HomeMy WebLinkAboutPlansGeneral Notes:
The purpose of these drawings is to graphically depict the general
nature of the work to be performed. The Contractor shall confirm
dimensions and select fabrication processes and techniques prior to
construction.
All construction and materials shall be in accordance with all
applicable codes, ordinances, laws, permits, and contract documents
The contractor shall be responsible for the accurate placement of all
new construction.
The contractor shall confine his or her operations on the worksite to
those areas previously agreed on with the owner.
All materials stored on site shall be properly stacked and protected
to prevent damage and deterioration. Failure to protect material may
be cause for rejection of work.
The Contractor shall review locations of light fixtures and other
recessed ceiling and wall elements prior to framing for proper
placement of these items.
The contractor shall verify all field dimensions and conditions, and
shall notify the architect of any variations from those items shown
herein.
The jobsite shall be maintained in a clean, ordered condition, free of
debris and litter. The jobsite shall not be unreasonably encumbered
with any materials or equipment. Each subcontractor, immediately
upon completing each phase of his or her work, shall remove all
trash and debris as a result of his or her operation.
The contractor shall do all cutting, fitting or patching of his or her
work that may be required to make its several parts to fit together
properly. The contractor shall not endanger any other work by
cutting, excavating, or otherwise altering the total work or any other
part of it. All patching, repairing and replacing of materials and
surfaces cut or damaged in execution of work shall be done with
applicable materials so that surfaces replaced will, upon completion,
match surrounding similar surfaces.
Mechanical subcontractor shall be responsible for designing and
installing a code compliant heating and ventilation system. Plumbing
subcontractor shall be responsible designing and installing a code
compliant water, drain lines, and proper venting. Electrical
subcontractor shall be responsible for designing and installing a
code compliant electrical system.
The Contractor shall provide all necessary blocking, backing, and
framing for bathroom accessories, handrails, guardrails, electrical
fixtures, mechanical equipment, recessed items, and any other
items, as required.
The Contractor shall be responsible for arranging all necessary
inspections required by Garfield County prior to covering any
such portions of work.
Plans based on pre—engineered structural building shop drawings.
Provided by. Sentinel
237 South 4th Street
P. 0. Box 348
Albion, Nebraska 68620
Job No. B41203
All drawings, plans, and specifications are instruments of service
provided by Jeff Johnson Architectural P.C. and remain the property
of the Architect. These instruments of service may not be reused
without Written consent by Jeff Johnson Architectural P.C.
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1 114- 4,3-23- 2-4-JQ74 Gar. Co_C 1lo."
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Site Plan
Leased Parcel P
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Combined Parcel
P16—EA
Deferred Submittal of
Lease Agreement & Survey
Lease Parcel P22—EA
Lease Parcel P23—EA
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N .1 REFERENCE:
Lease Boundary Exhibit; Bookcliff Survey, Job No. 21956-01
PROJECT DATA:
BUILDING AREA: 20,400 SF
APPLICABLE BUILDING CODES:
BUILDING: 2015 INTERNATIONAL BUILDING CODE
FIRE: 2015 INTERNATIONAL FIRE CODE
PLUMBING: 2015 INTERNATIONAL PLUMBING CODE
ENERGY: 2009 INTERNATIONAL ENERGY CONSERVA11ON CODE
MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE
FUEL /GAS: 2015 INTERNATIONAL FUEL GAS CODE
USE AND OCCUPANCY CLASSIFICATION
OCCUPANCY GROUP: Sq1R
DESCRIPTION OF OCCUPANCY: NONCE AFT HANGAR
ACCESSORY OCCUPANCIES: N
GENERAL BUILDING HEIGHTS AND AREAS
ALLOWABLE SHOWN ON PLANS
HEIGHT 75'
40"-10"
STORIES 1
1
SF 70,000
18,582
TYPE OF CONSTRUCTION
TYPE OF CONSTRUCTION: II
8
FIRE —RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)
STRUCTURAL FRAME
0
EXTERIOR BEARING WALLS
0
INTERIOR BEARING WALLS
0
EXTERIOR NON —BEARING WALLS
0
INTERIOR NON —BEARING WALLS
0
FLOOR CONSTRUCTION
0
ROOF CONSTRUCTION
0
FIRE AND SMOKE PROTECTION
FEATURES
ALLOWABLE WALL OPENING
AREA (TABLE 705.8)
FIRE SEPARATION
OPENING ALLOWABLE
DISTANCE
PROTECTION AREA
NORTH > 30'-0"
UP, S NO LIMIT
EAST > 30'-0"
UP, S NO LIMIT
SOUTH > 30'-0"
UP, S NO LIMIT
WEST > 30'-0"
UP, S NO LIMIT
FIRE PROTECTION SYSTEMS
PROVIDED:
—AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED.
—SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE COVER.
(REQUEST DEFERRED SUBMITTAL)
—MAXIMUM SINGLE FIRE AREA 40,000 SF 2018 IBC TABLE 412.3.6
scale: 1" = 80'-0"
OCCUPANCY CALCULATIONS PER TABLE 1004.1.2
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FUNCTION/USE: SF PER OCC: AREA: OCCUPANTS:
AIRCRAFT HANGER 500 20,400 SF 41
MEANS OF EGRESS
NUMBER OF REQ'D EXIT WIDTH
EXITS REQ'D STAIRWAYS REQ'D EXIT WIDTH
9 N/A 41 x 0.2" = 8.2"
Units with common path of travel distance greater than 100 feet shall be pr
ided With
Unit A-4 Common Path of Travel is less than 100 feet, so only one exit is
squired
EXITS PROVIDED: 9
EXIT WIDTH: 9 x 36" = 180"
DOORS:
1. All doors and hardware shall be in compliance with ANSI A117.1 2009 Ste
and
2. Unit A-4 shall have integc�ral personnel door in sectional
garage door assembly acing as complying exit
This door shall be accessible, G.C. to provide cut sheet
3. Exit signs and egress illumination shop be provided at all
exit doors with emergency back—up power
MAXIMUM EXIT TRAVEL DISTANCE (TABLE 1017.2):
S-1 WITH SPRINKLER SYSTEM = 250'
IECC 2009 BUILDING THERMAL ENVELOPE COMPLIANCE
Project has been designated as Low Energy Building per 2009 IECC 101.5.2
Spaces shall be conditioned to accommodate sprinkler system operating tem
ature
but peak design rate of energy usage shall be less than 3.4 Btu/h per SF o
We
/S
Verification of this peak design rate energy usage less than 3.4btu/hour per
F or
1 e r C
Roof Assembly R Value R-13 + R-13 W/ thermal blocks
Wall Assembly R Value R-19
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Note: R—Value of installed insulation shall be certified per requirements of 2 49 IECC (401.3)
EXTENDED LEASE BOUNDARY PER�
GARFIELD COUNTY AIRPORT AGREEMENT
All interior finish materials shall comply With Class designation of flame se
and smoke —developed indexes, as tested in accordance to 2015 IBC Sectiorne
03.1.2
GROUP S, sprinklered
Class Spread C flame spread index 76-200
smoke —developed index 0-450
PLUMBING FACILITIES
Provide accessible free standing Water coolers in each unit
Access to toilets in a different building shall comply with the following:
[P] 2902.3.2 Location of toilet facilities in occupancies other than malls.
