o St �✓�` i hon #3 If septic is located on project site, include reggrds. ell Connect to Septic? Public Water Supp`fy Connect to Sewer System? Name of Syst6(m (If residential, proof of potable water is required) o # rcel No. 2� 3�- �� - u gal Description W - S Z #5 Building Square Fo age: (existing/proposed) 1st FI f 2nd FI /_ ;rd FI / Loft_ LfG Z o ,,, u, e / `�'7(o # bedrooms / #bathrooms 3 / rt / (Circle:Attached r Detached? r sq. ft. / #6 Use of building -Describe work 1� 1 / Add Alt Repair Other #7 Type of Job: New >�/ T 6 #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model CO rn Length Width Serial No. I # Bedro # Bathrooms Type of Heat Purchase Price$ rn #9 . ate by circlin the applicable source if any water is on or adjacent to subject property: Rw Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other ' S DEPARTMENTAL REVIEW L FOR OFFICE USE ONLY �j 4 . 7 Approved Cond. Hold Approval Planning: C Owl Environmental Health: Building Plan Review Occupancy Group: Type of Const: Fire Marshal: ' I Other: Special Conditions: FEES Building Permit Plan Check Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other 1 Other 3uilding Valuation: TnTAI FFF DRAIK!FIELii AREA ii i 1 24' GRAVEL PARV-I NG ENTpY POp�H 5TEP5 - - 5 L 0 P � I I I I I N I/ HOUSE I Zv _ Ap I NG LL T t i 5LOPE �.. DECV- '� ` 5►D`-WALk' I SEpT l C -� I �Ir i �UMp DRIVEWAY WEN GARAGE i I REE5 / LAND5CAPING NEVJ RF_51DENCE FOR: STEVE VALLEY -� N.E. 2357 OLD DELFAIRI HWY Rrl rAIP IAIA C-)C, I)PAIKIFIELd AREA I I ! 24' GRAVEL PA121CING ENTRY PORCH ! 5TEP5 — 5LOPE NEW LAWN / H0U5E ► I �� L ANd5CAP I NG I ZiBt�c� 5LOPE — / I uv i 51DEWALK 1 ,311 oil SEPTIC--,�� PUMP UMP I DRIVEWAY ' i J12N / fJEW � GARAGE ?0uNd i QEE5 / LANd5CAP NG NEW RF_51DFNCE FOR: 5TEVE VALLEY N.E. 258-7 OLD 6ELFAIR HWY FLGI cAIn ILIA r)Cir,')o. � w�ygas