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HomeMy WebLinkAboutItem 05c - Al Hadi AssociationCity of Lakeville Community Development Memorandum To : Planning Commission From: Kris Jenson, Planning Manager Date: June 15, 2026 Subject: Packet Material for the June 25, 2026 Planning Commission Meeting Agenda Item: Al Hadi Association Conditional Use Permit for: 1. Religious institution in the RS-3, Single Family Residential District 2. Exceed 125% of the minimum parking spaces required by the Zoning Ordinance. Application Action Deadline: July 31, 2026 INTRODUCTION Applications for a conditional use permit have been submitted by representatives of Al Hadi Association for the construction of a nearly 3,700 square foot facility as well as a parking lot which will include more than 125% of the minimum number of parking spaces required by the Zoning Ordinance. The property is located at 17732 Junelle Path, south of 175th Street, behind the Cub Foods in Argonne Village. The Al Hadi Association plans have been distributed to Engineering and Environmental Resources staff for review. EXHIBITS A. Aerial Location Map B. Zoning Map C. Existing Condition Survey D. Site and Dimension Plan E. Grading & Drainage Plan F. Utility Plan G. Tree Preservation Plan & Inventory (3 pages) H. Landscape Plan I. Building Elevations (4 pages) J. Floor Plans K. Trash Enclosure Detail L. Color Elevations PLANNING ANALYSIS Conditional Use Permit. The conditional use permit is a quasi-judicial decision – the City’s role is to determine the facts associated with the request and weigh those facts against the legal standards contained in the City Code and State Statute. In general, if the facts indicate the applicant meets the relevant legal standards of the code and will not compromise the general welfare, the applicant is likely entitled to approval. The City is, however, able to add conditions to approval to ensure that any impacts on and around the subject property are adequately addressed. Existing Conditions. The site has a 1,230 square foot single family home which was constructed in 1922. The site also includes a 490 square foot detached garage with a 230 square foot leanto, a 530 square foot barn, and a 48 square foot shed. The home and garage will be removed as part of the construction on site. The barn and shed, both of which are located further east on the site, atop the hill on the east half of the property, are proposed to remain at this time. A security must be submitted to guarantee the demolition of the existing homestead and garage and the sealing and abandonment of the well. Adjacent Land Uses. North: Single family home (RS-2 District) South: Twinhomes (PUD District) East: Undeveloped property (RS-2 District) West: Argonne Hills senior housing (O-R District), Junelle Path, Cub Foods/Argonne Village commercial center (PUD District) Zoning. The subject property is zoned RS-2, Single Family Residential District which allows religious institution uses by conditional use permit. Setbacks. The proposed structure meets the RS-2 District setback requirements, as follows: Front and rear yards – 30 feet Side Yards – 30 feet Religious institutions are required to have double the side yard setback requirements of the zoning district in which the property is located, so the side yard setbacks is 30 feet, rather than the 15 feet required for a residential dwelling. Streets. The subject site abuts Junelle Path, which is a 38-foot-wide local street within a 66-foot-wide right-of-way. Junelle Path is posted for no parking. Trails and Sidewalks. There is not a sidewalk along Junelle Path. Grading, Drainage and Utility Plans. The grading, drainage and utility plans were submitted to the Engineering Division for their review. The civil plans are still under review and must be finalized prior to consideration by the City Council. Please refer to the June 17, 2026 Engineering Division report from Jon Nelson, Assistant City Engineer and McKenzie Cafferty, Environmental Resources Manager, for more detailed review comments. Tree Preservation. The City Forester reviewed the submitted tree preservation plan, which identified trees on the west portion of the site, where construction will take place. Based on the trees included in the inventory, there are 813 significant tree diameter inches on site, and 509 inches proposed to be removed, which requires the replacement of 23 inches of require tree diameter to be planted on site. The plans indicate that maple, white pine, and crabapple trees will be planted to meet the 23 inches of required tree planting. The City Forester will confirm the tree removal calculations prior to the approval of the SIPA by the City Council. CONDITIONAL USE PERMIT Section 11-51-7.D allows religious institutions in the RS-2, Single Family Residential District subject to approval of a conditional use permit. Section 11-19-13.J allows the number of parking spaces to exceed 125% of the minimum number required by conditional use permit subject to the following criteria: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site is served by Junelle Path, which is classified as a local street. Junelle Path as constructed is 38 feet, measured from the back of curb to back of curb and is wider than a typical local residential street, which generally measures 32 feet from the back of curb to the back of curb. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of this title. Access to the site will remain unchanged with the change in use for the site. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. A sidewalk is provided along the front and side of the building, adjacent to the parking lot. D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of this title. The site proposes 59 parking spaces. Parking for religious institutions is calculated based on the design capacity of the main assembly, which in this case has a capacity for 118 persons and requiring a minimum of 39 parking spaces. A conditional use permit is being processed because the site is proposing in excess of 125% of the Zoning Ordinance requirements, which is supported by staff. The applicant has provided information about the activities to be expected at the site. The mosque will operate daily from 1 pm to 9 pm, during which 8-10 members are expected to stop by to perform prayers. The main assembly time is on Friday between 12 noon and 2pm, when it is expected that up to 70 members will attend services. During those times, there is expected to be up to 10 staff members on site as well. Some of the other activities that will take place on site are a monthly youth program and a group study one night per week. The primary factor in providing additional parking is that on-street parking is not permitted on Junelle Path, so should additional spaces be needed above the 39 required spaces, the site can accommodate those vehicles. