HomeMy WebLinkAbout010-279-00-4600-LUP-2025-273Summary
TaxID
44829
Parcel Number
57-010-2-41-08-19-515-279-004600
Alt. Parcel Number
010279004600
Map ID
Property Address
Municipality
Town of Hayward
Sec-Twp-Rng
S19-T41-R08W
Legal Description
NORTH HATCHERY CREEK SUBD LOT46
Acres
7.79
Lottery Credit
0
Zoning
(F-1) Forestry One
ESN
444
Owner
Billing Address
JACOB F & BRIANNE L KEEHAN
9686 PARKSIDE TRL
CHAMPLIN, MN 55316
Mailing Address
JACOB F & BRIANNE L KEEHAN
9686 PARKSIDE TRL
CHAMPLIN, MN 55316
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GENERAL STRUCTURAL NOTES
1. STRUCTURAL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
• UDC SPS 321
WISCONSIN UNIFORM DWELLING CODE — CONSTRUCTION STANDARDS
• ASCE 7-22
MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA
FOR BUILDINGS AND OTHER STRUCTURES
• AC1301-20
SPECIFICATIONS FOR STRUCTURAL CONCRETE
• ACI315R-18
GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS
• ACI 318-19
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
• AISC 360-22
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (16T" EDITION MANUAL,!LRFD)
• AWS D1.1
AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE —STEEL
• 2018 NDS
2018 NATIONAL DESIGN SPECIFICATION
2. DESIGN LOADS:
• ROOF DEAD LOAD 15 PSF
• ROOF LIVE LOAD 20 PSF
• SNOW LOADS
• GROUND SNOW LOAD 75 PSF
• ROOF SNOW LOAD 53 PSF
• FROST DEPTH 48 INCHES
• FLOOR DEAD LOAD 15 PSF
• FLOOR LIVE LOAD 40 PSF
• WALL DEAD LOAD 10 PSF
• WIND LOADS
• DESIGN WIND PRESSURE, p = gGCP
• RISK CATEGORY II, EXPOSURE C
• ULTIMATE DESIGN WIND SPEED (3-SEC GUST): 107 MPH
• INTERNAL PRESSURE COEFFICIENT: +/- 0.18
3. FOUNDATIONS AND SLABS -ON -GRADE
• NET ALLOWABLE BEARING CAPACITY = 1500 PSF (EXACT NUMBER AND STREET NOT YET AVAILABLE -CONSERVATIVE)
• EXCEPT WHERE INDICATED OTHERWISE, INSTALLATION OF COMPACTED BACKFILL MUST BE DONE SIMULTANEOUSLY
ON BOTH SIDES OF WALLS TO PRECLUDE UNBALANCED SOIL LOADS. PLACE FILL USING HAND DIRECTED COMPACTION
EQUIPMENT. DO NOT USE HEAVY CONSTRUCTION EQUIPMENT ADJACENT TO THE FOUNDATION.
• DO NOT PERMIT FOUNDATION BEARING SOIL TO BECOME SATURATED OR DRY EXCESSIVELY. CONCRETE FOR
CONVENTIONAL SHALLOW FOUNDATIONS MUST BE PLACED AS SOON AFTER THE COMPLETION OF THE EXCAVATIONS
AS POSSIBLE. IF A DELAY OR MORE THAN FIVE DAYS IS EXPECTED FOR FOUNDATION CONCRETE PLACEMENT IN ANY
EXCAVATION, PLACE A 2-INCH-THICK LEAN CONCRETE (f'c = 2,000 PSI MIN.) "MUD SEAL" ATOP THE EXPOSED BEARING
SOILS.
• SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL MINIMUM THICKNESS PUNCTURE RESISTANCE VAPOR BARRIER ON A
6 INCH MINIMUM THICK CAPILLARY WATER BARRIER ON STRUCTURAL FILL.
• SAWN JOINTS IN CONCRETE SHALL BE MADE THE SAME DAY AS PLACEMENT.
