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Home My WebLink About1003 C St - BuildingELECTRICAL PERMIT OWNER /APPLICANT ROGER SOVDE 1517 W. 16TH STREET Port Angeles, WA 98363 360/457 -1178 T: CONTRACTOR SHAMP ELECTRICAL CONTRACTING INC. P.O. BOX 383 Port Angeles, WA 98362 360/452 -1689 PROJECT INFO Prj Type: MULTI- FAMILY Occ Type: Occ Grp: Electrical Heat Baseboard KW: Furnace KW: Heat Pump KW: X Fan /Wall KW: Occ Load: PROJECT FEES ASSESSMENT Service: Additional Feeders: Circuit Wiring: Temp Service: Misc TOTAL FEE: COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST STH STREET. PORT ANGELES. WA 98362 S: Issued: 9/10/99 PROPERTY LOCATION 1003 C ST S Lot: 9,10 Block: 319 Long Legal: Sub: TPA Parc No: 0630000319400 DESIGNER 000 /000 -0000 Service Type O Riser O X Overhead Service O Underground Service 5 Temp Service PROJECT NOTES NEW 8 -PLEX, 6 PACK WITH 100 AMP FEEDERS, 3 PACK WITH 100 AMP FEEDERS 163 KW CONNECTED LOAD, 5KW HEAT IN EACH UNIT. $118.50 $186.75 $0.00 $0.00 $0.00 $305.25 Permit No: Prj Value: $0.00 Cnstr Type: SERVICE INSTALL Land Use: CN Voltage: Diameter: Service Size: Feeder Size: TOTAL FEE: Amount Paid: Balance Due: 6740 120,240 X -1 -3 600 AMPS 100 AMPS $305.25 $305.25 $0.00 INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO DITCH ROUGH -IN COVES at i SERVICE c Xjrv-- FINAL /03` 7001 1 b CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Pw -1102.b µv61 Sauvde 9 -9 -99 FEEDERS CALCULATIONS C,, S-L i'(e-A' PANEL TYPE 8 TYPE TWO BED UNITS -125 AMP MLO SQUARE FEET UP TO) 650 WATTS PLUGS AND LTS 1950 KITCHEN 1500 KITCHEN 1500 RANGE 8000 WATER HEATER 5000 HEAT 4250 DISH WASHER 1200 GARBAGE DISPOSAL 600 WASHER/DRYER -STACK 5.040 TOTAL 29000 GEN LTS SM APPLIANCE RANGE WATER HEATER DISH WASHER CHAPTER 9 EX. NO. 2(a) FEEDERS KVA 1,950 3,000 8,000 5,000 1,200 GARBAGE DISP. 600 WASHER/DRYER ST 5,000 24,750 3X1500 DISH WASH GAR. DISP. 10,000 40% OF REMAINDE 5,900 65 %OF HEAT 2 783 18,663 DIV BY 240 78 AMPS #2 SER AL FEEDER (100 AMP BREAKER) DIV BY 240 NEUTRAL 1,950 4,500 6,450 3,000 1,208 4,208 70% RANGE 5,600 1,200 600 11,608 48 AMPS COMMONS AREA HOUSE PANEL SQUARE FEET 300 DRYER /WASHERSTACKE HEAT HEAT ROOM LIGHTS 8 PLUGS CORRIDOR LTS POLE LTS EXTERIOR BUILDING LTS(9 RANGE KITCHEN PLUGS DISH WASHER ELEVATOR HEAT— BB OR WALL MISC TOTAL WATTS 10000 100% 0 100% 0 100% 0 100% 900 100% 0 100% 0 100% 900 100% 0 80% O 100% 0 75% O 125% 2000 100% O 100% 13800 DIV BY 240= 10,000 900 900 2,000 13,800 KW 58 AMPS ARTICLE 220 NEUTRAL 40 AMPS Sauvde 9 -9 -99 SERVICE CALCULATIONS TYPICAL 6 PACK ARTICLE 220 -32 49,270 49,270 NEUTRAL 205 AMPS 70 144 1- 4 /OMCM 23,007 23,007 NEUTRAL 96 AMPS 70 67 1 2/OMCM 6 PACK BUSS TO FEED 3 PACK BUSS NETWORK METERS 6 pack with 6 -100 amp breakers. 18663 EACH UNIT X 6 111,978 X .44 ow BY 240 1 -250 MCM AL TYPICAL 3 PACK ARTICLE 220 -32 NETWORK METERS 3 pack with 3 -100 amp breakers. 