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. Not applicable. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Landscaping is proposed in the southwest corner of the property and north and east of the parking lot. In the southwest corner, there are five trees proposed to be saved, which provide some buffering of the site from Junelle Path and the homes to the south. Five Little Giant arborvitae shrubs are proposed just inside the property line, to provide additional screening. The applicant looked at adding trees or other plantings amongst the existing trees in this area for buffering, but in consultation with the City Forester it was recommended to not add plantings in that area, out of concern for potential damage to the roots of those trees and the ability for new plantings to survive give the heavy tree canopy that exists. The Little Giant Arborvitae shrubs will also be planted between the parking and the stormwater pond, for additional screening of the parking lot. Brandon Arborvitae shrubs are proposed along the parking spaces south of the building and along 125 feet of the north side of the west parking area. These plantings are intended to screen the parking lot and minimize vehicle headlights from shining on adjacent parcels. Finally, four white pine trees are proposed to be planted among the existing trees just north of the parking area, which slopes up steeply towards the east. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. The landscape plan includes proposed plantings around the south and west sides of the building and within the parking lot. The City Forester has reviewed and approved the landscape plan. Prior to any landscape inspections on site, an as-planted landscape plan must be submitted to Forestry staff. H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of this title. The photometric plan indicates that all lighting on site will be on the building; parking lot lighting is not proposed. All building mounted lights must be facing downward onto the structure per Section 11-16-17. The light levels indicated on the photometric plan are in compliance with section 11-16-17 of the Zoning Ordinance. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of this title. There is not anticipated to be any exterior noise generated by the use beyond the general day to day activity. The applicant has indicated that there will not be a call to prayer broadcast outside of the mosque. J. The site drainage system shall be subject to the review and approval of the city engineer. The stormwater system is still under review by Engineering staff. The civil plans must be approved by the Engineering Division as well as a Site Improvement Performance Agreement and Stormwater Maintenance Agreement executed by the Developer and approved by the City Council prior to any construction beginning on site. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The proposed building has a footprint of just under 3,700 square feet and will primarily be clad in brick with windows on all four sides of the building. These two materials total 70.4% of the exterior, in compliance with Zoning Ordinance requirements. The remainder of the structure is proposed to be stucco and architectural panels with a natural material finish; these materials are grade B and grade C and account for 29.6% of the exterior materials. The primary colors of the building are two shades of cream, while the domed area at the front entrance includes two darker shades of brown and dark green metal dome over the entrance. The proposed structure has an overall height to the peak of 31 feet, 10.75, which is less than the 35 foot maximum height allowed in the RS- 2 district. Building height for peaked roofs is typically measured from grade level to the midpoint of the roof, which in this case is about 26 feet. The building also proposes a minaret which has an overall height of 38 feet, 7 inches. The minaret is built as a part of the building and is therefore exempt from the height requirements of the RS-2 District per Section 11-17-74 D, which states that building height limits do not apply to church spires and crosses or other symbols as an element of the principal building. L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of this title. A trash enclosure is proposed to be located just east of the main entrance, in the corner of the parking lot. The exterior materials must be compatible with the proposed structure and include a maintenance-free gate. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of this title. A sign has not been indicated on the plans at this time and the applicant has indicated that a sign is not planned at this time. If a sign is proposed for the site, it must be in compliance with Section 11-23-19 and a permit be issued prior to installation. N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Not applicable O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. The hours of mosque operation are not expected to be incompatible with the area. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable. The use complies with the performance standards of the RS-2 district. RECOMMENDATION Community Development staff have reviewed the plans for Al Hadi Association and determined they meet the requirements of the Zoning Ordinance and recommends approval of a conditional use permit, subject to the following stipulations: 1. The stipulations and recommendations listed in the Engineering Division memorandum dated June 17, 2026. 