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HomeMy WebLinkAboutReport 01CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: September 30, 2013 To: City Clerk's Office From: Lisa McFlrea Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City r[prVe Offire- Project Name: Benjamin Ryan Modification 2 LUA (file) Number: LUA-13-000852; MOD Cross -References: AKA's: Project Manager: Gerald Wasser Acceptance Date: ��JvtT?; 2013 Applicant: James Kerby, Benjamin Ryan Communities Owner: Benjamin Ryan Communities Contact: James Kerby PID Number: 2296500136 ERC Decision Date: ERC Appeal Date: Administrative Approval: July 2, 2013 Appeal Period Ends: July 16, 2013 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting approval of a modification of the Residential Design Standards (RMC 4-2-115) for a proposed 3,278 square foot single-family house. The proposed project site is 6,028 square feet located in the Residential - 8 dwelling units per acre (R- 8) zone. The applicant is requesting approval of a roof with a 3:12 pitch where a minimum 6:12 roof pitch is required. Location: 2411 Meadow Avenue North Comments: iry°t DEPARTMENT OF COP UNITY AND ECONOMIC DEVELOPMENT MODIFICATION OF RESIDENTIAL DESIGN REQUIREMENTS FOR PROJECTS WITHIN THE R-4 AND R-8 ZONES APPROVAL -]DENIAL EVALUATION FORM & DECISION An "X" is shown in the applicable residential design requirement box. When an alternative is employed that requires a modification, the staff evaluation is written on the lines below. The decision to approve or deny the requested modification can be found at the conclusion of this form. PROJECT NAME: Benjamin Ryan Modification 2 PROJECT NUMBER: LUA13-000852 (613002333) PROJECT MANAGER: Gerald Wasser, Associate Planner APPLICANT: James Kerby Benjamin Ryan Communities 1001 Bridgeport Way SW Lakewood, WA 98499' ZONING DESIGNATION: Residential - 8 dwelling units per acre (R-8) PROJECT LOCATION: 2411 Meadow Avenue North SUMMARY OF REQUEST: The applicant is requesting approval of a modification of the Residential Design Standards (RMC 4-2-115) for a proposed 3,479 square foot single-family house. The proposed project site is 13,592 square feet located in the Residential - 8 dwelling units per acre (R-8) zone. The applicant is requesting approval of a roof with a 3:12 pitch where a minimum 5:12 roof pitch is required. 1. Roof Choose one: ❑ Hip or gabled with at least 6:12 pitch; or ❑ Shed roof; or ® Alternative that meets guidelines (Explain) The applicant states and staff concurs that the proposed 3:12 roof pitch would be compatible with the prairie style of architecture which would be used to construct the proposed single-family structure (Attachment). In addition, the use of a 3:12 roof pitch would enable the proposed structure to conform with the maximum .30 foot roof height in DEPARTMENT OF COIV.._.UNITY city of AND ECONOMIC DEVELOPMENT MODIFICATION OF RESIDENTIAL DESIGN REQUIREMENTS FOR PROJECTS WITHIN THE R-4 AND R-8 ZONES APPROVAL ❑DENIAL EVALUATION FORM & DECISION An "X" is shown in the applicable residential design requirement box. When an alternative is employed that requires a modification, the staff evaluation is written on the lines below. The decision to approve or deny the requested modification can be found at the conclusion of this form. PROJECT NAME: Benjamin Ryan Modification 2 PROJECT NUMBER: LUA13-000852 (1313002333) PROJECT MANAGER: Gerald Wasser, Associate Planner APPLICANT: James Kerby Benjamin Ryan Communities 1001 Bridgeport Way SW Lakewood, WA 98499' ZONING DESIGNATION: Residential - 8 dwelling units per acre (R-8) PROJECT LOCATION: 2411 Meadow Avenue North SUMMARY OF REQUEST: The applicant is requesting approval of a modification of the Residential Design Standards (RMC 4-2-115) for a proposed 3,479 square foot single-family house. The proposed project site is 13,592 square feet located in the Residential - 8 dwelling units per acre (R-8) zone. The applicant is requesting approval of a roof with a 3:12 pitch where a minimum 6:12 roof pitch is required. 1. Roof Choose one: ❑ Nip or gabled with at least 6:12 pitch; or ❑ Shed roof; or ® Alternative that meets guidelines (Explain) The applicant states and staff concurs that the proposed 3:12 roof pitch would be compatible with the prairie style of architecture which would be used to construct the proposed single-family structure (Attachment). in addition, the use of a 3:12 roof pitch would enable the proposed structure to conform with the maximum 3a foot roof height in City of Renton Department of Com y and Economic Development Administrative ificotion Request Report & Decision Benjamin Ryan Modification 2 LUA13-000852 Report of July 2, 2013 Page 2 of 2 the R -S zone. RMC 4- 9-250D.2 Criteria for Modification of the Standards. The requested modification must also meet the following criteria: 1. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; and 2. Will not be injurious to other property(ies) in the vicinity; and 3. Conform to the intent and purpose of the Code; and 4. Can be shown to be justified and required for the use and situation intended; and 5. Will not create adverse impacts to other property(ies) in the vicinity. DECISION The proposal satisfies 5 of the 5 criteria listed in RMC 4-9-250D2 for approval of modifications. Therefore, the Benjamin Ryan Modification 2 modification(s) of the residential design standards for the proposed single-family residential structure, Project Number LUA13-000852, MOD is approved to allow a 3:12 roof pitch. C.E. "Chip" Vincent, Administrator Department of Community & Economic Development 17—d / Date The decision to approve the modification(s) will become final if not appealed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057 on or before 5:00 pm, on July 16, 2013. Additional information regarding the appeal process may be obtained from the Renton City Clerk's office, Renton City Hall -- 7th Floor, (425) 430-6510. If you have any further questions regarding this decision, feel free to contact the project manager, Gerald Wasser, at 425.430.7382 or gwasser@rentonwa.gov. MV-4-1f�4:1 ZZSC N00�1Jdl S 3 1111 1 d B 0 =r� may: W 5 Q K O --------------- I �tl� Y�ffi H11 I .11�1i z U_ w7} �J m III �IIII It � I Rlllu,��.. I �tl� Y�ffi H11 vg 13- 000 City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: 15ENJAMIN RYAN COMMUNITIES ADDRESS: 10011 BRIDGEPORT WAY SW CITY: LAKEWOOD ZIP: 98499 TELEPHONE NUMBER: 253-531-3132 APPLICANT (if other than owner) NAME: SAME AS ABOVE COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: JAMES KERRY COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER AND EMAIL ADDRESS: 253-b31-3132 KER5Y*5ENJAMIN-RYAN. COM PROJECT INFORMATION PROJECT OR DEVELOPMENT h11E: PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 2411 MEADOW AVE N KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 229(c500136 EXISTING LAND USE(S): SFR PROPOSED LAND USE(S): SFR EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: SFR PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) NIA EXISTING ZONING: Ra PROPOSED ZONING (if applicable): NIA SITE AREA (in square feet): 13,592 SOFT SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: NIA SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 2292 SOFT PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) NIA NUMBER OF PROPOSED LOTS (if applicable) NIA NUMBER OF NEW DWELLING UNITS (if applicable): I H:10ED1DataTortns-Templates\Self--Help HandoutsTlanninglmasterapp.doc - 1 - 03/11 PI JECT INFORMA NUMBER OF EXISTING DWELLING UNITS (if applicable): 0 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): 3,479 SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 49 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): 0 NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): TION conti...ed PROJECT VALUE: $206,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable); ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION , TOWNSHIP RANGE , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Signature of Ownerllepr�sentative Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that LLL 1 a(---) signed this instrument and acknowledge it to be his/her/their free and volun act for the uses and purpose mentioned in the instrument. Dated �11111� Notary Public in and for the State of Washington � /V4,0 �. �; •'��5 F�,o; ; �� Notary (Print): .. C NOTARY -- t_ My appointment expires: 12 CA PUBLIC • ; r HACED1DataWorms a��andout0lanninglmasterapp.doc - 2 - 03/11 1111111101 LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION , TOWNSHIP RANGE , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Signature of Ownerllepr�sentative Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that LLL 1 a(---) signed this instrument and acknowledge it to be his/her/their free and volun act for the uses and purpose mentioned in the instrument. Dated �11111� Notary Public in and for the State of Washington � /V4,0 �. �; •'��5 F�,o; ; �� Notary (Print): .. C NOTARY -- t_ My appointment expires: 12 CA PUBLIC • ; r HACED1DataWorms a��andout0lanninglmasterapp.doc - 2 - 03/11 1111111101 r;.4v,)4 1ff.3 LEGAL DESCRIPTION; Real property in the County of King, State of Washington, described as follows: LOT 1, RENTON SHORT PLAT NO. 014-80, RECORDED UNDER RECORDING NO. 8006189003, BEING A PORTION OF LOT 26, ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON. Tax Parcel ID No. 229650-0136-05 w+i 1 yam i A a COMMLTNITIFS To whom this maykoncern, The City ol Renton design code book states that the standard pitch roof requires 6/12. Benjamin Ryan is proposing our 3522 square f t 1.5 story home with attached car garage, single family residence, to be a 3/12 in order to best compliment the pr irie style of home, and avoids obstruction relief for the neighboring view. • All the obji the height are met besides the pitch roof, the reasoning for the pitch roof on this house it to be able to meet :ions and keep the prairie style of home look which stays with the appearance of the home. * This will not injure or harm any others, and will not adverse impact on any properties not even our own. Z w E~ u w V�Q � >nu n>a 0. Lud,i= Lu z g m � Z 'v U 38.4 a w a 3 zw u lo��U GG1®Clf7�]CI RW v W m r r r r r m LL LL r r r H LL LL LL LL +- LL w LL LU 00431313 m m m m m 0g00 m m d) m 6013 m m d) d+ lR !R lR ER mmv m m� m v W ED R = I . 