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HomeMy WebLinkAboutBLD94-1024 Cancelled SFR, Deck and Garage - BLD Application - 1/9/1998 Building Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 20 11 l ("\ , --�,"n�c e- 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 You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department Date -'— 1 5 C Inspector f DO NOT REMOVE THIS TAG MASON COUNTY � �ti� Permit No. BUILDING PERMIT APPLICATION S e P r/'c = PLEASE PRINT 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 P fi�iV OX,Al� eeAddress Yl �p Phone# Fire District# city— ,. tic,'�1 — Directions to Job Site C LL St— _Zip cJ L- e f' Cl- r Owner Mailing Address Q C,s CX U L j City . 4�77 <z cc Lien/Title Holder ,� St S1 zip!- Address Clty St__Zip #2 Contractor Name_ G Address Contractor Reg# City St Expiration Date _Zip Phone# #3 eptic is located on project site, include records. Q Connect to Septic?-X _Pubyl'c Water Supply Well r F N L)X Connect to Sewer System?A Name of System - (If residential, proof of potable water is required) #b� Parcel No. Z20 - SG - ()0 9 )3 Legal Description rRI O�.- ��� T� Cr C7 U xt 3 S t C` -Z-c714 #t 7 7 N s #X P #12 A/ #5 Building Square Footage: (ex ing/proposed) PAQCEL I OF S#Cgr R (c/F'ST pcAr� ��ac 1st FI /C)0 / 2nd FI -- 3rd FI ' Loft Basement ck'VOZ J `bedrooms - -7- j CL• Garage ' iOU / Attached r cue #bathrooms 2 Other Carport (Circl K. Detached?) sq. ft. _ -- #6 Use of building }���� �/Z���� c Describe work G NS #7 Type of Job: New—_Add Al—Repair Other ## MOBIL NUFACTURED HOME INFORMATION Model Year Make Model Length Serial No. #Bedr #Bathrooms Pu -hase Price$ Ty of Heat #�J Indicate by circling the applicable source if any water is on or adjacent to subject property: �t a � River Pond Creek Stream Wetland Lake Marsh _ �altwate�easonal Runoff Other A Fhow following on the site plan / Flood Zonesensions Structures Fencese Setback s Driveways ines 14IR Shorelines e Plan ! TopographSystems N `` ew Wells �} I%V�ed Improvements N Easements � Indicate Directional by (N, S, E, W) g /� �ri�r1� in relation to plot plan f Flankin Street N lrof Fronting Street Ili(A, APPLICANT.TO DRAW SITE PLAN BELOW L c _�. wi� �R R2N �0 Q e4c k1 g r APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW L0GS I t , Q/vCp-C 7-6� C.x t � \ I I Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ( 6 each No. .Z Toilets (Q vv CIRCLE FUEL TYPE: Gas, Electric, vV F _Bath Basins Heatpump, Other _Bath Tubs t? r_ Units Fees Showers 3 _ Furn BTU Hot Water Htr 3 — Heatpumps Laundry Washer _2, t Vent Systems 3 Sinks �_ Spot Vent Fans Floor Drains 3No. Boilers/Compressors _Laundry Basins _ HP ,Dishwasher 3 Air Handling Units Disposal cfm# _U�ials // �„' _No. Fire Protection Systems _Other — Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 c� TOTAL PLUMBING $ _ No. Other Gas Outlets cZ Wood as, Pellet Stove CU NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL , MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER — X BY DATE DATE FOR OFFICIAL USE ONLY:Accepted by.,:' Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Environmental Health: Building Plan Review Occupancy Group: Type of Const:_ Fire Marshal: Other: FEES Special Conditions: Building Permit Plan Check ?jot Jc' Plumbing Fee `J ,Ou Mechanical Fee 39• Cr Wood/Gas/Pellet Stove 50.C�) Radon Monitor S � Violation Fee Site Inspection Building State Fee Sr� Other Other q Building Valuation: TOTAL FEE h' BUILDING PERMIT DATE Planner Area CHECKLIST FOR PROPOSED CONSTRUCTION Yes No [ ] Within 200 FT of designated shoreline, wetland, or associated wetland Where? IN)(3,f4V ? [ ] [ ] Proposed construction on/over/in wetland [ ] [ ] Proposed construction within floodplain [ ] Eagle nest [ ] ( ] State road access needed [ ] [ ] Commercial Development (parking standards, sign ordinance, public works review, other applicable agencies) [ ] [ ] Mobile Home or RV Park [ ] [ ] Exempt from building permit application [ ] [ ] Exempt from SEPA process (WAC 197-11-305, WAC 197-11-800) ( ] [ ] Meets all requirements (which section(s) of SMP does proposed construction pertain to?) [ ] [ ] Variance or Conditional Use Permit required [ ] [ ] Exempt from Shoreline Substantial Development Permit process (Wac 173-14-040) [ ] [ ] Exempt from Substantial Development, but within Army Corp. jurisdiction (WAC 173-14-115) [ ] [ ] Address needed [ ] [ 1 Directions needed % AUO c Ifv Tom/ L 1V4: i .-7-N a C1� h' �� �i c ,zN G- lJ -;r T AG T _ c ILIO e -moo _ %c) _X/� /ter envx 0 77, # / _• _ems ' � v- ___ Ai 7- 77,7 At 1/ I( S .