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10755 SW NAEVE STREET IS 3A3VN MS SSLO1 � H c a d a3 0 10755 SW NAEVE ST 7" ,Q Tuesday, Marc` 1 S, 2003 y CITY OF TIGARD Rod Zawalski FILE COP OREGON 10755 SW Naeve S'. Tigard, OR 9/223 RE Pad Footing Supports, 10755 SW Naeve St. Dear Rod: This confirms that the City of Tigard finds that the pad footing supports under your house were constructed in a manner consistent with and acceptable under the 1993 Oregon One and Two Famill, swelling Code and that they show no signs of sloughing or stress. We accept the footi..- ;saving been code-compliant at the time of construction and reaffirm the Certificate of Occ, ncy that we issued on 7/10/96. The house was constructed between 12/19/95, when we issued the construction permit, and 7/16196, when we issued a final inspection approval and Certificate of Occupancy. The building code applicable to that construction was the 1993 C►c.o-tii one and Two Family Dwelling Specialty Code. Section R-303 of that Code addresses footings and says simply that "All ... columns and piers shall be supported on continuous solid masonry or concrete footings, ... or other approved structural systems which shall be of sufficient design to support safely the loads imposed as determined from the character of the soil ..." The concrete pad footings that support the posts under your main floor meet this requirement and that Code does not address the proximity of the footing to an adjacent slope. Jim Imbrie, the geotechnical engineer who recently examined the footings and their soil supports, observed in his 3/13103 letter that "The soil cut exposes stiff silt that shows little signs of sloughing or erosia.-i since the tune of original construction and no signs of damage or foundation distress were observed." That corresponds with my own observations during my inspection of the site on 2/21/03. ILAccordingly, we find no reason to doubt that the existing construction is sufficient "to support N safely the loads imposed" and the City finds the posts and footings to be in compliance with the requiremen of the relevant 1993 Oregon One and Two Family Dwelling Specialty Code. J � m Please le a Know if have any questions. C7 W r e I s Housing Inspector, Building Codes Enforcement Officer cc: Property File; Randy Sebastian, Renaissance Development. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 — - CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-417F Business Line: 639-4171 SUP Date Requested Le"- AM ____PM BLD Location nct �"" Suite _ EIEC Contact Person Ph PLM 9(0 — Contractor (D "Contractor Ph SWR BUILDING Tenant/Owner _ ELC Retaining Wall ELR Footing FPS Foundation NOT REQUESTED -------- F:g Drain FOUND DURING RESEARCH RGN Slab Crawl Drain i NO INSPECTION(S) FOUND IN FILE SIT Post&Beam Ext Sheath/Shear Int ^heath/Shear Framing — Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: -- ----. _---- Final PASS PART FAIL -- -- --- - Ll,'bl Post&Beam — Under Slab Top Out --- ---.-_ / _ Water Service Sanitary Sewer R ' Drains i t PART FAIL CHANICAL Post& Beam — — — --- Roucth In Gas Line --- -- - - — Smoke Dampers Final - -- - ---- ---- — PASS PART FAIL. ELECTRICAL ---— -- — — d Service H Rough In N UG/Slab Low Voltage --- -�- �'- - --- Fire Alarm Final Lo PASS PART FAIL uJ SITE -� Backfill/Grading ---`-- --"— --_---- -- �" - - Sanitary Sewer Storm Drain [ )Reinspection fee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call for reinspection RE:_ _ [ ]Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date L Inspector '` Ext Other - - - Final PASS PART FAIL DOT REMOVE this inspection record from vhe job site. PLUMBING PERMIT . CITY OF TIGARD DATEIISSUED: . 