18663 X 2 13800 X 1 2 UNITS AND 1 HOUSE PANEL 51,126 X .45= DIV BY240= 1 AL SERVICE WIRE (2)500 250 MCM IN MAST (2)4/0 2/0 FROM ELECTRICAL PERMIT OWNER /APPLICANT RODGER SAUVDE 1517 W. 16TH Port Angeles, WA 98363 360/000 -0000 T: CONTRACTOR SHAMP ELECTRICAL CONTRACTING INC. P.O. 130X 383 Port Angeles, WA 98362 360/452 -1689 PROJECT INFO Prj Type: TEMPORARY SVC. Occ Type: Occ Grp: Electrical Heat Baseboard KW: Furnace KW: Heat Pump KW: Fan /Wall KW: PROJECT NOTES TEMP SERVICE FOR 8 -PLEX PROJECT FEES ASSESSMENT Service: Additional Feeders: Circuit Wiring: Temp Service: Misc TOTAL FEE: Occ Load: COMN ENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST STH STREET. PORT ANGELES. WA 9R362 S: Issued: 6/30/99 DESIGNER 000 /000 -0000 Service Type O Riser O Overhead Service O Underground Service O X Temp Service $0.00 $0.00 $0.00 $42.50 $0.00 $42.50 PROPERTY LOCATION 1003 C ST S Lot: 9,10 Block: 319 Long Legal: Sub: TPA Parc No: Prj Value: Cnstr Type: Land Use: CN Voltage: Diameter: Service Size: Feeder Size: TOTAL FEE: Amount Paid: Balance Due: Permit No: 6680 $0.00 120,240 X -1 -3 100 AMPS 0 AMPS $42.50 $42.50 $0.00 ELECTRICAL PERMIT INSPECTION RECORD CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DITCH ROUGH -IN COVER SERVICE DATE 444 ACCEPTED YES NO 7`t FINAL COMMENTS GENERAL COMMENTS: PW D02.IS11961 Reviewed by k Building Department File Copy FP 22 PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: 8 -umt Apartment Complex Address. 1003 South C Street Plan #99 -5 -9885 Com R -1 Date: April 20, 1999 We have checked this plan and find that it conforms to the requirements of our codes and ordinances with the following exceptions. 1 General Project Notes, Sheet A -01 All work shall conform to the 1997 Edition of the stated Life Safety and Construction Codes. 2. Please ensure there are outside address numbers plainly visible from the road as indicated on plan sheet A -01 Ensure individual dwelling unit identification numbers or letters are plainly visible from the road. 3 A security key box (Knox Box) will be required. An application for the Knox Box can be picked up at the Port Angeles Fire Department. Exact location of the Knox Box shall be determined by the Fire Department. Please have the contractor contact the Fire Department prior to installation. 4 Provide 2A -10BC fire extinguishers as mdicated on plan sheet A -03 5 The multi- family residence will require a fire spnnler system meetmg NFPA 13R standards as mdicated on plan sheet A -01 Please submit spnnlder plans pnor to installation for review and approval by the Fire Department. All underground piping dedicated to the building's fire sprinkler system shall be installed by a Washington state licensed Level -U fire spnnkler contractor, Level II fire spnnkler contractor or Level -III fire sprinkler contractor 6 A fire alarm system will be required consisting of manual pull stations, notification devices in each unit, heat detection m the attic, and fire sprinkler flow and tamper detection as indicated on plan sheet A -01 Please submit fire alarm plans prior to installation for review and approval by the Fire Department. NOTE Prier- the Occupancy Permit