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03-17-2025 - Agenda Packet Planning Commission - PC Packet
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03-17-2025 - Agenda Packet Planning Commission - PC Packet
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2/12/2026 10:57:21 AM
Creation date
3/18/2025 9:25:39 AM
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Agenda Packet Planning Commission
Section
Planning Commission
Subject
PC Packet
Document Date
3/17/2025
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S SSS <br />SSS SSS <br />SS <br />SS SS <br />1.1 <br />1.2 40'-0"1.A1.B1.C1.D1.E1.F1.G1.H1.I1.J1.K1.L1.M <br />20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" <br />240'-0" <br />UNIT 100UNIT 101UNIT 102UNIT 103UNIT 104UNIT 105UNIT 106UNIT 107 <br />UNIT 108 <br />UNIT 109UNIT 110UNIT 111 <br />SWB <br />SWB <br />SWA SWA SWB <br />TFE= 96'-0" <br /> <br />TFE= 95'-4" <br />SLAB ON GRADE <br />SEE PLAN NOTE 3 <br />IN FLOOR HEATING SYSTEM <br />BY OTHERS 10'-0"CLSLAB JOINT SPACED <br />EQUALLY, TYP <br />SEE 16/S501 <br />S501 <br />1______________ <br />2x8 STUDS @ 16" OC <br />WHERE HEIGHT <br />EXCEEDS 18'-0" <br />(2) 2x8 @ 16" OC <br />THICKENED SLAB <br />8'-0"x2'-0"x1'-0" W/ (3) #4 <br />LONGITUDINAL BOT TYP <br />WHERE SHOWN ON <br />PLANS <br />INTERIOR <br />WALLS 2x8 <br />WOOD STUD <br />@ 16" OC, TYP <br />TFE= 96'-0" <br /> <br />2x8 STUDS @ 16" OC <br />WHERE HEIGHT <br />EXCEEDS 18'-0" <br />(2) 2x8 @ 16" OC <br />2x8 <br />STUDS <br />@ 16" OC <br />2x8 WOOD STUDS <br />@ 16" OC <br />TFE= 98'-0" <br />TFE= 97'-4" <br />TFE= 97'-4" <br />TFE= 95'-4"TFE= 96'-0" <br />TFE= 95'-4" <br />TYP <br />UNO <br />S501 <br />1______________ <br />T/ SLAB <br />99'-4" <br />T/ SLAB <br />100'-0" <br />S501 <br />3______________ <br />S501 <br />2______________ <br />TFE= 96'-0"TFE= 95'-4" <br />S501 <br />1______________ <br />S501 <br />1______________ <br />S501 <br />6______________ <br />SWA THICKENEDSLAB1 <br />1 2 <br />2 2 2 1 <br />2 2 <br />S501 <br />5______________ <br />TYP @ <br />THICKENED <br />SLAB <br />S501 <br />8______________ <br />S501 <br />5______________ <br />TYP @ <br />WALL <br />TYP @ <br />OPENINGCL S501 <br />4______________THICKENEDSLABS501 <br />7______________ <br />1 4'-0"5 1/4"5'-0" <br />4'-8 1/2" <br />TYP UNO <br />8'-2" <br />4"4" <br />8'-2" <br />4'-1"4'-1" <br />T/ STOOP <br />100'-0" <br />T/ STOOP <br />99'-4" <br />4'-8 1/2" <br />TYP <br />4" <br />3 3 3 3 3 3 3 3 3 3 3 3 <br />CONCRETE <br />STOOP <br />S501 <br />4______________TYP @ <br />STOOPS <br />CONCRETE APRON <br />TYP BETWEEN STOOPS <br />MAN DOOR CONCRETE <br />STOOP WHERE SHOWN <br />WIDTHS VARY -SEE PLANTYP4'-8"TYP4'-8"1. PROVIDE (2) STUDS AT EACH END OF SHEAR WALL. END STUDS SHALL RECIEVE EDGE NAILING. <br />2. ALL BLOCKING IN WALLS SHALL MEET OR EXCEED STUD GRADE. <br />3. PANEL JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS AND BLOCKING. <br />4. VERIFY WITH ARCHITECT IF ADDITIONAL LAYERS OF GYP BOARD ARE REQUIRED FOR FINISHES. <br />5. CONTRACTOR'S OPTION - PROVIDE AT TOP AND SILL PLATE BY ALTERNATE MANUFACTURER THAT MEET <br />OR EXCEED CAPACITY OF CLIPS INDICATED IN SCHEDULE. <br />6. SEE SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHORAGE TO SUPPORT MATERIAL. <br />7. SEE HOLDOWN SCHEDULE FOR HOLDOWN INFORMATION. <br />8. PROVIDE NAILING AT CLIP ANGLES PER MANUFACTURER'S RECOMMENDATIONS. <br />9. TOP AND SILL PLATE NAILING SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2" OC. <br />10. ALL FASTENERS IN CONTACT WITH TREATED WOODS SHALL BE GALVANIZED. <br />11. ALL WALLBOARD NAILS INDICATED IN SCHEDULE SHALL BE 0.120" DIA AND HAVE MINIMUM 3/8" HEAD. <br />12. STAPLES SHALL BE GALVANIZED, 7/16" MINIMUM CROWN WIDTH AND BE INSTALLED PARALLEL TO FRAMING <br />MEMBERS. <br />13. 6d NAILS MAY BE SUBSTITUTED WITH NO. 6 1 7/8" TYPE S OR W DRYWALL SCREWS. <br />14. PROVIDE EXTERIOR GYP BOARD WHERE SHEAR WALL IS AN EXTERIOR WALL. <br />15. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING TO MATCH THE WALL STUD SIZE. <br />16. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 2" NOMINAL OR WIDER. <br />17. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 3" NOMINAL OR WIDER. STAGGER NAILS. <br />18. PROVIDE 1 1/2" MINIMUM PENETRATION INTO STUD AT 10d NAIL AND 1 3/8" MINIMUM AT 8d NAIL. <br />19. STUDS AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL WIDTH OR GREATER. <br />20. USED EITHER SPECIFIED CLIP ANGLE OR NAILING AS SPECIFIED BY REFERRING DETAIL. <br />21. FOR CLIP ANGLE CONNECTION <br />SHEAR WALL NOTES: <br />SHEAR WALL SCHEDULE <br />WALL PANEL FASTENING TOP AND SILL PLATE FASTENING -SEE NOTE 20 <br />EDGE <br />SPACING <br />INTERMEDIATE <br />SUPPORT <br />SPACING <br />MINIMUM FASTENER SIZE <br />12"8d COMMON OR GALVANIZED BOX NAIL4" <br />12"6"8d COMMON OR GALVANIZED BOX NAIL <br />SEE <br />NOTE <br />16, 18 <br />16, 18 <br />SIMPSON OR <br />USP CLIP ANGLE <br />LS90 OR MP9 @ 16" OC <br />COMMON OR <br />FRAMING NAILS <br />16d @ 4" OR 3" x 0.131 DIAx3" @ 2" <br />16d @ 3" OR 3" x 0.131 DIAx3" @ 2" <br />ANCHOR FASTENER <br />TO FOUNDATION WALL <br />5/8" DIA BOLTS @ 24" OC <br />5/8" DIA BOLTS @ 32" OC <br />WALL PANEL CONSTRUCTION <br />(1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL -BLOCKED <br />(1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL -BLOCKED <br />WALL <br />TYPE <br />SWA <br />SWB <br />LS90 OR MP9 @ 12" OC <br />4/S502. <br />FASTENING SCHEDULE <br />CONNECTION <br />FLOOR OR ROOF TRUSSES / JOISTS TO <br />WALL TOP PLATE OR GIRDER (TOENAIL) <br />RIM BOARD TO FLOOR OR ROOF TRUSSES / <br />JOISTS (FACE NAIL) <br />RIM BOARD TO FLOOR OR ROOF TRUSSES / <br />JOISTS (TOENAIL) <br />RIM BOARD TO TOP PLATE (TOENAIL) <br />BLOCKING BETWEEN TRUSSES / JOISTS TO <br />TOP PLATE (TOENAIL) <br />SILL BOTTOM PLATE TO RIM BOARD OR <br />BLOCKING THROUGH SHEATHING (FACE NAIL) <br />TOP PLATE TO STUD (END NAIL) <br />STUD TO SILL / BOTTOM PLATE (END NAIL) <br />STUD TO SILL / BOTTOM PLATE (TOENAIL) <br />DOUBLE STUDS (FACE NAIL) <br />DOUBLE TOP PLATES -TYPICAL (FACE NAIL) <br />DOUBLE TOP PLATES -48" LAP (FACE NAIL) <br />BUILT-UP HEADER, TWO PLY (FACE NAIL) <br />HEADER TO TRIMMER STUDS (TOENAIL) <br />FULL HEIGHT STUDS TO HEADER (TOENAIL) <br />BUILT-UP GIRDER OR BEAM, MULTIPLE PLY <br />(FACE NAIL) <br />BUILT-UP STUD POSTS OR BUILT-UP <br />CORNER STUDS <br />FLOOR AND ROOF SHEATHING <br />WALL SHEATHING <br />FASTENING <br />(3) 8d COMMON <br />OR (3) 0.131"x3" NAILS <br />(3) 10d COMMON <br />OR (4) 0.131"x3" NAILS <br />(6) 8d COMMON <br />OR (6) 0.131"x3" NAILS <br />8d COMMON @ 6" OC <br />OR 0.131"x3" NAILS @ 6" OC <br />(3) 8d COMMON <br />OR (3) 0.131"x3" NAILS <br />16d COMMON @ 16" OC <br />OR 0.131"x3" NAILS @ 8" OC <br />(2) 16d COMMON <br />OR (3) 0.131"x3" NAILS <br />(2) 16d COMMON <br />OR (3) 0.131"x3" NAILS <br />(4) 8d COMMON <br />OR (4) 0.131"x3" NAILS <br />16d COMMON @ 24" OC <br />OR 0.131"x3" NAILS @ 8" OC <br />16d COMMON @ 16" OC <br />OR 0.131"x3" NAILS @ 12" OC <br />(2) ROWS OF (8) 10d COMMON <br />OR (2) ROWS OF (12) 0.131"x3" NAILS <br />10d COMMON OR 0.131"x3" NAILS @ 12" OC <br />ALONG EACH EDGE <br />(4) 8d COMMON <br />OR (4) 0.131"x3" NAILS <br />(4) 8d COMMON <br />OR (4) 0.131"x3" NAILS, EACH SIDE <br />10d COMMON <br />OR 0.131"x3" NAILS @ 12" OC ALONG EACH <br />EDGE, EACH FACE, BETWEEN EACH PLY <br />16d COMMON @ 24" OC OR 0.131"x3" NAILS <br />@ 16" OC BETWEEN EACH PLY <br />REFER TO GENERAL NOTES, <br />PLANS & DETAILS <br />REFER TO GENERAL NOTES, <br />PLANS & DETAILS <br />NOTES: <br />1. PROVIDE THE NAILING NOTED IN THIS SCHEDULE UNLESS MORE STRINGENT NAILING IS <br />NOTED ON THE PLANS OR DETAILS. <br />2. COMMON NAIL SIZES ARE AS FOLLOWS: <br />-8d = 0.131"⌀x2 1/2" <br />-10d = 0.148"⌀x3" <br />-16d = 0.162"⌀x3 1/2" <br />FOUNDATION PLAN NOTES: <br />1.FOR STRUCTURAL NOTES SEE S001. <br />2.TOP OF FOOTING ELEVATION (TFE) = 96'-0" TYP AT EXTERIOR UNO. <br />3.PROVIDE 5" SLAB ON GRADE REINF W/ #4@16" EW TYP UNO. <br />TOP OF SLAB ELEVATION (TSE) = 100'-0" UNO. <br />SEE CIVIL FOR USGS DATUM ELEVATION. <br />4.FOR TYPICAL BAR BENDING IN REINFORCED CONCRETE <br />5.FOR TYPICAL WALL