+ Al 45,0 s T C- 9v 4/- 0 7 LI A-1 /= L /� v arc_ c,(/2FD s /vc )c7 � . 4s .... . . ... .. . ... . .. . . ...... .._ . _ s h( P I CC 1 _S S .`- � L� L /�(tr J ,fZ ✓`'l r /Z S f`c�Pn ti'4 I f ..... . . -_ ... ... .. �r w r s'tiA� q3 �U„E c n1 r 4 N s C4 •°�/n�/°n : ? 1> Alf 106. • r SA � w o OR T s 4,0 N •, r n r� �o rn to �2 r j r o u � N N y m v u ~ p,Y 7 \ � N \ \ o� m 1 1 to ry _, , ( ' 1 cn m d► m m �o �� 1 CID 1 O / 1 0 1 Ch 1 a 1 1 , � 1 1 1 � � W � 6 PLOT C- /9P /�1 /'G �' CJ'I�C !-� LiJfr � '✓2rvc= 7_ C' 7- CJ Al, nJ /V�L L fi-A/ 0 4' � �C � � �Jv 7-/y � G /Lo (v�/Jr^l6 (J ,2 L� �L �� i, l3�,� Est=T /M//�L ce t1 a Z L � l rn Q � �C t� h F n S r W I F [} 1 1 ._ Y � .. �`-�. r B i -, i i �,_ 1 _. ,� � .. `` � `j '~ i i� 3 � VV s`, �- �� �_. { I ' i �. ,``1 i�i ( ( k a t t i 1 i - l tt I i nJ Z D6Z t ;qn t ) 1 V s f f i I r u� IL Q tI ry •�ma`y J V � 1 ZN ka J I �. s_, -_� . _ t a ., j Y i �yj i 1{{ S �i �J I f i i Department of Labor&Industries Electrical Section ELECTRICAL 768803 ... ..............................:duo Ready tww WORK PERMIT APPLICATION ..............Will call.................... .................................................................................. .......... ...........w.....................:........... ....... descnpUon ;o. �...................... Electrical conuwtora�ne .......... Job wired by ...............................................Addreu of inspection .......................................................... ..... ..................... ........... ................................................................................ ........................................................................................ ......................................... ........................................................................................................................... unty Pisa ow .....ne...r's...name ....e .. ........ ...................................................../.......................................... ......................... ectrical contractor name ................................................................................................ ......................................... i Inspection lee................ ........................... A+re2wefs.mailing address ............................. $ ......... ....................................... -------------------------------- .......------ ...................... ri A*cOMes permit when Properly validated. .......... .......i.......... .............. ...... city --------— Fjqpires one(1)year from date of issue. Deparunent use ordy .............Power tympany . ...................;....... ........... ................................. .............4........ i..................e�........--................................................................................. I hereby certify that I am the owner (or authorized agent) of the above named property or a licensed electrical contractor(or the firm's authorized agent)and am making the electrical installation or alteration in compliance with the electrical law, C.4 p!er 19.28 RCW. Siure owner or ....... ...... .................................................................................................... .......................... Cuy-.... site .. ............ ................................................................ ...................... ................ ............... ........ WALLS2 ......*----- % '/ - 1 3 ----------- .........................\ .............................. InsuLation Only 4 SERW�ig­**­* Insulation Only : : Banding Only Overhead ver y Due pprov y- DateTw—a-gy- �— pprov y Equiptnent only Vndergro ............................................ ....................... xP—M-va-flry . ......r-viif ........................ ...................................................... "'i"N /" ...... ......................... SLAB FINAL 6 8 TRA FORM Cover Cover GENERATORS /f r ............ I ........... ... q -q 5�r'q 4 A/c* D&L I......... ....... 1. Date ................................................. ....................... .. .................... Ap-p--e—dRy- ; ----------------................................ .............................. ......................... .. ............... ----------------------- ............................ ........ 't ./ I �ii 1 12 ..................­ 10 MOBIL V, SUBPANELS Service only OTHER PROGRESSIVE REPORT Dam -;�Mmed By Feed"Only ...................................................... ......................... ........................ I,, Date -------B... Due Approved By ...........I.......................... ... ................................ ........................... ........................................................ -------------------*.................. Inspection Area,Building,or ....................................................... _Date ui ent Ins ed Action Taken Approv o. .............................................................................................................. . ..................................................................................................................... ......................................... ................ ................................................................................................................. ............*...... .......................................................................... ...................................................... .....................................-......................................................... POST THIS COPY ON JOBSITE. 500-001-000 electrical work permit application 6/92 THIS IS YOUR PERMANENT RECORD. /- goo- �3)-5z 't 7 JOB SITE /,2, c) &7 PIZ C) (-"-rod 'o 7- X CIV C7 P '-,Z77 C Agkl%-?�r 7- —7 --Z—,000v —407,57.S Ll ^/7 Cj C e'T IS/OIYC i/Iyo //0 C-1-S lr-_ &0, T—lollzz--S G /9 (8 /v w—r I- L— o clo i) Am Lt-)//F-/v -T-IY6 c- Oolveo -7-7 P4�91V Tc ,7—IV77C �slqp, G�o-Z7NS i I`I T Z ,d CRC €� o I ao r OF /J 75 0 c <> L ��/0 S C 12--T: T T C /4 L d4 Efi S JZ:l t,% E w 6 y 19 jO p fZ C U/i L 2 L) PH 0 TO 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). a" ` ©em A-t-1 n /'� ro P'n-e, 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 the 1991 Washington State Energy code or 1991 Ventilation and Indoor Air Quality Codes, call Toni Hermansen or Debbera Coker at 427-9670 or 1-800-562-5628, ext 284. Prescriptive Requirements'For Residential Occupancies c '� Heating by Electric Resistance Zone 1 Option Glazing% Glazing Doors Ceiling Vaulted Wall Above Wall/into Wall/ext° Floors SIab6 on Floor Area U-Value U-Value Ceiling3 Grade Below Below Grade Grade Grade I. 10% 0.46 0.40 R-38 R-30 R-21 R-21 R-10 R-30 R-10 if. 12% 0.43 0.20 R-38 R-30 R-19 R-19 R-10 R-30 R-10 III. 12% 0.40 0A0 R-38 R-30 R-21 R-21 R-10 R30 R-10 IV.' 15% 0.40 0.20 R-38 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 R38 R-30 R-19+R-58 R-21 R-10 R-30 R-10 VIII.7 30% 0.29 0.20 R38 R-30 R-19+R-58 R-21 R-10 R-30 R-10 'Reference Case Minimum 1 21%glazing ��ddeesignsor ass#txanplacanataP 9 meet the specific ratio to floor area d 1M R steal comply vrth ad d the requiamenb d the 9 xg option(or option above.may cekulate compliance 2 Requirement applies b an calf our by CFoptete 4 or 5 d this Code. callings Dept single roller or Jost vaulted oefiirgs.•Adtr denotes Advanced Framed Ceiling. 3 Requirement applicable only to single rafter or joist vaulted conga. 4 Ballow 9ra�fe walls shall be insulated sitl»r on the extwicr to a minimum level of n-to.or on the interior b the same level as walls above grade.Exterior Insulation Installed on below grade walls aTnnapl be a water resistant auderial,manuhu*Jrod for its intended use,and installed socording to the nanula turer's specifications:See sedan 602 Z 5 Floors over erRM spaces or exposed to ambient air conditions. 6 Required slab perirlebr insulation shall be a water rosistam material,manufactured for its itended use,and Installed a000nfing b manufacturer's specifications.See section SM4. 7 The foibwing option shall be applicable b buildings less than three stories:0.35 maximum for glazing area of 25%or less:0.32 maximum for glazing areas of 30%or less. a This wag isublion requirement denotes R-19 oral cavity insulation plus R-5 foam sheathing. Excerpted from WSEC Table 6.1 n Prescriptive Requirements'For Residential Occupancies Heating by Other Fu e 1 G/ Option HVAC° Glazing Glazing Doors Ceiling Vaulted wall wall/int' Wall/ezt4 Floor SIab6 Equip. Floor Area U.Value U-Value Ceilin Above Below Below Efffc. on Grade Grade Grade Grade 1. Med. 10% 0.70 0,40 R30 R-30 R-15 R-15 R-10 R-19 R-10 II. Med. 12% 0.65 0.40 R-30 R-30 R-15 R-15 R-10 R-19 R-10 111. High 21% 0.75 0.40 R30 R-30 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 R30 R-19 R-19 R-10 R- VI.7 Med. 25% 0.45 0.40 R3 19 R-10 8 R-30 R-19 R-19 R-10 R-19 R-10 VII.7 Med. 30% 0.40 0.40 R30 R-19 R-19 Case R-10 0.95 R-10 'Reference 1 Minimum requirements for each option rated.For example.i a proposed des' 9 vg •" t /j'r 3� '"//9 21%9laing option(or'wither).Proposed designs which cannot meet the has a laz' qK d 1 n slap comply waft'apt is d the spedfrc requirements of a listed option above,may calculate compl Chapters 4 or 5 of 6xs Code. m iance by 2 Requirement applies to an ceilings except single rafter or joist vaulted mifings.'AdJ'denotes Advanced Framed Ceiling. 