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Transaction Date: June 28, 2013 BILLING CONTACT James Kerby Benjamin Ryan Communities 1001 BRIDGEPORT WAY SW LAKEWOOD, WA 98499 REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD .......... .. 000852 PLAN - Modification Fee Payment heck #13169 $100.00 Technology Fee Fee Payment heck #13169 $3.00 SUB TOTAL $103.00 TOTAL $103.00 Printed On: 612812013 Prepared By: Gerald Wasser Page 1 of 1 5/4 x 8 BAND BOARD WRAP WINDOWS ON SIDES AND TOP W15/4 x 4 TRIM 12 3 TYP. ..................... oil 71 FIBERGLASS COMP. 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WRAP GARAGE DOOR ADHER E SOLID WOOD 1x3 BEVEL -J ADHERED BRICK WINDOW GRIDS AS FINISHED GRADE SHALL VENEER WHERE AT SIDES AND TOP W/ SOFFIT AS PER CUT SILL VENEER WHERE SHOWN AT FRONTSLOPE AWAY FROM SHOWN 5/4 x 4 TRIM SPEC. SHOWN ELEVATION. BUILDING 6" IN 10'-0" MIN. PROVIDE STEPS TO LANDING ELEVATIONS FINISHED SURFACE Date: 3.26,1� FRONT Drawn by: EL Checked by: PR Revision: ELEVATION Revision: Scale: 1/4" = 1 1_011 36" HIGH OPE PER SPEC. 1141 SOFFIT FALSE HEADER TO W -4; 0 Y211 LP 0 ----------- ------------ SHEATH COLUMN W/ 6, co 0 ALL 4 SIDES. W COLUMNS W1 2x4 STUDS, Z COMPOUND MITER ENDS. C01 < -------------- POST PER PLAN- ALIGN INSIDE COLUMN BOX W 0 FRAME COLUMN SQUARE; LOWER 10'-0" FOR STONE .................. ---------- 0 TREATED SILL PLATE, TYP. 0 _j 21-01p ry 24" SQUARE CONCRETE U- COLUMN. CD Lu FOOTING PER PLAN. Lu (-­�E (-,ENTRY COLUMN DETAIL ---------------------------------------------------------------------------------------------------------------------- -1 (0 ui NTS 0 _j 5/4 x 8 BAND BOARD WRAP WINDOWS ON SIDES AND TOP W1514 x 4 TRIM 12 5/4 x 3 RETURN BOARDS .... . . . ............ ELEVATION 6 x 10 CORBELS WHERE SHOWN 5/4 x 8 INCH CONTINUOUS FASCIA BOARD HORIZONTAL SIDING WHERE SHOWN- 4" LAP REVEAL, TYP. ADHERE E VENEER WHERE SHOWN 12 3 TYP. ............ ........ . .......... ............... ­-------------------------- ----------------------- ---- - - ----------------- J1 12 3 TYP. ---------------------------- ----------- REAR ELEVATION 1/811 =I 1-011 HEADER PER PLAN (410 SHOWN) WHERE NO HEADER SPECIFIED. 2x10 DROP W z < 2 1141 SOFFIT FALSE HEADER TO W MATCH WIDTH OF COLUMN Y211 LP 0 ----------- ------------ SHEATH COLUMN W/ 6, ,e r% ALL 4 SIDES. W COLUMNS W1 2x4 STUDS, u - COMPOUND MITER ENDS. -------------- POST PER PLAN- ALIGN INSIDE COLUMN BOX CD 0 FRAME COLUMN SQUARE; LOWER 10'-0" FOR STONE VENEER. O.S.B. SHEATHING, TREATED SILL PLATE, TYP. 21-01p 24" SQUARE CONCRETE COLUMN. FOOTING PER PLAN. (-­�E (-,ENTRY COLUMN DETAIL ---------------------------------------------------------------------------------------------------------------------- NTS ----------------------------------------------- --------- ------------------------------------- ............. ---------------------------------- ---------------------- ----------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- --- - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - ----------------------- ......... ------------------------------------------------------------------------------------ ---------------------------------------- --------- — ------- ---- -------­----------------- ------ — - — ------------------------------------------- ----------------------------------------------------------------------------------------- ------ WRAP GARAGE DOOR AT SIDES AND TOP W/ 5/4 x 4 TRIM POST WRAPPED W/ 1" WHITE WOOD 9,-R,, n H TYP FIBERGLASS COMP. SHINGLES CLASS "B" MIN. ---------------- - - - - ----- 0 goo _j WU - Lu 0 ----------------------- < ) < ----------------------- ­---------------------- - ---­---------------------- ------------------------- ----------------- I ----------------------------- 0 --------------------------- 0 _j ----------------------------- =Lu LL --- C> , 0 - ---- re, ------------------------------1 < Lu (0 W ROOF PER PLAN V4 x 10 WHITE WOOD. V4 x 6 CORNER BOARD TRIM WRAP POST W1 WHITE WOOD 3x4 COLUMN CAP LEDGER ADHERED STONE VENEER. CONCRETE PORCH PER PLAN. 12 -rl%f q 5 )COLUMN A4 DETAIL -- - --------- ------------------ --------------- -------------- ...... - - -- ----------- - AU - - - - :-------------- --------------------------7I --- - m - ---------- 77-- SOLID WOOD SOFFIT AS PER SPEC. PROVIDE STEPS TO LANDING / FINISHED SURFACE FRONT. ELEVATION 1x3 BEVEL CUT SILL ADHERED BRICK VENEER WHERE SHOWN RIGHT �' ELEVATION 1/811 = 1 1-011 FIBERGLASS COMP. SHINGLES CLASS "B" MIN. WRAP WINDOWS ON SIDES AND TOP W1514 x 4 TRIM FALSE COLUMN 1.DETAIL - ----- TOP PLATE --------- I ------- - ---- 7.71 .;; ------------------- .. ..................... . ­­ ­_ ------- TOP PLATE AT ENTRY DORMER 7.0 ....... - - — ----- ----- ---- ------------------------------- EAbER HEIGHT W -------- - ---------- ......... -1 ------- ---------- \ ---------------0 --- ---------- - - - ------------------ C� V) 0 Y Z< 0 ------------------------------------- --- rico _j m z EO < zF_ -- ---- Lu ..... T_j . ..... ------- ----- ---- ----- - ----- ----------- CUT �RICK LEDGE ..... ....... ----- ---- ------ ------ - ------ ----------- - --- - - ---- VVINUUVV UKIIJb AS FINISHED GRADE SHALL SHOWN AT FRONTSLOL( PE AWAY FROM Ul ELEVATION. BUILDING 6" IN 10'-0" MIN. ------------ W 0 D E E 0 cl� ,e r% j W u - Cy') Lu Q - 0 0 ELEVATIONS Date: 3,26.13 Drawn by: EL Checked by: PR Revision: Revision: Scale: 1/4" = 1'-0° I D E E 0 u 0 C ,e r% Cu >% Cy') (0) Q - 0 ELEVATIONS Date: 3,26.13 Drawn by: EL Checked by: PR Revision: Revision: Scale: 1/4" = 1'-0° I 36" HIGH OPE PER SPEC. w 00 _J - ; c� w_ --------- --------------------------- ------------------------- r LL 0) Q! i - w ..................... ..... ----- Z �a IVI w 0 ........... 0 r L l ---------------- - - r O cO i ................. r LL w CD -- �w r ❑ w - 0` 0 J i = J WRAP WINDOWS ON SIDES AND TOP W1514 x 4 TRIM 12 5/4 x 3 RETURN BOARDS '� � �...'� ELEVATION 6 x 10 CORBELS WHERE SHOWN 514 x 8 INCH - CONTINUOUS FASCIA BOARD HORIZONTAL SIDING WHERE SHOWN- 4" LAP REVEAL, TYP. ADHEREB--&TeNE VENEER WHERE SHOWN 12 3 TYP. til 12 3 TYP. Ilk Ali, I V ELEVATION 118" =1'-0" HEADER PER PLAN (4x10 SHOWN) WHERE NO HEADER SPECIFIED. 2x10 DROP w SOFFIT FALSE HEADER TO MATCH WIDTH OF COLUMN �2 LP ------------- SHEATH COLUMN WI6, ALL 4 SIDES. COLUMNS W/ 2x4 STUDS, COMPOUND MITER ENDS. --- POST PER PLAN- ALIGN INSIDE COLUMN BOX r FRAME COLUMN SQUARE; LOWER 10'-0" FOR STONE ' VENEER. Vis" O.S.B. SHEATHING, TYP. TREATED SILL PLATE, TYP. 2'-0" . 