being issued, compliance to the above conditions will be met. Date y/a ®14'9 Page 1 of 1 Port Angeles, WA 98362 L IND B ERG 319 South Peabody. Suite B TRANSMITTAL Phone: (360) 452 -6116 ARCHITECTS fax: (360) 452 -7064 NOTE To: LU Date: f j¢ -57 ir7f e ritA, RE: e ApAgrAfAls,4 Af.gqi L h i:),=7 1 Pro). No. We are sending you _Prints Schematics Other• attached under separate cover via the following Items: fepad Plans SpeG�ol� drawings Copy of letter Shop. I. =pies care no. 2 F 'Z -&p-7,-,,ci L iL- e 1.,, C 4 44. "CL These are Comments: being transmitted As requested /comment as indicated be low: For your use Returned after loan to us Eor approval For review For Bids Due: Return correctedprint(s) Other Copies to: F If enclosures are not as noted. please notify us at once. Frorr E2 By troas rM O FTG DETAIL e EAST WALL SCALE 1" 1' -0" FDDETO64.DUJCa (X)3.C.PC2 INTERDEPARTMENT MEMORANDUM TO da ilders, Building Permit Coordinator FROM. wy 1id Sawyer, Senior Planner �S DATE. November 24, 1997 RE 1003 S C Street The following Zoning Code requirements have been reviewed by the Planning Department and approved as noted for permit issuance Zoning ok Use ok SEPA ok ESA NA Development Standards Setbacks (front) ok (rear) ok (side) ok Lot Coverage ok Height Parking 16 spaces required design to be approved by Public Works Signs none submitted Storage areas ok Landscaping ok Lighting pattern ok Special Conditions none If any of the above items are marked as not approved no permits are to be issued until that item has been approved by the Planning Department. Planning Department Brad Collins. ext. 4751, David Sawyer. ext. 4752, Sue Roberds. ext. 4750 DRAINAGE APARTMENT COMPLEX W ST 10TH AND C /STREETS —7 PORT ANGELES WASn Prepared For Lindberg Architects and The City of Port Angeles Prepared By Northwestern Territories Inc Engineers Robert A Leach P E November 1997 \J1_ L' 7 Ack I. INTRODUCTION Northwestern Territories Inc (NTI) was hired by Lindberg Architects to develop a drainage plan for the proposed apartment complex on the SE corner of 10th and C Streets As a part of this analysis a preliminary site layout was evaluated and revisions were recommended to improve access to the regional storm drainage facilities II. DESCRIPTION OF SITE This site is cleared of an old existing home and is now bare The site slopes to the east at a varying amount ranging from 2% to 6% is level along its westerly property line and to the north at 2% at its easterly property line The only storm drain facilities existing are on the westerly side of 10th Street and are approximately 6' deep The shallow depth of the available storm drain and the need for on -site detention dictated that the parking lots be located as high as possible on the site and that the detention facilities be as shallow in design III. METHODOLOGY CALCULATIONS This site was evaluated as an undeveloped /grassed site even though it had been a residence in the past with typical residential impervious surfaces The Rational Method was used as to