3 Requirement applicable only to single rafter or joist vaulted ceilings. 4 Below grade walks shag be insulated efBer on the exterior 10 a minimum level of R-10 or on the interior to the same"as walls above grade.Exterior insulation installed on below grade wan shall be a water resistant material,manufactured forks intended use,and installed according to the manufacturer's specfcatoro.See s 5 Floors over crawl spaces or exposed b ambient air conditions. action 6022 6 Requited slab perimobr insulation atoll be a water resistant maiwiat manufactured for its intorded use,and installed according b manufacturer's specifications.See section 602.4. 7 The fdbwirg options shall be applicable b buildings less ton three stories:aso maximum for glazing areas of25%or Iess:0.45 maximum f 8 This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. or glazing areas of 30%or less. 9 Minimum HVAC Equipment efficiency raquirement.'LoW denotes an AFUE of 0.74.Wed.'denotes an AFUE of 0.78.'High'denotes an AFUE of 0.88. Excerpted from WSEC Table" i Log Homes Prescriptive Requirements' Heating By Electric Resistance Option Average2 Log Glazing% Glazing Doors Ceiling Vauited4 5 6 Thickness Floor Area U-Value U-Value Floor Slab on Climate Zone 1 Ceiling Grade 1.7 5.5' 15% 0.31 0.14 R-60Adv R-38 R-38 R-10 11.7 7.5- 15% 0.40 0.20 R-60Adv R_38 R30 R-10 Ill.* 9.6' 15% 0.40 0.20 R-38 'Reference Case R30 R-30 R-10 00c PancY me 1 For Group op UR In}e Table 6-5 1«only the portion d floor area using timber walls.Use Tables 6-i b 6-4 for an other portions d the floor area.Minimum requ'vemertls are for each rTa latiore between by Chapters 4 or 5 d this Code. options s not rmitted.P igns which cannol meet the s 2 Required ntinimum average log thickness. specific requirements d a listed option above.may calculate compliance 3'Adv'denotes Advanced Framing.Requirement applies to an ceilings except single rafter joist vauhed cei(i:igs, 4 Requirement applicable only to single raffor o st vaulted ceilings. 5 Floors over crawl spaces or exposed to ambient air conditions. 6 Required slab perirnoter insulation shall be water-resistant matwial,manufactured f«its intended use.and ins Lilted according b mnnufacturer's 7 Thine optiore shah be appli.-able to buildingsIons than Io than Ih-s1.6-- specifications. ' 3 MASON COUNTY BUILDING DEPARTMENT 1991 WASHINGTON STATE ENERGY CODE AND VENTILATION AND INDOOR AIR QUALITY CODE OWNER 8 Ik It D TELEPHONE S 6 c— 3 7Z — 2 6 00 COMPLIANCE INFORMATION TYPE OF PROJECT: O NEW RESIDENCE O ADDITION REMODEL OTHER AREA(SQ.FT.) 1ST FLOOR )7Q� 2ND FLOOR 3 oa HEATED BASEMENT Al Note: Heated basements must be insulated and finished to meet minimum energy code requirements. r� TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA 21 C C O COMPLIANCE METHOD: vin <'] O PRESCRIPTIVE PATH — circle option-- I II III IV V VI VII 1. Glazing percentage (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 WATER HEATER () Electric water heater XGas water heater —ON HEATING SYSTEM: EL C RESISTANCE () Electric Cen �er Elaseboard Units Radiant P OTHER FUELS () Heat Pump with electric furnace ( ) Heat pump with gas furnace ( ) Gas Furnace Oil Furnace IK () Other () Boiler System (indicate type) Make f1 RM STo2oN 6- Model Ll 79 ' G o Size 7S To g,S ?� AFUE P>°d HSPF VENTILATION SYSTEM: () Spot and Whole House 9f Central Ducted System () Integrated with Furnace () Heat Recovery System (air to air heat exchanger -- heat recovery heat pump) GENERAL NOTES: Your building plans should indicate certain compliance measures: framing to be used (standard, intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and other equipment; location of solid fuel burning appliances, fireplaces and their combustion air duct runs; and termination points of exhaust ventilation fans. WINDOW & DOOR SCHEDULE WINDOWS I he j c /11) S u W � �c INCLUDE ALL WINDOWrl -,YLIGHTS, SLIDING GLASS DOORS, FRENCH DOORS AND STORE DOORS. ANY'WS IN DOORS (LESS THAN 50% OF AREA) MUST BE TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE SCHEDULE. BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ. FT. 