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HomeMy WebLinkAbout2020-08-26 Planning Commission Regular Meeting PacketAgenda Planning Com m ission City Of Edina, Minnesota VIRTUAL MEETING The Plan n ing Com m ission m e e tin g will be gin at 7 p.m . Me m be rs of the public can watch the m ee ting live: • Edina TV (Com cast Channe ls 813 or 16) • Facebook.com /Edin aM N • City’s “Watch a Mee ting” we b page at EdinaMN .gov/Live Me etin gs Me m be rs of t h e public can participate in the pu blic he arings by callin g 800-374-0221 with Con fe rence ID 3098621 durin g the m e eting. Pre ss *1 on you r te le phone ke ypad wh e n you are re ady to te stify in a pu blic h earing. An operator will m u te your line place you in to a que ue until it is you r turn to speak. After the pu blic he arings, the call will e nd. Wednesday, August 26, 2020 7:00 PM I.Call To Order II.Roll Call III.Approval Of Meeting Agenda IV.Approval Of Meeting Minutes A.Planning Commission Minutes: August 12, 2020 V.Public Hearings A.A 2.6 foot %rst &oor height and an 18.2 foot front y ard setback variance for a new home at 4209 Crocker. VI.Reports/Recommendations VII.Correspondence And Petitions VIII.Chair And Member Comments IX.Sta 1 Comments X.Adjournment The City of Edina wants all res idents to be c om fortabl e bei ng part of the publi c proc ess . If you need as s is tanc e i n the way of heari ng am pli %c ation, an interpreter, large-print doc um ents or s om ethi ng els e, pleas e c al l 952-927-8861 72 ho urs in advance of the m eeting. Date: Augus t 26, 2020 Agenda Item #: I V.A. To:P lanning C o mmis s io n Item Type: Minutes F rom:Liz O ls on, Adminis trative S uppo rt S p ecialist Item Activity: Subject:P lanning C o mmis s io n Minutes : Augus t 12, 2020 Action C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : P lease approve the P lanning C ommission M eeting M inutes from August 12, 2020. I N TR O D U C TI O N : AT TAC HME N T S : Description Planning Commiss ion Minutes : Augus t 12, 2020 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 1 of 3 Minutes City Of Edina, Minnesota Planning Commission Virtual WebEx Meeting August 12, 2020 I. Call To Order Chair Olsen called the meeting to order at 7:02 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Berube, Thorsen, Strauss, Olsen, Bennett, Agnew, and Chair Nemerov. Staff Present: Cary Teague, Community Development Director, and Liz Olson, Administrative Support Specialist. Absent from the roll call: None. III. Approval Of Meeting Agenda Commissioner Thorsen moved to approve the August 12, 2020, agenda. Commissioner Berube seconded the motion. Motion carried. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, July 22, 2020 Commissioner Thorsen moved to approve the July 22, 2020, meeting minutes. Commissioner Olsen seconded the motion. Motion carried. V. Reports/Recommendations A. Sketch Plan Review – 6600-6800 France Avenue Director Teague presented the request for a Sketch Plan review at 6600-6800 France Avenue . Staff recommends the Planning Commission provide the applicant non-binding comments on a potential redevelopment proposal. Staff answered Commission questions. Appearing for the Applicant Andy McIntosh and Victor Pechaty addressed the Commission and was available to answer questions. The Commission discussed the Sketch Plan review and shared their opinions and concerns: Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 2 of 3  Concerns with how the process is set up and if there are any limitations in the process.  Challenges seen with the site, not being able to do as much retail as initially thought.  The development seems to be overparked, project should be focused on what is needed for the project and not for City Code. Consider more shared parking.  Concern with losing trees.  Look at possible cost share options.  Need more creativity in the design  There are opportunities to bring public open space to the project.  Look at ways to integrate more public space.  Integrate more surface storm water features into the plans.  Have an education element with the water treatment plant.  Too much surface parking, need more pedestrian pathways.  Sustainability is needed in the project.  Neighborhood integration is important. There is very little proposed.  Pathways need to go throughout the entire development.  Pedestrian and bike connection from 68th Street to France Avenue.  Like the height of some of the buildings with solving the challenges with existing buildings. Mr. Pechaty thanked the Commission for their feedback and commented on the recommendations from the Commission. Chair Nemerov thanked the applicants for the presentation. VI. Correspondence and Petitions None. VII. Chair and Member Comments Commissioner Miranda explained related to the project that was just reviewed, he looked in the experience guidelines and the Southdale Plan itself to look at transportation aspects of it. When he joined the Transportation Commission, the first thing he saw was the transportation plan for the Grandview area and he thought what the city was missing in the transportation plan was for the Southdale area. He thought this was something the Planning and Transportation Commissions needed to work on. VIII. Staff Comments For the upcoming work session, planner Teague asked the Commission to think about what their goals would be for creating an impervious surface ordinance. What is the problem the City is trying to solve. Chair Nemerov indicated he would like to talk about parking at the next work session meeting. He also thanked everyone for participating in the City Council call. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 3 of 3 X. Adjournment Commissioner Strauss moved to adjourn the August 12, 2020, Meeting of the Edina Planning Commission at 10:03 PM. Commissioner Agnew seconded the motion. Motion carried. Date: Augus t 26, 2020 Agenda Item #: V.A. To:P lanning C o mmis s io n Item Type: R eport and R ec o mmendation F rom:Kris Aaker, As s is tant P lanner Item Activity: Subject:A 2.6 foot first floor height and an 18.2 foot front yard s etb ack varianc e for a new ho me at 4209 C roc ker. Action C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve the revised grading, drainage and storm water management plans for submitted variance request. I N TR O D U C TI O N : T his is a return variance application approved on M arch 11, 2020, for a 2.6 foot first floor height and an 18.2 foot front yard setback variance to construct a new home at 4209 C rocker, case file B -20-5. T he approved grading and storm water management for the project has been revised and needs to be reviewed by the P lanning C ommission and amended into the approved variance plans. T he stormwater management redesign maintains the approved house position and 1st floor height. All plans and surveys with the exception of the grading, drainage and stormwater management plan remain the same as approved previously by the P lanning C ommission. AT TAC HME N T S : Description Staff report with attachments Site location Explanation of reques t Revis ed Engineering memo Revis ed Grading Plan plans /elevations 3-11-20 Planing Commis s ion Minutes 3-11-20 Res olution 3-11-20 Staff Report with attachments The variance request is for a new home at 4209 Crocker and is a return item for Planning Commission review. The application is requesting identical front yard and 1st floor height variances as approved by the Commission on March 11, 2020. All plans for the project are the same with the exception of the grading, drainage and storm water management plan. The applicant must return to the Planning Commission for review and approval of revised variance plans. The stormwater management redesign maintains the approved house position and 1st floor height. It should be noted that all plans and surveys submitted with this request, with the exception of the grading, drainage and stormwater management plan, remain the same as approved previously by the Planning Commission. Variances were granted to increase the first-floor elevation 2.6 feet higher than the allowable 1-foot increase in first floor elevation, (3.6 feet total) and for an 18.2-foot front yard setback variance. The City of Edina’s Engineering standards require the basement elevation of any new home be 2 feet higher than the FEMA base flood elevation. There are two flood risk areas on the property, (front and rear yard). Rear Flood Shape: The rear yard of the site is landlocked for the 10% annual chance event. The required lowest floor elevation is 871.58’ (10% annual chance event elevation of 869.58’ + 2’). Provided that the overflow path from the Crocker Ave is eliminated, the required lowest entry elevation for the rear potion of the structure is 873.00’ (1% annual chance even elevation of 871.00’ + 2’). Front Flood Shape: The required lowest entry elevation for the front portion of the structure is 877.20’ (1% annual chance event elevation of 875.20’ + 2’). The new basement low opening will continue to comply with the minimum low opening requirement established for the property. August 26, 2020 PLANNING COMMISSION Kris Aaker, Assistant City Planner This is a return variance application approved by the Planning Commission on March 11, 2020, for a 2.6-foot first floor height and an 18.2-foot front yard setback variance to construct a new home at 4209 Crocker, case file B-20-5. Information / Background: STAFF REPORT Page 2 An 18.6-foot front yard setback variance was also approved to maintain the existing front yard setback of the previous house, (with the average front yard setback for the block at 56.9’). Keeping the house at the previous front yard setback allows for stormwater mitigation in the back yard. Existing Site Features The property is within flood hazard areas. The home’s basement will be elevated out of the flood zone to an increase from 870.04’ to 871.58’. The first-floor height will be increased a total of 3.6’, however, the maximum allowable over-all height measured from average existing grade will comply with the height restrictions. The maximum ridge height from grade allowed is 36.25 feet, with the new home ridge height from existing grade at 32.6 feet, (3.65 feet lower than the maximum allowed). The regrading of the site will enhance flood plain mitigation area in the back yard to address flood issues. The previous home was nonconforming regarding front yard setback at 38.7 feet from the front lot line. The required front yard setback for the property is 56.9’ feet which is the front yard setback of the average along that side of the block between intersections. The new home will be 38.7 from the street right of way, in the same location as the previous home. Pushing the home farther back into the lot affects the design of the flood plain mitigation. Grading & Drainage The Environmental Engineer has reviewed the application and submitted comments as attached in their memorandum. Engineering’s comments regarding stormwater mitigation are as follows: The site drains to Crocker Ave and to a landlocked basin in the backyard. Existing drainage paths are generally maintained. A suspected existing emergency overflow path from Crocker Ave via the south property line is proposed to be eliminated via an increase in grade. While the proposed footprint of the structure is extended into the backyard, the net storage in the backyard is maintained via a depression in the backyard. City of Edina Building Policy SP-003 requires no net increase in risk and a stormwater management plan with mitigation measures. The existing and proposed drainage area maps (dated 6/3/20) indicate that the net impervious surface draining to the backyard decreased from 1444 to 1362 square feet. Thus, no additional mitigation is required. The Engineering Department supports the front setback variance due to the hardship of having to maintain significant flood volume in the landlocked basin at the rear of this lot. Pushing this home further backward into the lot may not be possible due to the storage need. STAFF REPORT Page 3 Compliance Table *remains the same as previously approved* City Standard Proposed North Side – East Rear - South Side – West Front – 10 feet 25 feet 10 feet ***Existing 38.7 Feet /56.9 feet required 12.2 feet 51.7 feet 10 feet 38.7 feet* Building Coverage 25% 18.6% Basement Elevation First Floor Elevation Building Height ***Existing 870.04 / 871.58 Min 873’ Min low Opening ***Existing 877.67/ 878.67 Max 36.25 Feet 871.58’ 873 881.27’* 32.6 Feet *Requires a variance ***Existing condition PRIMARY ISSUES & STAFF RECOMENDATION Primary Issues • Does the proposed new home meet the criteria for approval of variances with a first floor elevation higher than the existing home while maintaining and existing nonconforming front yard setback? Staff believes the proposal continues to meet the criteria for a variance to allow the first floor elevation 3.6 feet higher than the existing home with a variance of 2.6 feet and an 18.2 foot front yard front yard setback variance as approved on March 11, 2020 by the Planning Commission for the following four reasons: 1. The proposed use is permitted in the R-1 Single Dwelling Unit District and complies with zoning standards, with exception of the new 1st floor elevation height and matching the existing front yard setback. The proposed home design elevates the lowest level of the dwelling two feet above the 100-year FEMA flood elevation of 869.58 removing it from the flood zone. It is a goal of the STAFF REPORT Page 4 city to remove flood prone properties when given the opportunity from the flood plain since many homes in Edina were built prior to the first flood plain study conducted in 1979 and are nonconforming with basements lower than the flood elevation. 