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HomeMy WebLinkAbout5.a. Warren Variance EXECUTIVE SUMMARY Planning Commission Regular Meeting: July 13, 2021 AGENDA ITEM: Request by Michael and Mollie Warren for a Variance from the Side Yard Setback Requirement for Structures in the RR-Rural Residential Zoning District. AGENDA SECTION: Public Hearing PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 5.a. ATTACHMENTS: Resolution; Site Location; Site Aerial; Site Plan; Applicants’ Narrative APPROVED BY: AK RECOMMENDED ACTION: Motion by the Board of Appeals and Adjustments to Adopt a Resolution Approving a Variance from the RR-Rural Residential Side Yard Setback for Structures from thirty (30) feet to fourteen (14) feet at 12505 Danbury Way. SUMMARY The Planning Commission, acting as the Board of Appeals and Adjustments, is being asked to consider an application from Michael and Mollie Warren for a variance from the structural side yard setback requirement of 30 feet to 14 feet to construct an addition to the attached garage that will provide a third stall. The request was reviewed by staff in the planning and engineering departments, and staff is recommending the Board of Appeals and Adjustments approve a variance reducing the minimum side yard setback from 30 feet to 14 feet. Applicants and Owners: Michael and Mollie Warren Location: 12505 Danbury Way Area in Acres: 3.72 Acres Comp Guide Plan Designation: RR-Rural Residential Current Zoning: RR-Rural Residential BACKGROUND The subject parcel is located within the RR-Rural Residential zoning district which is comprised of neighborhoods of single-family homes located on larger lots in a more rural setting. These neighborhoods also feature many natural features such as rolling terrain and wetlands. The subject parcel features a single- family home that was constructed in 1986 and is located 30.7 feet from the northern parcel boundary. Staff believes the site was chosen for the house due to the sloping topography leading from the home to Danbury Way. Additionally, there is a wetland located in the southeast corner of the property that the builder would have had to avoid. The City Code requires all single-family dwellings provide at least two attached, enclosed parking spaces. In the time since the home was constructed, the text of the Zoning Ordinance was amended to also require a location be provided for a third stall. This condition would not have been met by the subject property had it been built after the adoption of that text amendment. 2 The proposed garage addition is consistent with the height of the existing garage. It measures 16 feet wide by 26 feet deep. The façade of the existing garage will be brought forward six feet as part of the project. Except for the encroachment into the minimum side yard setback, the proposed addition complies with all other requirements of the zoning ordinance. The applicant has provided plans that include elevations of the garage addition, which are included with the attachments. As with all public hearings, notices were sent to the owners of all properties within 500 feet of the subject parcel. Additionally, staff advised the applicants to speak with their neighbor immediately to the north. Staff has received no comments regarding this variance request. Staff finds that the request meets the standards for issuing a variance, and therefore recommends approval of the request for a variance from the side yard structural setback requirement of the RR-Rural Residential zoning district. Those standards and staff’s findings are listed below. ISSUE ANALYSIS Variance Standards According to Section 11-12-2.G, there are five criteria for the Board of Appeals and Adjustments to review when considering a variance request. The five criteria used to assess each request along with staff’s findings for each are listed below. While weighing a variance request against these criteria, there are also two key issues to consider. The first is whether the applicant has reasonable use of their property without the variance. The second is whether the project can be redesigned to eliminate or reduce the need for a variance. The Board of Zoning Appeals must approve or deny each request based on findings related to each of the five standards. 