09/27/96&-0283 COMMUNITY DEVELOPMENT DEPARTMENT 13126 8W Mam Blvd.Tigard,Orspon 97223•11199 (603)639-4171 PARCEL: 2S 1 10DA-03 7 00 CITI= ADDRESS. . . : 10755 SW NAEVE ST SUBDIVISION. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5 I:LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :028 CLASS Of WOPK. . :NEW-- GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE Of USE. . . . :SF WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :R3 FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0 FIXTURES----------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 LINKS. . . . . . . . . . . 0 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0 LAVATORIES. . . . . : 0 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . . : 0 SEWER LINE (ft ) . . . : 0 WATER rt_i_''SETS. . : 0 WATER LINE (ft ) . . . : 0 DIP,V!WASHIy RS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks : )Installing a residential backflow pi,evention device. Owner: --__ ____--- ---- ------- -------------------------- FEES ---------- --- .. RENAISSANCE CUSTOM HOMO-2 type amol.tnt by date recpt 1.67; WILLAMETTE FALLS DR PPMT $ 15. 00 CJS 09/27/96 96-284457 5PCT $ e. 75 CJS 09/27/96 96--28445.7 WEST I—INN OR 97068 F1Ftone #: 557-8000 Contractor: -----------------__----------- MOODY ENTERPRISE INC PO BPX ;I ESTACADA OR 97023 Phone #: $ 15. 75 TOTAL Reg #. . : 5973 ----- • REQUIRED INSPECTIONS ----- -- This permit is issued subject to the regulations contained in the RP/Bac4(f 1 ow Prev Tigard Municipal Code, State of Dre. Specialty Codes and all other Final. Inspection applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within IS@ days of issuaice, or if work is suspended for more M— than 1A8 days. 4' I c_,-m i t t e e I=ii n r�t�.t r,e : 9 �� ._._`_ — ------ ---- -,t tted By Call for inspection 639-4175 _m C) City of Tigard PLUMBING PERMIT APPLICATIQN l ianck/Rec. #1042m- 13125 v53 Permit #SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT FLEE + ST. SURCHARGE New 8lnale FamlReside r►cas Only O 1 BATH ROUSE$14o 00 O 2 BATH HOUSE$195.00 . J ,� ���f, �.Q v� n 3 BATH HOUSE$225.00 Job Address n. Fee includes all plumbs g fixtures in the dwelling and the tint 100 feet r. See ".° �l of water service, sanitary sewer and storm sewefess below. v FIXTURES QTY PREICE AMT_ rrn. n.e.N srrwl '' Sink 9.00 �� e P �0 9.00 .r✓Qi S < �P �' P%— lAvatory __ wMm"dm..• &-� 9.00 72 S' �� Q f O Tub or Tub/Shower Comb. Owner 1_ "Y ( n, Soo hower Only & /a•�• 7/ 0,11 ) 7 C� 9.00 Vt��f'S'J ;/✓i(/ V� 9 r A 7' Water Closet _ Dishwasher 9.00 wm.la n.m..1 eu""'•) A.00 Garbage Disposal oh. Washing Machine 9.00 Gccupant ma".v,.... -- 9 on Floor Drain -- nr Water Hester 91 Lau;,dry Room Tray 9.00 Urinal 9.00 mom 9.00 d(7 Othe Frixtures (Specify) 9.00 an rds... 9.00 Contractor 9.00 TA- ccfj O (7 Sewer 1 st 100' 30 00 Tw Sewer-ea. Addit. too' 28.00 !IM•�Wo^W. CM!u•. M.. Water Service 1st 100' 30.00 I hereby acknowledge that I have road this application, that the Water Service ea. AddH. 200' 28.00 information given is correct, that I am the owner or authorized agent of Storm A Rain Drain 1st +00' �� the owner, that plans submitted aro in compliance with State laws, that Storm d Rain Drain AddR. 100' 26.00 1 am registered with the Construction Contractor's Board, that the 25 00 number given is correct. (If exempt from State registration, please Mobile Home Space giv .00 e reason below.) Beck Flow ventio Pren Device or Anti-P0110011Devkx 9 o«. Any Trap or Waste Not �^•""•��"'"'"' / Connected to a Flecture 9.00 s i~Nle !