0 r Iq r l' a"rO k s Ll ii g!r 2kraLi cl qr-cl 7AW7 W00A . S9 '� r� �, i/ Mir 14'i"-j19102 6,, ,?6 H hilgad L&g i`G A9 4W 14q")(qq4 6 i L c, iG ✓ �( 7 2-"X Zy r� -tfj` y x�� 4rd h Lc,s—t-iGS- M l Lei i r 1 2`'X ` L�' a� r L g " TOTAL WINDOW AREA DOORS BRAND MODEL U-VALUE LOCATION SIZE TOTAL SQ. FT. K C ro r 36,, `' Q ., Z u ILooM �� TOTAL DOOR AREA 30 WINDOW & DOOR SCHEDULE ] WINDOWS INCLUDE ALL W DOWS, SKYLIGHTS, SLIDING GLASS D( ORS, FRENCH DOORS AND S I =DQOItS. MIWS W DOORS (LESS THAN;; F AREA)MUST BE 'l t KEl l'OUT OF AREA AND AIT INTO THE _ W ARE t1 ON THE . SCHEDULE. ;,_, BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ. FT.' M'lq -t44 " 75" Z"X V 1-10 r r S' a A Sint �nAl oo o rNA Sro r e 1"rvn t n O 4� TOTAL WINDOWI,A) EAla -Lg o2 r DOORS BRAND MODEL U-VALUE LOCATION SIZE TOTAL SQ. FT. TOTAL DOOR AREA E N G I N E E R I N G January 4,1995 INVOICE 4246 Brad Carey PO Box 1021 Issaquah,WA 98027 Project #9.4246 Property: Carey residence Invoice for the period: November 28, 1994 STRUCTURAL ENGINEERING SERVICES Hours Rate Charee ENGINEEWNGIJWH 1.00 $70.00 $70.00 Subtotal $70.00 INVOICE TOTAL $70.00 vl T �v SO. Structural Structural and Civil Engineers 180 Nickerson St., Suite 302, Seattle WA 98109 206.285.4512 FAX 206.285.0618 ENGINEERING PROJECT: 7q F G c,(<; k= DATE: CLIENT: 1-) C jz E PG.NO.: GD/i/L�2C'7� �dltiV/Jff%ic✓✓ /�v .r/ic/l�scvy Swrc.3 vZ 1652,, l��ryti 'tS:L I% , eve O1VAILh"�'r�s+0�2'Q EXPIRES 7/27/99 l�< T .tea D� Ca�G�i� �SSID:7A1 IL`. EXPIRES 7/27/9 S Structural and Civil Engineers 180 Nickerson St., Suite 302,Seattle WA 98109 206.285.4512 FAX 206.285.0618 S/v- i STRUCTURAL NOTES CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1991 EDITION. GENERAL• CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. THESE WALLS ARE CANTILEVER RETAINING WALLS, THEREFORE BACKFILL MUST OCCUR AFTER THE GROUND SLAB IS IN PLACE AND BEFORE THE FLOOR DIAPHRAGM IS IN PLACE. REFER TO ARCHITECTURAL PLANS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS & PIPES ETC. NOT SHOWN. DESIGN LOADS• LIVE LOADS: RESIDENTIAL 40 PSF ROOF 25 PSF (SNOW) WIND LOAD: 80 MPH, EXPOSURE B V= KIPS(N-S) , = KIPS(E-W) . EARTHQUAKE: UBC ZONE 3 Z = 0. 3, I = 1 . 0, Rw = 6, C = 2 .27 V = KIPS FOUNDATIONS• ALLOWABLE SOIL BEARING PRESSURE = 2500 PSF. ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL. CONCRETE: CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" . AN AIR ENTRAINING ADMIXTURE CONFORMING TO UBC STD 26-9 SHALL BE ADDED TO ALL CONCRETE EXPOSED TO EARTH OR WEATHER. PROVIDE 5% + 1% ENTRAINED AIR. MAXIMUM SLUMP SHALL BE 4" AT TIME OF PLACING. f ' c MIN SACKS OF SPECIAL INSP. USE CEMENT PER REQUIRED CY OF CONCR. 3000 5 1/2 YES SLAB ON GRADE 3000 6 YES FOOTINGS & WALLS THE USE OF WATER-SOLUABLE CHLORIDE ION SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN SHALL BE REVIEWED FOR CONFORMANCE TO UBC 2604 (c)2 . PUMPED CONCRETE• IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE. THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REBAR. REINFORCING STEEL: ASTM A-615 GRADE 60 (fy = 60 KSI) DEFORMED BARS FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 & NO.4 BARS . ASTM A-185 (fy = 75 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE CLASS C LAP SPLICES . MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH ------- 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER ----------------- 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR EARTH ------------------------- 3/4" CONCRETE WALL REINFORCING: PROVIDE TWO HORIZONTAL #5 BARS AT EACH FLOOR LEVEL. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING AT EACH WALL INTERSECTION AND TWO VERTICAL #5 BARS AT EACH WALL CORNER AND INTERSECTION. AT ALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT SIDES. EXTEND HORIZONTAL BARS AT LEAST LAP DISTANCE PAST THE OPENING OR AS FAR AS POSSIBLE AND HOOK. EXTEND VERTICAL BARS THE FULL STORY HEIGHT OR AS FAR AS POSSIBLE AND HOOK. PROVIDE ONE #5 BAR BY 4 ' -0 LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS OR IF NOT SHOWN SHALL BE AS FOLLOWS : WALL THICKNESS HORIZONTAL VERTICAL LOCATION BARS BARS 6" #4 @ 13"oc #5 @ 20"oc @ CL OF WALL 8" #4 @ 10"oc #5 @ 15"oc @ CL OF WALL 10" #5 @ 12 "oc #5 @ 12"oc @ CL OF WALL INSPECTION: IN ADDITION TO REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS, SPECIAL INSPECTION BY A SPECIAL INSPECTOR SHALL BE PERFORMED FOR CONCRETE PLACEMENT, REINFORCING STEEL. E N G I N E E R I N G PROJECT DATE: //4-15;3 CLIENT.. PG.NO.: GD�✓c��r� Fpu�va�r.