2. The variance allows the new home to be elevated out of the flood zone and maintain the required distances from the neighbors to the north and south and maintain the previously existing front yard setback. It provides the required elevated basement while still complying with the maximum allowable height as measured from existing grade. The existing home is nonconforming regarding front yard setback. The new home will match the existing nonconforming front yard setback and will avoid affecting flood mitigation in the rear yard. The home will comply in all respects with the exception of the 1st floor height and existing nonconforming front yard setback. 3. The proposed home design reflects the character of the neighborhood. The maximum height from existing grade will conform even given the increase in 1st floor elevation. The home is appropriate in size and scale for the lot, will be well under the maximum allowable building coverage and will be similar to surrounding properties. The new home will be an improvement to the existing flood zone conditions. Staff Recommendation Staff recommends approval of the variance request, subject to the findings listed in the staff report above, and subject to the following conditions: 1. The site must be developed and maintained in conformance with the following plans: All resubmitted plans date stamped July 26, 2020 2. Compliance with the conditions and comments listed in the Environmental Engineer’s memo dated: July 28, 2020. Deadline for a city decision: September 23, 2020 Edina, Hennepin, MetroGIS, Edina, Hennepin, MetroGIS | © WSB & Associates 2013, © WSB & Associates 2013 4209 Crocker Avenue August 12, 2020 1 in = 50 ft / Address: 4209 Crocker Ave So. Front yard Set-back Variance 1/27/2020 I'm also requesting to be able to build our new home in the exact front yard setback as the current house is placed...this would be 16.2 ft. ahead of the average setback on the street. This would allow the new house to be out of the area that will be designed to hold all the neighboring over-flow water. Update 7.24.2020 Do to enormous cost of the original approved design which was to use 12 very large storage pipes buried in the back yard, we were forced to go with plan B removing those large pipes and making the entire backyard a true rain garden. The original design as you will notice on the survey shows those large tubes along with the rain garden forcing the house to be held forward in order to meet the city & watershed district requirements This backyard water mitigation requirement left us no choice but to originally apply for a front yard set-back variance which was approved The redesign doesn't change anything with the house position or height it just simply allows us to remove the large storage pipes which then would allow enough space for us to increase the size of the rain garden in place of the pipes to meet the city's requirements for water storage Now what we are asking to do is for the planning commission to review and approve our redesign of water mitigation system in the backyard that was designed by MTM Environmental and reviewed and approved by the city engineering department. By approving this request it would assure us that we wouldn't experience any financing issues do the enormous cost of the pipes. Thanks you for your consideration Mike Lindor Builder MJL Homes LLC PLANNING DEPARTMENT Ai_ 2 9 2020 CITY OF EDINA DATE: July 28, 2020 TO: Cary Teague – Planning Director FROM: Zuleyka Marquez – Graduate Engineer RE: 4209 Crocker Avenue - Variance Review Memo, Revised The Engineering Department has reviewed the subject property for street and utility concerns, grading, storm water, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. The proposed Site and Grading plan revised 07/15/20 was reviewed for the for the changes proposed in the backyard by the builder, specifically regarding the method of floodplain mitigation. Grading and Drainage The site drains to Crocker Ave and to a landlocked basin in the backyard. Existing drainage paths are generally maintained. A suspected existing emergency overflow path from Crocker Ave via the south property line is proposed to be eliminated via an increase in grade. While the proposed footprint of the structure is extended into the backyard, the net storage in the backyard is maintained via a depression in the backyard. Stormwater Mitigation City of Edina Building Policy SP-003 requires no net increase in risk and a stormwater management plan with mitigation measures. The existing and proposed drainage area maps (dated 6/3/20) indicate that the net impervious surface draining to the backyard decreased from 1444 to 1362 square feet. Thus, no additional mitigation is required. The Engineering Department supports the front setback variance due to the hardship of having to maintain significant flood volume in the landlocked basin at the rear of this lot. Pushing this home further backward into the lot may not be possible due to the storage need. Floodplain Front Flood Shape: The required lowest entry elevation for the front portion of the structure is 877.20’ (1% annual chance event elevation of 875.20’ + 2’). Rear Flood Shape: The rear yard of the site is landlocked for the 10% annual chance event. The required lowest floor elevation is 871.58’ (10% annual chance event elevation of 869.58’ + 2’). Provided that the overflow path from the Crocker Ave is eliminated, the required lowest entry elevation for the rear potion of the structure is 873.00’ (1% annual chance even elevation of 871.00’ + 2’). The proposed elevations meet these requirements. Erosion and Sediment Control An erosion and sediment control plan is generally consistent with City of Edina Building Policy SP-002. Street and Curb Cut A driveway entrance permit will be required, as the applicant proposes to relocate existing curb cut. Note, the maximum width at the curb line of the street shall be 30’ exclusive of returns. Crocker Ave is scheduled to be reconstructed in 2022. Bituminous roadway patching Standard Plate 543 applies. Public Utilities Water and sanitary sewer are served from Crocker Avenue. Per City of Edina Building Policy SP-024, a one- inch water service line is required from the curb stop to the dwelling. O ther Items A Minnehaha Creek Watershed District permit will be required. A final grade as-built survey and inspection will be required to verify compliance with the approved stormwater plan. A retaining wall greater than 4-feet is proposed, submit drawings, cross-section and calculations prepared and signed by a Minnesota licensed professional engineer and apply for a retaining wall permit. No records of a well onsite. The original home was constructed in 1955 and water main was installed in 1938. 4209 CROCKER AVENUE PLAN NNFORMATION: PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA SHEET INDEX: C COVER Al FRONT ELEVATION A2 REAR ELEVATION A3 SIDE ELEVATION A4 SIDE ELEVATION A5 ROOF PLAN A6 PIER LAYOUT A7 FOUNDATION PLAN A8 FINISHED BASEMENT A9 FIRST FLOOR PLANS Al 0 SECOND FLOOR PLANS Dl SECTION THROUGH GARAGE D2 SECTION THROUGH HOME D3 DETAILS D4 DETAILS RI RADON DETAILS SI FIRST FLOOR WALL BRACING S2 SECOND FLOOR WALL BRACING S3 WALL BRACING DETAILS INSULATION: 1. ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF R-20. 2. ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF R-49. 3. ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR CANTILEVERED ARE TO BE INSULATED TO MIN. R30. SHEETROCK/GYPSUM BOARD: 1. ALL CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. ALL WALLS ARE TO HAVE GYPSUM BOARD UNLESS OTHERWISE NOTED. 3. GARAGE CEILING AND WALLS THAT ADJOIN 5., HOUSE WALLS ARE TO BE ijGYPSUM BOARD PER CODE. DOORS & WINDOWS: 1. ALL WINDOWS AND DOORS TO BE DOUBLE PANE GLASS PANELS WITH LOW-E RATINGS. 2. ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE TEMPERED PER CODE. 3. ANY WINDOW ABOVE A TUB/WET AREA MUST BE TEMPERED PER CODE. 4. ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED PER CODE. 5. WINDOW GLAZING MUST BE AT LEAST 18" A.F.F. WHEN WINDOW IS ABOVE 6' FROM GRADE. IF WITHIN 18", WINDOW MUST BE TEMPERED. 6. ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL HEIGHT NOT TO BE GREATER THAN 44" A.F.F. 7. WINDOWS WITH SILLS WITHIN 3' OF THE FLOOR THEY SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A FALL PREVENTION OR OPENING LIMITER DEVICE PER CODE. MECHANICAL & ELECTRICAL: 1. ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO BE VERIFIED AND INSTALLED PER CODE BY APPROVED TRADES AND INSTALLERS. 2. HVAC CONTRACTOR TO VERIFY LAYOUT FOR DUCT-RUNS BEFORE INSTALLATION, IF MODIFICATION IS REQUIRED, REPORT INFORMATION/CHANGES TO CONTRACTOR & LITTFIN DESIGN. Him H 0 O ovesi.- . CODE INFORMATION: SINGLE FAMILY CONSTRUCTION TYPE IRC-1 -2015 MINNESOTA STATE RESIDENTIAL CODE -2017 NATIONAL ELECTRICAL CODE -2015 MINNESOTA STATE MECHANICAL&FUEL GAS CODE -2015 MINNESOTA STATE FIRE CODE -2015 MINNESOTA PLUMBING CODE SOIL TYPE: DESIGNED WITH 2000 PSF SOILS, ALL FOUNDATION CONSTRUCTION MUST FACTOR IN THIS AT A MINIMUM. WIND EXPOSURE: DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS AND WIND GUSTS OF 90 MPH PER 2015 MN RESIDENTIAL CODE REGULATIONS. GENERAL NOTES: -ALL FOUNDATION WALL STRUCTURAL INFORMATION USED TO CONSTRUCT THE FOUNDATION SYSTEM IS TO BE ON SITE WHEN POURING OR BUILDING WALLS. -ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE TO BE BUILT PER I-LEVEL SPECIFICATIONS. -ALL MANUFACTURED FLOOR & ROOF TRUSSES ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. -ALL MANUFACTURED FLOOR & ROOF TRUSS SPECIFICATIONS ARE TO BE ON SITE DURING INSTALLATION. -WINDOW SIZE NOTES (EXAMPLES): -SH3050 EQUALS SINGLE HUNG 3'0" BY 5'0" -FX2646 EQUALS FIXED 2'6" BY 4'6" LITTFIN I DLSIGN E 11 O c? .9, ,4 Ak-, 0 U 0 d .1 O ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS S DESIGNS TO RE VERIFIED BY CONTRACTOR MICR TO CONSTRUCTION. °PENSIONS TO BE VERIFIED, REVIEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY DE SIONEFVENGINEER. DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUC ION DEFECTS AND OR EXISTING ISSUES CURRENTLY OR SITE. PLANS TO BE REVIEWEVAPPROVED PER LOCAL BUILD NO OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA. MN INITIAL DRAW DATE:9.9 19 DRAWN BY: LD CURRENT DATE: 3-17.20 RENSION DATE REV. GRADING/BOAT 1127/20 PIER INFO ADDED 3/17/20 C COVER SHEET FRAMING NOTES: 1. ALL EXTERIOR WALLS TO BE 16" O.C. WITH A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 2. WALL FRAMING SHALL BE S.P.F. STUD GRADE OR BETTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL HEADERS SHALL BE PER PLAN 4. ALL EXTERIOR HEADERS SHALL HAVE (1)2X6 BEARING STUD & (1) 2X6 FULL HEIGHT KING STUD ON EACH SIDE U.N.O. (REVIEW PLANS) 5. ALL INTERNAL HEADERS & BEAMS SHALL HAVE (1)2X6 OR (1)2X4 BEARING STUD ON EACH SIDE U.N.O. 6. EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL CONSISTING OF ORIENTED STRAND BOARD (OSB).-ALL FLOOR AND CEILING SYSTEMS TO BE CHECKED AND DESIGNED BY THE DESIGNATED MANUFACTURER. FLOOR PLANS TO BE ON SITE. 7. HEADER SIZES ARE TO BE USED PER PLAN AND DEVIATION FROM ANY SIZE MUST BE APPROVED BY DESIGNERS. 8. PRESSURE TREADED WOOD IS TO BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE AND AT 2X6 MUD SILL. TREATED MEMBERS TO BE S.Y.P.#2 OR BETTER. 9. FOR OPENINGS IN EXTERIOR WALLS (OR WALLS W/ LATERAL LOADING: a. 0'-0" - 4'-0" = 1 JACK STUD b. 4'-0" - 8'-0" = 2 JACK STUDS c. 8'-0"- 12'-0" = 3 JACK STUDS d. GREATER THAN 12' = CONSULT ENG. 10. POSTS CALLED OUT ARE NUMBER OF TRIMMER/JACK STUDS REQUIRED PER SIDE OF OPENING. CONCRETE NOTES: 1, ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED PER SAFE HAVEN ENG. 2. FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THAN 3'4". 3. REFER TO STRUCTURAL PAGES FOR ADDITIONAL INFORMATION REGARDING RE-BAR/ETC. 4. MIN. 5000 PSI CONCRETE ALL FOOTINGS GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS, 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 311. 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA TOR Ci SECCEAD RDCR PL F LETHRCOF TOP OFJ101.1/A024 DOD OP OF EIA.ELIDLLEIOITILS _MOM ILEDATIGLIALAU FAIATCF/DEATOTIEBA VAT BRO1103/PiallATE *WIRES& FL 0 FRONT ELEVATION tw=1..0. MOT \ \ ..... \ rR 1 A: 111A: MED 7 OB vceorcu stoma* 0 2' 8' SCALE: 1 /4" = 1'-0" TOP ELG4GCC Fcareic HIGHEST POINT/PEAK: 907.6 BOILIDDIRITEA BITAR 11111111 ELOI2L5I,S101 &ADIATIRD11161 TBEDI 10.11BABOR P"M"porm.,...1 RET CFRIAAT.110/11148 YIRECASTO? KR tL FLOOR SESIEII TOP EFS FFLO RP IATE RAST ROW KR ligHT LEDLTRIEEISE real r Tae 600r131101AITEY IL airwaira 4"11110 leltart -- 'ut-lig; ICE Ci %C010 FLOW PLATE COQ FLOW KR BEI041 TECBTRBARSE Itamegx IDIFOROMITB150,11 CPS (VM ICAPACCECOIBIfiE IRIOITIVSAML LITTFIN rwsir;N: 1 O U 1 1 X o U 0 = 0 1 3 tir 6 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS & DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. MIA ENSLONS TO BE VERIFIED REVIEWED DURING CONSTRUCTION . ALTERATIONS TO BE REVIEWED BY DESIGNE RENGINEER DESIGNER IS NOT REAPONS I BLE FOR TRADE ERRORS. CONSTRUE 10/I DEFECTS AND CR EXISTING ISSUES CURRENTLY DI SITE PLANS TO OE REVIEW EDIAPPROVED PER LOCAL BUILD NG OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:9.9 19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV, GRADING/85MT 1127/20 PIER INFO ADDED 3/17/20 Al FRONT GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 611 OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 311. 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA '90R1 FIABOATIC41 POP OLLOCA. 4810112C IFVF40180 162i-R201 /4157TKE1 4070454 MOP MOO ARAI VCR 1304 WON 10? CF 111.9011.70011AC TOP CF BAZIDIT FM -FEE7.117019 MON FlOOR SYSTEM TOP CO TOP Cf .0,,i.ATE PM/ 111111E11 111 111111111111111111 rFAMAYI CSANIO rFRFE CR CA 1CP Cl IST Ft rmscum 11407X10 1C0 CF Han) 8.00R PLA SO r s g04 1t 1. KNOB TIP CO 22 FL 101 CO DIS1 CA FL M OOR E Pt CLIELPI FAST FLOOR YER HEA217 0A.ES§-00-TED TOP OF 100101 EAU 10/,1311 BOR DII 12 INCHES 12 10ASCRN 01405110 ALI 1/112X0M51EOMS 7FAX1111 P/POONIFO MEE TRW /0 Cl %COO ROOK RATE %CCPAO Ft IF KR SCOUT ONE ' 1810181RPSE 35 IDE ea. 1TTRIPESEII BOW 1/4' .