/� Catch Basin 9.00 addition O aReretion 0 repair Q Describe work new Ins of Exist. Plumbing 40.001hr — to be done residential (� non-reskiential Q p 40 001hr Specialty Requested Inspections IL Existing use of Rain Droin, single family dwelling 4' 30.00 building or Property Residential backtlo�verrP prevention 18.00 F devloes U) Proposed use ^' ,J building or property _ _ — '(Except nsNdanclal backflow m - prevwftn dMces) W NOTICE 'Minimum Fee$25.00 SUBTOTAL J PERMITS SECOME VOID IF WORK OR CONSTRUCTION 5%SURCHARGE AUTHORIZED ISNOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR NDONED FOR PER OD OFF 1180 DU DAYS TM ANY SUSPENDEDRK IS A E FTERWORK S PLAN REVIt-1N 25%OF SUBTOTAL COMMENCED. TOTAL Special Conditions Date Issued `, ' �� 1-y — by "— CITY QF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)8.391171 CERTIFICATE OF OCCUPANCY PEkMIT 0. . . . . . . i MST95-0429 DATE ISSUEDs 07/10/96 PARCE:Ls 2F110DA-03700 .ITE ADDRESS. . . D 10755 SW NAE:VE ST SUBDIVISION. . . . s RENAISSANCE SUMMIT 7.ON I NG s R-3. 5 BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . *028 - CLASS OF. WORK. %NEW --- -.- ___ _ f YPE. OF USF. . . s SF YPE: OF CONSTRs5N OCCUPANCY GRP. 03 OCCUPANCY LOAD s 2 Remarkst PATH I Owners --------.-_-___________________.__-,_--- RENAISSANCE CUSTOM HOMES 1672 WILLAMETTE FALLS DR WEST LINN OR 97068 Phone #% 557-8000 C int ract or s RENAISSANCE CUSTOM HOMES INC 1672 SW WILLAMETTE FAI_1_9 DR WEST LINN OR 97068 Phone #s RFD. #. . 0 97599 This Certificate grants; occupancy of they above referenced bui idiny or pc-,rt i or, thereof and r_ onfirms that the 'building has been inspected for compliance with the State of Oregon Specialty Codes for the group, occupaticy, and use unde*- (L which the reference-d. eilmit was issued. f Y zz PU11_DI1�0 INS'.�rrf; R BUILDING OFFICIAL _m 0 J POST IN CONSPICUOUS PLACE CITY OF TIGARD PERMITN#. PERMIT. MST95--0429 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 12/19/95 13196 SW HaN Blvd.Tigard,Oregon 07223+1199 (603)030-4171 PARCEL: 2S110DA-03700 ..,TTE ADDRESS. . . : 107 55 SW NAEVE ST ` GSD I V 15 I ON. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5 BL-OCK. . . . . . . . . . : LCT. . . . . . . . . . . . . :028 -------------- _LASS OF WORK. . :MST95-0185 GARBAGE DISPOSALc _ _ 1 7-YPE OF USE. . . . :NEW WASHING MACH. . . . . . . : 1 BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :SF FLOOR DRAINS. . . . . . a 0 TRAPS. . . . . . . . . . . . . . a 0 STORIES. . . . . . . . :2 WATER HEATERS. . . . . . a 1 CATCH BASINS. . . . . . . a 0 FIXTURES-------------- LAUNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . : 1 SINKS. . . . . . . . . . . 1 GREASE TRAPS. . . . . . . 10 LAVATORIES. . . . . : 5 OTHER FIXTURES. . . . . : 0 "TUN/SHOWERS. . . . : 3 SEWER LINE (ft ) . . : 0 WATER CLOSETS. . : 3 WATER LINL-. (ft ) . , a 100 DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . : 0 Remarks: PATH I OWNER: ---------------------•--------- --------- - ---____FEES--------------- RENAISSANCE CUSTOM HOMES TIF $ 1590. 00 B 12/19/95 95-274090 1672 WILLAMETTE FALLS DR SWM $ 180. 00 B 12/19/95 95-274090 SWM $ 100. 00 B 12/19/93 95-274090 WEST LINN OR 97068 SPIRT $ 653. 00 B 12/19/95 95-274090 Phone 1k: 557-8000 BPL.(7, a 50. 00 JD 11/29/95 95--273312' B5PC $ 32. 65 B 12/19/95 95-274090 Plumbing Contr,actor-:-------------- PARK $ 500. 00 B 12/19/9; 95--27411991 MPRT $ 45. 00 B 12/19/95 95-274090 Name : S. k�nVi''_.._�L ..._._ -_..--------.._ __ MT'LC $ 11. 25 B 12/19/95 95-274 -90 Address:_ 9 Z1.. _ ----IiOS.5rdI1�._ M5PC $ 2. 25 B 12/19/95 95-2740991 City : Pia5tatea QL_t'` 3STH $ 225. 00 B 12/19/95 95-274090 Zip:. _--YhoneM: 71.E _.� P5PC $ 11 . r5 S 12/19/95 95-274090 Req #: � �.`� _ ..