24" SQUARE CONCRETE COLUMN. FOOTING PER PLAN. A�ENTRY COLUMN DETAIL K_ _�' N TS FYI. . ....... ............. i .......... PIPPIN WRAP GARAGE DOOR AT SIDES AND TOP WI 514 x 4 TRIM ------------------------ -- - - - ----------------------------------------- ------ ------------------------------------------ POST WRAPPED WI 1" WHITE WOOD 9'-R" 0 N TVG FIBERGLASS COMP. SHINGLES CLASS "B" MIN. co 0 L J Lu `- o ❑ LL r cow 0)Q ---------------- ---------------- --------- ----- ---------------- � J ................. = LJJ u- ---------•--- W c° w ------ ----- = 0 --------------- ---� ROOF PER PLAN Y4 x 10 WHITE WOOD V4 x 6 CORNER BOARD TRIM WRAP POST WI WHITE WOOD 3x4 COLUMN CAP LEDGER ADHERED STONE VENEER. CONCRETE PORCH PER PLAN. 5 COLUMN - A4 DETAI L 4 --------------------- �.w............ 4 I — — j SOLID WOOD SOFFIT AS PER SPEC. PROVIDE STEPS TO LANDING 1 FINISHED SURFACE FRONT ELEVATION 1x3 BEVEL CUT SILL 12 -r-'ti f_N I '� ADHERED BRICK VENEER WHERE SHOWN RIGHT. ELEVATION 118" =1'-0"" FIBERGLASS COMP. SHINGLES CLASS "B" MIN. WRAP WINDOWS ON SIDES AND TOP W1514 x 4 TRIM TOP PLATE AT ENTRY DORMER y f— ���'"""°� FALSE 4 COLUMN ' A4 DETAIL - ------------------ ------ --------------- ----------------------------- TOP PLATE _-_-----_-__-__-4 1HEADER HEIGHT ' ---- CD, i N I: ------- ,------------- rEoo 0 r Jl = LL 1 ! -- -- C] Z ! 3---- -- _-- - i ' ! • } - CUT ICK LEDGE -------------------- .._ - __._J • i ----- --- — - -------- _ ... ........................ ---- - ------L' •-• s Y �f � s 'mom---- ---.. WINDOW GRIDS .1S FINISHED GRADE SHALL SHOWN AT FROf\T SLOPE AWAY FROM ELEVATION. BUILDING 6" IN 10'-0" MIN. ct3 ' Cc CD a . ------------------ o O w - ; ----------------- w_ --------- --------------------------- ------------------------- 0) Q! i ----------- ----- ..................... ..... ----- IVI ........... o w r L l ---------------- - - r O cO i ................. , d w -- ADHERED BRICK VENEER WHERE SHOWN RIGHT. ELEVATION 118" =1'-0"" FIBERGLASS COMP. SHINGLES CLASS "B" MIN. WRAP WINDOWS ON SIDES AND TOP W1514 x 4 TRIM TOP PLATE AT ENTRY DORMER y f— ���'"""°� FALSE 4 COLUMN ' A4 DETAIL - ------------------ ------ --------------- ----------------------------- TOP PLATE _-_-----_-__-__-4 1HEADER HEIGHT ' ---- CD, i N I: ------- ,------------- rEoo 0 r Jl = LL 1 ! -- -- C] Z ! 3---- -- _-- - i ' ! • } - CUT ICK LEDGE -------------------- .._ - __._J • i ----- --- — - -------- _ ... ........................ ---- - ------L' •-• s Y �f � s 'mom---- ---.. WINDOW GRIDS .1S FINISHED GRADE SHALL SHOWN AT FROf\T SLOPE AWAY FROM ELEVATION. BUILDING 6" IN 10'-0" MIN. ct3 ' Cc CD a . ------------------ o O w - ; ----------------- w_ --------- --------------------------- ------------------------- 0) Q! i ----------- ----- ..................... ..... ----- ----------------._.._.. ........... o w r L l ---------------- - - r O cO i ................. , d w -- w - 0` ------------------ J i Flllllllll L) ELEVATIONS Date: 3.26'.13 Drawn by: EL Checked by: PR Revision: Revision: Scale: 114" F 1'-01' 36" HIGH OPE PER SPEC. W. ❑ _j 41 a E E -------------- ------- ------------------- 0 0 0o 0 E _j co CD w CD 0 t z CD < 0 -------- -------------------- .­ .... . LLJ Z V_ < ------------------------------------- - -- - ----------------------- ...... Y LL 0 cc w Lu cow 0 12 ----------- - -- 3 TYP. 5/4 x 8 BAND BOARD (WRAP WINDOWS ON SIDES :AND TOP W/ 5/4 x 4 TRIM 12 5/4 x 3 RETURN BOARDS ................ ELEVATION ft 1 1-011 1/8 6 x 10 CORBELS WHERE SHOWN 514 x 8 INCH CONTINUOUS FASCIA BOARD .... . .... HORIZONTAL SIDING ....... WHERE SHOWN- 4" LAP REVEAL, TYP. ADHERED-&TE)NE VENEER WHERE SHOWN 12 -- ------------- 3 TYP. ........ ................ . . .......... . ........ — --------------------- ... -- ---------------- -------------- ------------ ---- ------------------------_ — - ------------ REAR ELEVATION 1/811 =1'-0" HEADER PER PLAN (4x10 SHOWN) WHERE NO HEADER SPECIFIED. 2x10 DROP ---- ------- --- w 0 z 11-4111 < SOFFIT FALSE HEADER TO N MATCH WIDTH OF COLUMN LP = - -------------- SHEATH COLUMN W/ 76, ALL 4 SIDES. COLUMNS W1 2x4 STUDS, COMPOUND MITER ENDS. POST PER PLAN- ALIGN INSIDE COLUMN BOX FRAME COLUMN SQUARE; LOWER 10'-0" FOR STONE VENEER. O.S.B. SHEATHING, - ----- TYP. I 1 TREATED SILL PLATE, TYP. 2'-0" 24" SQUARE CONCRETE COLUMN. .......... FOOTING PER PLAN. ENTRY COLUMN DETAIL "\t -------------- -------------------------------------------- ............... - --------------------------- ------- NTS ... . ............... ............... . .......... ................. ..... WRAP GARAGE DOOR AT SIDES AND TOP W1 5/4 x 4 TRIM nr -------------- - - ------------------ ------------------------------------------ ---------......-....--------.....-•---------•------ -- ----- - - -- ------ -- ----------- -- ----- POST WRAPPED W/ 1" WHITE WOOD n TYP FIBERGLASS COMP. SHINGLES CLASS "B" MIN. ............ --------------- = w T-1 U- ----------------- 00 T_ ------------------ I < -I Z bo w CD ----- ----- --------------- ----- - - - ------- < ---------------------------------------- I ----------- ------------- ....... ------------------------ --------------------------------- ----------------------------------------------------- ry ---------------------- ­­­ I -----------­--------------- 0 ------------------------------ 0 -------------­-­--­----- = w Eo - -­----------------- < ui �o ui ---------------------------------- -------------- ---------------------------------------- --------- ROOF PER PLAN Y4 x 10 WHITE WOOD. V4 x 6 CORNER BOARD TRIM WRAP POST W1 WHITE WOOD 3x4 COLUMN CAP LEDGER ADHERED STONE VENEER. CONCRETE PORCH PER PLAN. 5 _�COLUMN A4 DETAIL ...... . . . . .. . . . .. . ........ . . ...... .... - - - ------ - ----- - --- - -------- - - - ------------------ ---------------- -------­--------------- -------------- ----------------------- ...... SOLID WOOD WOOD SOFFIT AS PER SPEC. PROVIDE STEPS TO LANDING / FINISHED SURFACE FRONT ELEVATION 10 BEVEL CUT SILL ADHERED BRICK VENEER WHERE SHOWN 12 TYP. 3 RIGHT ELEVATION 1/8 =1'-0" FIBERGLASS COMP. SHINGLES CLASS "B" MIN. WRAP WINDOWS'ON SIDES AND TOP W1514 x 4 TRIM ...... - ----- - . ....... . ------------- - - - ---------- - - --- - TOP PLATE AT ENTRY DORMER FALSE �K'4COLUMN '_.KE7_DETAIL - - ---- -------- --- ------------ TOP PLATE --- - - --------------------------- - - ---------- - - - - --- - ---------- --- — ---- HEADER HEIGHT W. ❑ _j 41 a E E -------------- ------- ------------------- 0 0 E co CD ---------------- CD 0 -------- -------------------- .­ .... . Z V_ < ------------------------------------- - -- - :D Y LL Lu CUT BRICK LEDGE ----------- WINDOW GRIDS AS SHOWN AT FRONT ELEVATION. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING 6" IN 10'-0" MIN. LLJ z w -------- ....... $ 00 LL 20 O tv An, V%4 _j 41 a E E 0 0 E co CD CD 0 V%4 _j 41 a E E 0 0 E co CD CD 0 I- ° ELEVATIONS