1. The variance request is in harmony with the purposes and intent of the ordinance. Finding: Staff finds that the request is in harmony with the purposes and intend of the ordinance. The RR zoning district is intended to provide for a large lot rural residential lifestyle. 2. The variance is consistent with the comprehensive plan. Finding: The site is designated as Rural Residential. The variance request is consistent with that designation. 3. The property owner proposes to use the property in a reasonable manner. Finding: Staff finds that the variance permits the homeowner to use the property consistent with many others in the RR zoning district. 4. There are unique circumstances to the property which are not created by the landowner. Finding: Staff finds that there are unique circumstances to this property. The topography and the existence of a wetland on the site required the home to be placed where it is. Additionally, when the home was built there was not the requirement for space for a third garage stall that is currently required by the zoning ordinance. 5. Granting of the variance does not alter the essential character of the locality. Finding: The essential character of the locality would not be altered by granting the variance. Many other properties in the vicinity feature three-car attached garages. Variances were not needed in those instances due to the placement of the houses further from the property boundaries. RECOMMENDATION Based upon the information provided by the applicant and the criteria for issuance of a variance, staff is supportive of the variance request. 1 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION BA2021-01 A RESOLUTION APPROVING A VARIANCE FROM THE RR-RURAL RESIDENTIAL SIDE YARD SETBACK STANDARD FOR STRUCTURES, FROM THIRTY (30) FEET TO FOURTEEN (14) FEET. WHEREAS, Michael and Mollie Warren, 12505 Danbury Way, (the “Applicants”) have submitted an application to the City of Rosemount (the “City”) for a variance from the RR-Rural Residential side yard setback standard for structures from thirty (30) feet to fourteen (14) feet. WHEREAS, notice has been published, mailed and posted pursuant to the Rosemount Zoning Ordinance, Section 11-12-2; and WHEREAS, the Rosemount Board of Appeals and Adjustments held a public hearing for a variance from the 30’ side yard setback to 14’ on July 13, 2021; and NOW, THEREFORE, based on the testimony elicited and information received, the Rosemount Board of Appeals and Adjustments makes the following: FINDINGS 1. That the procedures for obtaining said Variance are found in the Rosemount Zoning Ordinance, Section 11-12-2. 2. That all the submission requirements of said Section 11-12-2 have been met by the Applicant. 3. That the proposed variance will allow the construction of an addition to an attached garage at 12505 Danbury Way because it encroaches upon the rear yard setback required by the Zoning Ordinance. 4. That the Variance will be located on property legally described as follows: Lot 17, Block 1 Mickelson’s 2nd Addition, Dakota County, Minnesota. 5. That the request is in harmony with the purposes and intend of the ordinance. The RR zoning district is intended to provide for a large lot rural residential lifestyle. 6. That the site is designated as Rural Residential in the City of Rosemount Comprehensive Land Use Plan, and the request is consistent with that designation. 2 7. That the variance permits the homeowner to use the property in a reasonable manner that is consistent with many others in the RR zoning district. 8. That there are unique circumstances to this property. The topography and the existence of a wetland on the site required the home to be placed where it is. Additionally, when the home was built there was not the requirement for space for a third garage stall that is currently required by the zoning ordinance. 