approximate the increase in storm drainage runoff resulting from the construction of the apartment complex The Rational Method calculates the runoff (Q) by using a variety of runoff coefficients (C) that capture the slope and developed nature of the site in conjunction with the site's acreage (A) and rainfall intensity (I) in inches per hour with the equation Q CIA This site was approximated with an existing runoff coefficient of C 0 223 as an average of lawn with heavy soil undeveloped and grass shoulder at 2 -10% slope Because of the redevelopment and grading of the site the post development C 0 22 for lawn with heavy soil or 0 90 for paved /roof areas The site acreage A 0 32 acres total with a projected impervious surface of 0 23 Acres The study rainfall (30 minute storm of 25 year recurrence) uses I 0 87 inches per hour The actual calculations and support data are included in the Appendix for reference A summary of these calculations follows Pre development C 0 223 A 0 32 I 0 87 Q CIA 0 062 CFS Post development Cl 0 22 C2 0 90 Al 0 09 A2 0 23 I 0 87 Q CIA 0 197 CFS Change in runoff oQ 0 197 0 062 0 135 CFS Detention required for 30 minute (1800 second) storm D (1800)(0 135) 243 cubic feet Control release Orifice diameter 1 25" with 40" of head 0 062 CFS 1 IV. CONCLUSIONS On site detention of 243 cubic feet can be obtained in the drainage collection system and control release structure A control release orifice with a 1 -1/8" hole in the bottom will allow 0 062 CFS of water to exit while backing the rest up into the pipes until reaching overflow at 40" of depth or the end of the storm event Typically these units are located in a short 48" diameter manhole unit which has storage capacity of its own (12 56 CF per VF) The proposed structure provides 41 CF and requires that the collection system provide the remaining 201 CF The use of 110' of 18" pipe (194 7 CF) along with the remaining 8" collection system and catchbasin capacity provides more than enough volume V. LIMITATIONS This report has been prepared for the exclusive use of Lindberg Architect for use at the 10th and C Street Apartment Complex site in Port Angeles The recommendations in the report apply only to the property that was examined and they are not applicable to other areas The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of our site inspections During construction if subsurface conditions are discovered that are significantly different from those described in the report NTI should be advised at once so that we can review the conditions and reconsider our recommendations where necessary Unanticipated soil conditions are commonly encountered on construction sites especially when the topography has been altered years ago Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions Within the limitations of scope schedule and budget our services have been executed in accordance with generally accepted professional engineering principles and practice This warranty is in lieu of all others either expressed or implied NORTHWESTERN TERRITORIES INC Robert A Leach P E Senior Engineer 2 I EXPIRES Z- 30'- `JcS' APPENDIX X 222.3- 1 f 1f I ar r r r1\ t Z r 1 i �rti 1 1 r L 4 I i 1 f l Y J f 1 f r/ V 1 j r r' fi n yi y J �.J k r L 1� i ri r x j Y r at o I. t i f 1` l is r i l f 1! j j r a t t j I 'IN 1 4t N. 1 T r L r ft i a J r J `r 5 i i J 1 r yJ r l I f r r IF. r 1 ‘444.