2. Civil plans must be approved by the Engineering Division prior to construction beginning on the site. 3. A Site Improvement Performance Agreement (SIPA) and Stormwater Maintenance Agreement (SMA) must be executed, approved by the City Council, and recorded with Dakota County prior to construction beginning on the site. 4. The building and site shall be developed consistent with the plans approved by the City Council. 5. A landscape security shall be submitted with the SIPA. 6. An as-planted landscape plan must be submitted prior to a landscape inspection of the site. Findings of fact are attached for consideration. Dakota County, Microsoft, Vantor City of Lakeville Location Map Al Hadi Association CUP JUN E L L E P A T H JUNELLE CT Subject Property ± Cub Foods EXHIBIT A City of Lakeville Location Map Al Hadi Association CUP JUN E L L E P A T H JUNELLE CT Subject Property ±EXHIBIT A SHEET NO. C2 No. TAG #SPECIES DIAMETER (Inches)HEIGHT (Feet) CONDITION TYPE OF TREE REMOVALS TREE YES/NOT TOTAL DIAMETER ON SITE (Inches) TOTAL DIAMETER ON REMOVED (Inches) 1 103 CRABAPPLE 12 8 COMMON TREE NO 2 138 ASH 7 8 COMMON TREE YES 3 139 ASH 13 8 COMMON TREE YES 4 140 ASH 7 8 COMMON TREE YES 5 142 ASH 10 8 COMMON TREE NO 6 145 MAPLE 7 8 COMMON TREE NO 7 147 ASH 18 8 COMMON TREE NO 8 152 ASH 6 8 COMMON TREE YES 9 154 ASH 6 8 COMMON TREE YES 10 156 ASH 16 8 COMMON TREE YES 11 160 ASH 13 8 COMMON TREE YES 12 161 ASH 12 8 COMMON TREE YES 13 162 ASH 11 8 COMMON TREE YES 14 163 ASH 7 8 COMMON TREE YES 15 164 ASH 15 8 COMMON TREE YES 16 165 ASH 14 8 COMMON TREE YES 17 166 ASH 14 8 COMMON TREE YES 18 167 BUCKTHORN N/A 8 COMMON TREE YES 19 168 ASH 18 8 COMMON TREE YES 20 169 BUCKTHORN N/A 8 COMMON TREE NO 21 171 ASH 24 8 COMMON TREE NO 22 173 ASH 6 8 COMMON TREE NO 23 174 ASH 6 8 COMMON TREE NO 24 175 ASH 7 8 COMMON TREE NO 25 104 BOXELDER 8 8 COMMON TREE YES 26 111 CRABAPPLE 16 8 COMMON TREE YES 27 115 CATALPA 8 8 COMMON TREE YES 28 116 CRABAPPLE 8 8 COMMON TREE YES 29 117 COTTONWOOD 72 8 COMMON TREE YES 30 118 BUCKTHORN N/A 8 COMMON TREE YES 31 119 BUCKTHORN N/A 8 COMMON TREE YES 32 120 BUCKTHORN N/A 8 COMMON TREE YES 33 121 BUCKTHORN N/A 8 COMMON TREE YES 34 122 ASH N/A 8 COMMON TREE YES 35 123 BUCKTHORN N/A 8 COMMON TREE YES 36 124 ASH N/A 8 COMMON TREE YES 37 125 ASH N/A 8 COMMON TREE YES 38 126 BUCKTHORN N/A 8 COMMON TREE YES 39 129 BUCKTHORN N/A 8 COMMON TREE YES 40 131 ASH N/A 8 COMMON TREE YES 41 132 ASH N/A 8 COMMON TREE YES 42 135 BUCKTHORN N/A 8 COMMON TREE YES 43 136 ASH N/A 8 COMMON TREE YES 44 143 BUCKTHORN N/A 8 COMMON TREE YES 45 144 BUCKTHORN N/A 8 COMMON TREE YES 361 271 46 100 SPRUCE 12 8 CONIFEROUS TREE NO 47 112 SPRUCE 18 8 CONIFEROUS TREE NO 48 170 PINE 14 40 8 CONIFEROUS TREE NO 49 105 SPRUCE 8 8 CONIFEROUS TREE YES 50 106 SPRUCE 8 8 CONIFEROUS TREE YES 51 107 SPRUCE 8 8 CONIFEROUS TREE YES 52 108 SPRUCE 8 8 CONIFEROUS TREE YES 53 109 SPRUCE 8 8 CONIFEROUS TREE YES 54 110 SPRUCE 8 8 CONIFEROUS TREE YES 92 48 55 101 OAK 40 8 HARDWOOD DECIDUOUS TREE NO 56 102 OAK 20 8 HARDWOOD DECIDUOUS TREE NO 57 141 OAK 22 8 HARDWOOD DECIDUOUS TREE YES 58 148 OAK 14 8 HARDWOOD DECIDUOUS TREE YES 59 149 OAK 20 8 HARDWOOD DECIDUOUS TREE YES 60 151 OAK 12 8 HARDWOOD DECIDUOUS TREE YES 61 153 OAK 20 8 HARDWOOD DECIDUOUS TREE YES 62 155 OAK 18 8 HARDWOOD DECIDUOUS TREE YES 63 176 OAK 24 8 HARDWOOD DECIDUOUS TREE YES 64 157 OAK 18 8 HARDWOOD DECIDUOUS TREE YES 65 158 OAK 14 8 HARDWOOD DECIDUOUS TREE YES 66 159 OAK 24 8 HARDWOOD DECIDUOUS TREE YES 67 114 HONEY LOCUST 20 8 HARDWOOD DECIDUOUS TREE NO 68 128 OAK 10 8 HARDWOOD DECIDUOUS TREE YES 69 130 OAK 18 8 HARDWOOD DECIDUOUS TREE YES 294 190 70 113 OAK 36 8 HERITAGE TREE NO 71 172 OAK 30 8 HERITAGE TREE NO 66 0 72 127 ASH 18 D EAD YES 73 133 ASH 18 DEAD YES 74 134 ASH 24 DEAD YES 75 137 BUCKTHORN 7 DEAD YES 76 146 ASH 18 DEAD YES 77 150 ASH 8 DEAD YES 93 93 T OTAL TREES (COUNT) TREES BEING REMOVED (COUNT) TOTAL DIAMETER ON SITE (IN.) TOTAL DIAMETER OF REMOVED TREES (IN.) 45 36 361 271 9 6 92 48 15 12 294 190 2 0 66 0 71 54 813 509 325 TOTAL SIGNIFICANT X TREES X 40%SAVED 37.4% REMOVED 62.6%509 BY DIAMETER (INCHES) TREE CLASSIFICATION TOTALS COMMON TREES CONIFEROUS TREE HARDWOOD DECIDUOUS TREES HERITAGE TREES Table 1: Tree classification Total significant tree diameter inches on site Total significant tree diameter inches removed Common 361 271 Coniferous 92 48 Hardwood deciduous 294 190 Heritage trees 66 0 TOTAL 813 509 Table 2: Removal Threshold Allowable removal of significant diameter inches 40% removal threshold 325 70% removal threshold 569 Determine the rate of required tree replacement With a 40% removal threshold With a 70% removal threshold Subtract total significant common diameter inches removed from threshold 54 298 Common inches that require replacement 0 0 then subtract total significant conifer diameter inches from the above result 6 250 Conifer inches that require replacement 0 0 hardwood deciduous diameter inches from the above result -184 250 Hardwood deciduous inches that require replacement 183.8 0.0 Table 4: Determine the rate of required tree replacement With a 40% removal threshold With a 70% removal threshold Tree replacement required for common trees (1/8 diameter inches)0.0 0.0 Tree replacement required for conifer trees (1/4 diameter inches)0.0 0.0 Tree replacement required for hardwood deciduous (1/2 diameter inches)91.9 0.0 Significant tree replacement required for heritage trees (100% diameter inches)0.0 0.0 replacement required (diameter inches). Not including credits.91.9 0.0 Table 5: Total inches of heritage trees preserved on site.66.0 Total preserved significant inches located within an (Not including inches from heritage trees, as they are already counted above)747.0 Determine required tree replacement including credits. With a 40% removal threshold With a 70% removal threshold Credits from the larger of the two above totals (diameter inches)46.0 0.0 Remaining required tree replacement in diameter inches 46.0 0.0 two above totals (diameter inches)23.0 0.0 Final required tree replacement (diameter inches) 23.0 0.0 Directions: Fill all cells highlighted in yellow with the numbers from your tree preservation plan. Table 3: If at any point the calculation in this table goes below