AND CORNER REINFORCING <br />6.S- -S DENOTES STEPPED FOOTING, SEE TYPICAL STEPPED <br />FOOTING DETAIL 11/S501. <br />7.SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS <br />FOR SLAB SLOPES, DRAINS, CURBS, HOUSEKEEPING PADS, <br />JUNCTION BOXES, CONDUIT AND ALL COORDINATING ITEMS TO BE <br />PLACED IN CONCRETE. <br />8.FOR UTILITIES RUNNING PERPENDICULAR TO FOUNDATIONS <br /> & <br />9.SHEAR WALLS INDICATED ON PLAN BY: <br />10.AT TYPICAL FLOOR DRAIN SEE AND AT TYPICA TRENCH <br />DRAIN SEE <br />SEE 9/S501 <br />SEE 12/S501 <br />SEE 11/S501 <br />SEE 10/S501 <br />13/S501. <br />13/S501 <br />15/S501. <br />SHEAR WALL HOLDOWN SCHEDULE <br />ANCHOR <br />BOLT <br />MIN ANCHOR BOLT <br />EMBED TO CONC <br />3 1/2"HDU2-SDS2.5 <br />HDU4-SDS2.5 <br />SIMPSON <br />HOLDOWNMARK <br />5/8" DIA ROD <br />5/8" DIA ROD 3 1/2" <br />POST <br />WIDTH SIMPSON OPTION <br />SSTB16 <br />SSTB16 <br />1. INSTALL HOLDOWN PER MANUFACTURER SPECIFICATIONS. <br />2. ALL ANCHOR BOLTS TO BE ASTM F1554 GR. 36 (IF MIN. EMBED <br />LISTED IS "-" USE SIMPSON OPTION) <br />3. WHEN ANCHORING TO CONCRETE, PROVIDE (2) NUTS & (2) <br />WASHERS REF 18/S501 <br />4. PROVIDE OVERSIZED WASHERS AS REQUIRED <br />5. CENTER ALL HOLDOWNS & ANCHOR IN STEM WALLS <br />8" <br />12" <br />1 <br />2 <br />DTT2Z ----1/2" DIAx5" TITEN HD--3 <br />Signature <br />Printed name <br />Date License Number <br />Professional Engineer <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />41957 <br />MARK D. MIELKE, P.E. <br />763.559.9100 <br />www.vaaeng.com2300 Berkshire Lane N, Suite 200 <br />Plymouth, MN 55441 <br />VAA, LLC <br />DRAWING NO:PROJECT NO: <br />DRAWING TITLE: <br />CLIENT: <br />PROJECT: <br />SCALE: <br />FOR CONSTRUCTION <br />ISSUED <br />Date Plotted:AS NOTED <br />DATE: <br />DESIGNED: <br />DRAWN: <br />ISSUE/REVISIONDATENO. BY <br />CHECKED: APPROVED: <br />NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL <br />DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE <br />EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED <br />OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK <br />BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. <br />COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED.3/3/2025 11:57:23 AMS101 <br />FOUNDATION PLAN <br />ORONO GARAGE CONDOS <br />430 OLD CRYSTAL BAY RD <br />ORONO, MN 55356 <br />ROBERT L. PAGE <br />5840 CLUB VALLEY RD <br />SHOREWOOD, MN 55331 <br />240776 <br />03/03/2025 <br />JML <br />KAZ <br />SJF/AMR BMS <br />1/8" = 1'-0"S101 <br />FOUNDATION PLAN1 <br />TRUE <br />NORTH <br />BUILDING 1 <br />PLAN <br />2025 <br />0 03/03/25 ISSUED FOR CONSTRUCTION SJF <br />03/03/2025 <br />179
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