= 1AOT O REAR ELEVATION 8' SCALE: 1/4" = 1'-0" [Fill! N 111 `.1( .J X 0 co? .t.,' X 0 c..) 0 @ . 0 0 A. t . g en ALL PLANS 8. DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS & DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 011E11510NR TO BE VERIFIED/ REVIEWED DURING CONSTRUCTOR . ALTERATIONS TO BE REVIEWED BY DESIGNER/ENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS ARO OR EXISTING ISSUES CURRENTLY CII SITE. PLANS TO BE REWEINEDAPPROVED PER LOCAL BUILD NG OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:9-9-19 _ DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BRAT 1/27/20 PIER INFO ADDED 3117/20 A2 REAR JUL 2 9 2020 CITY OF EDINA CP CE SECOND EATER PLATE TOP Of_g_COLE ROA Pl. TOP CP 2/0 ft S151111 CF 30 FLOOR SISLEY FEST EON PLATE I I' rFAXIAW TOP OF FAST FLOOR KAT 4.041:0.4M aiEglisso SKRT MAT LECESSD5TE0 rroskr4 64604 LB 6 MEE -r7 TPAI PIN 4.111.11 ODIC SALAD 1.65I0J617 DFAST1116 SECOND FL hag h17041 07EILYEZ SCORE TAOG ODA 1001T 'MCP FILOADAILOP ISEMOOSETIE ARECTR0119 &WOW P0516.6011 71kFCASICAP SIDE `Mei TOP OP CU ATE aDiela 0 RIGHT ELEVATION 1/4. = 1%O. CROMPAIIG4113 EVE ET -107.ADL L 107.AIEBB RBB IVY ERR 0 2' 4' SCALE: 1/4" = 1 .-0" TOP CEIDLA TOP OfL131SCODIT FOOPPG PLANNING DEPARTMENT GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. LII FEIN ;'fr!',«;i.•: 11 X o Y „sZ 11 5 o Q 0 X N 11 111 4 g ,.., ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS U DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, DIMENSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION • ALTERATIONS TO SE REVIEWED BY DESIGNERENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS AND OR OUSTING ISSUES CURRENTLY Oil SITE. PLANS TO BE REVIEATECCAPPROVED PER LOCAL BUILD '10 OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN NITIAL DRAW DATE:9.9-19 DRAMA BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BOAT 1127/20 PIER INFO ADDED 3/17/20 A3 RIGHT SIDE KNOW 1/4IDI5E+0 NiiT.017011 IBC Y MADCAP STDETD/Bat 12 INCHES,. 61/31111 MOB BO IIHOHE REAR rfitEn----H" ViSSOIN ft/3111Bff0 TEEINEETT TOP If 'MR TCP FIE 4001 FIAMT 11101 FLOOR IER HOCNT 1/ WADI AiscrOm r won to PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA 12 INCHES 2 1 ` I W TCP tt K01.0 FT.St_T IT RATE R /ER HOTEL TTISTRAILSE KomuotArastm DECAY FOLIOBBEC nal BRED FIN (MI 11111111111111171 Ff 1111111 IJ TUT IST FL STEIN f rammer mar ,,,12 INCHES OF FITST 110ER PLATE gL/ITIB IER HEICHT rErrabzra IN DITTOCEOTRATNE OVOTTPZPVICt 1(11 CE 1 T BOOR 511ID1 OCP Cf LOTITCUT WALL KR HOW FQATJN TOP If tAltailyriNG 177/OLHFCCIUM IALTCESIGITMANEL PERETTEWG/FOU001 FOET(11701) INV = V-0. Ci) LEFT ELEVATION 0 SCALE: 1/4" = 11-0" A ' 1;- LITTFIN I Intilr ; i'-: WEBSITE: LITTFINDESIGN.COM EMAIL: MIITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS 8 DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS A DESIGNS TO OE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. EMULSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION • ALTERATIONS TO PE REVIEWED BY OESIGNER/ENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS AND OR EXISTING ISSUES CURRENTLY CFI SITE. PLANS TO BE RE1IEWECTAPPROVE0 PER LOCAL BUILD NG OFFICIAL PR/OR TO CONST RUC nom. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY EDINA, MN INITIAL DRAW DATE:9.9 19 DRAWN BY: LD CURRENT DATE: 3-17-20 REVISION DATE REV. GRADING/BSMT 1127120 PIER INFO ADDED 3117/20 A4 LEFT SIDE GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. Vt LL El 6 TYP Cu El NOTE: ICE AND WATER BARRIER @ BOTTOM 6' OF ALL ROOF LINES, EXTEND BARRIER MIN. 3' ON EACH SIDE OF VALLEY, COVER ENTIRE FACE OF ROOF SADDLES. VERIFY ADDITIONAL LOCATIONS OF ICE AND WATER BARRIER AS NEEDED IN FIELD. T-0" TYP 6" TYP 6 TYP N • 6' TYP CU L-1 CL t o - _J (1! o_ CU 7.0 RADON -OUT '-' 0_ O PITCH CHANCE RJ l' 6" TYP 6" TYP 9 NC Cu A, LT A les VY PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA 6' TYP CU 1-l-1 tir) El (UCu (5L2 SLO PE 7 0' TYP CU 1 a :12 SLOPE SNE) 0 TYP L J "hP R1131:=WI:IGEW1==-- 16" TYP 6" TYP 9 6" TYP 4- RITGH-GHANGE Z-0" TIP ROUNDED ROOF AREA P_ER_FXIERIIIRS Cu J 1/.3' 0 2' 8' SCALE: 1/4" = 1'-0" C) ROOF PLAN GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. C LIT -FINI DESIGN Z 0 c? A 1 1 Z 0 U o = @, . 0 f a g ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS& DESIGNS TO BE VERIFIED BY CONTRACTOR FELOR TO CONSTRUCTION. DIVERSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY OESIGNER/ENGPIEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS ANO OR EXISTING ISSUES CURRENTLY O. SITE. PLANS TO BE REVIEWETYAPPROVED PER LOCAL SUED NG OFFICIAL PRIOR TO CONSTRUCTION. I DRAWING TITLE F CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY EDINA, MN INITIAL. DRAW DATE:9-9 19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BRAT 1127/20 PIER INFO ADDED 3/17120 A5 ROOF 9,6 1F' 48,41 112. 7461/2• 78 1P2' 9.81/2• 89,4" 1 1 GRADE OEAA ILS 11ORAtiE13151.3. GRADE I • 1 I EGA GRACIE ITEA1111 GRA/36E1W 1 GRADE 13 EAM ' 2 ' GRADE BEAM 16,21 GRADE BEAM'/' 10,10. GRADE BEAM •IF SLABS 31 .31 24,1). GRADE BEAM'S* SEX 211( NOTE 1 DOFFMISET PIERS 9' FROM CENTER OF WALL ALTERNATE AS SHOWN AT GRADE BEAU '2' LOCATIONS. ft L 461E 2 O r 3,4 NOTE IJ 34,01 1 0 2' 8' SCALE: 1/4" -= 1.-0" OFOUNDATION PIER LAYOUT PLAN SCALE: = 18,0' r- r L GRADE BEAM 'IF 9,10 MY L GRAPE BEAW I' L 4,1 112' ?J. GRADE BEAM 2' SOK DE BEAM 11 • --- Do S. CONCRETE SLAB OVER 6 MIL VAPOR BARRER W! NI'S 11) s 0.0. LCNG. & O.C.IN' TRANS.. IAN, CENTER REINFORCEMENT IN SLAB CTIA—DE BEAMS* 1 33,1` 10 86,01 NOTE 1 fAK NO 1/2' I I% • 2 O GRADE BEAM • 11 SLABS 49 CONCRETE SLAB OVER 6 MIL. VAPOR BARRIER W/ AS QS. O.C. LONG. 18.0.C. TRANS_ MIN. CENTER REINFORCEMENT IN SLAB 21,5 1/2• ti J —GRADE B&W .1 GRADE BEAM 11,0` 21,11' GRADE BEAJA .1. BAK SOIL -3,12 -I SLABS S. CONCRETE ALAS OVER TE MIL VAPOR BARRIER W/ 14'S 411 6. O.C. LONG. IS' O.C. TRANS., MIN. CENTER REINFORCEMENT IN SLAB GRADE BEAM / FORTIN", SCHEDULE GRADE BEAN 18.% RV CONCRETE GRADE BEAM WITH REBAJE DESIGN ON SAFE HAVEN DETAIL 10 ON PAGE S2.1 OF SAFE HAVEN ENGINEERING. GRADE BEAM •2•1 36'318' CONCRETE GRADE BEAM WITH REHAB DESIGN ON SAFE HAVEN DETAIL II ON PAGE S2.1 OF SAFE HAVEN ENGINEERING. GRADE BEAN 18•BIEPX113' CONCRETE PAD 2 POSTS PER SAFE HAVEN DETAIL 12 ON PAGE 52.2 OF SAFE HAVEN ENGINEERING. NOTE I, ALIGN HELICAL PIER WITH POINT LOAD ABOVE. OTHERWISE, SPACE AT EQUAL DISTANCES BETWEEN HELICAL PIERS. OR AT GRADE BEAM INTERSECTIONS, TYP. PLANNING DEPARTMEN- JUL 2 9 2020 CITY OF EDINA 0 vlo r-36K I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. SIGNATURE: PRINTED NAME: Derek 0 Phillips DATE: 3/17/20 REG. NO.: 47507 SAFE HAVEN SE PROJ, it: 19439 0 NOTE 1 SOK. —EOM 24K szorr- — Sac-- NOTE: OFFSET PIERS 9' FROM CENTER OF WALL ALTERNATE AS SHOWN AT GRADE BEAM 121 LOCATION& GRADE BEV.1 .11 GRADE BEAM •P • 1614 • 1514 36,13• NOTE 1 LITTFIN I DESIGN 11 8 . z,,, .,-..., 1 X 0 u 1 , . il ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS A DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. DIMENSIONS TO BE VERIFIED, REVIEWED DURING CONSTRUCTION - ALTERATIONS TO BE REvIEWED ST DESIGNEFRENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS AND OR FORTING ISSUES CURRENTLY ON SITE. PLANS TO BE REVIEWEINAPPROVED PER LOCAL EUILDNO OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN 'INITIAL DRAW DATE:8.9-19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BSTAT 1127120 PIER INFO ADDED 3/17/20 A6 PIER LAYOUT I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stale of Minnesota. SIGNATURE PRINTED NAME Derek 0 Phillips DATE: 3/17/20 REG. NO.: 47507 SAFE HAVEN SE PROJ. U: 19439 LITTFIN 1 DES I( 1 ,.. . ..". 1 1 1Z... X o Q. = 0 11 t1 6 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PUNS & DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION CAMENSIONS TO SE VERIFIED/ RENEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED SY DESIGNER/ENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS ARDOR 041541310 ISSUES CURRENTLY ON SITE. PLANS TO BE REVIEWEINAPPROWDPER LOCAL BOWING OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA. MN INITIAL DRAW DATE: 9.9-19 ORAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BSMT 1)27)20 PIER INFO ADDED 3/17/20 A7 FOUNDATION GRADE BEAM / FOOTING SCHEDULE. GRADE BEAN "I'. !BIM' CONCRETE GRADE BEAM WITH REBAR DESIGN ON SAFE HAVEN DETAIL 10 ON PAGE 52.I OF SAFE HAVEN ENGINEERING. GRADE BEAR '2'. 36'X18' CONCRETE GRADE BEAR 411TH REBAR DESIGN ON SAFE HAVEN DETAIL II ON PAGE 52.1 OF SAFE HAVEN ENGINEERING. GRADE BEAR 18.4(18.X18' CONCRETE PAD e POSTS PER SAFE HAVEN DETAIL 12 ON PAGE S2.2 OF SAFE HAVEN ENGINEERING, PLANNING DEPARTMENT JUL 2 9 202U CITY OF EDINA INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER IOC COOT SECTION 302.12, MIN. 1• GYPSUM BOARD (OR) r STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 204 MIN. MATERIAL. PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE 0E1050 sosT. -SEPARATE INTO EQUAL SPACES. NOTE: ALL STAIRWAYS (DRERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LONGING PER CODE. NOTE: SUPPLY CONT1NOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR I INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HAKORAL TO CONTINUE. NOTE: 4.4,°:3.P3133•34•334•4•23f, INDICATES INTERIOR SEARING WM-L.16'0.C. STUDS 0 110V, inucceoccito SYNE DETECTOR (33' VacniNZETTErg toteo 034AUST FAN NOTE: ? GYPSUM BD TO BE APPLIED TO UNDERSIDE OF STARS PER CODE O FOUNDATION PLAN SCALE The = 1,(1. 0 2' 4' 8' SCALE: 1 /4" = 1.-0" 2012 P.T. LEDGER BOARD SECURED INTO HOME. VERIFY THAT LEDGER BOARD IS ATTACHED TO HOME 1.1/ ? DIAMETER LAG TYPE BOLTS SECURED INTO SOLID FRAMING OR EQUAL PER CODE. 2)02 P.T. LEDGER BOARD SECLRED INTO HOPE. VERIFY THAT LEDGER BOARD IS ATTACHED TO HONE / DIAMETER LAG TYPE BELTS SECURED INTO SOLID FRAMING OR EQUAL PER CODE. 16,0" 6,0' 48,4" •6112' 9,61;2• 9,8 WY 9,6 1/7' 9,61/7 .t 1_ i. r -1 GRAD I I 4,6' 11 .E. DPI W2 FLU —r-M-°- or T 2° 2 fluStiffl, (3)P1 2/03 113/9( -3' GRACIE BEAN 'S• GRASIE BE XIA 'II GRADE8E4'7 -r41---0, . )PT 2012 HU.. 4-11117— 7 2012 FLUSH oemie eextrr GRAEIE -3. Iti Ion 1 I I 1 To L -14. 1_ I I 1 I4—iLr 01'.;"4 •"...".3 g § I? !v A NUB 'X f0.12 °ITV (CCX EMI IFS MT BE DM CDROM PMH DIG Ell OE torn 1 g r). q 1 `I 11.11111W.I VIM 110 FEET IF UM DO CE H 110001. WV. V% n Pr" 28,4' g . 1 I a • 4'4 A. a. —aIt'llE BEAM V2' 3, .,.. st, "-lilt -I LJ . AL -- , Jr 1 721 ,Ir I II 6,6' 9,6. '2 8,10' 8,10' 8,4° / 1--___ _ _ ._____ _ _ l• WP0340411413A13--- - - — FR t0 OM POST In +AI - _J i NA,......... MIN. 4 DIA. FTG DRAIN TILE GRANULAR BASE I- REM — - - W/ 7 LON. & IPI, N. GRANULAR COVER Mar i-ir 6036 SU 6 SLIDER 4., IN' RR 1ti r G BEAM '7 L --1.. -, n•2 yGRAD BE,,,,F. i u -....- _ _ ...,,,,,,,,,,,, a_ I 14633X3)(1/4" STEEL POST, r __ _ ______-... I i BRA CED AT IST FLOOR DIAPHRAGM 14 24,3 1A' 29,0 3/4. _ , MIN. 4' DIA FIG DRAIN TILE W/ 2. MI N. GRANULAR BASE m 68' MIN. GRANULAR COVER wn . f: GRADE BEAM • V C i LI - t •N., r 41 RAD II 2 1. 'H IN BRACED AT IST FLOOR GRADE BEA1.1.1. --) L POST, DIAPHRAGAI C \ .- HS$4201X114. STE J GRADE BEA1.4.1. I 1 I I - 1 1 :" I 1.r 12 7, 'F.I MIN.4" 151 2' MI a a• MIN t ® P IA DRAIN TILE . G• LIAR BASE .- G LAR COVER g h V §g .1 6- 'i C J HOU - E SLAB J .41 C J - g 'Ll 1,6 1/2' . W CONCR 6 MIL. VAP OVER ACT COMPACT ILL C 36,8' J I !? 6 GRAD-EWE:AI:e I'lf:2216°1 - - - -1--- - — - - GRA,--E REAN:1...----. - — - ... ---- — - - _, 11 2-' I ii ii/ II '9 II : r IILIKk8/44;04,4,4% _J I 11 :,. GRADE atm( • I' %AA/ (4)18' "cc La. SIF.AffiLDS31 GRADE SEM '1° (4)0 2.0E LA. BEAU CROPPED %%or li I 1 I - ----'.--- --*--- -- - ---'÷-P-__ Z. /1 , 4 _&41-1/22 _ NE, ;ILK _ _ _ .-EGIILIW.1. Ilk 3.149" J 34,0" 3,4' -A. iN , C J 8' VIDE B' 12' 4 C , J 11 TRUSS SYSTEM AWL LL TALL BEAM POCKETC J MIN. 4' W/ 7 YIN. Mk FTG DRAIN TILE GRANULAR BASE J & r MI . GRANULAR COYEFt 4' SLAB LEDGE 2 / >< 111) „_`? I b § 0 22 '`. A. .• Gi R TO kw < 1 : FOUNDATION HEIGHT STEP LOCATION • GARAGE WALL HEIGHT 6 PER CROSS SECTION .. i I 4' SLAB LEDGE ORADE eum .1' r'S GRADE BEAM' r '9 gi '..1 18,6' • o 82 U I IGF Zi c g . CONC SLAB .. h _ --- - - - - P;Mkria46cFmExT E g „.,..),—.2 4,--, ; a. COANAC TEO nu j : L°' , , --*AfrkG— -A-.' —V-- 1 GRADE BEAM °V 0' 0, c J .4 - , 124. , • ' , , , ,,-.1.4.,,,,,,,-/./_/ A../ b , 1.._-, r o C J ,,,i ) r GRADE BEAM •I• v, I rd / 5,0"M 4' SLAB LEDGE l'" 51 16,4° 10,8' : 81 41 I: • 0 :tura 4' SLAB ID DEPRESS 661 STOOP ° 4' SLAB LEDGE f 1) I T/VALL EL • (:: (TT_ _ _ _, 4 ( CONC. RAB OVER 4 '''' LI) 1-17. r ' b 4' IAN. GRAKULAR FILL C J "" 4 - F4, E7741-1 !'ice- DEPRESS I/VAI I L = .T.T EL - 4' SLAB LEDGE , -I ,I° //.14.4 4 .', 1:§ / / r GRR5- Et -,-- '71GRADE B I'D '-4. ;I J hi t1" SLAB EL ..4 i, re _.0.- _0'.../72/ZiZiZi=e .1.4',/ .r z‘A - 140,- II"' 1”0.--GRADE 808.1 I" -I V I - GRACE 609- 1r - If • 311 FOR EASE OF UNDERSTANDING, GRADE S CONSIDERED OW ON • THIS FOUNDATION PLAN, ma. 'f° ('.41/2' L ..E.:L,,' 1)11 NI FOUNDATION HEIGHT 33,1" STEP LOCATION- 21•.11' 11,0° W.H.M.4k WALL TIMINN PER CROSS SECTION • GENERAL FOUNDATION NOTES: 1. FOUNDATIONS TO BE POURED PER SITE SOIL CONDITION. 2. ALL REINFORCING IS TO BE INSTALLED PER IRC REGULATED STRUCTURAL DESIGN BY CONCRETE TRADES. 3. PROVIDE 2" ANCHOR BOLTS EMBEDDED 8" MIN., SPACED PER CODE AND 12" MAX FROM EACH END OF SILLPLATE, MIN 2 PER SILL. 4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSIST OF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS. 5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESS NOTED OTHERWISE. 6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OF DRAINS. 7. ALL WOOD MATERIAL CONTACTING DIRECTLY TO CONCRETE MUST BE TREATED OR DESIGNED TO CONTACT CONCRETE. 8. STEP FOOTINGS PER PLAN SPECIFICATIONS. 