9. That the essential character of the locality would not be altered by granting the variance. Many other properties in the vicinity feature three-car attached garages. Variances were not needed in those instances due to the placement of the houses further from the property boundaries. CONCLUSIONS AND DECISION Based on the foregoing, the Applicant’s application for a Variance is granted, subject to the applicants receiving any required permits for the accessory structure. Passed and duly adopted this 13th day of July, 2021, by the Board of Appeals and Adjustments of the City of Rosemount, Minnesota. __________________________________ Melissa Kenninger, Chair ATTEST: ________________________________ Stacy Bodsberg, Planning & Personnel Office Specialist F.D. RADON -UP UP (17) EQ. R. & 10" TREADS W/ 1" NOSING DRAWING TITLE: LOCATION: PAGE PAGE DESCRIPTION: L D     CURRENT DATE: REVISION:REV. DATE: ©         SHEET INDEX :     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. 1. ALL CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. ALL WALLS ARE TO HAVE 1 2" GYPSUM BOARD UNLESS OTHERWISE NOTED. 3. GARAGE CEILING AND WALLS THAT ADJOIN HOUSE WALLS ARE TO BE 5 8" GYPSUM BOARD PER CODE. 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. 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. 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 KING STUDS REQUIRED PER SIDE OF OPENING. 1. ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.SF. SOIL. 2. FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THAN 3'4". 3. 1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 6' O.C. MAX. 12" MIN, FROM EACH END. MINIMUM OF 2 BOLTS IN EACH SILL PLATE (REFER TO STRUCTURAL PAGES). 4. PAD FOOTING REINFORCEMENT IS TO BE LOCATED (3") FROM BOTTOM OF FOOTING TYP. (WHEN REQUIRED) 5. REFER TO STRUCTURAL PAGES FOR ADDITIONAL INFORMATION REGARDING RE-BAR/ETC. 6.    SINGLE FAMILY CONSTRUCTION TYPE IRC-1 -2020 MINNESOTA STATE RESIDENTIAL CODE -2020 NATIONAL ELECTRICAL CODE -2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE -2020 MINNESOTA STATE FIRE CODE -2020 MINNESOTA PLUMBING CODE DESIGNED WITH 2000 PSI SOILS, ALL FOUNDATION CONSTRUCTION MUST FACTOR IN THIS AT A MINIMUM. DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS AND WIND GUSTS OF 115 MPH PER 2020 MN RESIDENTIAL CODE REGULATIONS. -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. -SH3050 EQUALS SINGLE HUNG 3'0" BY 5'0" -FX2646 EQUALS FIXED 2'6" BY 4'6" SCALE: 1/4" = 1'-0" FRONT ELEVATION1 -MATERIAL: SMART-SIDING, VERIFY W/ SPEC. 6" FASCIA PER SPEC. 6" FASCIA PER SPEC. 6" FRIEZE PER SPEC. 6" FRIEZE PER SPEC. 4" TRIM PER SPEC.4" TRIM PER SPEC. 4" TRIM PER SPEC.3'-2 3/4"9'-1"4 3/4"SCALE: 1/4" = 1'-0" REAR ELEVATION3 SCALE: 1/4" = 1'-0" LEFT ELEVATION2 -MATERIAL: SMART-SIDING, VERIFY W/ SPEC. -MATERIAL: SMART-SIDING, VERIFY W/ SPEC. 6" FASCIA PER SPEC. 6" FASCIA PER SPEC. 6" FASCIA PER SPEC. 6" FRIEZE PER SPEC. 4" TRIM PER SPEC. 4" TRIM PER SPEC. 4" TRIM PER SPEC.3'-2 3/4"9'-1"4 3/4"3'-2 3/4"9'-1"4 3/4"RIDGE VENTRIDGE VENT VALLEYVALLEYVALLEYVALLEY12:12 SLOPE 12:12 SLOPE 12:12 SLOPE 1'-0" TYP1'-0" TYP1'-0" TYP 1'-0" TYP1'-0" TYP1'-0" TYP1'-0" TYP 1'-0" TYPTHIS AREA OF ROOF & EXISTING HOUSE ROOF ARE EXISTING AND REMAIN AS IS, VERIFY ON SITE FOR PITCHES, HEEL HEIGHT, OVERHANGS.6:12SLOPE6:12SLOPESCALE: 1/4" = 1'-0" ROOF PLAN4 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. DRAWING TITLE: LOCATION: PAGE PAGE DESCRIPTION: L D     CURRENT DATE: REVISION:REV. DATE: ©             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. 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. 