__. Additional fees not shown here. . . . . . . . . ----- REQUIRED INSPECTIONS 'This permit is i.ssi_1ed subiect to the reg- ulations contained in the Tigard Municipal Footing Insp Fireplace Insp Code, State of Ore. Specialty Codes and all Foundation Insp Gas Line Insp other applicable laws. All work will be done Post/Beam Struct InsulAtion Insp in accordance with approved plans. This Post/Beam Meehan Gyp Board Insp hermit will expire if work is not started Crawl Drain Rain drain Insp within 180 days of issuance. or i. f work is PL_M/Underfloor Wzter Line Insp 0- susvended for more than 180 days. Mechanical Insp Water Service In Plumb Top Out Appr/Sdwlk Insp rn Electrical Servi Electrical Final r Electrical Rol.1gh Mechanical Final Framing Insp Plumb Final mY C��a,.�!7 ____, ___!_. _ Low Voltage Building Final t? Author-i ed Plum'Jinp Contractor Signature W Call for inspection - 639-4175 Contractor Note- MAB+FR PERMIT PERMIT #. . . . . . . a, MST95- 04 9 CITY OF TIGARD DATE ISSOED: 12/19/95 COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S 1. 10DA-03700 S 1 �� hl*w;!!�'!°:Tgvro.p�►�►°'� �?4�J"18P�1 )a 14171 SURD I V T x:310N. . . . : REINA I SEANCE SUMMIT ZONING: R--3. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . ., . . .0 -18 Remarks: PATH I -------------------•----------•---------------------------------- BUILDING ----------------------------------------—----___------------- REISM.:MST95-0185 STORIES.......: 2 FLOOR AREAS----------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REDUIRFD -------____. CLASS OF 1JORK.:NEW HEIGHT........: 23 FIRST....: 1592 sf GARAGE....,: 685 sf LEFT..........: 5 SMOKE DETECTRS: Y TYPL ..:SF FLOOR LOAD....: 48 SFCOND...: 1152 sf FRONT.........: 20 PARKING SPACES: 1 TYPE -"ST..SN DWELLING UNITS: 1 FINBbAENT: 0 sf RIGHT.........: 15 OCLUVAiCl SRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 2744 sf VALUE..$- 187278 REAR..........: 97 --------•------•------------------------ ---------------- PLUMBING - ----__ __ --- __ ..__....--------------------- SINKS.........: I WATER CLOSETS.. 3 WASHING MACH..: I LAUNDRY TRAYS.: 1 RAIN DRAIN ft: 0 TRAPS.........: 0 LAVATORIES....: 5 DISHWAMRS...: 1 FLOOR DRAINS,.: 0 SEWER LIFE fts 8 SF RAIN DRAINS: 1 CATCH BASINS.,: 8 TUMHOWERS...: 3 GARBAGE DISP..: I WATER HEATERS.: 1 WATER LINE fts 100 BCKrLW PREVNTRs 1 GRFASE TRAiS..1 0 OTHER FIXTURES: 8 -------.---------------------------------------------------- -- MECHANICAL ------------------------------------------------------------- FUEL T`!':o ------ FURN l 108K ..: 0 BOIL/CIO ( 3HPs l VENT FANS.....- 4 CLOTHES DRYERSs 1 /GAS/ / / FURN )=18011 ..s 1 UNIT HEATERS.,- 8 HOODS.........: 1 OTHER UNITS...- 1 MAX INP.: 8 BTU FLOOR FURNACES: 8 VENTS.........: 0 WOODSTOVES....: l GAS OUTLETS...: 1 ------------------_ _-- ------------ ---- ------------------- ELECTRICAL -------------.------------------------- ---RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS---- --ADD'L INSPECTIONS-- IM SF OR LESS: 1 0 - 208 asap..: 0 0 - 208 amp..: l W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION- 0 EA ADD'L 50NSF.: 4 281 - 400 amp..: 0 201 - 408 amp..: 0 1st W/O SVC/FDR: l SIGN/OUT LIN I.T: A PER HOUR......: P LIMITED ENERGY.: 8 401 - (J00 amp... 0 401 - 600 amp..: 8 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 8 IN PLANT......: 0 MANE HM/SVC/FDR: 0 681 - 1000 asp.: 0 fill+amps-1880 v: 8 MINOR LABEL -Ili l 1000+ amo/volt.: 0 ---------------------------------- PLAN REVIEW SECTION ---- --------_-_-__._ Reconnect only.: 0 )-4 RES UNITS..: SVC/FDR)=225 A.: ) 6M V NOMINAL: CLS AREA/SPC OCC: --------- ------ ---- ----- ------------------ - ELECTRICAL - RESTRICTED ENERGY --------------------------------------------- ---- A. SF RESIDENTIAL---------------------------- B. COMMERCIAL------------------------------- ------- AUDIO t STEREO.: VACUUM SYSTEM..: AUDIO 6 STEREO.: FIRE ALARM...... INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: 0TH: :: X BOLER.........s HVAC...........: LANDSCAPE/IRRJGs PROTECTIVE SIGN.: GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL......... OTHR: HVAC...........: DATA/TELE COMM.