9. PROVIDE DRAINTILE AROUND PERIMETER AS SHOWN. LATERAL SOIL PRESSURE ASSUMED TO BE 45 PSF/FT. -WINDOW & DOOR SIZE NOTES (EXAMPLES): —SH3050 =SINGLE HUNG TO" BY 50" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" —2868 @ DOOR =2'8" WIDE BY 6'8" TALL —2880 @ DOOR =2'8" WIDE BY 8'0" TALL STRUCTURAL NOTES: 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL. 4. BLOCKING © ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE 1" NOMINAL (OR al") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"0.C. @ FIELD. 9. FLOOR DECKING TO BE i" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/ 12" O.C. @ FIELD (CODE MINIMUM). 10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. LITTF1N 1)1 SIGN WEBSITE: LITTFTNDESIGN.COM MALL: MLITTFIN@HOTMAIL.COM PHONE: 320-224-7E44 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS & DEM. TO 86 VERIFIED BY CONTRACTOR MORI) CONSTRUCTION. DIMENSIONS TO BE VERIFIED( REVIEWED DURING CONSTRUCTION- ALTERATIONS TO BE REVIEWED BY OFSIGNERENGINEER DESIGNER is Not RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS MOOR EXISTING ISSUES CURRENTLY ON SITE PLANS TO BE REVIETREDAPPROVED PER LOCAL BUILD NO OFFICIAL PRIOR TO cONSTRuCTION DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE I COMMUNITY: EDINA, MN INITIAL DRAW DATE:9.9 19 DRAWN BY: LD CURRENT DATE: 3-17.20 REVISION DATE REV. GRADING/BENT 1/27/20 PIER INFO ADDED 3/11/20 A8 FINISHED GENERAL FRAMING NOTES: 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE, 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL NOTE: ALL STAIRWAYS (INTEF4OR AND EXTERIOR) ARE TO BE ILLUMMATED AT EACH LANDING PER CODE. NOTE: INSTALL CRAFT STOPPING VAT//IN FLOOR SYST ELI PER IRC CODE SECTION 302.12, GYPSUM BOARD (OR) SI RUCTURAL BOARS ADEOUATELY SUPPORTED BY 2X4 MIN. NATURAL, PARALLEL WITH FLOOR FRAM//NO, SEPARATING AREAS WITH MAXIMUM SPACE OF 100:1 SOFT. -SEPARATE INTO DOUAI. SPACES. NOTE: SUPPLY COI/NEC/US HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP 8 BOTTOM OF STARS. CONTRACTOR 8 INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. FRAMEOUT 204 WALL EI) FULL FOVIIDATICN HOLD OFF WALL I. 8 SH OCK FINISHED SIDE PER DETAI NOTE. i• GYPSUM BD TO BE APPLIED TO UNDERSIDE OF STAIRS PER CODE. ® I 13V 1A INIRCOMECTE0 51/012 DETECTOR SO CTIMPR1111010)1 BO /THRUST FAN 0 2' 4' 8' SCALE: 1/4" = 1'-0" PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA .C)/-LQG 14,4' 6,83 7,10' 6036 SU ERASE OUT 2 X 4 WALL H FULL FOUNDATION WALL, HOLD OFF WALL I' 8 SHEE TROD-. FINISHED SIDE PER DETAILS. WOOD CAP OVER TOP OF WINDOW WALL 6#1100f1#4 CARPET 1XX12" .2 12 2,3 1/2. 3,9 12' SD r 25,13` 8,10 6,10. 8 4. ER 60 SUDER FRAME OUT 2X4 WALL • FULL FOUNDATION WALL, HOLD OFF WALL 1' P. SHEETP000 FINISHED SIDE PER DETAILS Wen CAP OVER TOP OF WINDOW WAL _ Erf1111#11111[07 R0011 CARPET 25'89287' (1 )SFIEL /(1)R00 4 0AStrItlIT pqm TILE STORAge CARPET 3Y LI KAMM CARPET 1 --FRAME OUT 204 WALL B FULL FOUNDATION WALL, HOLD OFF WALL 1.' a SHEETROCK FINISHED SIDE PER DETAI.p. SD 9 9 MY 0-8 yr 4 L 29,4' 28,4' SPORT COURT SPORT FLOOR 28125 28,Ir A MI 6,4 la. 4 4 T.6 BAR AREA OS 0 FINISHED BASEMENT SCALE: 1/4' = 1,0' 1363 FINISHED SQUARE FEET/ 780 SPORT COURT SOUARE FEET AP nechitticAL CONCRETE 11'11'X8'4' O 11 • 4,6" A 10-0 (1) JACK 1(2) KINGS AT EACH a i WINDOW ON BACK WALL 24,0' 4,1 152' 44 1/0 4,4 1/2' 5,1 1/0 12-0. 4.10 1/0 4,10 3/4 4,10 661. 4,10 3/4" 4,10 3)4' 4'•101/0 30 FE 30 10 10 HOP. A 44 w 11 CE OF GIRDER 10 L BEAM, 8000 POUND GER HANGER AT F SUPPORT 51 LOA011:0 AT 14060 DOUELE DER (2)9-1/2' 200 L11. NOR. P$ 00 200 FLOOR SFAROSE S S 0-10" • • ' • ' 8' 0 2' GENERAL FRAMING NOTES: 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL - OR ACE 6?.. El ; • . 0 sl••roTi 11,3 1/4 ER ' E 6 s,.... •-.,..r N. .. ..s ' . Ks 4'$" kr 2,0 0-0 6' ,,,,, all. I l(0011 LE 1 ill 11112101.011111111. k "-. 4' WIDE CEDAR STAIRS W/ 4" pen ratsI I FIANGER AT FACE N i _ ,. MAXI AIUM RISERS 6 10 TREADS. INSTALL 3' TAM CODE RAIL WHEN OF BEAM TO SUPPORT 10,240 POUNDS '. 0-61 112' 0-9 1/2' MORE THAN 3 RISERS OR 30' ,,,: RANGE AT FACE OF GIRDER TO 5 RANGER AT FACE SUPPO T STEEL TEl 16,200 POUND III 411111111.1gli I. 3 FLUOS 14' 2 OE LYS BEAU 4110. 2 ' OF BEAM TO SUPPORT 613S 4'C1MFDER I (OR) 4-18' IAL FLUSH BEAU _ ABS. LOADO AT HANGER OM I.712-47kTer .0 - 1 orrice ,___. , 45(12U'SECOCIE CIFTETABDNE- RE 0 a ,... rOTIR WOOD ; • a 2 WOOD 011•X116• i ! 1.05rt i IlL'' S .. 1 5. ,, l In ..--. . % i i,.-. 3•CARCLARACIG - :Cil; i'l ---- 2)7-1 4' 2.0E LS1.. HOP. (1 SHELF/0 ID D 5,, CONCRETE . 3IX24 o. 0: 5 d : . ri - 0 o Ie )2 IS HO loll (3)01-1 286 -, MUSSED S' * .6 20•566•:=XE • • • :•:•.214 r— 'i _z5- 4,,- I Nis. .is (2)2X1, " is.....m• 1 gi St ' I 1 • 5 60 DO 2 60 ,-;,r,,,. ' STORAQC A 1 , f.5 §' 4'.9' 3'-3' 5,0 CONCRETE 1 I t 16,0" 11,0' 5'XT 5,6' 03,0 r ROM romi . I ET res4-ppas.Nra CONCRETE ( g 2,tr-',/,',e,di,".-4Ir . 4- 2)2E10 SCR. 1 .,... II _ L, 5 -;,"-E,a`00 8,0' OVERHEAD GARAGE COOP 4, R 3.., ).H 2 60 . a W,,Ik",i2,50f 10'.8' OVERHEAD GARAGE DOOR 5 ,0- 6 •4 / ,,,, 9 ;, 18,0' ALTOFENOINI 113•11.6.14004411 NNa 6 1 2 .6 8,0' 2.0'• 6 WIDE CONCRETE STAIRS WI 74/4. DECEPSNEAE 21,11. 041/61_. 1,0' MAXIMUM RISERS 5 10 TREADS. INGLEILLTALLESIDF RAIL WHEN 136,0• STRUCTURAL NOTES: 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL, 4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE I" NOMINAL (OR 13") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"0.C. @ FIELD. 9. FLOOR DECKING TO BE i" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/ 12" O.C. © FIELD (CODE MINIMUM). 10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. PATORIMBESJIRREL pEReamemcknom ccermsr.A) B6•11.4.11PCIXIAN-' t iy P (AORE THAN 3 RISERS OR 30' SCALE: 1/4" = 1'-0" 3,4" 0 71,4' 41E-4 A' 9104 4N40D MIR PECK COMPOSITE 404"X167100* 3050 0 HER. 3030 0 HER. DIHIOIQ It0OrtiKriatti artea WOOD 236'X25' O 2 •40, ACROSS ENT2'RE10 5R-PAN713525 0TN'E T FLUSH ShEt 13E44 ABOVE ES FeE0 W 12435 / w 1426 = CONT. 04 6.000 POUND L FROR1 POST .77 40200041 NGR 40204,15514 4020 ANNIt,GR (2)9.1/2 LVL HDR CO AIUGU 16,0 VD rim ROOM WOOD 10'02010' 'sr CD FIRST FLOOR PLAN SCALE: 1/4' = 1,0' 1569 FINISHED SOUARE FEET 3 HOR. I 71E111 VN? oretirOsr RT COURT DEL W L_ 5 II 4 S 9 11003)(3X1/4. STEEL POST 80540451 4. STEEL POST NOTE: (// ////// //A INDEATES EXTERIOR WALL STUDS SPACED AT 12' 0.C., 206 1.3E LSL STUDS 51411. = 16) OR BETTER NOTE INDICATES EXTERIOR WALL A IL SPACED AT 10 00., 238 1.3E LSL STUDS 1100,0,, (I-F = 14,3') OR BETTER. 1.116OSTTEALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER IRC CODE SECTION 302.12, MIN. j• GYPSUM EDAM:, (OR) STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2)(4 MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING. SEPARATING AREAS YON MAXIMUM SPACE Of 1003 SOFT. -SEPARATE INTO EQUAL SPACES. NOTE. SUPPLY CONTINOUS HANDRAIL PER CODE AT All STAIR LOCATIONS, CODE HANDIUUL IS TO CONTINUE TO LANDINGS/ TOP 6 SOTTO LI OF STAIRS. CONTRACTOR 6 INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INSTALLED OR IP DECORATIVE HANDRAIL TO CONTINUE. NOTE: ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE, NOTE: Kr•••••Qm2.226 • INOFATES INTERIOR BEARING WALL, 16.0.C, STUDS 0 1100, INTERCONNECTED AWE DETECTOR SD '01,°,000!IVRIPRItly°000.60 ETHAUST FAN 1, LITTFIN I I)I:til( ;N WEBSITE: LITITTNDESIGN.COM EMAIL: MLITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED, © COPYRIGHT 2020 ALL PLAITS 6 DESIGNS TO SE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. DIMENSIONS TO BE VERIFIED/ REVIEWED DURAN CONSTRUCTOR . AL TERATONS TO OE REVIEWED BY OESIGNE BERGIN EEFL DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTOR DEFECTS ARDOR EXISTING ISSUER CURRENTLY OfISITE. PLANS TO DE REVIEWEVAPPROVED PER LOCAL BUILD NG OFFICIAL PRIOR TO CONSTRUCTION. DRAWING MILE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN ,NITIAL DRAW DATE: 9.9-19 DRAWN BY: LI) CURRENT DATE: 3.17 -20 REVISION DATE REV. GRADING/BRAT 1127/20 PIER INFO ADDED 3)17/20 A9 FLOOR PLANS PLANNING DEPARTIV JUL 2 9 2020 CITY OF EDINA @SECOND FLOOR PLAN SCALE, (/4' = 1,E1 1621 FINISHED SQUARE FEET JUL 9 2020 CITY OF EDINA NOTE: SUPPLY 20NTIN0U5 HANDRAIL FER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP 8 Born:DJ or STAIRS. CONTRACTOR 8 INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INsTALLEDORIF DECORATIVE HANDRAIL TO CoNTIDAX. NOTE: ALL sTAIR2/800 NNIERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE. NOTE, r///:///////A INDICATES EXTERIOR WALL STUDS SPACED AT le D.C. BALLOON FRAMED WALL, TIHDERSTRAND MATERIAL OR HET TER. (2-PLY ImBER - STRAND MING STUDS 2 EACH SIDE OF OPENINGS IN — I I © 110Y, ICTERCOMECTED SRO/ DETECTOR 08'9 HOY NTERCONNEC1100 601214 CARBON 1101101106 DETECTOR ON 50 EXHAUST FAN J LITTFI N I)1 `, I( ,H WEBSITE: LITITINDESIGN.COM EMAIL: MLITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECTILOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS' 0 DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR To CONSTRUCTION. CONENSIONS To BE VERIFIED/ REVIEWED DURING CONSTRUCTION - ALTERATIONS TO BE REVIEWED BY DESIGNEFUENGLNEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTOR( DEFECTS AND OR EXISTING ISSUES CURRENTLY GUSTO. PLANS TO BE REVEWEGAPPROVED PER LOCAL BUILD NG Of M. PRIOR TO CONSTRUC11018. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY EDINA, MN INITIAL DRAW DATE: 9-9 19 DRAWN BY: LD CURRENT DATE: 3-17.20 REVISION DATE REV. GRADING/89.1T 1/27120 PIER INFO ADDED 3/17/20 Al 0 FLOOR PLANS GENERAL FRAMING NOTES: 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL STRUCTURAL NOTES: 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL. 4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE 4.. NOMINAL (OR fi") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" 0.0. @ EDGES/12"0.C. @ FIELD. 9. FLOOR DECKING TO BE i" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/ 12" O.C. @ FIELD (CODE MINIMUM). 10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. Dl .IN 1 17 1/4" 2,6' T 1179' lir 5,3 1/2' 11-9 —i ,6 755 3/4' T 6'-01/4' I 65O 1/4' 5'-83/4• 6'-111(4'5'•93'4' -4 5050 CODER L.' I • I 050 Li DER (3)CAL 305C NULLED .7 (2)2810 11DR. c1'e' (2)2010 EDS. I (2)9-1/2. 2.34 L 1109. y5, a 1 I '., tge 'i o er ET -••• 1 IN [DROOY102 OrD110011 *3 ' (O SP (1)R00....._1 CARPET CARPET . r LEX ROOM § 6 1 10,9' 1 E s:123114.1" i 11'.5'X14'1' • .16) 4' MTH CARPET F 4 u. 1 11'5"x14'1• I I TILE g m '.. I 2 0 0 0 F9- 1 g 'PO '1 61 s. (AEN c4s. am 111141 LAIN RT —1 mortisurrt „,,., SJ9D „c„.1rAL TIL ,.- Kill DRTX 5 1/4 6,0" 1,8' MA C 13' SAT PET ' T-11 mil 1111.1.1111LWAINII .1111MINIM 11 I Ma 1)R°D—, AIRIP15. I 1.. • 2, SD 0 I rt. 411111IM I ‘- L7J r-- (1)S1-IELF/(1)ROD i — -1 yl p- III ;7, kt> Illiall, • III .' ' .'r 3,9. F5. § OVIER'S IN IN DAM n ''..R. ''. TILE — t Oiller53 ITC 8 CARPET 14TX18' 4',, 9 0 ... oral TO DELOW ., 0 ND 2)2100 NOR 2)2%10 NOR I 2)2010 =ma .". 111.111 L 0RDEE Tois ARV _1 AI .F.M1 ausa .) 10 011 .640 OH 840 1 ROOF TRUSS SYSTEMI AIN, 24. 0 C i050 PER I OH s640 . 40 < L , TRUSS PER MANUF. — i ) -- 2)2010 HOLT 8 -6" 4,6' A. 3,1 3/4' - - (3)14-1 3051 LILILLE0 T•101/4' 7'-10 1/4' •I 1 3,31 3'•51(7 3'3' I 6'.81/4' 4" 15,3 1/2 15,8 112. 1 21,0' 52,0' I I L -T J I _I Alk PLANNING DEPARTMENT 0 2' 8' SCALE: 1/4" = 1'-0" PLANNING DEPARTMENT TOP OF SECOND FLOOR PLATE SECOND FL UNLESS N NOR HEIGHT D OTHERWISE REFER TO FLOOR PLANS AND - RADON SECTION FOR FLOOR DESIGN rAtIlLT ROOM WOOD 18M0'10" I=1 ' I R-5 FOIL FOAM INSULATION @ INTERIOR HU-II I .71_1=ME TOP OF BASEMENT FOOTING R-10 RIGID FOAM INSULATION W/ 7-11 PROTECTIVE COATING OVER EXPOSED AREAS (PER DETAILS/ uRAIN TILE AS NOTED ON FOUNDATION PLANS 18" FLOOR TRUSSES PER MANUF. Pilit "i 1i1 lit tA 9A1A9A tititit tAtitititilSti1i1i1~tilitiLlDititiVAt tAtDiAiAAi1i1AtititAtA 1AtAtititIA9A 9.9.9190.919 *At ti TOP OF 21A FLOOR SYSTEM MIN. R-20 @ RIM ROOF TRUSS PER MANUF. MIN. R-20 MIN. R-20 MIN. R-20 DRAIN TILE AS NOTED ON FOUNDATION PLANS TOP OF FIRS _GIRLa_ T FLOOR PLATE LIAIN AKA FIRST FL HDR HEIGHT UNLESS 14 TED 15TH-ERASE TOP OF 1 T FLOOR SYSTEM TOP OF LOOKOUT WALL LOOK T HDR HEIGHT UNLE S N ED 0111ERWSE R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS (PER DETAILS) 1 ) SECTION THROUGH PORCH/HOUSE 3/8" = 1I-0" TOP Of SECOND FLOOR PLA SECOND FLOI UNLESS NOTE TOP OF 2ND R SYSTE TOP Of FIRST FLOOR PLAT LLAAIN__QARA FIRST FLOOR IR HEIGHT UNLESTN-0 1 L VASE TOP OF 1ST FL TOP OE-FOUNDATION TOP OF BASEMENT FOOTING ROOF TRUSSES PER MANUF. MIN. R-49 ROOF: -FIBERGLASS SHINGLES -15# (NOT#15 TAR PAPER/ ICE-WATER BARRIER -1/2' OSB ROOF DECKING -MANUFACTURED ROOF TRUSSES -R-49 INSULATION -POLY BARRIER -5/8" GYPSUM BOARD JUL 2 9 2D2IJ CITY OF EDINA HDR HEIGHT THE WASE .. 1E t t LITTFIN I DESIGN WEBSITE: LITTFINDESIGN.COM IMAM: MLITTFIN@HOTMAIL.COM PHONE: 32o-22.4-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PIANS 6 DESIGNS TO BE VERIFIED BY CONTRACTOR PR/OR TO CONSTRUCTION. OVENSIONS TO BE VERIFIED/ RENEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY OESIONEFLENGINEER. DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS MOOR EXISTING ISSUES CURROOLT ON SITE. PLANS TO BE REVIEWED/APPROVED PER LOCAL BUILOR1O OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:9-9.19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/8SW' 1127120 PIER INFO ADDED 3117120 D1 SECTIONS JUL 2 9 211211 CITY OF EDINA ROOF: -FIBERGLASS SHINGLES -15# (NOT#15) TAR PAPER/ ICE-WATER BARRIER -1/2. OSB ROOF DECKING -MANUFACTURED ROOF TRUSSES -R-49 INSULATION -POLY BARRIER -5/8" GYPSUM BOARD Gi4t=tttt AAAAA AAAt~QtAA 111 A, _____ LITITI N 1 .'1 ,1( : WEBSITE: LITTFINDESIGN.COM EMAIL: MLITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 , ALL PLANS & DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, OAAENSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY DESIGNEFUENGINEER. DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS AND OR EXISTING ISSUES CURRENTLY ON SITE. PLANS TO BE REVIEWED'APPROVE0 PER LOCAL BLAU/ NG OFFICIAL PRIOR TO CONSTRUCTION. I DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY EDINA, MN INITIAL DRAW DATE: 9-9 19 . DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/85MT 1127120 PIER INFO ADDED 3/17/20 D2 SECTIONS PLANNING DEPARTMENT R-10 RIGID FOAM INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS (PER DETAILS) MIN. R-49 TOP OF SECOND FLOOR PLATE SECOND ELI ,' HDR HEIGHT UNLE NT TED OTHERMSE TOP OF FIRST FLOOR PLATE tr$12ORT COTJEJ SPORT Co ;T MDR HEIGHT UNLESS NI TED OTHERUSE TILI 11— LHIL.