- f. i t' I .4 f i ce r I 1 t i r 1 t r r '4 r I r a f r' ry -4 r 'r'.' f r •t,, (J i 1 f y., l r- 1 r r J 1 r I A f —r r rst :J tr 1 I 4 x ....I,, r f 1 i f j -I 'r r ark r r 1 1 rfr i I 1 1 '71+ J Y ti r f I f 1- 4' A 1- t t f yt. J J f .c a r ,'J' ls' `t 3? •r r r t r' r''.••••• ^i r j I f 1..f r fr r r if s. I f r f 1 -1 II 1' T `I ei !r Srss r yet, •:3 t/ .i .'r r r 1 4 41' I i f rr 1 ti i I L t` i y f! r. 2 1 "k J J ti -ti r V f 1 4/ f$' ,444 r" J y 2 THE COMPLETE LINE/ 163665 c) 1 35 2212 eu/ PA //t/6 B11/LO //VG 160.71 r PROPERTY Z../NE 0 i N Att 220.38 Ira BU /40/N6 pPl 219T\ 217.24FL 74 220 54 220.00 44' 60 e2% tg( C /TY RIGHT -OP 1..../AY7 22QS4� 1 i I 2% a 220.24 L 220.5\ 220.5 —1 54'- 8 &I FL• 215 72 /'EX /877/4 6" STORMORA/N �B C L WATER o CO CO ti tn -MA C. A �l B�EEY G 06 h +/o /VOTE PARK /MG LOT ELEI/AT /ONS ARE FLOW L /■VE, WA/ERE CuRe. EX /ST, ADO 0 5' SEE CONTROL RELEASE STRUCTURE DETA /L OF 48 O /AM ER MANHOLE O 20 SCALE IN FEET W CC S cc W W ILI 1) 2 s Co Q m C] m z z 3 w CI I [D I l i I I i Wilk 00_ I 1 __1 i t I Mri 1 1 of E ■�■■■■ur 1 I i ■■■■Rni■■0■ 11 1 i 1 a ■•■m®■o■■■ ■■I,A ••111• ■■\I�� u P'■r, 1 II Ili I 1 ■�Ll■[ 1 ■B■ III r IMMENSE 1 m� •1••=11••11111 ON 1 le i. wt:!■111/01a4 1 Q ..111111 R•••• INIMENIMI El o 9Z••�•• I r 7ibi:07Z ET•i r i 11111•••••111•11 I 1 I I MINN "we r •11101•••••♦ I I We 1 4 1 ■M� i i __l/_l_�a�IIWN•ii1H A a ALVION 1 11� MEM NMI 1 1 r I I fOMMITIPIr Y/i1 raWAVInfia 1 63131161t1M 74911111 MIN /A■.`fifflril■ i L it FS Ai 1 i i 1 i 1 1 0 I r ix Gi..+■mnly :s rr L�•! 1. M ■ZIfia i i D T R DATE NORTHWESTERN TERRITORIES, INC W Engineers Land Surveyors Planners C onstruction Coordination Materials Testing NT' 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98362 -(360) 452-8491 DESIGNED BY PROJECT FOR SHT OF E COMPLETE LINE z 0 0 U •i! ■■■mu .MR= fit s A01 N aiiiihrAPINOI Ui 1 IRIEUrliirIlEiMI moll Ci IMINNIL�J� ;7iC L imommomo moomoom oommoom i� jtl OPAW I'1a7 /I31 MEM —manor* lsM_ t1RMILO i e 1► i ■o1111 .W7MINE II�uo IMMO e ms 1110 MEN o• 111 -III a= v��soo■o _1111,111110•••• ■N d� I 11111WIM Ci_1 •71 ono: S T PROJECT FOR xoST '.17'1 DESIGNED BY DATE 10[2-1 t GNIk le En IEEE 11115111111111111111 !kW Cal iItiENI F:1111, ■o■mu••o31■111•• ■o■■tOOO■ ■CN r1 MEINIMANIOALMI a..