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BUIIDRIG RISK CATEGORY
11
SEISWC [IIID DESIGN CRIJ
C
SEISMIC IMPORTANCE FACTOR,
1.00
MAPPED SPECTRAL RESPONSE ACCELERATION, S,B
0.672
MAPPED SPECTRAL RESPONSE ACCELERATION, Sr
0.386
SITE CLASS
D
SITE COEFFICIENT, u
1.263
SHORT TERM SPECTRAL RESPONSE COEFFICIENT, Sw 0.566 1
SEISMIC DESIGN CATEGORY D
BASIC SEISMIC -FORGE RESISTING SYSTEM
RESPONSE MODIFICATION FACTOR, R
SEISMIC RESPONSE COEFFICIENT, CS
ANALYSIS PROCEDURE USED
6.5, 1.5
0.087, 0.377
EQUIVALENT LATERAL FORCE PROCEDURE
BASIC DESIGN WIND SPEED (mph)
98
WIND EXPOSURE
C
ANALYSIS PROCEDURE USED
ASCE 7 CH 27 PART I
INTERNAL PRESSURE COEFFICIENT
30.18
LIVE LGAD DESIGN CRITERIA
i
FLOOR LIVE LOAD (11
40
SNOW LCAD DESIGN CRRER61
L0
GROUND SNOW LOAD (pi
It
FLIT ROOF SNOW LOAD (Ji l)
9
SNOW EXPOSURE FACTOR
i
SNOW LOAD IMPORTANCE FACTOR
I
THERMAL FACTOR
1.2
SLOPE FACTOR
I
SLOPED ROOF SNOW LOAD (jP4
14.2
ROOF MINIMUM DESIGN SNOW LOAD (ill
RAIN -ON -SNOW SURCHARGE (psf)
SNOW DRIFT LOAD (MAXIMUM INTENSITY, Pill
20
5
26.2
ROOF DEAD LOAD (PFJ 10
EXTERIOR WALL DEID LOAD (pe/) 7
SPECIAL INSPECTION:
1. CONCRETE CONSTRUCTION: REM 4 OF OSSC TABLE 1705.3
GENERAL NOTES:
1, CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
2. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN
GENERAL CONFORMANCE WITH CONSTRUCTION DETAILS OF A
SIMILAR NATURE ELSEWHERE ON THE PROJECT.
3. TEMPORARY SHORING DESIGN TO BE BY CONTRACTOR. ANY
EXISTING OR PROPOSED TEMPORARY SHORING ELEMENTS
NOT SHOWN HERE.
CONCRETE SPECIFICATIONS:
1.
CEMENT.. ASTM C150 TYPE I OR 11.
1E
L0
U
2.
WATER: IN CONFORMANCE WITH ASTM C94.
�
T�
3,
WATER -REDUCING ADMIXTURE ASTM Gel TYPE A. OR TYPE F
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MID-RANGE TYPE.
4.
STRUCTURAL CONCRETE SHALL BE III = 4500 PSI AT 28 DAYS.
VICINITY MAP
SLUMP SHALL BE 41 +/- 11. SLUMPS MAY BE INCREASED TO
N.T.S.
B' MAXIMUM r/ APPROVED ADMIXTURE
F
5.
MAXIMUM WIC RATIO SHALL BE 0.47
6.
AIR CONTENT 6.T 31.5,T (CONCRETE EXPOSED TO
�0
FREEZING -AND -THAWING CYCLES)
SHEET INDEX:
7.
CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE
H
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MTN THE CURRENT ADOPTED VERSION OF ACI 318 'BUILDING
SOOT STRUCTURAL NOTES
d•
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
SIDE) DEA40ITION PIAN
B.
TRANSPORTATION OF RFMY-MIX CONCRETE SHALL BE IN
S101 FOUNDATION PIAN
Ce
ACCORDANCE WITH ASTM C94 ISPECIFICAPON FOR READY -MIX
S102 ROOF FRAMING PLAN
SSECTION
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CONCRETE' AND CONCRETE PLACEMENT, CONSOLIDATION, AND
S5501 01 STRUCTURAL DETAILS
CURING SHALL BE IN ACCORDANCE WITH SECTION 5 OF ACI 301
5502 STRUCTURAL
DETAILS
3PEciELAT10NS FOR STRUCTURAL CONCRETE°.
REVIEWED
FOR
9.
HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI
305R "GUIDE TO HOT -WEATHER CONCRETING" AND 305.1
CODE COMPLIANCE
'STANDARD SPE FMI70N FOR HOT -WEATHER CONCRETING'.
COLD -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACReviewed plans shall Iwt be changed without rereview.
306R "GUIDE TO COLD -WEATHER CONCRETING" AND 306.1
All work regulated by cases and ordinances shall be
"STANDARD SPECIFICATION FOR COLD -WEATHER CONCRETING.
done in accordance with the reviewed plans. Reviewed
10.
USE ASTM A615 GRADE 60 REINFORCING BARS
plans shall not be cans ue ravel at any vlolatiar
Revia Ble 08/24/2022
WOOD FRAMING SPECIFICATIONS: MIC IEL LINBARGE ITV OF SPRINGFIEL
1.
ALL DIMENSIONAL LUMBER FRAMING IS PRESSURE TREATED 11 HF, U.N.O.
2.
NEW WALL TOP PLATES MAY BE 12 OF.
J.
NEW GLU-LAM FRAMING TO BE COMBINATION 71, GRACE LID AC. JOB SITE MUST BE POSTED WITH ADDRESS&
PERMIT NUMBER VISIBLE FROM THE STREET
THE APPROVED PLANS MUST BE KEPT ON
THE JOB SITE IN SUCH A WAY THAT THE"
ARE EASILY LOCATED& PROTECTED FROM
SHEAR WALL NOTES:
WATER AND OTHER DAMAGE.
1. ALL SHEATHING MAILS REFERENCED ARE COMMON WINE NABS (I. E. 8d
0.131') VALUES OF OTHER STANDARD CONSTRUCTION FASTENERS WILL
REQUIRE SPACING ADJUSTMENTS AND MUST BE APPROVED BY ENGINEER
PRIOR TO USE USE HDG NAILS.
2. MINIMUM NAIL PENETRATIONS INTO SUPPORT FRAMING AT SHEATHING: Bd=
3. NAIL HEAD SHALL NOT PENETRATE THE SURFACE OF SHEATHING.
4. WALL SHEATHING SHALL BE APA RATED MARINE -GRADE C -D OR BETTER
SHEATHING.
5. APPLY SHEATHING WITH LONG DIMENSIONS HORIZONTAL
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