= R-10 RIGID FOAM, TOP OF BASEMENT FOOTING INSULATION W/ PROTECTIVE COATING OVER EXPOSED AREAS (PER DETAILS) DRAIN TILE AS NOTED ON FOUNDATION PLANS MIN. R-20 RIME TCP OF SECOND FLOOR PLAT • iY •••• • ••••••• MIN. R-20 4 TOP OF FIRST FLOOR PLATE To MAIII_ORAa A EA- TOP CE_FOIIIIDAIIER SECTION THROUGH SPORT COURT/GARAGE 3/8" = 11-0" ROOF TRUSSES PER MANUF. I' I_EOUNDATICkl •A • 0 MIN. R-30 MIN. R-20 @ RIM CLOSET CARPET MIN. R-20 ROOF TRUSSES PER MANUF. SECANT FLOG HDR HEIGHT UNLESS NOTED 1HERYMSE TO TOP OF 2ND FL SYSTEM — EXTERIOR WALL: -FINISH MATERIAL PER -HOUSE WRAP -2X6 FRAMING, 16" O.C. -112" OSB SHEATHING -R-20 INSULATION -VAPOR BARRIER -1/2" GYPSUM WALL BO -LATEX BASED PRIMER/ MIN. R-20 C.,LQSET @ RIM CARPET 18* FLOOR TRUSSES PER MANUF. 3-CAR GARAGE CONCRETE 3SX24 DRAIN TILE AS NOTED ON FOUNDATION PLANS F----------- R-5 FOIL FOAM INSULATION @ INTERIOR MIN. R-20 SPORT COURT SPORT FLOOR R-5 FOIL FOAM INSULATION @ INTERIOR 24' TOP OF GARAGE FOOTING REFER TO FLOOR PLANS AND RADON SECTION FOR FLOOR DESIGN TOP OF 2 FLOOR SYSTEM MIN. R-49 :At DV. LAtINDRT TILE 0 kINT 4. 4', 4'4' LITTFIN I DESIGN .. 11 0°. .S., 11 0 c.) ° g ii ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL ',LANs A DESIGNS To BE VERRET/ BY CONTRACTOR PRIOR To CONSTRUCTION. 09.4ENSONS To OR ?ERRED. REVIEWED WRING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY DISIGNEFVENOINEER. DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS AND CR EXISTING ISSUES CURRENTLY ON SITE. PLANS TO BE REVIEWEVAPPROVED PER LOCAL BUILDING OFFIC.I. PRIOR TO CONSTRUCTION. DRAWING TITLE [ CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE: 8.9-19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BS/AT 1/27/20 PIER INFO ADDED 3117/20 D3 DETAILS GARAGE WALL CONST. SIDING (SEE ELEVATIONS) HOUSE WRAP 7 /16” 0513 SHEATHING 2X WOOD STUDS AT 16' O.C. MIN. R20 INSULATION yi/ ISMIL POLY BARRIER W/ MIN. 1/2 GYP. BD. FINISH Olt BOLT TOR OF CONC. ii II '1111110111 CONCRETE SI AB „' ‘ M W/ FIBERMESH ON 4 CONCRETE SLAB FILL MATERIAL TYP, ROOF CONST. RBERGLASS SHINGLES IS/ BUILDING PAPER 2 COURES ICE & WATER SHIELD 15/32' OSB SHEATHING ENONEERED ROOF TRUSSES PER PLANS R-49 IAN. INSULATION 6 MIL POLY VAPOR BARRIER 5/8' GYPSUM BOARD 5) TOP SECOND FLOOR 4, MACE/A001IFIR NOWIENT CANT. 10 IRE REST TIE F1002 SIS1131 MI All SEAS KOMI 9-30 BOLIN 011 FICCR ID MIA INSULATION BAFFLES 0 EACH TRUSS BAY 4" CONCRETE SLAB GRAVEL FILL (AS NEEDED) POURED CONCRETE FOUNOATION WALL RUN WALL SHEATHING UP TO BOTTOM CF TOP CHCRD OVERHEAD GARAGE DOOR TOP OF FIRST FLOOR PLATE OF C giTZT.w.Ww! kj OP OF ONC ASPHALT/CONC. DRIVE 6' GRAVEL FILL OP CF 1ST FL. TE 4 CD STONE VENEER 3/4' = 1'•0' °D. EDGE FLASHING UNDER ICE & WATER SHIELD GRAVEL FILL (AS NEEDED) NOTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADD. INFO. SEE PLAN FOR HEADER FASCIA AND SOFFIT SCUD FASCIA SOLID MATERIAL SOFFIT (SENIOR) 2 x 6 SUB-FASCIA 0 FLOOR CANTILEVER DETAIL 3/4' = 160' 0 SIDE GARAGE WALL DETAIL 3/4" := 1'.0' NOTE: REFER TO STRUCTURAL DETAILS ADD. INFO. EXTERIOR WALL CONST. 90716 ( ME EX1F3IR DIV) NOUS I/O' 093 SEATON TS SIM 0(16' OC) R-70 8.111 INSAATOI 6 It POE YAKR BARBER I/O' Wall WOO PLANNING DEPARTMENT .JUL 2 9 20211 CITY OF EDINA 0 TYP. WALL SECTION @ EAVE 3/4° = ACUSITC SEALANT 0 SILL @ GARAGE DR. 3/4' = 0.0' TOP IST FL. TYPICAL FLOOR CONST. 23/32' T&G OSB PLYWOOD (GLUED ANO NAILED) FLOOR SYSTEM PER PLAN 5/8' GYPSUM BOARD 0 UNDERSIDE OF EVE; 4 _„-N MY CNA U B FOUND EL. =0 -0 HS) TOP TY LOO CONS 23 PLYWOOD D) PLAN 5/ 0 UNCER9DE OF FLOOR TYPICAL FLOOR CONST. 23/32' TOG 058 PLYWOOD (GLUED AND NAILED) FLOOR SYSTEM PER PLAN 5/8' GYPSUM BOARD 0 UNDERSIDE OF FLOOR 9-20101. 0%00001116C 01111 reff1,1511OLP. LOP-=°t-M-P WALL Mar' I. AR GLE KNEEN ONG F BALL &MANN —110R7PBR PLANS S OUND. SIZE SE E & BEEIAR PER PLAN/ENG. RED 2X1141/0.0 11/ DEAD RAE O 0. 0 IX OP BD COERAIG 0 HDR. PER PLANS PER PLANS 1?,g%1 IUd . WATERPROOFING ON EXT. SIDE OF ENTIRE FACE OF FOUND. WALL AS NOTED DIRECTLY BELOW SILL PLATF 2x6 TREATED SILL PLATE NOTE: REFER TO SILL SEALER ANCHOR BOLOS PER ENG. STRUCTURAL, DET ILS FOR REBAR/ADD. INFO. 0 TYP, WALL SECT. @ 1ST FLOOR PROTECTIVE RIGID, OPAQUE AND WEATHER RESISTANT COVERING OVER FOAM INSUL. FROM TOP OF WALL TO 6' BELOW GRADE ALSO APPLY 6-NIL POLY SLIP SHEET OVER ENTIRE 'X IKA SS LAO WANDOW EXTERIOR WALL CO 1410 ( SEE MOT LIN 0710 1011 1/2.058 BEATIWG 2.11 000 0 (16' G) R-20 BAT NSIAATEN I IN. PM WM RAM I/O' 013.41 807/ r;01 PEVIET10.BREINs t 3/4' = D C01104 ETE NELL TYPICAL FOUND. WALL 10B_INGID FOAM INSULATKAN r131%Pg?WaVgUNTigSED WATERPROORNG MATERIAL ON EXT. SHOE POURED CONC. vout. ER MASONLAN) REINFORCEMENT/ANCHOR BOLTS PER /P ENG ANN. R-5 FOIL-FACED THERMAL BARRIER Vi/ SEALED EDGES AND SEAMS 2X4 STUD WALL, 16' O.C. 0 FINISHED COND. 1/2" GYPSuAl BO OVER STUDS W/ PAIN KO pal uR -10 RGE MAWR I' AIR CO MICR COIL TOUR PLL k MAC BASEMENT SLAB 4' CONC. SLAB WATERPROOFINA ON EXT. SDE OF ENTIRE FACE OF FOUND. WALL AS NOTED DIRECTLY BELOW ZEFORIG DRAIN GRADE 'A*TYPICAL FOUND. WALL 4 FicitisrigliToD WATERPROOFING MAT RIAL ON EXT. ROE POURED CONC. WALL (PER MASON/PLATO REINFORCENENT/ANCHCR BOLTS PER ENG. MIN. R-5 FOL.-FACED THERMAL BARRIER W/ SEALED LOGES AND SEAMS 2X4 STUD WALL, 16" O.C. 0 FINISHED COND. I/2' GYPSUM BO OVER STUDS 01/ PAINT 9A. 2X4 MING 11/ EERIER RAE & I/O' OP BD MUM acjiti*Am*in I BOT. FTC. 6' GRANU FILL 1/2' EXPANSION/THERMAL BREAK 0 PERIMETER OF WALL CO PBAADDI it 1' URA? OHO 0.111C. FRAIL 00016 MAC NR GIP WAD NOM MIL 'NIL *RAMS BASEMENT SLAB 4 CONC. SLAB MKS 211 MAMA 0/ TFEAED RAI I/O' OP BO CORM .411 6-MIL POLY BARRIER TOP BSIAT FL OP FTC DA FTC OUR TLE 9/ 101 MAUR BASE 8' MK MBA COAR Folo 58(5 OF 1001ING 6-MIL POLY BARRIER TOP BSIAT FL NOTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADO. INFO. Kt 4' BL FIC 8090 LIE 2' SW. CRKLAR BASE BOH MAUR COWR 0 BOH 9CES 6100T WATERPROOFING 'N EXT. SIDE OF ENTIRE FACE Cf OUND. WALL (.011.0 NOTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADD. INFO. UN Ou. FIG WIN NE II/ 2° 191. GLOW RASE 6' litt CIVADUR OAR DM 5Or KW FIG 6' GRANUL FILL 1/2' EXPANSION/THERMAL BREAK 0 PERIMETER OF WALL 1/2' EXPANSION/THERMAL BREAK 0 PERIME-ER OF WALL 0 EG SS WELL SECTION = A NG MAY RE 0100.04 BA/ CFNMAR COER 111970 61501100 NOTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADD. INFO. 0 WALKOUT WALL SECTION 3/4' = 1.-0' SONG 2 LATERS OF 0 PAPER OVER SEABIRD EAT LFED STOE VENEER (2'4- 0003 TRICAL EITERCR WALL CONSTRUCTION 12' SIDING HOUSE WRAP SHEATHING R-20 MK SW TONI Kt 266 R-30 OR SPAT FOAM MIA HOUSE MAP BETWEEN INSUL A110 SOFFIT PANEL NCH-VENTED SOUS SOFFIT 0 STONE TO MASONRY CAULK DETAIL 3/4" = BACKFILL IN FRONT OF GARAGE DOORS W/ SAND NOTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADO. INFO. PROTECTIVE ROW, OPAQUE AND WEATHER RESISTANT COVERING OVER FOAM WW1. 10014 TOP OF WALL TO 6' BELOW GRADE ALSO APPLY 6-NIL POLY SUP SHEET OVER ENTIRE rt,5f,p9simeom OTE: REFER TO STRUCTURAL DETAILS FOR REBAR/ADD. INFO. AVk tiat BOLT FeaDMITETATR SILL PLATE 24 TREATED SILL PLATE SILL SEALER ANCHOR BOLTS PER _ENG. (DOUBLE SILL 0 6606ORIS) YeIR MOI 61101X1 01050 FELL (50.10) .100 • . D 210 SANK V/ 1REAED RAI yr CM E0 ecaNc 0 TYP. WALL SECT. @ FOOTING 3/4° = 0 LOOKOUT WALL SECTION 3/4' -= 1.-0' DIM. r1LL anSIR.C. TRUSS BOTTOM CHORD cans a m) SR CAA Y ROW.. it HS.. 4,fla, 10 EITP111 mu WY RCM P0111.4..VM CIRTIM) ><- L5/8" DRYWALL 91.-e ne (W.) 16" let. INTERIOR PARTITION WALL MY. IlOOR f1)tSMIC101 T /2. DRYWALL ROOF TRUSS CONNECTION DETAIL NONE DRAFTSTOP @ TUB CHASE ENCLOSURE 2x STUDS Al 24' O.C. 0-20 BATT *SMARM 3/4" = 1,0" 2 TAO'S R 20 UNFACED BATT INSULATION DOODLE 'NALL FILE R-20 FEEPLLBS ort NBAARDI FREFA8 FIREPLACE —Tr. EXT. WALL OAST. SEE FRFRACE ELEVATIONS FOX MANTEL NA HFARPI — CESOI J ^ RN WV SWAT 10.01 ROA (R11) IN WARM AR SPACE RETAIN 4-30 801/544 MARCH A RON AV.( 10 RA NCE AR-NEUTRAL IACE/MIEW TOR AR 4M11011 R011 OAT. TO FE PEST CT Di RDA STAR R-31101. DRAY 101)4149.4. 746;g1.1EFIAIIING NOTE: REFER TO STRUGIUAAL DETAILS FOR REBAR/ADD. INFO. TYPICAL EXTERIOR SIDING SEE ELEVATIONS TYPICAL CORNERS SEE ELEVATION DP. FEN. WALL COM. L typ. FOR WALL COAST. C) FIREPLACE CANTILEVER 314*= I-OP CD OUTSIDE CORNER DETAIL NONE rRuier (m_ ) 0 TUB/SHOWER 1/2 WALL PLANNING DEPARTMEN1 DOOR UNIT MI 2 9 MN CITY OF EDINA 10" MIN 10" MIN. 144 BLOCKING BELOW 1FRESHOLD 5/446 SMART liBLI KICK BOARD UNDER DOOR TRESHOD CONCRETE STOOP (PITCH 1/4- PLF AWAY FROM HOUSE) SUBROOR CONCRETE STOOP (PITCH ve PIP AWAY FROM HO/E) NG FLOOR SYSTEM =MIR Et EglarfAIL WA L.I L ALrGSM,EilPS,EWINFARS WHEN TFIEY MEET AN EXTERIOR L -TAPE AND SEAL Tit BREMER VAPOR BARRIER -HOUSEWRAP 0 RIMS COMERS, _ANO CAJIIILEVERS SEAMS AND EXTERIOR OPENINGS -LESCO ELECTRKAL B i OXES TO__BE WED AND FOAME l'UNCDTUD TDOIR Mr: ZillaREWRO WIN FOAM -MECHANICAL %ENV ROI TEM N py DOH IT&Tcpul , FrIA UTWENTAERVIER LVDPNFPLISI EryCp EIZROCWCALTri-1"/S DEET ormlus soodrNcExtrEtir. zaRTIO JOINTS WHERE WALL PANELS • 5-6 I/2 %41HING ICE R-20 SPRAY INSUL. 206 TREATER SILL *"... GYP9.11,1 SSEE 9etUrOaAL 3/4. SUB-FLOOR EXPANSION WRETE WALK 521EID FLASHING FR NDfR TRESHOLD TO 6' ) BELOW STOOP BEARING 7/16" SHEATIING h EXTERIOR mom II DO USER SHEATHING tunsA:,) 24 O.C. 'ET .,..11 ,,: :040ATION WALL E PORCH FOUNDATION WALK SEARING LEDGE DROP LEDGE 4. IAN. 1" THERMAL BREAK FOAM 0 CURB. R-20 SPRAY FOAM Y LEDGE FOR 9JPPORT ANCHOR BOLT PER ERGS I INSIDE FACE Of FOUND 0 ALTERNATE ODNOITIOTT1 (SEE FOROATION PLANS) POURED CONCRETE WALL PER PLAN II 206 TREATED SILL:---:r.5 .1 911 SEALER ,'L...-F01114DATTON WOOL. SYSTEM (PER WAIL DETAILS) C) ENERGY CODE RIM DETAIL 1-1/2. =1441 O STOOP STEP DETAIL = 1.1/2. = 0 STOOP RIM DETAIL LITTFIN I DESIGN WEBSITE: LITTFINDESIGN.COM EMAIL: MLITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS 6 DES/MST° BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. DEAETISIONS TO DE VERIFIED, REVIEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED ST DESIGNEFBENOWEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS ARO OR EXISTING ISSUES CURRENTLY ON SITE. PLANS TO BE REWEWEINAPPROYED PER 100.4. FRAMS OFFICIAL FEDOR TO CONSTRUCRON. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:94.19 DRAWN BY: LD CURRENT DATE: 3.17-20 REVISION DATE REV. GRADING/BSMT 1/27/20 PIER INFO ADDED 3/17/20 D4 DETAILS 1/2. = r-Ce O PASSIVE RADON SYSTEM DETAILS (REFER TO PLANS FOR LOCATIONS) ° ATTIC PIPE INSULATION: -INSTALL PIPE INSULATION AT PIPE WHEN RUNNING THROUGH ATTIC AREA, MIN. R-4 WRAPPED AROUND PIPE FROM CEILING TO UNDERSIDE OF ROOF DECK, RADON VENT PIPE. -INSTALL PIPE AS STRAIGHT AS POSSIBLE TO HELP CONDUCTIVE FLOW. ELBOWS ARE ALLOWED, BUT SHOULD BE AVOIDED IF POSSIBLE. INSTALL LABLE READING 'RADON REDUCTION SYSTEM" ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS. -MINIMUM 3" ABS, PVC OR EQUIVALENT GAS TIGHT PIPE , FLOOR SYSTEM RADON VENT PIPE. -INSTALL PIPE AS STRAIGHT AS POSSIBLE TO HELP CONDUCTIVE FLOW. ELBOWS ARE ALLOWED, BUT SHOULD BE AVOIDED IF POSSIBLE, -INSTALL LABLE READING "RADON REDUCTION SYSTEM" ON THE VENT PIPE AT EACH FLOOR AND IN ACCESSIBLE ATTICS. -MINIMUM 3" ABS, PVC OR EQUIVALENT GAS TIGHT PIPE, BASEMENT LEVEL JOINTS, CRACKS OR OTHER OPENINGS: -SEAL ALL JOINTS, CRACKS OR OTHER OPENINGS WITH POLYURETHANE CAULK OR ELASTOMERIC SEALANT ACCORDING TO MANUFACTURER'S SPECS. 4' SCALE: 1/2" = 1'-0" PLANNING DEPARTMEN JUL 2 9 2.021J CITY OF EDINA PIPE TO SUMP BASKET CONNECTION: -INSTALL RADON VENT PIPE INTO SEALED SUMP TOP, SEAL ALL EDGES & JOINTS. -SEALED SUMP BASKET CONNECTED TO PERIMETER DRAIN-TILE THAT RUNS AROUND ENTIRE BASEMENT AREA AND ALLOWING PERMEABLE LAYER TO VENT THROUGH DRAIN- TILE, UTTFINIDEMGN 1 g ir4 1 111 8 Ci 0 1 .# 10, ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. ©COPYRIGHT 2020 ALL PLANS &DESIGNS TO BE VERIFIED BY CONTRACTOR PRIOR 70 CONSTRUCTION. DIMENSIONS TO BE VERIFIED( REVIEWED IMMO CONSTRUCTION - ALTERATIONS TO BE REVIEWED BY OESIGNEVENGINEER DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS MO OR EXISTING ISSUES CURRENTLY ON SITE. PIANO TO BE REVIEWEDtAPPROVED PER LOCAL BUILDING Of HMI. PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY EDINA, MN INITIAL DRAW DATE:9-9-19 DRAWN BY: LD CURRENT DATE: 34740 REVISION DATE REV. GRADING/BSMT 1127120 PIER INFO ADDED 3117120 R1 RADON DETAILS RADON VENT PIPE TERMINATION POINT: -RADON VENT PIPE TO BE TERMINATED AT LEAST 12' ABOVE SURFACE OF ROOF. -MINIMUM 3' ABS, PVC OR EQUIVALENT GASTIGHT PIPE, -ROOF PENETRATION SEALING AT ROOF. SPACE PROVIDED FOR FUTURE FAN: -MIN. 24' DIAMETER CENTERED ON THE AXIS OF THE VENT STACK. -MINIMUM VERTICAL DISTANCE OF 5' -INSTALL LIVE OUTLET IN ATTIC NEAR WHERE FUTURE FAN MAY BE INSTALLED. FLOOR SYSTEM SECOND FLOOR FIRST FLOOR &W. zozrA A*WANNINW! FOUNDATION/BASEMENT SLAB: -4" POURED CONCRETE SLAB -MIN. 6 MILL POLY BARRIER W/ 12" LAPPED SEAMS BELOW ENTIRE SLAB ON TOP OF GAS PERMEABLE LAYER -MIN. 4' GAS PERMEABLE LAYER BELOW BARRIER (CLEAN, COURSE AGGREGATE ABLE TO PASS THROUGH A 2" SIEVE & BE RETAINED BY A 1/4" SIEVE. 2' 14 tn. BRACE WALL L TYPE CS-115° LCC. sa BA:EC:3610C. BRACED WALL LletE 3-1 BRACED WALL WE t -1 0 2' 8' SCALE: 1/4" = 1'-0" PLANNING DEPARTMENT JUL 2 9 20211 CITY OF EDINA .0. PAcEora LOC BRACE rcortg11,1'. roott WALL CD FIRST FLOOR WALL BRACING PLAN SCALE: 1/4' - 1,0' 1569 FINISHED SQUARE FEET .700,,BEI2PFATAt BRA WAIL Lete. BRA CC n4Les.'