=■RVer 1 ■oo miIPi:J orill•Iyi._I=.1■■■ I I I SHT OF NTI NORTHWESTERN TERRITORIES, INC Engineers Land Surveyors Planners Construction Coordination Materials Testing 717 SOUTH PEABODY PORT ANGELES, WASHINGTON 98362 -(360) 452 -8491 Knowing D and Q looking. for H in feet Sharp Edge Orifice with C= 61 D 0 09 Feet d 1 125 Inches ENTER DATA Q 0 062 CFS ENTER DATA H (0 0676)(Q 2)/(D 4) Feet H 3 364 Feet or Knowing H and Q looking for D in feet H 3 34 Feet h 40 08 Inches Q 0 062 CFS D 510 *Q 5) /(H' 25) D 0 094 Feet or d 1 127 Inches Knowing D and H looking for Q in CFS D 0 094 Feet d 1 125 Inches H 3 333 Feet h 40 Inches Q (H *D'4/ 0676) 5 Q 0 062 CFS h 40 37 Inches ENTER DATA Q 0 062 ENTER DATA ENTER DATA ENTER DATA 1 1111111111111111 111111111111111! I "RIM I 11111111111111111111111111111111111111111111111 1111 1 i l II 111 111111111 .1 .1 NUMBILS511.1.::111 III .4..........1......i. FPI mom I Fippounquirwp Sh 1 H H ��!!lR11 ��e99 i I li II 1 1 o: e�i�O�e�¢ II1 1119 g111111111111111 1 e ]J 1 Illiiiii111111111111iiiiiiiii .1 F. '"IIII■011illi 1111 111111111111 9 I -1401111114Nram„„11111::::::::::::::moream al J I I Milimiumus .1 Ali milli' III 11111 all MI i il.. III .111:::. ..1 1.1 EMOMMEM MM. 11161.11EATIAINJ li 1 11111111111111111111111111111 1111111111111111111111111111111111111111 iiiiikli1441111 MilligAlliiiiii lib 11111:111. .1e.. cumehi 00 10F020 1 5.8 340.89 LW. `VD CONC 1 8 11F071 229.4 3.6 11 F070 '11F071 229 40 3.5 121 15 0.00 CONC 8' 11F077 230.6! 4.9;11F076 11 F083 254.30 6.5 372.66 -0.03CONC 611F037 11F170 2411 5.6111F084 11 F087 11 F092 241 00 215.60 5.7 3.2 162.70 350.23 -0.07 CONC 8 11F058 11F095 230.Ti 6.4 11F089 210.5.. 5.7M593 -0.02 CONC 8 11 F095 210.501 5.8 568.98 -0.37 CONC 8 11F032 8110019 0 5.2 t 1F098 11 F101 135.601 215.901 4.2' 175.65 -0.01 CONC 6 11F065 133.7 3.9 11F102 111F109 348.53 5.71 328.31 -0.021CONC 811F016 211 7111F110 !11F114 143.101 5.7 358.23 -0.02 CONC 8 11F038 135.5 8.7 11 F115 1 F117 187.701 1.9 305.15• CONC 611F120 4.51110042 14:11F119 !I 1 F122 'tIF136 151.501 1.9 159.99' CONC 6 11 F171 01110047 1 0.11F24 1 148.50: 0 13103 1C0NC 1811F130 8.11F114 i 143.1 3.211F125 t 1 F 137 1 0; 0 140.81 229.07' 588.23 CONC 18 CONC 1811F130 11F130 18110061 1 3.2 11F126 3.3 11F128 11F138 14cVIn 110061 Li LW. `VD I :11F164 011F152 I1F165 01 12743 1 11F166 011F156 11 F 167 0.00 3.71 229.68 11 F043 114.3 11F170 116005 222.70 4.4: 337 17' 0.00 CONC 8 116002 224.1 5.31110004 110010 221.001 5.5' 389.16 0.00 CONC 8.110005 222.7 6.81110009 110017 11H105 158.901 5.6 570.36 0.00 CONC 10 110023 159.2 8110019 170.301 5 369.99 -0.03'CONC 8 116023 159.2 5.5 116020 110023 159.201 8.1 348.53 -0.45 CONC 8120015 0 5.3110026 110029 1 131.701 3.6 331.94 CONC 8116033 4.4-110032 1110040 1 187.701 3.2 571.24 -0.07 CONC 8110045 151.51 4.51110042 110045 1 151.501 4.6 233.18 CONC 8110151 1 01110047 110055 1 148.50: 4.8 373.82 -0.02CONC 8.11F114 143.1 5.71116057 !100068 1 0 588.23 CONC 18110061 1971 72116058 110061 1 197.00 7.5 343.351 -0.02 CONC 21 110067 189.9 8110063 110067 1 189.90 8.1 566.58 -0.02 CONC 21 110072 176.6 8110068 110072 J 176.60 8.1 151.34 CONC 24110075 0110074 US NOD ID 11F132 11F134 11F139 11F141 11F143 RIM EL INV IN 0.8 LENGTH 7 41 108.32 1.91 236.77 0 27.28 130.50 5 1845.10 SLOPE MATRL CONC PVC PVC PVC .PVC SIZE 18 11F132 30 11F162 6 11F162 6 11F14T 6I11F143 6111F154 1 P ID 4 4 11F131 0 11F133 0111F135 0.7;11F140 1.3'11F142 211F144 5 Pipe` t c c c 7 c 1 I GULL 