In occupancies other than covered and open mall buildings, the required
public and employee toilet facilities shall be located not more than one
story above or below the space required to be provided with toilet
facilities, and the path of travel to such facilities shall not exceed a
distance of 500 feet (152 m). (506 FEET ESTIMATED)
APPROVED
Exception: The location and maximum travel distances to required
employee facilities in factory and industrial occupancies are permitted to
exceed that required by this section, provided that the location and SUBJECT TO NOTED
maximum travel distance are approved. EXCEPTIONS & INSPECTIONS
Remote toilet facilities shall be accessible
Agreement from building leaser of remote toilet facility and this property leaser GARFIELD COUNTY
shall be provided prior to Foundation inspection BUILDING C ci' ' THE
Note: This is a private building, not for public utilization and there are no employes GATc BY w
SPECIAL INSPECTIONS FIELD COPY
STRUCTURAL ENGINEER SHALL PROVIDE STATEMENT OF SPECIAL INSPECTIONS
RELATING TO PRE—ENGINEERED METAL BUILDING AND FOUNDATION PLANS # NO INSPECTION WITHOUT
PRIOR TO FOUNDATION INSPECTION THESE PLANS ON SITE
DEFERRED SHOP DRAWINGS Page _Of
_ Of ._
Request deferred submittal or letter of clarification from Sentinel of revised Steel Lm Q[gWonos
indicating additional exits provided correspond With floor plan prior to Steel Erection
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Site Plan Notes:
1.Adeqq�,ate precaution shall be taken to insure proper compactness of
backtilI around piping without damage to such piping. Backfill shall
be free of rocks, concrete or other rubble which mgy damage or
break pipe and should be placed in the trench in 6 layers. Suitable
precautions shall be taken to insure permanent stability for pipe laid
In filled or made ground.
2.Provisions shall be made for the control and droinp96j�ft t�ter222-084
around the building.
3.The top of the foundation wall shall set at an elevation to provide grade
that shall fall a minimum of 6 inches within the first 10 feet.
4.AII concrete for site elements shall be mixed and placed in
accordance with ACI 318 latest edition, shall develop a minimum
campressive strength of 3,500 PSI at 28 days, and shall be
reinforced.
5.Follow all directions provided in Geotechnical Report
performed by: 1525 BlakeoAlvenue Inc.
Glenwood Springs, CO 81601
970-384-1500
GARFIELD COUNTY AIRPORT
Reception No. 751548
367'-0"
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STALLS ADA STALLS
PARKING
AC ESSIBILITY NOTES:
. ACCESSIBLE PARKING SPACE SHALL BE DESIGNATED AS RESERVED FOR THE
DISABLED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBILITY.
2. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESS ROUTE TO THE BUILDING
OR FACILITY ENTRANCE. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL
WITH SURFACE SLOPES NOT EXCEEDING 1:50 IN ALL DIRECTIONS.
3. AN ACCESSIBLE PATH SHALL BE PROVIDED FROM ADA PARKING
STALL TO THE ENTRANCE OF EACH UNIT
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LEASE BOUNDARY PER GARFIELD COUNTY AIRPORT AGREEMENT
GARFIELD COUNTY AIRPORT
Refer to plan attachments for
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations.
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Reception No. 751548 0 16 32 48 ao
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♦V COMPLY iTH WILDFIRE MIITGATION
& DEFENSIBLE SPACE REQUIREMENTS
AS PER "FIRE -WISE CONSTRUCTION:
SITE DESIGN & BUILDING MATLRIALS"
PUBLISHED BY AND AVAILABLE FROM
COLORADO STATE FOREST SERVICE,
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Architectural PC
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Rifle, �• �1C•6�C1
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& Code Summary
AO Roof Plan, Section & Assemblies
Al Floor Plan
A2 Exterior Elevations
A3 Exterior Elevations
S1.0 Foundation Plan
S1.1 Foundation Details
Construction
Notes,
Site Plan
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MECHANICAL APPLIANCES, EQUIPMENT & SYSTEMS SHALL BE CONSTRUCTED,
INSTALLED & MAINTAINED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL
CODE (IMC) AND INTERNATIONAL FUEL GAS CODE (IFGC)
MECHANICAL ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION.
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Plans based on pre—engineered structural building shop drawings.
Provided by. Sentinel
237 South 4th Street
P. 0. Box 348
Albion, Nebraska 68620
Job No. B41203
All drawings, plans, and specifications are instruments of service
provided by Jeff Johnson Architectural P.C. and remain the property
of the Architect. These instruments of service may not be reused
without written consent by Jeff Johnson Architectural P.C.