-'46 B 'BRACE CSW-N5 OC. OPE TAT nar ACE EIA c.95*0 lk oP.L°C. -0 -0 TBTEEa'2tiv'SPLOO' I BRACED WAIL U. U wEE:Erau_ L ARBRACED WALL NOTES: BRACED WALL PANEL UPLIFT LOAD PATH: 1. ALL WALLS DESIGNED PER METHOD 1. BRACED WALL PANELS LOCATED AT EXTERIOR WALLS THAT CS-WSP OF THE 2015 MN CODE. SUPPORT ROOF RAFTERS OR TRUSSES (INCLUDING STORIES BELOW 2. ALL EXTERIOR WALLS ARE TO BE TOP STORY) SHALL HAVE THE FRAMING MEMBERS CONNECTED IN CONTINUOUSLY SHEATHED WITH A ACCORDANCE WITH: MINIMUM 3/8" THICK WOOD PANEL. -WHERE THE NET UPLIFT VALUE AT THE 3. CONNECTION OF WOOD PANEL TO TOP OF A WALL EXCEEDS 100 PLF, STUDS SHALL BE MIN. 8d COMMON INSTALLING APPROVED UPLIFT FRAMING NAILS, 6" O.C. AT EDGES & 12" CONNECTORS TO PROVIDE A CONTINOUS O.C. AT FIELD OF WOOD PANEL. LOAD PATH FROM THE TOP OF THE WALL 4. STRUCTURAL PANELS (BRACED TO THE FOUNDATION OR TO A POINT WALLS) SHALL BE LOCATED AT WHERE THE UPLIFT FORCE IS 100 PLF OR EACH END & AT LEAST EVERY LESS. THE NET UPLIFT VALUE SHALL BE 20' BETWEEN PANELS. AS DETERMINED BY ONE OF THE FOLLOWING: 5. EXTERIOR BRACED WALL LINES SHALL HAVE A BRACED WALL PANEL AT EACH END OF THE BRACED WALL LINE. EXCEPT FOR: -BRACED WALL PANELS ARE PERMITTED TO BEGIN NO MORE THAN 10' FROM EACH END OF THE BRACED WALL LINE PROVIDED THAT A 24° PANEL MATCHING TABLE R602.10.7 IS APPLIED. -THE END OF EACH BRACED WALL PANEL CLOSEST TO THE CORNER SHALL HAVE A TIE- DOWN DEVICE FASTENED TO THE STUD AT THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FRAMING BELOW. THE TIE- DOWN DEVICE SHALL BE CAPABLE OF PROVIDING AN UPLIFT ALLOWABLE DESIGN -RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL: VALUE OF AT LEAST 1800 LBS. -MINIMUM (3) 16d BOX NAILS OR (3) 10d COMMON THE TIE-DOWN DEVICE SHALL NAILS. (2) TOE NAILS ON ON EISDE AND (1) TOE BE INSTALLED IN ACCORDANCE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS. WITH THE MANUFACTURER'S (MANUF. METAL CONNECTOR MAY BE SUBSTITUDED, RECOMMENDATIONS. VERIFY W/ MANUF. DETAILS). 6. INTERIOR BRACED WALL LINES SHALL BE -WALL PANEL TO STUDS: DESIGNED/BUILT PER INTERMITTENT -CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d METHOD "GB". COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF -MINIMUM 1/2" GYPSUM BOARD APPLIED WOOD PANEL. TO EACH SIDE OF 2X4 (OR) 2X6 STUD WALL © 16" O.C. SPACING OF STUDS W/ DOUBLE TOP PLATE AND SINGLE BTM. -ATTACH GYPSUM TO STUDS W/ 1-1/4" SCREWS (TYPE W OR S), 7" O.C. AT EDGE & 7" O.C. AT FIELD. -ALL GYPSUM BOARD JOINTS TO BE SOLID BLOCKED W/ 2X MATERIAL 7. (PERPENDICULAR WALUFLOOR) ALL FLOOR SYSTEMS BETWEEN BRACED WALL PANELS TO HAVE A MIN. 2X4 TOP & BOTTOM BLOCKING BOARD PARALLEL TO BRACED WALL PANELS W/ MIN. (3)16d NAILS ATTACHING BOTTOM/TOP OF BRACED PANEL PLATE TO FLOOR SYSTEM AT BRACED PANEL WIDTH ONLY. 2X4 BLOCKING TO BE SET BETWEEN FLOOR SYSTEM MEMBERS. SOLID RIM MAY BE USED (FIG. 5 & 6 ). 8. (PERPENDICULAR WALL/ROOF) APPLY 2X SOLID BLOCKING BETWEEN ROOF SYSTEM MEMBERS OVER BRACED WALL PANELS W/ 8d NAILS AT 6" O.C. ALONG LENGTH OF BRACED WALL PANELS WHEN HEEL IS 15.25" OR LESS (FIGURE 3, REFER TO FIG. #4 WHEN OVER 15.25"). 9. NOTE: NOTES 7 & 8 ABOVE APPLY TO PERPENDICULAR FRAMING, WHEN PARALLEL FLOORS/ROOF SYSTEMS ARE PRESENT, THE FLOOR/ROOF SYSTEM IS TO HAVE BLOCKING MATERIAL ALLOWING FOR NAILING OF BRACED WALL PANEL INTO SYSTEM ABOVE/BELOW SAID WALL (FIGURE 6). ..i_-... ._ LITTFIN I DESIGN WEBSITE: LITTFINDESIGN.COM EMAIL. MLITTFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER - PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS &DPSIGNS TO BE VF-RIFIE0 BY CONTRACTOR PRK/R TO CONSTRUCTION. MIENSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION • ALTERATIONS TO BE REVIEWED BY OESIONEFVENGINEER. DESIGNER IS NOT RESPONSIBLE FOR TRADE ERRORS. CONSTRUCTION DEFECTS AND OR EXISTING ISSUES CURRENTLY ON SITE PLANS TO BE REVIEWED/APPROVED PER LOCAL BUILDING OFFICIAL KODR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE: 9.9 19 DRAWN BY: LD CURRENT DATE: 3-17-20 REVISION DATE REV. GRADING/BSMT 1127/20 PIER INFO ADDED 3117120 S 1 WALL BRACING as DISTANCE SEIKO. BRACED WALLS DISTANCE BEDILE11 BRACED WALLS rl 1.1 THE BASIC WIND SPEED DOES NOT EXCEED 90 MPH, THE WIND EXPOSURE CATEGORY IS B, THE ROOF PITCH IS 5:12 OR GREATER, AND THE ROOF SPAN IS 32' OR LESS (OR) 1.2 THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF. THE NET UPLIFT VALUE SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R802.11 AND SHALL BE PERMITTED TO BE REDUCED BY 60 PLF FOR EACH FULL WALL ABOVE. 2. WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS, RAFERS AND TRUSSES SPACED NOT MORE THAN 24 INCHES ON CENTER SHALL BE PERMITTED TO BE ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN ACCORDANCE WITH TABLE R602.3(1) ARBRACED WALL NOTES' 1. ALL WALLS DESIGNED PER METHOD CS-WSP OF THE 2015 MN CODE. 2. ALL EXTERIOR WALLS ARE TO RE CONTINUOUSLY SHEATHED WITH A MINIMUM 3/S' THICK WOOD PANEL 3. CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d COMMON NAILS, 6' O.C. AT EDGES & 12° O.C. AT FIELD OF W000 PANEL. 4. STRUCTURAL PANELS (BRACED WALLS) SHALL BE LOCATED AT EACH END & AT LEAST EVERY 20' BETWEEN PANELS. 5. EXTERIOR BRACED WALL LINES SHALL HAVE A BRACED WALL PANEL AT EACH END OF THE BRACED WALL LINE, EXCEPT FOR -BRACED WALL PANELS ARE PERMITTED TO BEGIN NO MORE THAN ID FROM EACH END OF THE BRACED WALL LINE PROVIDED THAT A 24' PANEL MATCHING TABLE R802.10.7 IS APPLIED. -THE END OF EACH BRACED WALL PANEL CLOSEST TO THE CORNER SHALL HAVE A TIE- DOWN DEVICE FASTENED TO THE STUD AT THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FRAMING BELOW. THE TIE- DOWN DEVICE SHALL BE CAPABLE OF PROVIDING AN UPLIFT ALLOWABLE DESIGN VALUE OF AT LEAST 1800 LBS. THE TIE-DOWN DEVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. INTERIOR BRACED WALL LINES SHALL BE DESIGNED/BUILT PER INTERMITTENT METHOD 'GB'. -8ANIMUM UT GYPSUM BOARD APPLIED TO EACH SIDE OF 2-X4 (OR) 2X6 STUD WALL ®16' O.C. SPACING OF STUDS WI DOUBLE TOP PLATE AND SINGLE BTM. -ATTACH GYPSUM TO STUDS W/ SCREWS (TYPE WOR 5), r O.C. AT EDGE 6. 7.0.C. AT FIELD. -ALL GYPSUM BOARD JOINTS TO BE SOLID BLOCKED W/ 2X MATERIAL 7. (PERPENDICULAR WALL/FLOOR) ALL FLOOR SYSTEMS BETWEEN BRACED WALL PANELS TO HAVE A PAIN. 2X4 TOP 8. BOTTOM BLOCKING BOARD PARALLEL TO BRACED WALL PANELS W/ MIN. (3118/ NAILS ATTACHING BOTTOWTOP OF BRACED PANEL PLATE TO FLOOR SYSTEM AT BRACED PANEL WIDTH ONLY. 2X4 BLOCKING TO BE SET BETWEEN FLOOR SYSTEM MEMBERS. SOLID RIM MAYBE USED (FIG. 6 8 6). U. (PERPENDICULAR WALL/ROOF) APPLY 2X SOLID BLOCKING BETWEEN ROOF SYSTEM MEMBERS OVER BRACED WALL PANELS WI Ed NAILS AT 6' O.C. ALONG LENGTH OF BRACED WALL PANELS WHEN HEEL IS 1525' OR LESS (FIGURE 3, REFER TO FIG. )14 WHEN OVER 15.25). O. NOTE: NOTES 7 8 B ABOVE APPLY TO PERPENDICULAR FRAMING, WHEN PARALLEL FLOORS1ROOF SYSTEMS ARE PRESENT, THE FLOOR/ROOF SYSTEM IS TO HAVE BLOCKING MATERIAL ALLOWING FOR NAILING OF BRACED WALL PANEL INTO SYSTERI ABOVE/BELOW SAID WALL (FIGURE 6). BRACED WALL PANEL UPLIFT LOAD PATH: 1. BRACED WALL PANELS LOCATED AT EXTERIOR WALLS THAT SUPPORT ROOF RAFTERS OR TRUSSES (INCLUDING STORIES BELOW TOP STORY) SHALL HAVE THE FRAMING MEMBERS CONNECTED IN ACCORDANCE WITH -WHERE THE NET UPLIFT VALUE AT THE TOP OF A WALL EXCEEDS 100 PLF, INSTALLING APPROVED UPUFT FRAMING CONNECTORS TO PROVIDE A CONTINOUS LOAD PATH FROM THE TOP OF THE WALL TO THE FOUNDATION OR TO A POINT WHERE THE UPLIFT FORCE IS 100 PLF OR LESS. THE NET UPLIFT VALUE SHALL BE AS DETERMINED BY ONE OF THE FOLLOWING: 1.1 THE BASIC WIND SPEED DOES NOT EXCEED 90 MPH. THE WINO EXPOSURE CATEGORY ISD, THE ROOF PITCH IS 5:12 OR GREATER AND THE ROOF SPAN IS 3T OR LESS (OR) 1.2 THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF. THE NET UPLIFT VALUE SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 8802.11 AND SHALL BE PERMITTED TO BE REDUCED BY 80 PLF FOR EACH FULL WALL ABOVE. 66P SISTANCE BETWEEN BRACED WALLS PLANNING DEPARTMENT JUL 2 9 Mil CITY OF EDINA 6 1 2. WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS, RAPERS AND TRUSSES SPACED NOT MORE THAN 24 INCHES ON CENTER SHALL BE PERMITTED TO BE ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN ACCORDANCE WITH TABLE R602.3(1) -RAFTER OR ROOF TRUSS TO PLATE. TOE NAIL: -MINIMUM (3) 16e BOX NILS OR (3) 10d COMMON NAILS. (2) TOE NAILS ON ON EISDE AND (1) TOE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS. (MANUF. METAL CONNECTOR MAY BE SUBSTITUDED VERIFY WI MANUF. DETAILS). -WALL PANEL TO STUDS: -CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d COMMON NAILS, (V O.C. AT EDGES & IT O.C. AT FIELD OF WOOD PANEL. DISTANCE BETWEEN BRACED WALLS BRACED WALL UNE 2-2 AA. 'MACE WALL LOCI TYPE CS-NSP TYPE CS-WSP ACE Ti IL L IeOACE WALL C TYPE CS-WFP 0 2' 4' SCALE: 1/4" = 1.-0" 8- BRACED WALL UNE 1-2 vAlt:FI;kkoc- OSECOND FLOOR WALL BRACING PLAN SCALE 1(4' = 1,0' 1621 FINISHED SQUARE FEET rA II LITTFIN I DESIGN WEBSTIE: LITTFESTDESIGN.COM EMAIL: MLTITFIN@HOTMAIL.COM PHONE: 320-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL PLANS & DESIGNS TO BE VOWED BY CONTRACTOR PROR TO CONSTRUCTION, DEAENSIONS TO BE VERIFIED/ REVIEWED DURING CONSTRUCTION. ALIENATE:N/8 TO BE REVIEWED SY DESIGNERIENGINEER DESIGNER* NOT RESPONSIBLE FOR TRADE ERRORS, CONSTRUCTION DEFECTS AND OR EXISTING ISSUES CURRENTLY ON SITE. PLANS TO BE RELIEWED(APPROVED PER LOCAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TIRE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:9.9 19 DRAWN BY: LD CURRENT DATE: 3-17-20 REVISION DATE REV. GRADING/BSMT 1/27/20 PIER INFO ADDED 3/17/20 S2 WALL BRACING r Aida ROA SIT= ROOM k =DENG Na MEN FIGURE 3 BRACED WALL PANEL CONNECTION TO PERPENDICULAR ROOF SYSTEM 1" RA( 310I AU RNEN MIK 13/1 0906 MID SHAW lf KM R d01585 (RISIS). NAL 10 EOM AS KEE WSW KR OOP TOR 45' CA 90111, " USE 64 9'7026' UC 844. Mk" "W4 RS OLEO ff ROOM TO OR= /OOP 1 9(8183 FIGURE 4 BRACED WALL PANEL CONNECTION TO PERPENDICULAR ROOF SYSTEM (WHEN OVER 15,25") KU 55031 SRO ROM IESEDI AVERS ARKS G TCP PAIS OH II 06' 00 UK 1.0811 Of MOO NIL PRELIM 810 KRED Oa PMU 1.00006) 0 ROCKS RACED MOWRY, BROX 606 POW (RASES) 114 WOG MOW KIDEO ONO KY MK DRESS) CC ROOS RAM 0116.1113 AT EP RAE YAWN 08110011 (E 826' 01 SDKS TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WINDOW PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS =DOH VALL STUD FRAMING ,. NOMINALNOMINAL S',," 14001104 00111 VALL //ALL HEIGHT (fee t) AND GRADE 05 11AXIK04 TOTAL MALL /EIGHT (Feet) HAX1/04 OPENING WIDTH TENSION STRAP CAPACITY REWIRED (pounds) '0.6 Basic Veld Speed Kph/ (f eet) go WO 85 90 100 Exposure B Exposure C 2.4 Na 2 Grade 0 10 18 1000 1000 1000 1000 1000 IMO 1 10 9 WOO WOO 1000 1000 1000 1275 16 1000 1000 1750 1802 2325 3500 18 1000 1200 2100 2175 2725 DR 2 10 9 WOO 1000 1025 1075 1550 2500 16 1525 2025 3125 3200 3900 OR 18 1075 2400 3575 3700 DR OR 2 12 9 11100 1200 2075 2125 2750 4000 16 2600 3200 DR DR DR DR 18 3175 3850 DR DR DR DR 4 12 9 1775 2350 3500 3550 Ili DR 16 4715 DR ER CR DR DR 2.6 Stud Grade 2 12 9 1000 1000 0325 1375 1750 2550 16 1650 2050 2925 3000 3550 DR 18 2025 2450 3425 3500 4100 DR 4 12 9 1125 1500 2225 2275 2775 3000 16 2650 3150 DR DR DR DR 18 3125 3675 IRd DR DR DR For SI. 1 Inch = 284 rn, 1 foot . 304.8 nm, 1 pound = 4.4511 6. DR • design required b. Strap shall be ,ns tolled in accordance with manufacturer's rec....et/3ns. LITTFIN I DESIGN WEBSITE: LITTFINDESIGN.COM EMAIL: MLIMIN@HOTMAIL.COM PHONE: 32o-224-7844 ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2020 ALL FLA/660E310M TO BE VERIFIED BECONTRACTOR PRIOR TO CON STROCTON. DLIENSIONS MBE VERIFIED/ FOAMED DURING CONSTRUCTION • ALTERATIONS TO BE RedEveiso BY DESIONERIENGINEER. DESIGNER IS NOT RESPONSIBLE FOR TRAM ERRORS. CONSTRUCTION DEFECTS ANO OR MS/WO ISSUES CUR/ORLY ON SITE PONS TO BE REVIEWEVAPPROVED PER LOCAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION. DRAWING TITLE CROCKER HOME LOCATION 4209 CROCKER AVENUE COMMUNITY: EDINA, MN INITIAL DRAW DATE:9-9-19 DRAWN BY: LD CURRENT DATE: 3-1T-20 REVISION DATE REV. GRADING/13SW 1427120 PIER INFO ADDED 3017/28 S3 BRACED WALLS • II oCeCtri END CONDITION 4 FRONT ELEVATION FCR 1 = 25.4 nvn, WE = 304.8 mm. PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA DISTANCE 0' 24' FOR BRACED WALL LINES SHEATHED 46000 STRUCTURAL PANELS 32' FOR BRACCO WALL LINES SHEATHED 61111 STRUCTURAL FIBERBOARD HOLD EMIK 01111fr. BOO LOS CAPACITY FASTENED TO THE EDGE OF THE BRACED WALL PANEL CLOSEST TO THE CORNER AND 10 THE FOUNDATION OR FLOOR FRALIING BELOW TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS 941141111.114 LENGTH 'a (Inches) CONTRIBUTING LENGTH (Inches) METHOD <SEE TABLE 11602.10.4) PALL HEIGHT 8 feet 9 feet 10 Feet II feet 12 feet AOJACENT CLEAR OPENING HEIGHT (Inches) S. 64 24 27 30 33 36 68 26 27 30 33 36 72 27 27 30 33 36 76 30 29 30 33 36 SO 32 30 32 33 36 84 35 32 32 33 36 88 38 35 33 33 36 92 43 37 35 35 36 CS-MSP, CS-SFB 96 48 41 38 36 36 ACTUAL '6 100 44 40 38 38 104 49 43 40 39 108 54 46 43 41 112 50 45 43 116 55 48 45 120 60 52 48 124 56 51 128 61 54 132 66 58 136 62 140 66 144 72 For SI, 1 inch = 25.4 elm 1 foot = 3048 nn, 1 nke per hour = 0.447 m/s. 14P- Not Permitted. a. Linear Intercola tion shall be permitted b. Use the actual length .hen It Is greater than or equal to the ricihun length c. ...tun header height for KW is 30 feet In accordance with Figure R602.10.62, but troll height nay be increased to 12 feet with pony wall. d. No.un opening height Pot' PFG Is 10 Feet in accordance Iwth Figure R602.11.6.3, but .11 height nor be Increased to 12 feet .0th pony wail. e. Hokum opening height for CS-Pr Is 10 feet In occordonce with Figure E602.10.6.4, but .11 height nay be Increased to ID feel with pony wall. 160E0E0 PATEL SP)CE EMS SNAIL COOLR ATE EE ATTACKE TO COME EIBOXII, 8141 24' CF BNL WI-M04), CAE RON CC NALNG IS RETIRED EACH PAM EDI. MEAL PORTAL /RARE CONSTRICTION Ilk ICBM 14(0-000E MICE PEENED PITO MOUE ARO NABLE0 NTo FRAIDE). SECTION FIGURE 7 ENO CCNDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING 2 • IS FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL r r•cf '/ " ' " " • ii N- IAM. KUM 264 FRANIE COOED WIN DR ri‘ TUN 00(0 STRUCTURAL PANEL scam NM 10 COMO OR GALWNIE0 801 NAAS AT 3' 0.C. UI ALL RAMC (SRA ElOOTTTIG, A10 SLLS) DP. LENGTH CF PAIR PER TAME 0602.10.5 \ O. (2) 42C(LB STRW-m€ HOD-0005 (ME CO INTO CONCRETE RD EARED 1110 FR(N%) A SSE PERFORM OF FOUNDATION, ONE ft BAR TOP NA NOTION CC FOOTIN. TAP Nag It' uestau FASTEN READING TO HEADER NTH 60 CONCH CR G14.01110 BOX HAL 111 3' GRO PATTEN( AS SHOUT lEADER TO IACK-SRO STRAP Hy TAKE 8602.10.6.4 04 80111 MS U CPEIENG 401440 0E SEE OF HADEN TEL FOOTING SEE UNDER 082IP90 IS 12' 16 12'. A 111E10-00100 SLAB SHALL BE PERMITTED AT DOOR THINE Ilk (I) 5/8' DINKIER ANCIER 1304.TINSTNIED PER 8403.1.6 - VITH rxrx 3/16' PLATE WASTER. REOUIREJ/f 7118 RETURN PANEL 24' FOR GRACED WALL UNES SHEATHED 16TH WOOD STRUCTURAL PANELS 32' FOR BRACED WALL LINES SHEATHED 14101 STRUCTURAL FIBERBOARD TENSOR STRAP PER TABLE 602.10.64 (ON CPPOSTE SCE OF DOMINO IAN DOME 214 POST (XRIC 081.0 3604 SRA). TENSER Cl LAD( SHIPS PER TASTES RSY25(1) 01 (2). FASTEN TO PLATE TO LEADER NEI 169 ROES Or 160 SERER EMS AT 3' 0.0. 