1 J RUNOFF FAt, f01ZS FOR STORM SEV(EUS FLAT Pavement and Roofs 0 9 Earth Shoulders 0 50 Drives and Walks 0 75 Gravel Pavement 0 50 City Business Areas 0 80 Apartment Dwelling Areas 0 50 Suburban Normal Residential 0 q5 Dense Residential Sections 0 60 Lawns, Sandy Soil 0 10 Lawns, Heavy Soil 0 17 Grass Shoulders 0 25 Side Slopes Earth 0 60 Side Slopes Turf 0 30 Median Areas Turf 0 25 Cultivated Land Clay and Loam 0 50 Cultiva'ed Lane 5 nd and Gravel 0 25 Industrial Arcas Ltaht 0 50 Industrial Areas Heavy 0 GO Parks and Ccrettries 0 10 Playgrounds 0 20 ✓Woodland and forests 0 10 vf(eadows and Pasture Land 0 25— Unmproved Areas 0 10 r \f f I:(LL I I1C 2T lU. O 90 O 50 O 80 O 55 O 85 O 60 0_50 0_G5 e 0_15 0.22 0.25 O GO O 30 0.30 O 55 O 30 O 70 O DO O 15 O 25 O (5 0.30 O 2.0 HILLY OYER 105; O 90 O 50 0.85 0.60 O 85 O 70 O 55 0.70 O 20 0 35 O 25 O GO O 30 O 30 O Gn O O (:(i O 90 O 25 O 30 O 20 O 35 O 30 TYPE OF WORK. Residential New Constr Reroof x( Multi- family Addition Move Commercial Remodel Demolition Repair Sign BRIEF DESCRIPTION OF THE PROJECT 1" v)A i n X% i111)A17 il{M BUILDING PERMIT PREAPPLICATION The Building Permit Preapplcallon mutt be flled out completely Please type or print In Wk. U you have any question, please call 417 -4815 Applicant and/or 6)1t L, t INAP f3t,r A1.G 1T6rcT s Owner a12.1512i 4 W P2`r 14 tz c� Address City ArclutectlEngineer L-10' AEG+' 1T$ Contractor L.1 N&' C..0057- nut G ?loKticense Exp Address 1 41 2 60 281 6 1 4 DR N v' City. Gl6 1 411 t 21 0 g. Zi ei83Zl Woodstove Garage Deck d' e spuii.tilillih In delermini• whin prowl's Uri'• ll'gtlired (inr/ Ph ohtufrt such." 1pJil►.aini Phone Phone Phone. FOR OFFICIAL USE ONLY Dale Rea— Permit Pre•Ap Complete? Date Approved: 452 -c 1 (0 PROJECT ADDRESS /003 Sp e .52 ZONING G LEGAL DESCRIPTION. Lot. 4 (o Block: '3) l Subdivision:TOWNs Ohs 1 A/t)6(3L$s SI7F.NALUATION. s 4 ta0/,5 SF 623 S 32 °i 3 3 75 SF 1 Z —7SF SF /SF TOTAL VALUATION COMMERCIAL/RESIDENTIAL. Occupancy Group: 1 /f3 Load: 2(; Construction Type: V x/ No. of Stones: 2- Lot Size: j4DO O SU5' Lot Coverage: P5 Existing Lot Coverage. tR /sq. ft. Proposed Lot Coverage-3/2i) /sq. ft. TOTAL LOT COVERAGE. 3 2 0 /sq.ft PLANNING USE ONLY APPROVALS: PLAN Permits Required. _Notes: BLDG Max. Height. Setbacks: Zoning: –7— DPW Site Plan and Use Approved by' Date: I FIRE A/ ESWetland(s): Yes No SEPA Checklist required? Yes No Other OTHER PREAPPLICATION SUBMITTAL. Your app!taa Lion and site plan must befitted out completely to be accepted for review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. BUILDING PERMIT APPLICATION SUBMITTAL. Your completed application, site plan (for additions) and building construction Plans arc to be submitted to the Building Division. Any addition larger than 500 sq. ft. will need a Preappllcation Review VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Div to comply with currant foe schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. Your plan chock fee is duc at the time the building permit application and