�� 3 G /.2 OA/ N fc .SiOt S 3T/�c� ftc7ivE ..3� GOEF ��' fiZicTia�/ G /yy �� w►liy G' ��/d�C D�/���V��Y� /+I�Tr%/if'L .S'Ld/OE/J /�G✓�2!' G/f�/�fZ use � y � /zoo, -------------- min✓ 6 ���FD,Pit�ti � ;� ;. �.��"� r� -. Structural and Civil Engineers 180 Nickerson St., Suite 302, Seattle WA 98109 206.285.4512 FAX 206.285.0618 FNO-2- CANTILEVER RETAINING WALL SCHEDULE CONC. DIMENSIONS REINFORCING SIZES N AD G D V!Tym .A TY� '� T �� TYPE 9' T'YTS 1� 27Ra� DRtL1 'use/O'� SAM CWU 4S4 rYPE •A• eARb To TOP CR WALL LAP 3'-D' 1'-0' 301E COVER 2' CLR. (TYP) FREE CRAINMG TYPE .G. BAR GRANULAR FILL o I - - �,l3gc%�'ict QE<-ve?r w�vo cLvo.t ¢ire 4 Gov S.O.G. F- '''•? y t I ---pOIIE;LS 3A1'9E SIZE � (WAcm,6 Ab TYPE A BAR o •. ,�"C,IiANt4!Y.0 �Vu6//EN 1� U 7.yPE 'ID�6%4R v in (- 6M/L 1/foof rTG FLOCK • • • ,QAR,P/ER TYPE 'F" BAR TOE STEM HEEL TYPE 'E' BAR A B C . BASE CANTILEVER RETAINING /ooI WALL W/ . SCHEDULE SSCALE: 3/4' . V - m' CD 27 FZ DESCRIPTION >> _____---- VERTICAL LOADS --------- - SOIL DATA ------------ - 0 plf ALLOWABLE BEARING = 2, 500 psf 0 pcf AXIAL IAL DL ON STEM = 0 plf L ON STEM ACTIVE LATERAL = 0 l . . . . .MAX PRESS. = 0.0 pcf . . .ECC(Toward Toe= ' + ' )_ in . .SLOPE PRESS. = 0.0 pcf BACKFILL SLOPE = 0 : 1 SURCHARGE OVER TOE = 0 psf (horiz•vert, O=Level ) SURCHARGE OVER HEEL = 0 psf PASSIVE PRESS. = 300 pcf . . .RESISTS OVERTURNING ? SOIL DENSITY = 110 pcf Toe Y y/n SOIL HT OVER TOE = 12 in Heel : Y y/n ____ G -- LATERAL LOADS --------- ------- ADJACENT FOOTIN --------- LATERAL LOAD ACTING ON VERTICAL LOAD _ 0 lbs STEM ABOVE SOIL = 0 psf LOAD ECCENTRICITY _ 0.00 in 0 ft FOOTING WIDTH - ADD' L LATERAL LOAD = 0 plf FTG. CL TO WALL = 0 ft TOP OF FTG TO START = 0.00 ft VERT. POSITION OF FTG. 0 ft TOP OF FTG TO END = 0.00 ft . . .Above/Below: [+/-]_ SPREAD FOOTING ? Y y/n __------------------------ WALL & FOOTING DATA ------ 2-ft-- RETAINED HEIGHT - 12 ft TOE WIDTH _ 6 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH - KEY DEPTH = 0 in Total Width = 8 .00 ft KEY WIDTH = 0 in - in KEY DIST TO TOE = 0.00 ft THICKNESS - 15 -- ------- SUMMARY ------------------ Pressure @ Toe = 1,917 psf Factors of Safety: - ' Pressure @ Heel = 609 psf Overturning 3.48 , ' Allowable Press. = 2, 500 psf Sliding = 1 .40 ' Ecc. of resultant = 8. 29 in ' --->> Sliding Ratio < 1 .5 Max. Shear @ Toe = 16.21 psi Allow. Ftg Shear = 85.00 psi ! Max Shear @ Heel = -21 .62 psi ' ------------------------------- - SLIDING CHECK ------ -------------------------------------- , ' Lateral Pressure = 3, 072 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 759 lbs SOIL TO NEGLECT = 0 in - Friction = 3_536-lbs Factor of Safety = 1 .40 Add' 1 Force Required = 0 lbs --------------------- FOOTING DESIGN ------------------- ----- - --- 2, 500 psi Soil Press. Mult. Toe-- --Heel-- f 'c = 60, 000 psi By ACI Eq. 9-1 psf= 2, 683 852 Fy Mu - Upward ft-#= 5,062 0 Min. As Percent = 0.0014 Mu - Downward ft-#= 833 28, 169 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 4, 229 (28, 169) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 16 .2 21 .6 # 4 @ 12.42 in o.c. 4.55 Allowable psi= 85 .0 85 .0 # 5 @ 19 .25 06 Cover over Rebar in= 3. 50 2 . 50 # 6 @ 27.33 10 .02 ' d' in= 11 . 50 12 . 50 # 7 @ 37.27 13 . 66 Ru = Mu/bd'2 psi= 35.5 200. 3 # 8 @ 48.00 17.99 # 9 @ 48.00 22 . 77 #10 @ 48.00 ff28 .92 #11 @ 48 .00 it35 . 53 ---------------- STEM DESIGN -------------------------------� NOTE: Concrete M & V are <----------- Stem Sections ------------- U!~;SC;K1Y'1'lUN > > > > ______ Vlr:R'1'1C;AL LUAUS --------- - SUIL DATA ------------ --------- u pit ALLUWABLr; bNAHING "L, 5uu pst AXIAL UL UN STEM = U pit ACTIVE LATERAL = J n.U pc t AXIAL LL UN STEM = . . . . .MAX PRESS. = U .U pc t . . .NC;C;('Toward Toe- ' + ' ) = U in . .SLUVE PRESS. = U . 0 pct U pst U : I SURCHARGE UVER TUN = BAUK1•'1LL SLUPS = U pst (horiz:vert , U=Level ) SUKC;HANUE UVNH HlrEL PASSIVE PRESS. = JUU pct . . .RESISTS UV1=;RTURNiNG .: Y y/n I "I U pct Toe SU1L DENSITYY y/n SUIL HT UVER 'TUB; _ "I L in Heel ______ ADJACENT r'UUTING --------- LA'1'1r•KAL LUAUS --------- ------- LATERAL LUAU ACTING UN VERTICAL LUAU U 1 b5 STEM ABUVE SUIL = U pst LUAU EC;UENTRIUITY = U . UU in I`uoTING WIDTH = U tt Ally'L LATERAL LUAU = U p l t r"1'G. C;L '1'U WALL = U tt '1'Ul' Ur' b"1'G Tu START = U .U U tt V 1~RT. 1'US l,T I UN Ur' 1•"1'G. U tt . .Above/Below: l+/- 1 = TOP Ur" r'•rG TO END U . U U tt ": Y Y/n SPREAD FUUTING ________________ WALL lic 1+'UU'1'ING DATA ------------------- - -- ---------- _ 1 L tt TUN wiuTH = L tt EU RETA1N HEIGHT WALL k1T. AtiUVr; SUIL = U .!3 tt HI;t:L WIDTH = b tt ------- K1:;Y llJ;'Y'1'H = U in 'Total Width = U . UU tt KEY WIDTH = U in In KEY ll1S' TU TUN = U . UU tt 1'H1C;KNzss ------------- 1' ------ ------ SUMMARY ------------------- I Pressure (d Toe = "I , yj I / pst k-actors of Satety: b I I Pressure ld Heel = bU9 pst Uverturning J .4 = I Allowable Press. = L , SUU pst Sliding _ .1 .4U I Ncc. of resultant = b.Ly in - I --> > Sliding Ratio < I Max. Shear ld Toe w I b . 