APPROVED BLD2022-0982+Pad & Pier Details+7.22.2022_5.32.22_PM+3007699STRUCTURAL NOTES:
1. DESIGN INFORMATION & LOADING:
1.1. BUILDING CODE IBC, 2018 EDITION, OSSC-2019
1.2. ROOF LIVE LOAD 30 PSF (SNOW), Is=1.0, Cf=1.15
1.3. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. (OFFICE)
1.4. WIND CRITERION 120 MPH, EXP C, Kzt=1.0
1.5. SEISMIC CRITERION SDS=1.200, le=1.0, SITE CLASS D, CATEGORY D
1.6. ASSUMED SOIL BEARING 1,500 PSF
1.7. WALL PLATE HEIGHT 9'-0"
1.8. ROOF SLOPE 2:12 OR FLATTER
2. CONCRETE:
2.1. DESIGN COMP.STRENGTH 2,500 PSI
2.2. REINF. YIELD 60 KSI
3. MASONRY:
3.1. 8x16x8 UNITS ASTM C-90, GRADE N
3.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN,
WITHOUT SOLID GROUTING CORES. SOLID GROUTED CORES OVER OVER 5
HIGH REQUIRES SPECIFIC ENGINEERING.
4. WOOD:
4.1. ALL WOOD TO BE HEM -FIR STUD GRADE OR BETTER.
4.2. WOOD FRAMING AND SHEATHING WITHIN 6-INCHES OF GRADE TO BE
PRETREATED FOR EXPOSURE TO MEET IBC 2015 2303.01.9.
4.3. CONNECTORS IN TREATED MATERIALS SHALL BE HOT -DIPPED GALVANIZED
OR STAINLESS STEEL PER IBC 2015, 2304.10.5.
4.4. SET MODULAR BUILDING SUCH THATTHE FLOOR JOISTS ARE A MINIMUM OF
18-INCHES ABOVE FINISHED SUBGRADE BELOW BUILDING.
5. SPECIALTY ITEMS: ("MINUTE MAN PRODUCTS, Inc." (800) 438-7277
www.minutemanproducts.com, OR EQUIVALENT.)
5.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000#
5.2. HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR
AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE OR HEAD; OR DRIVEN
ANCHOR W/ STABILIZER PLATE OR HEAD, W/ A MIN. DESIGN WORKING
LOAD OF 3,150# AND AN ULTIMATE LOAD OF 4,725#. NUMBER OF ANCHORS
AS INDICATED ON TABLE A. CORNER TIE -DOWNS TO BE WITHIN 3'-0" OF THE
BUILDING CORNER. TIE -DOWNS OTHER THAN AT THE CORNERS SHALL BE
SPACED EQUALLY. EACH INDIVIDUAL EQUALLY SPACED TIE -DOWN SHALL BE
WITHIN 4'-0" OF THE EQUAL SPACING.
5.3. TIE -DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-I8-THDLS FOR
PRE -POURED CONCRETE OR A MMA-42-210-PDH POUR INTO THE
CONCRETE. NUMBER OF ANCHORS PER
5.4. TIE -DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE
"ROCK -TYPE" ANCHORS
5.5. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE
BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS
FULLY BLOCKED AND LEVELED.
5.6. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S
RECOMMENDATIONS. SEE INSTALLATION INSTRUCTION MANUAL.
4. VENTING:
4.1. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL
REQUIREMENTS AT 1 NET SF OF VENTILATION PER 150 SF OF FLOOR AREA.
4.2. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE
INCREASED TO Y15oo, IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL.
6. ACCESS:
6.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE.
6.2. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING
SUPPORT MEMBERS.
7. SITE CONDITIONS:
7.1. FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR
STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR
DENSITY PER ASTM D-698.
7.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN.
GRADE OF 5% FOR THE FIRST 10-FEET AND 2% THEREAFTER TO A SUITABLE
DISCHARGE.
,�Typ)
LENGTH OF UNIT
mn
M
00
IILjII 11-11
PADS & PIERS, NO. REQUIRED PER TABLE A
— SEE DETAIL Al & A2/D1 SPACED EQUALLY
ANCHOR HOLD—DOWNS, SEE DETAIL B1 & B2/D1,
SPACED EQUALLY BETWEEN CORNERS
1 12' WIDE MODULAR FOUNDATION PLAN
SCALE: 1 /8" = 1'-0"
TABLE A
MODULE RAIL PIER/PAD SPACING
INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS
INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS
LENGTH OF UNIT
# PADS & PIERS
# HOLD-DOWN ANCHORS
EACH SUPPORT RAIL
EA.SIDE EA.END
32'-0"
8
3 2
40'-0"
10
4 2
42'-0"
10
4 2
44'-0"
11
4 2
48'-0"
11
4 2
56'-0"
13
5 3
60'-0"
14
5 3
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES BLD2022-0982
DEPARTMENT
The following documentation shall be available on
site for the building inspector:
❑3COE APPROVED ARCHITECTURAL PLAN SET ■
R
COE APPROVED STRUCTURAL PLAN SET
❑ COE REVIEWED CALCULATION PACKET
= [:]ENERGY CREDIT WORKSHEET
■
SITE PLAN
❑ CIVIL PLAN
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Aug 23 2022
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11 RENEWS I RENEWS: DECEMBER 31, 202311 RENEWS 9 27 2023
"DIAL STRAP OR
kBLE WITH TURN -BUCKLE
) APPROVED ANCHOR
)DULE SUPPORT BEAM
Ix4"x6" SHIMS
AP WITH NO MORE THAN
?) 2"X8"X16" PT PLATES
R (1)-4"X8"X16" CMU
8"x8"x16" CMU
(1)-4"X16"X16" CONC. OR
16"x16" ABS OR
2x12 - 24" LONG PT. WOOD
A CMU PIER
N.T.S.
METAL STRAP PER SOIL
ANCHOR MANUFACTURER
WITH TURN BUCKLE TO
APPROVED ANCHOR
MODULE SUPPORT BEAM
PREFABRICATED
METAL PIER
16%16" MIN. FTC. PAD,
CONC, ABS, OR 2x12 - 24"
LONG PT. WOOD
v
A2 PAD & PIER
N.T.S.
IDULE SUPPORT BEAM
STRAP W/GATOR CLAMP OR
EQUIVALENT ANCHORAGE
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SOIL ANCHOR-ENDWALL
N.T.S.
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Id@12" O.C. (TYP. 2 LINES)
x6 CEDAR TRIM OR METAL T DRIP
10 @ 2'-0" O.C., TOE -NAILED T&B
;KIRTING MATERIAL
2x4 P.T. PLATE
%"05" REBAR ANCHOR @ 48"O.C.
MAX. DRIVEN 12" INTO THE GROUND
C 1 SKIRTING DETAIL-NONBEARING
NTS.
MODULE SUPPORT BEAM
GALV. STEEL STRAP PER
ANCHOR MANUFACTURER
ANCHOR PER PLAN & NOTES
B 2 SOIL ANCHOR-SIDEWALL
N. T. S.
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
r7NNECTTOP PLATE
MODULE W/ 16d
12" O.C..
MIL WATER -PROOF
EET 0/ 2x4 TRT,WD,
4MING W/1/2" CDX
T. SHEETING & GALV.
NNECTORS. FLASH
'ER EXPOSED SHEET
x15" REBAR @ 32"
SECURING 2x4
4TE TO SOIL
C 2 SKIRTING DETAIL -STRUCTURAL PITSET
11 RENEWS 9 30 2022 RENEWS: DECEMBER 31, 2023 FF�RENEWS 9 27 2023
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