110. 3/8' 11600 STRUCTURAL PANEL STEATIENG FIGURE BRACED WALL PANEL 2 METHOD PFH-PORTAL FRAME PANEL WITH HOLD-DOWNS ENDSatiQUB2L1 /11.1.4•11.4••11A•111.1 ESTENT OF HEADER WITH DOUBLE PORTAL FRAMES MHO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL PRAISE (ONE BRACED WALL PANEL) END CONDITION 2 X•16 1.11 La a Of PER ReSS EIRE TM SIMS NOFNR at 4.668 EFAID ITAL PRD LOU PINIE VAL WI 7N 0710130111 KOK FUCK 0 TCP 631101 Cf ILO MIS V/ VII 04 011611 BROD ERIK RD MD V/ EN 013 06 R.1030 4WD 10 ROCKS V/ Kt Si 06' 0t. 1001E. I 071460 RL WRNS CRP (1)-164 0 IF Et ACRO 11700 880. FORIOCATOI 71)11 EDAM is Eels NWf. RAS 591031 SLIME 11/ 1.006 RA RAM M. RIO 1646 24 =DK 1110176 WO OAP k 20116/16 RV 55111 11/181. 04 OVA RODS 0180111.0 ASD II/ 1111 018 CR Etna MUD TO ROM V/ EN N06' Oa MX 0 MED AU MOS CO FIGURE 5 BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING NAL ROOD MO RP RAE II/ YR Id 06' IC CM BROD VW PPR. LCCIDOR 106. KOK 800 BM PORE V/ 411. (3)-051 I W 00 MOW WO WL PPE) L2.10,76 KR ROE H2O RP =POI Cf DOACOIT BLISS 113131 910/11 4/ uN (D-I61 0 LOC:MON 1/14 1431110011 80)0I0 RWIO 010P BDIDV d FLOC* PIRA 4/104 04 1011C/L R.102 56131 V/ 806 3/5" 01/3 OR 10730 UMW IDH1 ROW 11/1/41 61 I 6' EC TC 0 BRAID VW 100103 011) WU ROOKS AZ TCP 1E6110.1 OF /OM 11165 SGED 4.$ 90110/ Ill (1)-161 OWN COY IN 70 OK= ROOK 414/70 0 101 k 9010 Cf F1001 MBR V/ 411 IX4 SOCA RONK OEM FLOCS SIM 11/ EN VC 033 CR PLYNCO IWO 10 NI EOM V/ 611. 61 0 6' 00 (CD 0 SURD VAL IOCAVA6 CNA FIGURE 6 BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING PX-VD.5.01.4 040 EP RAE V/ Vtt 61 06' 0C ACK MO 1/1/ PM& 1604104 Ott BAWD N/0 BOTALI PILE 11/ YH (7)-1640 W Of. RCM OHO VOL Ma LOVAS LAMM Or' 00 NDP MED VG POO LODI SKID W/L (33-8,1 15' /UK ORD Eel P/ID. 16A1131 RAS SKY WI RAE II/ MOI RA RADS fde REAR YARD STORAGE VOLUMES: EXISTING VOLUME STORAGE BELOW THE 871 CONTOUR = 25,131 CF PROPOSED VOLUME STORAGE BELOW THE 871 CONTOUR = 25,158 CF INSTALL RETAINING WALL - ----------- TOP OF WALL MATCH ELEVATION 878.12 BOTTOM OF WALL ELEVATION 2% ABOVE PROPOSED GRADES Denotes X 854.52 Denotes ---xxx--- Denotes Denotes -XXX- Denotes Denotes ss- Denotes W Denotes 0- Denotes -OHW- Denotes - o - Denotes IIIA mi Denotes Denotes Tree to be removed Existing Spot Elevation Existing Contour Proposed Spot Elevation Proposed Contours Proposed Drainage Direction Underground Sanitary Sewer Underground Water Service Underground Gas Line Overhead Utility wires Chain-link Fence Proposed Silt Fence or Bio Rolls Concrete Surface +845.29 SITE ADDRESS: 4209 Crocker Ave, Edina, MN 55416 BASIS OF BEARINGS: Hennepin County Coordinates NAD83 (86) LAKE & LAND SURVEYING. JOB NO. 2019.201 JK 872.69 872.5 ----- -- 87iX 873.33 -1 •-•,--X 872.9 WALL-1 X 873.31 \ `-WOOD FENCE-' 23 I certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. 411 Revised July 15, 2020 Revised May 5, 2020 ri6 Revised Feb 11, 2020 Revised Jan 29, 2020 December 23, 2019 Registered Land Surveyor Sc Registered Engineer Minnesota Registration No. 16464 Jonathan L. Faraci 03 I 0'1 cto a Co co ---------- 871 871.00 - SIT AN ) GRA NG ,AN XIII BIT FIRST FLOOR=881.27 TOP OF BLOCK HOUSE (FRONT)=879.58 TOP OF BLOCK GARAGE (FRONT)=877.70 TOP OF BLOCK (REAR)=875.04 TOP OF BASEMENT SLAB=871.58 TOP OF GARAGE SLAB=877.20 Made For: Mr. Mike Lindor MJL Homes, LLC 18624 Kalmar Trail Lakeville, MN 55044 POINT OF ENTRY - REAR LOOKOUT WINDOWS EL=875.25 FLOOR - BASEMENT EL=871.58 W 0 (J) POINT OF ENTRY - GARAGE DOOR EL=877.20 o SCALE 1 inch = 30 ft. NOTES: LOWEST LOWEST LOWEST - y Z oc to (...) U, w SS o (n• 874.15 U) 874.05 Co U) . • D'' • 0, • RC. 87 .19P • 874.34:,•= L.•• 875.3 4 1 : 1 /4 874.8 j 4,11- 6' XLE •-,e1 CO. r. -- X 874.56 8 5.588 .3 4qtr, r r- r '. I 1-f 1 1 1 IA 1-- F • , • \ I 87•.28 876.69 678:25'; 874.77 1101 T 874.73 / A 875.39 ct, 58.2 EXISTING GARAGE SLAB=876.69 •i?1 !P2; 875.3 -WOOD FENCE 1 ,' i 1 i•O 876.00 ,1 N 0 0,1\1' ) ct• )< c0 / Nip A M ui X7$.18 i ,Q) g',0. / Nr 87x4.33/' / + §75.99 ' 875 ' q' --... -it 5.39 115 '12 MULBERRY OHW '87645 :'•••••:678 .5.411' 875.5 CO LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 375 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 ----- INSTALL RETAINING WALL MATCH PROPOSED GRADES AS SHOWN ON BOTH SIDES OF RETAINING WALL INSTALL SAFETY FENCE ON TOP OF RETAINING WALL C87R5ET7 EXISTING HOUSE 2 STORY BRICK FFE= 877.36 GARAGE SLAB=875.54 /'. I Ai I 1-( I I 1 / / • ,1% • Cr S89°03'59"E 198.02 69 - n ; `,870.11 etiliens : 08 .-x85; 31.6'6 8-""; .7**3.01 • 47":"^";' $r872.75 ‘s • 869.94 886:Y7 '14-'"-•":"I'872 PT 872.04 0 48"MAPLE ' V867.56 487.561 866.2 ^ i Cg) CO or/ CP 9) s:ti X WATER7, 8,88.66 ---- -- ---Th s 867.11 ' / r9.83 `N, Co '03 k 647Aoteyo.oi iSin 868.34 ' --` c°%ks x c! •••.„ 8 0 g 2 03 CO I . 8684: --- 200.12 N89°04'50"W - I I ) I-- I I L. L- L_ BOULDER ,. , /CHAIN-iLINK FENCE X 871.42 • I I I L L ¨I I 24 ,x oQ t°, A 5 5 .1.11 x.te" co x 0 8 03 0 1- r I r - I I- "• • I 1 • 868.88 867.8 868. r1294. ---- Ai, X 872.44 87b.35 871.OX \ t -US06.97 \ H '461,85 1 01111‘6116'ItAP,IC.:;8:11!6:99(8? k 872.37 871.71 A r'. r'. leNA I 11 11 I 11 11\1 / CL/L/I I I , X 872.82 PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA LOT AREA: 17,907 sq. ft. or 0.41 acres HOUSE AREA: 3217 sq. ft. FRONT CONCRETE PORCH AREA: 266 sq. ft. DECK ALLOWANCE: 150 sq. ft. BUILDING COVERAGE: ((3217+266-150)/17,907) x 100 = 18.6% DRIVEWAY, SIDEWALK AND FRONT STEPS AREA: 1486 sq. ft. REAR WOOD DECK AREA: 620 sq. ft. Legal Description: (Tax Description) The North 90 feet of Lot 24, Block 1, CROCKER & CROWELL'S FIRST ADDITION, Hennepin County, Minnesota LL. 874.93 0 874.86 0 (NI Lt W II a----_p3 4824.72 § GIL 0 874.62 0 LIT: ffi ° 0 - 0 d-0 0 • ° 3 w (NI P 3 vi BENCHMARK: TOP OF WATER VALVE COVER ELEVATION= 874.74 ASSUMED CONCRETE CURB- (f) - PLANTER co 876.35 871.00 Made For: Mr. Mike Lindor MJL Homes, LLC 18624 Kalmar Trail Lakeville, MN 55044 EROSION CONTROL PLAN LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA 589 °03 '59 "E 198.02 876.00 i 'X 874.86 I- 874.72 0 874.62 F LL O •ct SS N co it 872.37 N Ul r - I IM e•-• -I- I-- I I- I I I 1 • A e -1 - e /1-‘• L ) I I I •i PROVIDE INLET PROTECTION, SEE DETAIL, FOR ALL STORM SEWER INLETS DOWNSTREAM OF THE SITE WITHIN ONE BLOCK OR AS DIRECTED BY A CITY INSPECTOR I certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. BASIS OF BEARINGS: Hennepin County Coordinates NAD83 (86) SITE ADDRESS: 4209 Crocker Ave, Edina, MN 55416 Minnesota Registration No. 16464 Jonathan L. Faraci Registered Land Surveyor & Registered Engineer LAKE & LAND SURVEYING. JOB NO. 2019.201 JK Denotes X 854.52 Denotes ---XXX--- Denotes 1+845.291 Denotes -XXX- Denotes ems Denotes ss- Denotes w Denotes Denotes -OHW- Denotes - o - Denotes IN EN - Denotes Denotes LOWEST POINT OF ENTRY - REAR LOOKOUT WINDOWS EL=875.25 LOWEST FLOOR - BASEMENT EL=871.58 LOWEST POINT OF ENTRY - GARAGE DOOR EL=877.20 0 3 00 c2 3 Z Z Z 0(Y 0 0 LJ 3- 0 NJ I-. L, (.7) (7_5 CC SCALE 1 inch = 30 ft. NOTES: Tree to be removed Existing Spot Elevation Existing Contour Proposed Spot Elevation Proposed Contours Proposed Drainage Direction Underground Sanitary Sewer Underground Water Service Underground Gas Line Overhead Utility wires Chain -link Fence Proposed Silt Fence or Bio Rolls Concrete Surface INSTALL SILT FENCE OR BIO ROLLS, (SEE DETAIL) USE EXISTING CONCRETE DRIVEWAY OR TEMPORARY ROCK CONSTRUCTION SITE ENTRANCE PAD, HATCHED, (SEE DETAIL) 0 , --" BENCHMARK: TOP OF WATER VALVE COVER __--- ELEVATION= 874.74 ASSUMED CONCRETE CURB----- 74.05 z La 0 z z < 0 0 ce Z Z z oo 5 ex 5 5 ct U) 1Nci Pcn,n 0 874.93 874.15 M°3 U) F- f74.37 p871t.19 - frawa.--Nrii11211 IIMIZEMEWS>10 :it,"416.74V - " 41. vN - Lt- Y,- rn 17 co 5 70 55 AC 0.0 FT K DRIVE CONCRETE WALL x 875.07.X 875.24 875.52 ---$75.14. 875.45 X 875 54 I 10 oo X 874.56 r• /r- I he I I I V. - t" • • Si• e \ e • ,- PLANTER 876.35 X 874.52 874.73 , /\43 875,39 cb 58.2 74.96.X 874.82 Il EXISTING < GARAGE SLAB=876.69 V6.18 875.99 -a 5.39 •; !..; - WOOD FENCE ▪ y r\ 0 t) l , Ng' 4;\ A43 ,it cO < , ri 1 Cs7117.1 7 ;,87 x 4.3,2/' (t) 0 is + 1 1' 875115 ilvAttit8ERRY EXISTING HOUSE 2 STORY BRICK FFE=877.36 GARAGE SLAB=875.54 Is r - is I 1 I he I I illi •./ I SI V V ‘X ( 8 , 8 67.96 7 , CO 867.97'V Ictp, 24 E5 d2 AFIC- 873.43- (0 x 868.56 WATER- ' co: 868.34 13- 1° I 868.78 200.12 N89°04'50 "W r - e I c • I-- I I L. _ L. -I__ At..._'. _ ._::..9_ . tri- et • .4.10.u.,1, $72.04 8 872.75 ›rl . I / `,,.. 872.59 872.58 • rx 873.33 1.--873---x 872.9 BOULDER WALL-- X 873.31 I 73; • x873.66 /- 4 873.01 CHAIN-LINK FENCE 871.94 X 871.42 _ 87 X-------- ,`-WOOD FENCE-' ▪ I II ▪ 1./ 1./ 1 N 1. 72____, X 872:44 .. 35 871:01X--- \ XV36k85 6 111405 e9 r- • IX 869.39 or-3 ; 440/ )X 869:82 07/AP,FW ,,‘\ X 87,01 j 872.67 lx 71.6 X 872.82 Revised Jan 29, 2020 December 23, 2019 -- 871 GEOTECHNICAL FABRIC BELOW ROCK 2" OR GREATER WASHED ROCK AGGREGATE 6" MINIMUM DEPTH TEMPORARY ROCK CONSTRUCTION SITE ENTRANCE PAD FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL EROS ON CONTROL PLAN LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 PLANNING DEPARTMENT JUL 2 9 2020 CITY OF EDINA 1. Sequence of Erosion Control Construction Activities a) Installation of silt fence OR bio rolls prior to any construction activity. b) Installation of rock construction en trance prior to any construction activity. c) The site shall be re—vegetated within 10 days with temporary seed and mulch within 10 feet of the building during construction. d) Truck excavated soil offsite within 9 days of excavation of foundation, remaining soil temporary seeded and mulched; or covered up with a tarp. e) The site shall be re— vegetated within 48 hours of final grading. f) Install landscaping as per landscape plan. 2. Erosion and Sediment Control Measures All best management practices (BMPS) determined by the Engineer to be effective are available for use on the site. BMPs anticipated to be used on the Project include the following: * Silt Fence * Rock Construction Entrance * Storm Drain Inlet Protection * All Concrete Washout shall be offsite * All Solid or Hazardous Waste shall be taken offsite and properly disposed of. * In case of temporary pumped discharge, filter all water through 4 inch clean gravel covered with silt fence to filter out water prior to pumping or any other alternative filtering method that works. * All tempory stockpiles of excavated soil shall be hauled offsite within 9 days of the foundation excavation. Any stock pile onsite 10 days or longer shall be seeded and mulched; or covered up with a tarp. * Final Landscaping with Seed, Fertilizer, Topsoil or Sod * Street Sweeping 3. Inspection and Maintenance The General Contractor; MJL Homes, LLC, Mr. Mike Lindor, Phone: 612-685-1234, is responsible for providing, maintaining and removing all Erosion Control BMPs, as set forth above, which includes all materials, equipment and labor. Owner is responsible for having the Contractor install, maintain and remove the BMPs as set forth above. I certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. December 23, 2019 Jonathan L. Faraci Registered Land Surveyor & Registered Engineer Minnesota Registration No. 16464 NO SCALE DEFLECTOR PLATE OVERFLOW #1—CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY OVERFLOW #2 —TOP OF CURB BOX CURB CG-3067 HIGH—FLOW HIGH—FLOW FABRIC WIMCO MODEL # CG-3067 HIGH—FLOW INLET PROTECTION OR APROVED EQUAL CURB AND GUTTER INSTALLATION OPENING FOR LARGE EVENTS CATCH BASIN 0 0 0 SILT FABRIC TO BE WRAPPED AROUND SC8 IF NEEDED APPROVED MnDOT SILT FENCE FABRIC FASTEN TO STAKES 2' O.C. PERFORATED WALL 0 INFRASAFE SEDIMENT CONTROL BARRIER ROYAL ENVIROMENTAL SERVICES OR AN APPROVED EQUAL. CROSS SECTION VIEW O 0 TOP VIEW z PLACEMENT OF SEDIMENT CONTROL DEVICES WITH SILT FENCE FOR REAR YARD INLET PROTECTION. STORM SEWER EROSION CONTROL DETAILS DETAIL CITY OF EDINA LAKE AND LAND SURVEYING, INC. 1200 Centre Pointe Curve, Suite 275 Mendota Heights, Minnesota 55120 Phone: 651-776-6211 I certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the lows of the State of Minnesota. . A Jonathan L. Faraci Registered Land Surveyor & Registered Engineer Minnesota Registration No. 16464 December 23, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: April 15, 2020 Page 1 of 5 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers March 11, 2020 I. Call To Order Chair Olsen called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Berube, Thorsen, Strauss, Melton, Nemerov, Bennett, Agnew, and Chair Olson. Staff Present: Cary Teague, Community Development Director, Chris Aaker, Assistant Planner, Liz Olson, Administrative Support Specialist, Kaylin Eidsness, Senior Communications Coordinator. Absent from the roll call: Commissioner Velavuli, and Douglas. Chair Olson introduced the Planning Commission, Kate Agnew who indicated she is a member of the Complete Count Committee and was excited to be on the Planning Commission. III. Approval Of Meeting Agenda Commissioner Thorsen moved to approve the March 11, 2020, agenda. Commissioner Berube seconded the motion. Motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, February 26, 2020 Commissioner