construction plans are submitted. All othcr permit permit fees arc duc at the time of issuance. EXPIRATION OF PLAN REVIEW if no permit is issued within 180 days of the date of application, this application will expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days on widen request by the applicant (sec Section 304(d) of the Urufonn Building Code, current edition). No application can be extended more than once. 1 hesrby certljy Nu►t I liar. trad and examined this application and know du tame to be True and correct, and I an: authorized to apply for t his permit 1 understand it is not the City's legal nrsponsibility to determine what permits are required. it remains the applicant's 1)01 1 4. 1 102 u3p 2P/4) co S te/ ��Z "e41 WATTSUN 5 4A FILE C \NEWFILE Homeowner V Analyst Lindberg Architects Port Angeles, WA 98362 OTI Jurisdiction Utility Site 1003 So C Street Builder Tru Line Construction 14812 Goodrich Dr N W (253)857 -5304 COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component On Grade Slab Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component 1991 WA STATE ENERGY CODE COMPLIANCE REPORT Description Co■ 0.e>< REFERENCE 1060 House Type Multi- family Floor Area 6095 ft2 Weather Data Whidbey Island, WA Climate Zone 1 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code PROPOSED 1060 Btu /hr -F kWh /ft2 -yr Reference Value X F -0 540 U -0 400 U -0 200 U -0 058 U -0 031 ACH -0 350 Reference UA 1060 Value Items in parentheses not included in COMPONENT PERFORMANCE totals Denotes non standard values check calculation of thermal value Page 1 10/17/97 HOUSE ID Apartment Area UA 446ft 240 8 914 3 365 7 160 0 32 0 5646 327 5 3048 94 5 48760ft3( 312 3) X Area UA WATTSUN 5 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 10/17/97 FILE C \NEWFILE On Grade Slab R10 2' horizontal Glazing @i1% *2GL Milgard 1 /2 "w/ Argon slider Doors Metal 1 -3/4" urethane flush AG Wall R19 STD T1 -11 Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing HEATING /COOLING /VENTILATING SYSTEMS Heating System Type System Efficiency Modified Efficiency Design ACH 0 60 Design Load(at 46F dt) 73408 Btu /hr Average Annual Heat Annual Cost Cooling System SEER Cooling Load(at -7F dt) System Size( %Over) Annual Cool Requirement Solar Access PROPOSED Electric Zoned 100 100 Total Load 73408 Btu /hr System Size 32 5 kW (150 kWh Ventilation System Integrated Spot Whole House NONE 0 0 (Unducted) Btu /hr tons @125 kWh /yr Unshaded w /solar access Page 2 F -0 700 U -0 370 U -0 140 U -0 065 U -0 031 ACH -0 350 Proposed UA HOUSE ID Apartment 446ft 312 2 672 0 248 6 160 0 22 4 5888 382 7 3048 94 5 48760ft3 (312 3) 1060 WATTSUN 5 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 10/17/97 FILE C \NEWFILE HOUSE ID Apartment GLAZING ORIENTATION PROPOSED PROPOSED South 80 Oft2 North 88 Oft2 Southeast Northwest East 240 0 West 264 0 Northeast Southwest Economic and energy consumption estimates are designed for comparative purposes only Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors Page 3