zero, all remaining significant Table 6: The larger of the two totals shown in table 5 is computed into credit first. The smaller PLANT SCHEDULE 1 EVERGREEN SHRUB QTY COMMON NAME BOTANICAL NAME CONT BA 40 BRANDON ARBORVITAE THUJA OCCIDENTALIS "BRANDON" MIN. 6 FT. TALL 2 EVERGREEN SHRUB QTY COMMON NAME BOTANICAL NAME CONT LGAA 4 LITTLE GIANT AMERICAN ARBORVITAE THUJA OCCIDENTALIS "LITTLE GIANT" 6 FT. TALL & WIDE 3 DECIDUOUS TREE QTY COMMON NAME BOTANICAL NAME CONT MP 5 MAPLE ACER MIN. CALIPER 2.5 INCHES 4 CONIFEROUS TREE QTY COMMON NAME BOTANICAL NAME CONT BHS 4 WHITE PINE PINUS STROBUS MIN. 6 FT. TALL 5 DECIDUOUS TREE QTY COMMON NAME BOTANICAL NAME CONT CB 2 CRABAPPLE MALUS MIN. CALIPER 2 INCHES 6 DECIDUOUS SHRUB QTY COMMON NAME BOTANICAL NAME CONT HP 2 HYDRANGEA "PANICULATA"PANICLE HYDRANGEA 2 GAL. 7 HV 6 HYDRANGEA "BLUE" HYDRAGEA MACROPHYLLA "NIKKO BLUE" 2 GAL. 8 PERENNIAL GRASS QTY COMMON NAME BOTANICAL NAME CONT WPG 10 WHITE PAMPAS GRASS CORTADERIA SELLOANA 1 GAL. 9 SHRUB QTY COMMON NAME BOTANICAL NAME CONT C 40 CORNUS GREY DOGWOOD 5 GAL. 6-9 FT. HEIGHT& WIDHT 10 PERENNIAL GRASS QTY COMMON NAME BOTANICAL NAME CONT HV 4 HOSTA "VENTRICOSA" ASPARAGACEAEA 1 GAL. TOTAL 117 38 ' - 6 7 / 8 " SCALE: 1/4" = 1'-0" FRONT/SOUTH ELEVATION1 5 1 / 4 " 10 ' - 0 " 9' - 1 1 / 8 " 8' - 0 " 6" 2' - 0 3 / 4 " 8' - 1 1 / 8 " 6' - 8 " 5 1 / 4 " 10 ' - 0 " 9' - 1 1 / 8 " 8' - 0 " 6" 2' - 0 3 / 4 " 8' - 1 1 / 8 " 6' - 8 " 31 ' - 1 0 3 / 4 " R12'-0" FRONT COLUMN PER DETAIL MINARET PER DETAIL 4" TRIM PER SPEC. GRADING AND/OR HANDICAP ACCESSIBLE SIDEWALK BY OTHERS AND/OR PER CIVIL ENGINEER DESIGN DOMED METAL ROOF STONEWORK BEHIND STUCCO 1. 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. 2. PROVIDE ROOF AND SOFFIT VENTS PER CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. -MATERIAL: STANDING SEAM METAL. -MATERIAL: FABRICATED FIBERGLASS SHINGLES. -MATERIAL: ARCHITECTURAL PANELS W/SIMULATED NATURAL MATERIAL FINISH, VERIFY W/SPEC. -MATERIAL: STUCCO, VERIFY W/ SPEC. -MATERIAL: BRICK, VERIFY W/ SPEC. 3/4" = 1'-0" COLUMN OVER STONE BASE DETAIL2 BASE TOP 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 18" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS CENTER POST, VERIFY WITH PLAN. 19" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE SECTION CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. 19" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. METAL CONNECTOR @ TOP 2X FRAMING BEYOND AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN. 18" CURVED GLULAM BEAM TAPERED COLUMN FINISH MATERIAL BEYOND. PROVIDE 2X FRAMING TO SUPPORT EXTERIOR FINISHES ALONG ARCHED OPENINGS 4' - 6 3 / 4 " BASE 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 3'-0" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS 2X6 TIMBERSTRAND STUDS MINARET FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. 2X6 TIMBERSTRAND STUDS FRAMED AS SHOWN. WIDER MINARET BASE BELOW 2X FRAMING AT MINARET TOP TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT CENTER OF MINARET TOP TO PROVIDE SUPPORT FOR METAL DECORATIVE CAP ABOVE. 2X6 TIMBERSTRAND STUDS METAL CONNECTOR @ TOP DECORATIVE METAL CRECENT MOON MINARET CAP BY OTHERS. METAL MINARET CAP FASTENERS BY OTHERS 3/4" = 1'-0" MINARET DETAIL3 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GRADE CONDITIONS MAY VARY ON SITE. A.) 8" FASCIA PER SPEC. B.) VENTILATED SOFFIT AT OVERHANGS C.) CLADDING PER PLAN A.) 4" STUCCO TRIM AROUND STUCCO POINTED ARCH PER SPEC. B.) WINDOW PER PLAN VA R I E S A.) 3" PRECAST CAP PER SPEC. B.) BRICK VENEER PER PLAN D.) GRADE C.) MEASUREMENT FROM TOP OF CAP TO GRADE DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A1 FRONT ELEVATION SCALED PRINT @ 24X36 SCALE: 1/4" = 1'-0" LEFT/WEST ELEVATION1 5 1 / 4 " 10 ' - 0 " 16 ' - 0 " 11 ' - 0 " 6" 3' - 4 " 9' - 1 1 / 8 " 8' - 0 " 2' - 0 3 / 4 " 8' - 1 1 / 8 " 6' - 8 " R12'-0" R5'-0" FRONT COLUMN PER DETAIL MINARET PER DETAIL 6' - 6 " 2' - 6 " 5' - 6 " 4' - 6 3 / 4 " 4" TRIM PER SPEC. 4'-0" 2' - 6 " 4'-0" 2' - 6 " 4'-0" 2' - 6 " 4'-0"3'-0" GRADING AND/OR HANDICAP ACCESSIBLE SIDEWALK BY OTHERS AND/OR PER CIVIL ENGINEER DESIGN GRADING AND/OR HANDICAP ACCESSIBLE SIDEWALK BY OTHERS AND/OR PER CIVIL ENGINEER DESIGN DOMED METAL ROOF DOMED METAL ROOF 12 ' - 6 1 / 2 " 13 ' - 1 1 1 / 4 " 1. 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. 2. PROVIDE ROOF AND SOFFIT VENTS PER CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS.3/4" = 1'-0" COLUMN OVER STONE BASE DETAIL2 BASE TOP 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 18" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS CENTER POST, VERIFY WITH PLAN. 19" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE SECTION CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. 19" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. METAL CONNECTOR @ TOP 2X FRAMING BEYOND AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN. 18" CURVED GLULAM BEAM TAPERED COLUMN FINISH MATERIAL BEYOND. PROVIDE 2X FRAMING TO SUPPORT EXTERIOR FINISHES ALONG ARCHED OPENINGS 4' - 6 3 / 4 " BASE 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 3'-0" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS 2X6 TIMBERSTRAND STUDS MINARET FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. 2X6 TIMBERSTRAND STUDS FRAMED AS SHOWN. WIDER MINARET BASE BELOW 2X FRAMING AT MINARET TOP TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT CENTER OF MINARET TOP TO PROVIDE SUPPORT FOR METAL DECORATIVE CAP ABOVE. 2X6 TIMBERSTRAND STUDS METAL CONNECTOR @ TOP DECORATIVE METAL CRECENT MOON MINARET CAP BY OTHERS. METAL MINARET CAP FASTENERS BY OTHERS 3/4" = 1'-0" MINARET DETAIL3 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GRADE CONDITIONS MAY VARY ON SITE. A.) 8" FASCIA PER SPEC. B.) VENTILATED SOFFIT AT OVERHANGS C.) CLADDING PER PLAN A.) 4" STUCCO TRIM AROUND STUCCO POINTED ARCH PER SPEC. B.) WINDOW PER PLAN VA R I E S A.) 3" PRECAST CAP PER SPEC. B.) BRICK VENEER PER PLAN D.) GRADE C.) MEASUREMENT FROM TOP OF CAP TO GRADE -MATERIAL: STANDING SEAM METAL. -MATERIAL: FABRICATED FIBERGLASS SHINGLES. -MATERIAL: ARCHITECTURAL PANELS W/SIMULATED NATURAL MATERIAL FINISH, VERIFY W/SPEC. -MATERIAL: STUCCO, VERIFY W/ SPEC. -MATERIAL: BRICK, VERIFY W/ SPEC. DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A2 LEFT ELEVATION SCALED PRINT @ 24X36 SCALE: 1/4" = 1'-0" REAR/NORTH ELEVATION1 5 1 / 4 " 10 ' - 0 " 16 ' - 0 " 11 ' - 0 " 6"5 1 / 4 " 10 ' - 0 " 16 ' - 0 " 11 ' - 0 " 6" R5'-8" MINARET PER DETAIL DOMED METAL ROOF 17 ' - 1 1 1 / 4 " 12 ' - 6 1 / 2 " 1. 