- NURSE CALLS....: TOTAL i SYSTEMS: 0 Owner: ---—------ -----Contractor: --------------------------- TOTAL FEESsf 3752.75 RENAISSANCE n�5001 HOMES RENAISSANCE CUSTOM HOMES INC 1672 WILIA►ETTE FALLS DR 1672 S4 WILLAMETTE FALLS DR WEST LINN OR 97868 WEST LINN OR 97068 Phone /: 557-8081 Phone #: Reg #..: 97599 IL HThis Dereit is issued subiect to the regulations contained in the Tigard Municipal Code, State of Ore. Sp^cialty Codes and all other U) avolicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started "ithin 160 days of issuance, or if work is suspended for more than 188 days. ------------------------------------------------- ------ REQUIRED INSPECTIONS --------------------------------- _ - -- m Footing Inso PLM/Underfloor Framing Inso Gyp loam Insp Electrical Final - Foundation Insp Mechanical Inso Low Voltage Rain drain Insp Mechanical Final J Post/Beam Struct Plumb Too Out Fireplace Insp Water Line InsD Plumb Final _ Post/Beam Mechan Electrical Servi Gas Line Insp Water Service In Building Final _ Crawl Drain Electrical Rouoh I"sulatipq Inso Appr/SdwA Insp Eros• n Control F'er,mittee Signat1..tre: f _ _. ISSI-ked I3v r. ham•+ Call for inspection - 639-4175 c—.cwy p rnwNiEr T i nw PERMIT PERC Irf OF TIGARD DATEIISSSUED:• 12/11/95 -04E+9 •COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S 1 10DA-V�.-�70Q� 13126 8W Hall Blvd.Tl9ard,Orejon 97223.4199 !6031439-1971 SITE ADDRESS. . . : 10/5"d SW NAF_Vf- ST SUBDIVISION. . . . : RENAISSANCE SUMMIT ZONING: R-3. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :028 TENANT NAME. . . . . : USA NO. . . . . . . . . . . FIXTURE UNITS. . . . 0 CLASS OF WORK. . . :NEId DWELLING UNITS. . : 1 TYPE OF USE. . . . . -SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf Remarks : PATH I -- -- Ownet • ._----------•-------___--------------•--------___------ FEES RENAISSANCE CUSTOM HOMES type amount by date recpt 1672 WILLAMETTE FALLS DR PRMT $ 2200. 00 8 12./19/95 95-274090 INSP f 35. 00 8 tP/19/95 95--274090 WEST I-INN OR 97068 Phone #: 557-8000 Contractor: CONTRACTOR NOT ON FILE ------------ Phone #: 2235. 00 TOTAL Req #. . . -------- REQUIRED INSPECTIONS -------...- This Applicant aorees to comply with all the rules and regulations Sewer Inspection �. of the Unified Sewaae Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the aermit exoires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tao and Side Sewer" Permit and the Agency will install a lateral. --_ _ P e r m i t t e e S i q ri a t e-ire: . ss,-ted By • Call foo- inspection - 639-4175 a ac y m 5 W J 55 Residential Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: �D�J '� 4'�.19.� IV��� �� SubdiviafonlS����QYI�. ��l)YY11111lot#�� Office Use Only � [ PlancWRec# I Valuation: ! v� 2 7 y Comer Lot? . Y —� Permit#�951 Flag Lot? YNQ Reissue of A i j i Map & TL# c- j 1 c 1 �A r '� ` . Owner: 110U1 i� ln.i l��1UYY1 Awrovals Mmulmd Address: l(0-1 C2 (��l f F01,-� — C/= `- '�r c ,i�r g• Planning ^^�� (� 9-7(Y,x Engineering Phone: SCSI - R= - Other Contractor: /I SLI Il ll i W 1 I"�� W 'fCJ1'l� Kenn R4gulred Address: Subcontractors - Inn, (.9- ��Qt�� � Truss Details Phone: A('M _ Other Contractor's License # 01 15y A _ (attach copy of current Oregon license) Contact Name & Phone: W-Q) IL FAO(, pC Subcontractors: Archltect/Engineer:- r a, N Plumbing: qjI ,o I�� I� (� Address: Nui a Cow{"I x G 1 b 9 Mechanical: � �ayt4t,-I-e*,o � � � __���d�-��-`�— m (attach copy of current Contractor' Lkenas) W ��� l01 1 I�7� I I� ���. Phone: JOS DESCRIPTION: 1 Applicant Signature & Phone num Received b•.