'L"I psi Allow. r'tg Shear = tSS. UU psi I Max Shear td Heel = -L"I .bL psi ---------------- I I --------------------------------------------- Lateral Pressure J , U'/L Ins SLIDING CHECK -- b"lti/SUIL P'RiC;TIUN = U .JS - Passive Pressure !bs = U in - r'riction = J , nJb Jb !bs SUIL To Nh;L;L1=;C;'1' _-____ r'actor of Satety "1 .4U Add' 1 r'orce Required = U lbs P'UU'1'1NG U1±;SIGN ------------ --------- -------- -- --------- = 5UU psi Soil Press. Mult. ---Toe-- Heel-- t 'c = bU , 000 psi By AU t;q. 9-"1 Ps t= L, bttJ t$bL r'Y Mu - Upward tt-#- 5 UbL U Min. As Percent U . UU"14 Mu - Downward tt-#= t9JJ ZU, 1 b9 UM1'1' SP UNDER HEELY -Y_y/n- Mu - Design tt-#- 4, 229 ( Gt3, 'Ib9 ) --------- Rebar Choices - _ Une-Way Shear: -- -roe -- -- Heel -- Actual psi- "Ib . 'LL'I . b # 4 (d "IL.42 in o.c. 4.5�l . Ub Allowable PSI- bS.0 b5'U # (d 1y .L5 "IU . U6 Cover over Rebar in= J .!)U L.SU # b Ld L / .JJ ,. 1J . bb "1.dI in- 1 . !)U 1Z.Su # .l (d J-I . L'l 14 . 99 Ku = Mu/bd"L psi- Jb. S LUu .J � y ld 46. UU #"IU ld 4b . UU Z6. 9z #'I "I (d 46 . UU Jb . bi ---------------------- STEM UES1GN -------------------------------> Stem Sections -------- NU'1'1±;: Concrete M 2k V are <--op . . . . . . Top .Bottom tactored Mu & Vu -------------------------------------- WALL TYPE. . . . . . . L J J J 3 "i :Mas. L:Conc . J :Not Used DESIGN HEIGHT ABOVE b"1'Ci. = U U U U U tt 4V,0-s REBAR: U :Cnt r, 'I :1!:ctge I U U U U ' d' FOR DESIGN = I . b.i U .UU U .UU U . UU U . UU .DE61UN DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '1'H1CKNESS (nominal ) _ "IU U U U U 1n REbAR SIZE # b U U U U RE13AR SPACING = ti U U U U in Lateral Load (d Section 4 , Gb4 U U U U # Moment . . . .Actual I / , 1Zb U U U U tt-# Moment . . . .Allow. "LU , S.S.i U U U Shear. . . . .Actual = 4'I .y U . 0 U .0 U . 0 U . 0 psi Shear . . . . .Allow. = bb . 0 U . 0 U . 0 U . 0 U .0 psi . . interaction Result = U . b4l U .000 U .000 U . 000 U . 000 wall Weight = 12!3. 0 U .0 U .0 U .0 U . 0 pst n : Modular Ratio = IU . 1b U.UU U . UU U . UU U .UU Rebar Embed Length = "IU .4U U .UU U . UU U .UU U . UU in .MASONRY STEM DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t 'm = "1 , 5UU l , SUU 1 , 5UU '1 , 5UU '1 , 5UU psi Fs = L4, 000 24, 000 L4, 000 24, 000 24 , 000 psi ALL CELLS GRUUTZI) Y N N N N N y/n USE SPECIAL INSP. N N N N N y/n Load Duration Factor = 'I .UU 'I .UU 'I . UU 1 . UU 'I . UU in .CONCRETE STEM DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t 'c = L, 5UU .i, 000 -i , 000 .i, 000 S, 000 psi Fy = bU , 000 bU , 000 bU , 000 bU, 000 bU , 000 psi ------ SUMMARY Ur' r'UkCI;•S tSc MUM!•:N'1'S ------------------------------------ <-Overturning Moments-><- Resisting Moments -> Origin-ot-r'orce_ ----#-- ---tt-- -tt-#- ----#-- ---tt-- -tt-#-- Active Solt Press. _ JU"IL.s 4.42 'ISSbV . -- -' -- Soil over Heel = -- -- -- bb/.U .0 5.4L JbV4'1 . Soil over Toe -bb . b U .75 -bb .44 LLU .0 'I . UU LLU Sloped Soil (d Heel = -- -- -- U .0 U . UU U Ad3acent Ftg. Load = U .0 U . UU U U .0 U .UU U Surcharge Over Heel - -- -- -- U .0 U .UU U Surcharge over Toe = U . 0 U .UU U U .0 U . UU U Axial Load on Wall = -- -- U U .0 U . UU U Load (d Pro3 . Wall = U .0 U .UU U -- '- -- Averaged Stem Wts. _ -- -- -- 15bL.5 l.4L JT1b . 0 Added Lateral Load = U . 0 U .UU U -- r'ooting Weight -- -- -- "15UU .0 4 . UU nV4V .9 Key Weight = -- -- -- U .0 U . UU U Vertical Component of Active Pressure = -- -- -- U.0 U . UU U 'Totals =Lyt$j .�1ti 1 .iSUi . 1U1UL.5 4by,iI . Resisting Irotals Used eor Solt Pressure = 1 U"I UL.5 4b9.3'/ . (Vert . Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . . . . . . . . . . . . .bottom -------------------------------------- 'N' Multiplier '1bU '/5U '/bU /5U ISU Center d' Moditier "I . UU I .UU "I . UU I . UU "I . UU Edge 'd' Moditier = 'I .UU "I .UU 'I .UU 'I . UU 'I . UU Wall Wt . Multiplier = "I . UU "I .UU 'I .UU "I . UU I . UU Type: "1 =LtWt , 2=MedWt , i=NrmWt : 6 z 2 L � ENGINEERING DATE: PROJECT: PG.NO.: CLIENT: /2 Ar PL/ITF r ,d�zi,/z •10 - . 