6" 8" 2'-1"16'-0"2'-1"3'-0"10'-0"3'-0" 16'-0"20'-2" 36'-2" 6" 8" 6" 8"6"8"6'-0"18'-0"6" 8" 16'-0"9'-8" 25'-8"6"8"1'-10"6'-3"18'-5"26'-6"2'-0"28'-6"6"8"6"8"FOR EASE OF UNDERSTANDING, GRADE IS CONSIDERED 0'0" ON THIS FOUNDATION PLAN. VERIFY ALL EXISTING DIMENSIONS, FOUNDATIONS, AND OTHER STRUCTURAL ITEMS IN FIELD. FOUNDATION HEIGHT MAY VARY PER GRADE CONDITIONS. C J C J C J C J C JC J C J C J C JC JC JC JC J20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG. 20" X 8" CONT. SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.SCALE: 1/4" = 1'-0" FOUNDATION PLAN1 12" LONG #4 DOWELS EMBEDDED INTO NEW/OLD WALLS 6" IN EACH DIRECTION W/ GROUT PER MASON, SPACE VERTICALLY EVERY 2' O.C. 12" LONG #4 DOWELS EMBEDDED INTO NEW/OLD WALLS 6" IN EACH DIRECTION W/ GROUT PER MASON, SPACE VERTICALLY EVERY 2' O.C. DRAWING TITLE: LOCATION: PAGE PAGE DESCRIPTION: L D     CURRENT DATE: REVISION:REV. DATE: ©            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 1 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 30 PSF/FT. -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 SCALE: 1/4" = 1'-0" 454 SQ. FT. EXISTING GARAGE1 SCALE: 1/4" = 1'-0" 999 SQ.FT / ADDS 544 SQ.FT. PROPOSED GARAGE ADDITION2 CONCRETE 35'2"X25'6"/27'6" 6"6"6"6"6"6"6"6"2'-1"16'-0"2'-1" 20'-2"22'-6"9'-8"10'-6"4'-6"6"18'-0"6"6"6"6"6"6"6"6"6"6"6"25'-8"10'-6" 6"5'-0"21'-6"26'-6"2'-0"28'-6"3'-0"10'-0"3'-0"2'-1"16'-0"2'-1" 16'-0"20'-2" 36'-2"4'-6"24'-0"6"INDICATES NEW WALL AREAS ADDED. LOCATIONS AND SIZES OF ALL WINDOWS AND DOORS SHOWN AS EXISTING REPRESENTED AS ACCURATELY AS POSSIBLE - TO BE VERIFIED ON SITE -VERIFY ALL DIMENSIONS IN FIELD, SIZES BASED OFF ORIGINAL PLANS SUPPLIED BY OWNER AND/OR PER MEASUREMENTS/REVIEW ON SITE. -REMOVAL OF FINISHES, UNEVEN WALLS, AND/OR REPAIR AS NEEDED MAY ALTER DIMENSIONS. -REVIEW/VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF FLOOR AND ROOF TRUSSES. -ALL MAJOR DISCREPANCIES, VARIANCES AND CHANGES TO BE REPORTED TO LITTFIN DESIGN FOR REVIEW AND ALTERATION OF PLAN AS NEEDED. EXISTING ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF. EXISTING ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF. EXISTING ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF. EXISTING ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF. NEW ROOF TRUSS SYSTEM ABV. 24" O.C. (OR) PER TRUSS PER MANUF.NEW ROOF TRUSS SYSTEMABV. 24" O.C. (OR) PERTRUSS PER MANUF.-4" CONCRETE SLAB -POLY BARRIER -COMPACTED FILL ROOF TRUSSES PER MANUF. MIN. R-49 -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 -FINISH MATERIAL PER ELEV. -HOUSE WRAP -2X6 FRAMING, 16" O.C. -1/2" OSB SHEATHING -R-20 INSULATION -VAPOR BARRIER -1/2" GYPSUM WALL BOARD -LATEX BASED PRIMER/ PAINT MIN. R-20 MIN. R-20 6"HEEL HEIGHT CONCRETE 35'2"X25'6"/27'6"3'-2 3/4"9'-1"4 3/4"3'-2 3/4"9'-1"4 3/4"1/2" = 1'-0" SECTION THROUGH GARAGE ADDITION3 DRAWING TITLE: LOCATION: PAGE PAGE DESCRIPTION: L D     CURRENT DATE: REVISION:REV. DATE: ©            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 1 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 30 PSF/FT. -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 INDICATES NEW WALL AREAS ADDED.26'-6"36'-2" 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"4'-0"2'-1" DASHED RECTANGLE INDICATES LOCATION OF EXTENDED HEADER PER PORTAL WALL DETAILS 2'-1" 3'-0" DASHED RECTANGLE INDICATES LOCATION OF EXTENDED HEADER PER PORTAL WALL DETAILS SCALE: 1/4" = 1'-0" 999 SQ.FT / ADDS 544 SQ.FT. PROPOSED GARAGE ADDITION WALL BRACING1 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 UPLIFT 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 115 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) -: -MINIMUM (3) 16d BOX NAILS 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 W/ MANUF. DETAILS). -: -CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF WOOD PANEL. 1. ALL WALLS DESIGNED PER METHOD CS-WSP OF THE 2020 MN CODE. 2. ALL EXTERIOR WALLS ARE TO BE CONTINUOUSLY SHEATHED WITH A MINIMUM 3/8" THICK WOOD PANEL. 3. CONNECTION OF WOOD PANEL TO STUDS SHALL BE 8d COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF WOOD 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 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 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". -MINIMUM 1/2" GYPSUM BOARD APPLIED 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 WALL/FLOOR) 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).12' MAX. TOTAL WALL HEIGHT10' MAX. HEIGHTEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2' - 18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL PONY WALL HEIGHTDRAWING TITLE: LOCATION: PAGE PAGE DESCRIPTION: L D     CURRENT DATE: REVISION:REV. DATE: ©           