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. 2. PROVIDE ROOF AND SOFFIT VENTS PER CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. -MATERIAL: STANDING SEAM METAL. -MATERIAL: FABRICATED FIBERGLASS SHINGLES. -MATERIAL: ARCHITECTURAL PANELS W/SIMULATED NATURAL MATERIAL FINISH, VERIFY W/SPEC. -MATERIAL: STUCCO, VERIFY W/ SPEC. -MATERIAL: BRICK, VERIFY W/ SPEC. 3/4" = 1'-0" COLUMN OVER STONE BASE DETAIL2 BASE TOP 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 18" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS CENTER POST, VERIFY WITH PLAN. 19" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE SECTION CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. 19" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. METAL CONNECTOR @ TOP 2X FRAMING BEYOND AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN. 18" CURVED GLULAM BEAM TAPERED COLUMN FINISH MATERIAL BEYOND. PROVIDE 2X FRAMING TO SUPPORT EXTERIOR FINISHES ALONG ARCHED OPENINGS 4' - 6 3 / 4 " BASE 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 3'-0" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS 2X6 TIMBERSTRAND STUDS MINARET FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. 2X6 TIMBERSTRAND STUDS FRAMED AS SHOWN. WIDER MINARET BASE BELOW 2X FRAMING AT MINARET TOP TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT CENTER OF MINARET TOP TO PROVIDE SUPPORT FOR METAL DECORATIVE CAP ABOVE. 2X6 TIMBERSTRAND STUDS METAL CONNECTOR @ TOP DECORATIVE METAL CRECENT MOON MINARET CAP BY OTHERS. METAL MINARET CAP FASTENERS BY OTHERS 3/4" = 1'-0" MINARET DETAIL3 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GRADE CONDITIONS MAY VARY ON SITE. A.) 8" FASCIA PER SPEC. B.) VENTILATED SOFFIT AT OVERHANGS C.) CLADDING PER PLAN A.) 4" STUCCO TRIM AROUND STUCCO POINTED ARCH PER SPEC. B.) WINDOW PER PLAN VA R I E S A.) 3" PRECAST CAP PER SPEC. B.) BRICK VENEER PER PLAN D.) GRADE C.) MEASUREMENT FROM TOP OF CAP TO GRADE DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A3 REAR ELEVATION SCALED PRINT @ 24X36 SCALE: 1/4" = 1'-0" RIGHT/EAST ELEVATION1 5 1 / 4 " 10 ' - 0 " 16 ' - 0 " 11 ' - 0 " 6" R5'-0" R12'-0" FRONT COLUMN PER DETAIL 9' - 1 1 / 8 " 8' - 0 " 2' - 0 3 / 4 " 8' - 1 1 / 8 " 6' - 8 " 3' - 4 " 4' - 6 3 / 4 " 15 ' - 1 1 1 / 4 " 4" TRIM PER SPEC. EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE FOUNDATION/ MECHANICAL ROOM EXTERIOR STAIRCASE ACCESS FLOOR DRAIN INSTALLED AT BOTTOM OF STAIRWELL GRADING AND/OR HANDICAP ACCESSIBLE SIDEWALK BY OTHERS AND/OR PER CIVIL ENGINEER DESIGN 13 ' - 0 " DOMED METAL ROOF DOMED METAL ROOF 13 ' - 1 1 1 / 4 " 12 ' - 6 1 / 2 " 1. 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. 2. PROVIDE ROOF AND SOFFIT VENTS PER CODE REGULATIONS. 3. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS, AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 4. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUFACTURE. SPECIFICATIONS AND CODE REGULATIONS. 5. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 6. ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 7. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 8. ALL EXTERIOR TRIM TO BE FLASHED PER CODE 9. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD, AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. -MATERIAL: STANDING SEAM METAL. -MATERIAL: FABRICATED FIBERGLASS SHINGLES. -MATERIAL: ARCHITECTURAL PANELS W/SIMULATED NATURAL MATERIAL FINISH, VERIFY W/SPEC. -MATERIAL: STUCCO, VERIFY W/ SPEC. -MATERIAL: BRICK, VERIFY W/ SPEC. 3/4" = 1'-0" COLUMN OVER STONE BASE DETAIL2 BASE TOP 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 18" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS CENTER POST, VERIFY WITH PLAN. 19" COLUMN FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE SECTION CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. 19" COLUMN FINISH MATERIAL PER SPEC. @ ALL SIDES. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN, MAY BE AT CORNER. METAL CONNECTOR @ TOP 2X FRAMING BEYOND AT MIDDLE TO SUPPORT FINISHES. CENTER POST, VERIFY WITH PLAN. 18" CURVED GLULAM BEAM TAPERED COLUMN FINISH MATERIAL BEYOND. PROVIDE 2X FRAMING TO SUPPORT EXTERIOR FINISHES ALONG ARCHED OPENINGS 4' - 6 3 / 4 " BASE 3" PRE-CAST CONCRETE CAP EXTENDED 2" PAST EDGES OF STONE BELOW MIN. (1)#4 REBAR DOWEL EXTENDED THROUGH BASE 3'-0" CMU BLOCK, FILLED (OR) POURED IN PLACE BASE TO HEIGHT NOTED ON EXTERIOR ELEVATIONS EXTEND DOWEL 4" INTO FOUNDATION OR SLAB BELOW (OR) ANCHOR PER MASON DETAIL BRICK FINISH AT SIDES OF COLUMN PER EXTERIORS 2X6 TIMBERSTRAND STUDS MINARET FINISH MATERIAL PER SPEC. METAL CONNECTOR @ PRE-CAST BASE MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT MIDDLE TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. 2X6 TIMBERSTRAND STUDS FRAMED AS SHOWN. WIDER MINARET BASE BELOW 2X FRAMING AT MINARET TOP TO SUPPORT FINISHES. TAPER TO TOP OF MINARET. MINARET FINISH MATERIAL PER SPEC. 2X FRAMING AT CENTER OF MINARET TOP TO PROVIDE SUPPORT FOR METAL DECORATIVE CAP ABOVE. 2X6 TIMBERSTRAND STUDS METAL CONNECTOR @ TOP DECORATIVE METAL CRECENT MOON MINARET CAP BY OTHERS. METAL MINARET CAP FASTENERS BY OTHERS 3/4" = 1'-0" MINARET DETAIL3 10. HOLD STONE OFF GRADE MINIMUM OF 3" OR PER TRADE SPECIFICATIONS. 11. REFER TO MANUFACTURE SPECIFICATIONS FOR STONE. 