3 /4 , Z,f-,c �/ CCiyTCiL �LTrR�/Jc3/I/G �7 H"Op/2 I G 1,SLAi3 oN G�Aat I - L 2 �Z7NS�fNO U G i � 6,s1iL vfr"�''L r/l`d .f C `�•^• �' 6 /.000�/�Ie�•~,NL 3G /? Fi?A'I yupiyccl(3P/� 'OVA7i vc zy Structural and Civil Engineers 180 Nickerson St., Suite 302,Seattle WA 98109 206.285.4512 FAX 206.285.0618 21V PROVIDE caTW OR TjcN J IM O F C AW- AR� OF 400 IWX14RE FAT OR LE66. AAWA6 TO DE APPROX eGL ARE AND HAVE So ACUTE /WGL.E& JOINT LOCATI" TO HE APPROYM 15Y T14E ARCHITECT. SECOND POmIR >=IR�bT POUR '1GEYED 6EE PLAN FOR 1C�1-D �W. AM RENFOF�CTWCOE I�S GLIB OF JOB j (Tyr) EACH WM i O O 08 O f 1 .. VAPOR DER 1 ACTED��RPRLL CONSTRUCTION JOINT � c0 _ , I CD 15 �v gM PLAN rOR V. '",ouePREMOLOM KAOTIC JOW tON JOMt (MAY (TYP) M &40.CUT AT.CONTRAC OR'6 OPTIONI fx i 00 o QS-O I f Off at-7 WIC �� �E,e S117- at ,jo�rc aRti. WX CONTROL JOINT I f CD 14 GOI�'t'f�L1G'�ld�f EOwmL xwm i vp Kmfi1G .JE.tW APWWV ftR PLAN APAXI CumWAY COLWH I TYP AS ISOLATION jOlt �1.. . 1 1 CD 13 ENGINEERING PROJECT C /I eeF7 c '— DATE:_/��i� CLIENT: PG. NO.:fig/ GULF�,,, Tit"d 3 2 y z 3 2 Y /7 2 /3- (37) 'r-eef y .3/ S.v.lr r2Xl2P�t2 _ EM4Es,� 3)#3 %/-F-S L C , � �G .�_ 'L � G G C C C ,C7)�/ h 1 �PL✓�f S _ 7 N /2"40ZIO F/i22''OOOz'�z FT/.- S �f /I��a�rt� O L. iz�S = 21 �L — a2/ ' /.f0 - 3/S D Sir' �1Ls 3 2 rJU . q, G zs ov ..3U• i 2 /9S - tav20 • ?2 2/ 1 Structural and Civil Engineers 180 Nickerson St., Suite 302,Seattle WA 98109 206.285.4512 FAX 206.285.0618 ' ENGINEERING PROJECT: DATE: !l CLIENT: PG. NO.: Xi Ie2 323� ��c 3S'w�cf- Y� '/y = sco Aj,_ 3S'_G'z _ �3 r �P = �3 • / z 2 0 ry �vS /,-, • 2 3sw TiF I • • ♦ "��C�)r7�L CO�Y7/.VL/G4 f £X/L/Y/� y'L;LYU/✓/J De/K F,9 e�Js jarr/air F�� Tvr*L 3 Ti r3 IF / I �2vEQ X 9, skew - I `� I OP--NINE: /e L 0 GcwT A e,9 T Q S/Oar Structural and Civil Engineers 180 Nickerson St., Suite 302,Seattle WA 98109 206.285.4512 FAX 206.285.0618 ENGINEERING / PROJECT: DATE: CLIENT: G C PG. NO.: AQC %Z / Tom vF uf« FXT 3 Al 3S�• � � / �S� j �s = ,od.33 'la ' 22 (3 ) -7 — Structural and Civil Engineers 180 Nickerson St., Suite 302,Seattle WA 98109 206.285.4512 FAX 206.285.0618 3 � ,Ro rl - 00 C13 � n 4 a SWG94-00685 " OLYMPIC Biz H � RESIDENCE, DECK, AND GARAGE W F FOLLOW NORTH SHORE ROAD 22.7 MILES FROM BELFAIR STOCK MARKET, APPROX 2 Single Family MILES PAST PRIMITIVE ROAD SIGN, JUST PAST DRY CREEK, APPROX 1 MILE PAST RO SIMMONS SIGN ON LEFT SIDE OF DIRT ROAD OUR DRIVEWAY WILL EXIT COUNTY ROAD ter..;. fll/t1 Afl ' THP HI'nn f'.mai %AfATFR Ahlfl -!\ r �3 \ t .. .. ,.- .. ^.. z...\,„r:: '• ,<. - .. '�\�;,:, '� yam: • *y �;.'. _. "-� a. v. a„ ,•.. .,4.E t �d,: . rn � � r or e v o OD Copyright©1997-1999 Tidemark Computer Systems Inc. 12/5/00 All Rights Reserved. `� 12/5/00 Information Summary for Case #: BLD94-01024 ?:46:18 PM Activity Hold Updated Activity Description Date 1 Date 2 Date 3 Disp. Level By Updated BLDA010 Application received 7/12/94 KW 7/12/94 BLDB134 RLC Checklist Review 7/27/94 DONE TMJ 7/27/94 BLDB135 Addressing 7/14/94 DONE GMM 7/14/94 BLDB110 Structural Plan Review KW 7/12/94 BLDB120 WSEC Compliance Review KW 7/12/94 BLDB130 Planning Review 7/12/94 9/1195 PEND AHB 11/5/97 FILE SENT TO LEGAL AS REVIEW IS INACTIVE. BLDB200 Environmental Health Review KW 7/12/94 BLDB210 Water Adequacy KW 7/12/94 BLDA600 File Possession 11/5/97 PEND AHB 7/28/99 ALLAN B. HAS PERMIT FILE AND IS REVIEWING SINCE THIS PROPOSAL HAS SIGNIFICANTLY CHANGED FROM 1994 TO 1997. NEW BLDG PERMIT NOW ON FILE AND CASE FILE RETURNED TO LEGAL. AHB BLDA560 Permit cancelled 1/9/98 TLG 1/9/98 same as BLD96-0058. Allan Borden to give 94 folder and records to Warren for review of 96 permit BLDA900 Telephone call 8/31/99 RECV SKM 8/31/99 SPOKE WITH ENGINEER OF RECORD MATHEW G.AND HE REQUESTED THAT THE RESPONSE TIME PERIOD BE EXTENDED TO 9-3-99 FOR SUBMITTAL OF HIS ENGINEERING DUE TO ADDITIONAL ITEMS THAT HAVE NOT BEEN EXPLORED AS OF YET. I ALSO REQUESTED THAT HE CALL ME WHEN THE ENGINEERING HAS BEEN COMPLETED AND DELIVERED TO MR. CAREY SO WE KNOW THAT IT IS READY. Fees Fee Trans. Create Created Type Description Code Revenue Account No. Date By Amt.Due PRMT Building permit.... 322.10 $493.00 RADN Radon Kit 341.70 $8.00 PLCK Building plan check* 345.83 $320.45 PLM Plumbing Fee 322.10 $54.00 MCH Mechanical Fee 322.10 $39.00 STFE Building State Fee 386.00.05 $4.50 WDST Woodstove Fee 322.10 $25.00 WDST Woodstove Fee 322.10 $25.00 RLC RLC Checklist Fee ? $40.00 Case People Listing Role Type Name/Address Company Name Hold Primary APL BRAD CAREY Y P.O.BOX 1021 ISSAUQUAH WA 98027 CON N ,! Do `� yS f)/,7 Y I A 7 1 1r� Y \V