•: Date Received: N i WOnNCOMDFVARE SAP P Sola: Balance Point Standard re>A Box A. North-South dimension for the lot Box S. Shade point height from your stricture: measured perpendicular to the midpoint of the Change in elevation from front property line to north lot line the finished floor elevation added to the height of the building from finished floor elevation to the affected peak/eave. It the roof line runs feet NIS, subtract 3 feet from the figure. Subtract one foot for each foot of difference in elevation from the front property ling to the rear property line. (1/ �-! feint Box C. Distance to the shade reduction line Distance from North property line to foundation added to the distance from the foundation to the affected roof peak/save. _ Feet The following helps explain the graph below: The horizontal axis (rows) represents box "C" figures. The vertical axis (columns) represents box "A" figures. It is most useful to draw a vertical .line to represent,, the appropriate figure found in box "A" and a horizontal Zine to represent the appropriate figure found in box "C" . The intersection of the vertical and horizontal. lines determines the value found in box "D" . The value in box "D" should be compared to the value in box "B" ; if the value in box "B" is less than or equal to the value found in box "D" , the building is in compliance with the solar balance code . Distance to - ( shade ( 10c+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction line from northern lot line in feet 70 0 40 40 41 42 4.3 44 65 U 38 38 39 40 41 42 43 60 36 36 36 37 38 39 40 41 42 55 34 34 34 35 36 37 38 39 40 41 0. SO 32 32 32 33 34 35 36 37 38 39 40 41 42 45 �. 30 30 30 31 32 33 34 35 36 37 38 39 40 N 40 28 28 28 29 30 31. 32 33 34 35 36 37 38 35 26 26 26 27 28 29 30 31 32 33 34 35 36 30 24 24 24 25 26 27 28 29 30 31 32 33 34 .1 25 22 22 22 23 24 25 26 27 28 29 30 31 32 m 20 20 20 20 21 22 23 24 25 26 27 28 29 30 15 1.8 18 18 19 20 21 22 23 24. 25 26 27 7.8 J 1.0 1 16 16 17 16 19 20 21 22 23 24 25 26 5 1 14 14 15 16 17 18 19 20 21 22 23 24 Box "D" Maximum allowed shade point height _ / feet Solar Balance Wgrksheet Address 0 1 j Box A calculations. North-South dimension for the lot. Sox A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. Measure the distance from the midpoint of the North lot line to the South lot line along the described line. v ft Box B calculations: Shade point height from your structure. Box B: 1. Determine whether measurements will be based on the peak or save of your structure. The orientation of the ridge is also important. Which describes your lot? 1 a: If the roof line runs North-South, measurements will be based on the peak of the (Circle one) roof. to 1b 6c> tb: If the roof line runs East-West and the roof pitch is less than 5/12, measurements will be based on the save. 1 c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements / will be based on the peak. ft 2. Measure change in elevation from front property line to finished floor elevation.) _� tq + ft 3. Measure distance from finished floor elevation to the affected peak/eave. ft 4. If the roof line runs North-South, deduct three feet. If the roof line runs East-We deduct nothing. 5. Subtract one foot for each foot of difference in elevation from the front property L_ ft line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. d. 6. Total figure for box 8: ft II Box C. Distance to the shade reduction line. �. Box C: 1. Measure the distance from the North property line to the foundation. ft m W2. Measure the distance from the foundation to the affected peak or save. + L7 ft J i j 3. Total figure for box C: ft - I ��p0 87.00. F` � N _ y I 1 g u i c Iq , i L ,It I AE i I I � 1 ^I ti � 14. 24.W rn �- w, 2 i is—oo � y.�� N . Gr �•9�� � w q 400 2C' - l I- 1S �3 S N 89'52 07 78.00 S.W. NAEVE STREET a a ao