12. GRADE CONDITIONS MAY VARY ON SITE. A.) 8" FASCIA PER SPEC. B.) VENTILATED SOFFIT AT OVERHANGS C.) CLADDING PER PLAN A.) 4" STUCCO TRIM AROUND STUCCO POINTED ARCH PER SPEC. B.) WINDOW PER PLAN VA R I E S A.) 3" PRECAST CAP PER SPEC. B.) BRICK VENEER PER PLAN D.) GRADE C.) MEASUREMENT FROM TOP OF CAP TO GRADE DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A4 RIGHT ELEVATION SCALED PRINT @ 24X36 Ø5'-0" SCALE: 1/4" = 1'-0" 3571 FINISHED SQUARE FEET FIRST FLOOR PLAN1 R5'-8" R12'-0" UP (18) EQ. R. & 12" TREADS DN (16) EQ. R. & 12" TREADS Ø5'-0" 8" 6" 6" 8" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6"6" 6" 13'-7 1/4"7'-7 1/4"7'-7 1/4"7'-7 1/4"4'-8 3/4" 5 1/2" 6'-10 1/4"7'-1 3/4"5'-0"14'-4 1/2"2'-0"3'-6" 8' - 2 1 / 4 " 8' - 2 1 / 4 " 8' - 2 1 / 4 " 8' - 2 1 / 4 " 16 ' - 4 1 / 2 " 11 ' - 3 " 16 ' - 4 1 / 2 " 4'-6"9'-1 1/4"7'-7 1/4"7'-7 1/4"7'-7 1/4"4'-8 3/4" 5 1/2" 3'-6"2'-6"6'-2 1/2"6'-2 1/2"5'-11 1/4"13'-7 3/4" 4' - 4 1 / 4 " 7' - 7 3 / 4 " 7' - 7 3 / 4 " 4' - 4 1 / 4 " 41'-1 1/2"14'-0"19'-4 1/2"5'-6" 10 ' - 0 " 24 ' - 0 " 10 ' - 0 " 1' - 7 1 / 4 " 8' - 4 3 / 4 " 5 1 / 2 " 5 1 / 2 " 80'-0"4'-0"12'-0"5'-0" 101'-0" 45 ' - 0 " 1' - 0 " 45 ' - 0 " 12 ' - 4 1 / 4 " 24 ' - 7 3 / 4 " 7' - 0 " 41'-1 1/2"10 1/2"12'-5"19'-7" 12'-0"4'-0"32'-0"6'-0"42'-0" 5'-0" 5'-0" 101'-0" 10 ' - 0 3 / 4 " 2' - 3 1 / 2 " 5' - 1 0 1 / 2 " 2' - 0 " 9' - 1 0 3 / 4 " 8' - 1 0 1 / 4 " 3' - 6 " 5' - 5 1 / 2 " 8' - 1 0 1 / 4 " 5' - 3 1 / 2 " 8' - 4 3 / 4 " 7'-0"7'-0"7'-5 1/2"6'-6 1/2"3'-10 1/2"1'-6" 6'-10"4'-0"2'-0"7'-6" 5 1 / 2 " 4' - 3 1 / 2 " 4' - 0 " 12'-10 3/4"6'-4 3/4"7'-5 1/2"6'-6 1/2"5'-6 1/2"4'-0 1/2" 2' - 0 3 / 4 " 3' - 8 " 4' - 4 " 4' - 6 " 8'-0"3'-5 1/2" TEMP. TEMP. 4' - 0 " 4' - 0 " 1' - 0 " 5' - 0 1 / 2 " 5' - 6 " 6' - 1 0 1 / 4 " 6' - 1 0 1 / 4 " 5 1 / 2 " 36" CODE RAILING 36" CODE RAILING 36" CODE RAILING 5 1/2" 1 D1 1 D3/D4 1 D2 1'-6 1/2"1'-6 1/2" 1'-4" 1'-4" 1'-6 1/2"1'-6 1/2" D D A B CEC CO N T R O L L E R 2 1 / 2 " 2 1/2"2 1 / 2 " 5 1/2"2 1/2" TE M P . TE M P . 8' - 5 1 / 4 " 5' - 5 1 / 2 " 5 1 / 2 " 5 1 / 2 " 8 9 10 11 12 13 14 15 16 7 6 5 4 4 3 2 1 11'-1 1/4" 9'-6"4'-0"3'-6" INSTALL BEAM POCKETS 2" WIDER & 2" DEEPER THAN BEAM 1 D7 2 D7 3 D7 4 D7 5 D7 6 D7 7 D7 8 D7 6" 1' - 0 " 1' - 0 " 6 3 / 4 " 3' - 0 " 4' - 1 0 1 / 2 " 3'-11" 1'-7" 7'-1 0 " 1'-7" 7' - 1 0 " 16 ' - 5 1 / 2 " 1'-7" 7'-1 0" 1'-7" 3'-11" 5.5"x18" CURVED GLULAM BEAM TO SUPPORT DOME CURBLESS CURBLESS 8" HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #5 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #5 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. BEAM BEARS ON TOP OF FOUND. WALL, INSTALL (4)#4 VERTICAL REBAR DOWELS FROM TOP TO BOTTOM OF CORNER W/ #3 REBAR HORIZONTAL CAGE BARS EVERY 6" O.C. TO REINFORCE CORNER POURED FOUNDATION WALL AT SIDES OF ELEVATOR POURED FOUNDATION WALL AT SIDES OF ELEVATOR EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE FIRE EXIT DIRECTIONAL SIGN ABV. FIRE EXIT DIRECTIONAL SIGN ABV. FIRE EXIT DIRECTIONAL SIGN ABV. FI R E E X I T DI R E C T I O N A L S I G N A B V . FIRE EXIT DIRECTIONAL SIGN ABV. SOAP DISPENSER SOAP DISPENSER PANIC/ EXIT PUSH BARS @ DOOR PANIC/ EXIT PUSH BARS @ DOOR PANIC/ EXIT PUSH BARS @ DOOR PANIC/ EXIT PUSH BARS @ DOOR PANIC/ EXIT PUSH BARS @ DOOR U305 WALL U305 WALL U305 WALL LOCKING LEVER HANDLE @ DOOR FIRST FLOOR STAIRWELL WALL EXTENDED TO BOTTOM SIDE OF SECOND FLOOR WALL 1-HOUR SHAFT U305 WALL U305 WALL 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 4. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIAL AS COLUMN SUPPORTING MEMBER ABOVE. 5. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 6. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 7. ROOF DECKING TO BE 1 2" NOMINAL (OR 15 32") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. 8. FLOOR DECKING TO BE 3 4" 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). 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 TO BE 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. -SH3'X5' =SINGLE HUNG 3'0" BY 5'0" -FX2'6"X2'6" = FIXED 2'6" BY 4'6" -CASE3'X5' = CASEMENT 3'0" BY 5'0" -2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL -2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN 1. FOR EASE OF UNDERSTANDING GRADE IS CONSIDERED 0'0" ON THIS PLAN 2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE 3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP & BOTTOM OF STAIRS. EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE CONTRACTOR & INSTALLER TO VERIFY IF ADDITIONAL GRASPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. 4.1 2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OF STAIRS PER CODE. 5. INDICATES INTERIOR BEARING WALL, 16" O.C. STUDS 6. INDICATES EXTERIOR WALL STUDS SPACED AT 12" O.C. 1.55E TIMBERSTRAND MATERIAL OR BETTER (2-PLY TIMBER-STRAND KING STUDS @ EACH SIDE OF OPENINGS IN WALL). 7. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER CODE SECTION 302.12, MIN. 1 2" GYPSUM BOARD (OR) 3 8" STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE OF 1000 SQ.FT.-SEPARATE INTO EQUAL SPACES. SD SD DOOR INFORMATION :::: 1. ALL DOORS TO BE SOLID CORE UNLESS NOTED OTHERWISE. 2. EXTERIOR DOORS TO BE HOLLOW METAL OR ALUMINUM DOORS AND FRAMES. 3. PROVIDE 60−MINUTE FIRE−RATED DOORS AT ALL STAIR ENCLOSURES. 4. PROVIDE LEVER−TYPE HANDLES AT ALL DOORS. 5. 5.1. WASH SINK CLOSET 5.2. OFFICES (2) 6. 6.1. FRONT ENTRANCE DOORS 6.2. SIDE VESTIBULE DOOR 6.3. SIDE PRAYER HALL DOOR 6.4. FUTURE DOOR (VESTIBULE AREA) 6.5. BASEMENT EGRESS DOOR SQUARE FOOTAGE CALCULATIONS UNFINISHED SQ. FTG. 3341 SQ.FT. FINISHED SQ. FTG.3571 SQ.FT. FINISHED SQ. FTG. 1662 SQ.FT. TOTAL FINISHED SQ. FTG:5233 SQ.FT. GRAND TOTAL SQ. FTG: 8574 SQ.FT. DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A7 FIRST FLOOR PLAN SCALED PRINT @ 24X36 SCALE: 1/4" = 1'-0" 1662 FINISHED SQUARE FEET SECOND FLOOR PLAN1 DN (18) EQ. R. & 12" TREADS 8" 6" 6" 8"6" 6" 6" 6" 6" 6" 6" 6" 6'-11 1/4"5'-4 1/4"6'-9 1/2"19'-10 1/2" 12 ' - 0 " 12 ' - 0 " 41'-0 1/2"12'-3 1/2"26'-8" 80'-0"4'-0"12'-0" 96'-0" 44 ' - 0 " 10 ' - 0 " 24 ' - 0 " 10 ' - 0 " 44 ' - 0 " 41'-0 1/2"12'-3 1/2"26'-8" 80'-0"4'-0"12'-0" 96'-0" 12 ' - 4 1 / 4 " 5' - 1 0 1 / 2 " 8' - 5 1 / 4 " 5' - 3 1 / 2 " 12 ' - 0 3 / 4 " 10'-9 1/2"7'-6"4'-0"8'-3 1/2"5'-2"3'-3 1/2"4'-2 1/2" 2' - 4 1 / 4 " 5' - 5 1 / 2 " 8' - 1 0 1 / 4 " 5' - 3 1 / 2 " 2' - 0 3 / 4 " 36" CODE RAILING 36 " C O D E R A I L I N G 36" CODE RAILING 36" CODE RAILING 5 1 / 2 " 5 1 / 2 " 5 1/2" 5 1/2" 1 D3/D4 1 D1 1 D2 D D A B CEC CO N T R O L L E R 2 1 / 2 " 2 1/2"2 1 / 2 " R12'-0" 10 11 12 13 14 15 16 17 18 9 8 7 6 5 4 3 2 HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. HATCHED AREA INDICATES SPECIAL FRAMING PER NOTE #6 UNDER FLOOR PLAN NOTES ON THIS PAGE. POURED FOUNDATION WALL AT SIDES OF ELEVATOR POURED FOUNDATION WALL AT SIDES OF ELEVATOR EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE U305 WALL U305 WALL U305 WALL LOCKING LEVER HANDLE @ DOOR LOCKING LEVER HANDLE @ DOOR 1-HOUR SHAFT 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 4. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. USE SAME MATERIAL AS COLUMN SUPPORTING MEMBER ABOVE. 5. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 6. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 7. ROOF DECKING TO BE 1 2" NOMINAL (OR 15 32") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"O.C. @ FIELD. 8. FLOOR DECKING TO BE 3 4" 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). 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 TO BE 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. -SH3'X5' =SINGLE HUNG 3'0" BY 5'0" -FX2'6"X2'6" = FIXED 2'6" BY 4'6" -CASE3'X5' = CASEMENT 3'0" BY 5'0" -2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL -2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FAN 1. FOR EASE OF UNDERSTANDING GRADE IS CONSIDERED 0'0" ON THIS PLAN 2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE 3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TO LANDINGS/ TOP & BOTTOM OF STAIRS. EXTEND RAILING 12" BEYOND TOP AND BOTTOM OF STAIRS PER CODE CONTRACTOR & INSTALLER TO VERIFY IF ADDITIONAL GRASPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. 4.1 2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OF STAIRS PER CODE. 5. INDICATES INTERIOR BEARING WALL, 16" O.C. STUDS 6. INDICATES EXTERIOR WALL STUDS SPACED AT 12" O.C. 1.55E TIMBERSTRAND MATERIAL OR BETTER (2-PLY TIMBER-STRAND KING STUDS @ EACH SIDE OF OPENINGS IN WALL). 7. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER CODE SECTION 302.12, MIN. 1 2" GYPSUM BOARD (OR) 3 8" STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4 MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE OF 1000 SQ.FT.-SEPARATE INTO EQUAL SPACES. SD SD DOOR INFORMATION :::: 1. ALL DOORS TO BE SOLID CORE UNLESS NOTED OTHERWISE. 2. EXTERIOR DOORS TO BE HOLLOW METAL OR ALUMINUM DOORS AND FRAMES. 3. PROVIDE 60−MINUTE FIRE−RATED DOORS AT ALL STAIR ENCLOSURES. 4. PROVIDE LEVER−TYPE HANDLES AT ALL DOORS. 5. 5.1. WASH SINK CLOSET 5.2. OFFICES (2) 6. 6.1. FRONT ENTRANCE DOORS 6.2. SIDE VESTIBULE DOOR 6.3. SIDE PRAYER HALL DOOR 6.4. FUTURE DOOR (VESTIBULE AREA) 6.5. BASEMENT EGRESS DOOR SQUARE FOOTAGE CALCULATIONS UNFINISHED SQ. FTG. 3341 SQ.FT. FINISHED SQ. FTG.3571 SQ.FT. FINISHED SQ. FTG. 1662 SQ.FT. TOTAL FINISHED SQ. FTG:5233 SQ.FT. GRAND TOTAL SQ. FTG: 8574 SQ.FT. DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 A8 SECOND FLOOR PLAN SCALED PRINT @ 24X36 CLOSED TOP EL. 106'-8" T.O. BLK. EL. 106'-8" T.O. SLAB. T.O. FTG. 8" R.F. CMU 2x BLOCKING PREFINISHED METAL CAP FLASHING 20x8" CONC. FOOTING 4x4 STEEL TUBE W/ BASE PLATE FINISH 3' - 6 " VERTICAL COMPOSITE 1 D8 T.O. BLK. EL. 106'-8" T.O. SLAB. 8" R.F. CMU 2x BLOCKING METAL CAP PREFINISHED FLASHING T.O. BLK. 8" R.F. CMU T.O. SLAB. 2x BLOCKING PREFINISHED METAL CAP FLASHING 1/2" = 1'-0" ELEVATIONS - TRASH ENCLOSURE1 DUMPSTER ENCLOSURE 8'-8"8'-8" 8"8" 17'-4" 8"8" 8"8" 8' - 0 " 8' - 0 " 17'-4" 3/4" = 1'-0" FLOOR PLAN - TRASH ENCLOSURE2 DRAWING TITLE: 5−27−26LOCATION: PAGE PAGE DESCRIPTION: L D LITTFINDESIGN.COM MLITTFIN @HOTMAIL.COM 320−224−7844 WINSTED, MN CURRENT DATE: REVISION:REV. DATE: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. THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORS MADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION. STRUCTURAL NOTES ADDED 3-6-26 PAGES E1-E3 & BRICK VENEER DETAILS ADDED (D1)5-27-26 D7 TRASH ENCLOSURE DETAILS SCALED PRINT @ 24X36 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On June 25, 2026, the Lakeville Planning Commission met at it’s regularly scheduled meetings to consider the application of Al Hadi Association for a conditional use permit to allow: 1) a building expansion of a religious institution in the RS-3, Single Family Residential District, and 2) to exceed 125% of the minimum parking stalls required by the Zoning Ordinance. The Planning Commission conducted a public hearing on the application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The property is located in Comprehensive Planning District No. 2, the property is guided for residential uses, which allows public and quasi-public uses. 2. The property is zoned RS-2, Single Family Residential District. 3. The legal description of the property is: The South Half of Lot 25, Argonne Farms, Dakota County, Minnesota. 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: Finding: The proposed religious institution is consistent with uses allowed in residential areas of the City. The building meets the height requirements of the RS-2 District and the exterior materials requirements for institutional uses, which is consistent with the policies and provisions of Planning District 2 of the Comprehensive Land Use Plan. . 2 Finding: A religious institution in the RS-2 District will be compatible with existing and future land uses in the area provided compliance with the stipulations outlined in the conditional use permit. . Finding: The proposed religious institution use in the RS-2 District conforms to the performance standards set forth in the Zoning Ordinance required for a conditional use permit for the religious institution and additional parking. Finding: The proposed religious institution use will be served with existing public services and will not overburden the City’s service capacity. Finding: Traffic generation from the religious institution use can be accommodated by Junelle Path. 5. The Planning Commission report dated June 15, 2026 prepared by Kris Jenson, Planning Manager, is incorporated herein. June 25, 2026 The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report by Kris Jenson, Planning Manager, dated June 15, 2026. LAKEVILLE PLANNING COMMISSION BY: __________________________ Christine Zimmer, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Planning Manager Jon Nelson, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Zach Johnson, City Engineer Tina Goodroad, Community Development Director Julie Stahl, Finance Director Dave Mathews, Building Official June 17, 2026 Al Hadi Association CUP • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review Al Hadi Association has