• BACKFILL FOR FOUNDATION AND RETAINING WALLS MUST BE A FREE -DRAINING SATISFACTORY SOIL MATERIAL.
4. CONCRETE AND REINFORCING STEEL
• CONCRETE SHALL HAVE THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH (f'c) AND REINFORCEMENT UNLESS
OTHERWISE NOTED:
• WALLS 3,500 PSI WITH #5 VERTICAL BARS @ 32" OC MIDDLE AND DOWELS TO MATCH
• FOOTINGS 5,000 PSI WITH #4 HORIZONTAL BARS @ 18" OC EACH WAY BOTTOM
• REINFORCING STEEL TO BE PLACED AND SUPPORTED AND SECURED TO PROVIDE REQUIRED COVER.
• REINFORCING STEEL PER ASTM 615 GRADE 60
PROJECT INFORMATION:
ADDRESS: XXXX DACHSTEIN LANE
REVISIONS:
5. LUMBER
• 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SHALL GOVERN DESIGN AN
DINSTALLATION OF ALL DIMENSIONAL LUMBER
• ALL DIMENSIONAL LUMBER SHALL BE SPRUCE -PINE -FIR (SPF) OR EQUAL WITH Fb = 1,000 PSI MINIMUM
AND E = 1,700,000 PSI MINIMUM, TREATED WHEN NECESSARY
• ALL FASTENERS SHALL BE SIMPSON ORAPPROVED EQUAL
• ALL INDICATED POSTS SHALL BE CONTINUOUS IN SIE TO BEAM OR FOUNDATION BELOW UNLESS
INDICATED AS LARGER ON PLAN
• ENGINEERED LUMBER MINIMUM REQUIREMENTS:
• LVL Fb = 2,600 PSI; E = 2,000,000 PSI
• PSL Fb = 1,800 PSI; E = 1,450,000 PSI; SL2
6. HEADER/BEAM CONSTRUCTION
ALL HEADERS SHALL BE (2) 2X6 SPF #2 OR BETTER U.N.O.
• ALL HEADERS SHALL BE SUPPORTED BY MINIMUM (2) 2X4/6 JACK + (1) 2X4/6 KING STUDS U.N.O. KING
STUDS SHALL BE END -NAILED TO HEADER PER 2020 MRC.
• ANY NON-STRUCTURAL ITEMS (E.G., WINDOW FRAMING) SHALL MAINTAIN A MINIMUM U180 GAP
BELOW THE BOTTOM OF ALL HEADERS/BEAMS.
7. BRACED WALL CONSTRUCTION
• SHEAR WALL PANELS SHOWN IN RED ON PLAN EXTEND FULL HEIGHT OF STRUCTURE, UNLESS NOTED
OTHERWISE.
• PANELS CONSIST OF 2X6'S @ 16" OC UNLESS NOTED OTHERWISE, CS 7/16" OSB OR EQUAL.
• ALL PANEL SILL PLATES TO BE FASTENEDWITH 1/2"X8" ANCHOR BOLTS (MIN 4" EMBED) @ 48" OC AND 6"
FROM ENDS. USE 3"X3"X5/16" SQUARE WASHERS TO FASTEN ANCHOR BOLTS.
• FASTENERS:
• PANEL EDGES - 8D @ 6" OC
• INTERIOR SUPPORT - 8D @ 12" OC
• HOLDDOWNS -- PROVIDE SIMPSON HDU4OR EQUAL (FLOOR TO FDN) OR SIMPSON MSTC52 OR EQUAL
(FLOOR TO FLOOR) WHERE INDICATED ON PLAN FOR CS-WSP. PROVIDE HOLDDOWNS AT CS-PF
PANELS.
• CS-PF CONSTRUCTION PER MRC FIGURE R602.10.6.4.
8. FUTURE EXPANSION
• NO PROVISION FOR SUPPORT OF FUTURE HORIZONTAL OR VERTICAL CONSTRUCTION IS MADE. FUTURE
ADJACENT ADDITIONALS MUST BE STRUCTURALLY INDEPENDENT.
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