Thorsen moved to approve the February 26, 2020, meeting minutes. Commissioner Bennett seconded the motion. Commissioner Nemerov offered up the amendment to correct spelling on the Chair of the Arts & Culture Commission last name along with the street name that was spelled incorrectly during the Community Comments section. Motion carried as amended. V. Community Comment None. VI. Public Hearings A. B-20-5, An 18.2 Foot Front Yard Setback Variance and a 2.6 Foot First Floor Height Variance Draft Minutes☐ Approved Minutes☒ Approved Date: April 15, 2020 Page 2 of 5 Assistant City Planner Aaker presented the request of for an 18.2 Foot Front Yard Setback Variance and a 2.6 Foot First Floor Height Variance. Staff recommends approval of the variances, as requested subject to the findings and conditions listed in the staff report. Mr. Ross Bitner, Engineering Services Manager, addressed the Commission on the unique aspects of the site. Ms. Aaker continued with the staff presentation. Staff addressed Commission questions and concerns. Appearing for the Applicant Mr. Brett Brohl, 4209 Crocker Ave., introduced himself and addressed the Planning Commission. Public Hearing Mr. Tim Gruidl, 4213 Crocker Ave., addressed the Commission and indicated he was not in favor of the variance. Mr. Rod Scholl, 4217 42nd Street, addressed the Commission and indicated he was not in favor of the variance. Mr. Steven Porter, 4206 Crocker, addressed the Commission with his concerns and indicated he was not in favor of the variance. Commissioner Thorsen moved to close the public hearing. Commissioner Berube seconded the motion. Motion carried. Staff addressed Commission questions and concerns. Mr. Mike Lindor, MJL Homes address the Commission. Motion Commissioner Thorsen moved that the Planning Commission recommend approval of the 18.2- foot front yard setback variance and a 2.6-foot first floor height variance as outlined in the staff memo subject to the conditions and findings therein. Commissioner Berube seconded the motion. Motion carried unanimously. B. Comprehensive Plan Amendment & Rezoning with Variances – Corner of Hankerson Avenue and 52nd Street West (5132 and 5136-48 Hankerson Avenue) for Donnay Homes Draft Minutes☐ Approved Minutes☒ Approved Date: April 15, 2020 Page 3 of 5 Director Teague presented the request of for a Comprehensive Plan Amendment & Rezoning with Variances. Staff recommended approval of the Comprehensive Plan Amendment & Rezoning with Variances, as requested subject to the findings and conditions listed in the staff report. Appearing for the Applicant Ms. Elizabeth MacDonagh, 5132 Hankerson Avenue, introduced herself and reviewed her request with the Commission. Mr. Paul Donnay, 6605 Mohawk Trail and Mr. Steven Behnke, Senior Project Manager for Donnay Homes, 9655 63rd Avenue North, made a presentation of the proposal to the Commission. Mr. Behnke addressed Commission questions and concerns. Public Hearing Ms. Kaitlyn Erickson, 5108 William Avenue, addressed the Commission and indicated she was against this development. Mr. Tyler Gress, 5137 William Avenue, addressed the Commission and expressed he was against the development plans. Ms. Karen Erickson, 5116 William Avenue, addressed the Commission and explained that she was also against this development. Ms. Sandra Lewis, 5024 Hankerson Avenue, addressed the Commission and indicated she was not in favor of this development because of the traffic and safety of the children. Ms. Elaine Fitzgerald and Ms. Jenny Fitzgerald, 5013 Hankerson Avenue, addressed the Commission and explained they were against this development. Ms. Maria Doering, 5045 Hankerson Avenue, addressed the Commission and noted she was against the proposed development. Ms. Pam McGovern, 5101 William, addressed the Commission and indicated she was not in favor of this development with the density. Mr. Stefan Smith, 5224 West 51st Street, addressed the Commission and explained he was against this. Mr. Dennis Bornfleth, 5124 Hankerson Avenue, addressed the Commission and indicated he was opposed to this development. Mr. Jay Mahler, 5120 Hankerson Avenue, addressed the Commission and expressed his concern of this development. Ms. Kayla Schwein, 5100 Hankerson Avenue, addressed the Commission and went on record of not supporting the size and scope of the development. Ms. Lindsay Lenhardt, 5021 Hankerson Avenue, addressed the Commission and indicated she was against this development. Draft Minutes☐ Approved Minutes☒ Approved Date: April 15, 2020 Page 4 of 5 Mr. Doug Hoffman, 5129 William Avenue, addressed the Commission and explained this will have impact on him and was against this development. Ms. Nicole Sill, 5104 Hankerson Avenue, addressed the Commission and expressed she was against this development. Ms. Bridget Lionetti, 5113 William Avenue, addressed the Commission and noted she was against this development. Mr. Dan Pederson, 5108 Bedford, addressed the Commission and indicated he was against the development. Commissioner Thoreson moved to close the public hearing. Commissioner Berube seconded the motion. Motion carried unanimously. The Commission discussed the pros and cons of the Comprehensive Plan Amendment & Rezoning for the proposed development. Motion Commissioner Thoreson moved that the Planning Commission recommend approval to the City Council of the Comprehensive Plan Amendment & Rezoning with Variance as outlined in the staff memo subject to the conditions and findings therein. Commissioner Berube seconded the motion. 5 ayes, 3 nays (Nemerov, Bennett, Olson). Motion carried. VII. Reports/Recommendations A. Annual Meeting Chair Olsen indicated she was stepping down as Chair. She explained the officers needed to be elected. Chair Olsen nominated Commissioner Nemerov as Chair and Commissioner Thorsen as Vice Chair. Commissioner Berube seconded the nomination. Commissioner Olsen moved to elect Commissioner Nemerov as Chair and Commissioner Thorsen as Vice-Chair of the Planning Commission. Commissioner Berube seconded the motion. Motion carried. Commissioner Thorsen nominated Commissioner Berube as secretary. Commissioner Nemerov seconded the nomination. Motion carried. The Commission thanked Chair Olsen for her dedication and hard work as the Chairperson of the Planning Commission. Chair Olsen stated this has been a pleasure. VIII. Correspondence and Petitions None. Draft Minutes☐ Approved Minutes☒ Approved Date: April 15, 2020 Page 5 of 5 IX. Chair and Member Comments Commissioner Bennett was not aware that Commissioner Lee was stepping down and wanted to thank her for her service on the Planning Commission. The Commission concurred. Member Miranda thought the Commission needed to discuss at a future meeting idling of vehicles in the City. X. Staff Comments Planner Teague reported the Boards and Commissions recognition dinner is Monday, March 30, 2020 from 6:00 p.m. to 7:30 p.m. at Braemar. Planner Teague explained the next Planning Commission meeting will be cancelled on March 25, 2020 due to no agenda items. Planner Teague indicated March 7, 2020 the Planning Commission is scheduled for a work session with the City Council and the Transportation Commission to talk about the travel demand management ordinance. Planner Teague stated the second meeting in April he is planning on having a Worksession to take up the ordinance discussed a couple meetings ago. XI. Adjournment Commissioner Agnew moved to adjourn the March 11, 2020, Meeting of the Edina Planning Commission at 10:27 PM. Commissioner Berube seconded the motion. Motion carried. RESOLUTION NO. B-20-5 RESOLUTION APPROVING A VARIANCE TO Zoning Ordinance No. 850 AT 4209 Crocker Ave., Edina, MN BE IT RESOLVED by the Planning Commission of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Brett and Sarah Brohl have requested a 2.6 foot 1st floor height variance and a 18.2 foot front yard setback variance from the City Code to build a home at the existing nonconforming front yard setback and to elevate the basement out of the flood plain. 1.02 The property is legally described as follows: The North 90 feet of Lot 24, Block 1, Crocker and Crowells 1stAddition, Hennepin County, Minnesota 1.03 City Code Section 850.12 requires a front yard setback of 56.9 feet and a maximum 1st floor increase of 1 foot. 1.04 The applicant is proposing to rebuild a home at the same front yard setback as existing. This requires a variance of 18.2 feet from the west lot line and a 2.6 foot 1st floor height variance. 1.05 Minnesota Statutes, Section 462.354, Subdivision 12, and City Code Section 850.04 authorizes the Board of Adjustment and Appeals to grant variances. 1.06 On March 11, 2020, the Edina Planning Commission, acting as the Board of Adjustments and Appeals, held a public hearing on this application. The applicant was provided the opportunity to present information. The Board considered all of the hearing testimony and the staff report, which are incorporated by reference into this resolution Section 2. STANDARDS. 2.01 Section 850.04.Subd.1.F. states that the Board shall not grant a petition for a variance unless it finds that the variance would be in harmony with the general purposes and intent of this Section; that the variance would be consistent with the comprehensive plan; and that there are practical difficulties in complying with this Section. "Practical Difficulties" means that (i) the property owner proposes to use the property in a reasonable manner CITY OF EDINA 4801 West 50th Street • Edina, Minnesota 55424 www.EdinaMN.gov • 952-927-8861 • Fax 952-826-0389 not permitted by this section; (ii) the plight of the petitioner is due to circumstances unique to the petitioner's property and the unique circumstance were not created by the petitioner; and (iii) the variance, if granted, will not alter the essential character of the property or its surroundings. Economic considerations alone shall not constitute an undue hardship if reasonable use for the petitioner's property exists under the terms of this Section. Section 3. FINDINGS. 3.01 There are practical difficulties in complying with this Section: 1. The petitioner's proposed use of the property is reasonable because the proposed use is permitted in the R-1 Single Dwelling Unit District and complies with zoning standards, with exception of the new 1st floor elevation height and matching the existing front yard setback. The proposed home design elevates the lowest level of the dwelling two feet above the 100-year FEMA flood elevation of 869.58 removing it from the flood zone. It is a goal of the city to remove flood prone properties when given the opportunity from the flood plain since many homes in Edina were built prior to the first flood plain study conducted in 1979 and are nonconforming with basements lower than the flood elevation. 2. The need for the variance is caused by the following circumstances that are unique to the property and were not created by the property owner because the variance allows the new home to be elevated out of the flood zone and maintain the required distances from the neighbors to the north and south and maintain an existing front yard setback. It provides the required elevated basement while still complying with the maximum allowable height as measured from existing grade. The existing home is nonconforming regarding front yard setback. The new home will match the existing nonconforming front yard setback and will avoid affecting flood mitigation in the rear yard. The home will comply in all respects with the exception of the 1st floor height and existing nonconforming front yard setback. The variance will not alter the essential character of the area where the property is located because 3. 3.02 The variance is consistent with the City's Comprehensive plan because it will not alter the essential character of the neighborhood. The proposed home design reflects the character of the neighborhood in height, scale, and mass. The maximum height from existing grade will conform even given the increase in 1st floor elevation. The home is appropriate in size and scale for the lot, will be well under the maximum allowable building coverage and will be similar to surrounding properties. The new home will be an improvement to the existing flood zone conditions. 3.03 The variance will be in harmony with the general purposes and intent of this Section because it is consistent with the existing conditions. Section 4. BOARD OF ADJUSTMENT AND APPEALS ACTION. 4.01 The Edina Planning Commission acting as the Board of Adjustment and Appeals approves the above-described variance, subject to the above findings. Approval is subject to the following conditions: 1 The site must be developed and maintained in conformance with the following plans: • Survey dated stamped January 30, 2020. • Building plans and elevations date stamped: January 30, 2020. 2. Compliance with the conditions and comments listed in the Environmental Engineer's memo, February 2020. This variance will expire one year from the date of this approval, March 11, 2021, unless the City has issued a building permit for the project covered by this variance or approved a time extension. Adopted by the Planning Commission acting as Zoning Board of Appeals of the City of Edina, Minnesota, on March 11, 2020. to nn diben. JoAnn Olson, Chair of the Planning Commission ATTEST: • Liz Olson, FlUling Department ACTION ON THIS RESOLUTION: Motion for adoption: Thorsen Seconded by: Berube Voted in favor of: Agnew, Bennett, Nemerov, Strauss, Thorsen, Berube, Miranda, Chair Olsen Voted against: None. Abstained: None. Absent: Douglas Resolution adopted. I hereby certify that the foregoing is a true and correct copy of a resolution adopted by the Board of Adjustment and Appeals of the City of Edina, Minnesota, at a duly authorized meeting held on March 11, 2020. Liz Olson, Planning Department