submitted a site plan application named Al Hadi Association – 17732 Junelle Path. The proposed site plan is located east of and adjacent to Junelle Path and south of 175th Street. The parent parcel is the South Half of Lot 25, Argonne Farms and is zoned RS-2 (Single Family Residential). The site plan proposes construction of one parking lot and building on 3.78 acres. The proposed development will be completed by: Developer: Al Hadi Association Engineer/Surveyor: Engineering Design & Surveying The site consists of an existing homestead, barn, garage, shed and gravel parking lot. The site generally drains from the east to the west and is bisected by a highpoint on the east side. Security of $50,000 will be held for the demolition of the existing homestead, garage, and gravel parking lot and sealing and abandonment of the well. AALL HHAADDII AASSSSOOCCIIAATTIIOONN CCUUPP SSIITTEE PPLLAANN JJUUNNEE 1177,, 22002266 PPAAGGEE 22 OOFF 55 The site shall not disturb or remove access from the existing shared access driveway to 17700 Junelle Path. Junelle Path Junelle Path is identified as a local street in the City’s Transportation Plan. The site proposes utilizing and improving one access from Junelle Path. Private Parking Lot Development includes the construction of privately owned and maintained parking lot. Construction traffic access and egress for grading, utility and street construction will be from Junelle Path. The City’s Parks, Trails and Open Space Plan does not designate a park within this site. Development does not include the construction of public trails and sidewalks. The site is located within subdistricts OL-54300 of the Orchard Lake sanitary sewer district as identified in the City’s Sanitary Sewer Comprehensive Plan. No alterations to the existing sanitary sewer service are proposed with the site plan. Development includes the extension of privately owned and maintained water service. This site is located within subdistricts OL-045 and OL-045-A2 of the Orchard Lake stormwater district as identified in the City’s Water and Natural Resources Management Plan. Development includes the construction of one stormwater management basin, one underground infiltration basin and one rain garden. Drainage will be directed to the basins to collect and treat the stormwater runoff generated from the site. The basin will outlet to the storm sewer system in Junelle Path. The Developer shall sign a stormwater maintenance AALL HHAADDII AASSSSOOCCIIAATTIIOONN CCUUPP SSIITTEE PPLLAANN JJUUNNEE 1177,, 22002266 PPAAGGEE 33 OOFF 55 agreement for the stormwater system prior to recording of the site improvement performance agreement. The stormwater system shall provide water quality treatment, volume reduction, and rate control of the stormwater runoff generated from the proposed site improvements. This site shall comply with City Ordinance requirements prior to city approval of the Site Improvement Performance Agreement (SIPA) and construction commencing. A stormwater maintenance agreement (SMA) is required with the site. This site contains greater than one acre of site disturbance and is considered a part of common development greater than one acre. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. The site includes the construction of privately owned and maintained storm sewer systems. Storm sewer will be installed to collect and convey stormwater runoff generated from the lot to drain off site. Draintile construction is required in areas of non-granular soils for the parking lot sub-cuts. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer’s responsibility to install and finance. The site is shown on the Flood Insurance Rate Map (Map No. 27037C0184E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the site located within a Special Flood Hazard Area (SFHA), as determined by FEMA. A wetland delineation was completed for the site. The wetland delineation identified one wetland on the site. Future review of the wetland was completed by the wetland delineator and reviewed by the TEP. The Basin was determined to be incidentally created and was not historically a wetland. It was determined that the wetland met the requirement for a No-Loss. A tree preservation inventory was conducted on the west portion of the site and removals calculated. Trees within the east portion of the site will be retained. Forestry staff must confirm the final tree removal numbers prior to approval of the SIPA and construction commencing. All trees identified for preservation shall be protected with appropriate tree protection fencing and measures installed prior to, and maintained throughout, construction. Any preserved trees that are damaged or removed during construction will require replacement in accordance with the Tree Preservation Ordinance. AALL HHAADDII AASSSSOOCCIIAATTIIOONN CCUUPP SSIITTEE PPLLAANN JJUUNNEE 1177,, 22002266 PPAAGGEE 44 OOFF 55 EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. No grading can take place on the site until an updated SWPPP is submitted and approved by the city. Changes made throughout construction must be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. The MS4 Administration Fee has not been collected on the parent parcel and is due with the site plan. The developer shall provide construction cost estimates prior to City Council consideration. Al Hadi CUP Al Hadi CUP The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to the site. Construction costs shall be provided by the developers engineer prior to approval of the SIPA and construction commencing. Storm Sewer Connection 5,000.00 The Developer shall submit the site plan and construction drawings in an electronic format. The electronic format shall be in .pdf and either .dwg/.dxf or .shx format. AALL HHAADDII AASSSSOOCCIIAATTIIOONN CCUUPP SSIITTEE PPLLAANN JJUUNNEE 1177,, 22002266 PPAAGGEE 55 OOFF 55 The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $7,800.00. Cash fees shall be collected with the SIPA for the site. Engineering recommends approval of the site plan, grading and erosion control plan, and utility plan for Al Hadi Association – 17732 Junelle Path Site Plan, subject to the requirements and stipulations within this report.