Egress Doors & Exits:
• EGRESS REQUIREMENTS AS PER 2015 I.B.C., CHAPTER 10.
• LOCKS, LATCHES & LANDINGS AT DOORS PER SECTION 1010.
• EGRESS DOORS TO COMPLY WITH ICC/ANSI A117.1— 2009 FOR ACCESSIBILITY.
• VERIFY DIRECTIONAL EXIT SIGNS AND EMERGENCY LIGHTING LOCATIONS PRIOR
TO ELECTRICAL ROUGH -IN INSPECTION.
170'-0"
Fire suppression design, permitting, fees & related inspections handled by the Local Fire District.
Fire sprinkler rough -in sign off by the Fire District required before framing inspection.
Fire Sprinkler final approval by the Fire District shall be complete before building final / C.O. final
—3 1 /2"
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65'x 85' AIRCRAFT HANGER
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55'X 60' AIRCRAFT HANX 1
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! 55'X 60' ARAFT HANGER
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BUILDING CONSTRUCTION TYPE 2B
OCCUPANCY/ USE S-1
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OCCUPANTS 6
OCCUPANCY//USE S-1
OCCUPANCY/ U55 S-1
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ELECTRICAL COMPONENTS, EQUIPMENT & SYSTEMS SHALL BE DESIGNED AND
CONSTRUCTED PER NFPA 70— NATIONAL ELECTRIC CODE.
MEANS OF EGRESS ILLUMINATION PER SEC. 1008.
VERIFY DIRECTIONAL EXIT SIGNS & EMERGENCY LIGHTING LOCATIONS PRIOR TO
ELECTRICAL ROUGH -IN INSPECTION.
PLUMBING REQUIREMENTS PER I.B.C., CHAPTER 29 AND IN ACCORDANCE WITH
INTERNATIONAL PLUMBING CODE (IPC)
PLUMBING ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION.
Floor Plan
scale: 1/8" = 1'-0"
/ 21,
ELECTRICALPERMITTING & INSPECTIONSARE
BYTHECALORADOSTATE ELECTRICAL BOARD
ELECTRICALROUGH IN APPROVAL IS
REQUIRED AT FRAMING INSPECTION
ELECTRICAL FINAL APPROVAL IS
REQUIRED AT COIF INAL INSPECTION
Jeff Johnson
Architectural PC
1 �F LTMThird S1tM-7%
Rifle. CO 81850
970-625-005801
jeff@harchitectural.com
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STRUCTURAL DATA:
APPLICABLE CODE: IBC 2018
CATEGORY (TABLE 1604.5): II
EXPOSURE CLASS: C
ALLOWABLE SOIL BEARING PRESSURE: 2000 psf
(DESIGN LOADS PROVIDED BY METAL BLDG. MFR.)
LIVE LOADS
ROOF LIVE LOAD: 20 psf
SNOW LOADS:
Ground Snow Load (Pg):
Flat Roof Snow Load (Pf):
WIND LOADS:
BASIC WIND SPEED:
IMPORTANCE FACTOR (Iw):
GROUND ELEVTATION FACTOR:
EXPOSURE COEFFICIENT:
ENCLOSURE CLASSIFICATION:
INTERNAL PRESSURE COEFFICIENT:
SEISMIC LOADS:
OCCUPANCY CATEGORY:
IMPORTANCE FACTOR:
Ss =
S)=
SITE CLASS:
SDs =
SD7 =
SEISMIC DESIGN CATEGORY:
47.62 psf
40 psf
115 mph (Vult)
1.0
1.0
1.0
ENCLOSED BUILDING
0.18/-0.18
11
1.0
0.30
0.08
D
0.31
0.13
B
— SEISMIC —FORCE RESISTING SYSTEM PER METAL BUILDING MANUFACTURER
FOOTINGS: ALL FOOTING THICKNESS AS SHOWN.
ALL FOOTINGS ON 6" MINIMUM COMPACTED GRANULAR.
BOTTOM OF FOOTINGS TO BE PLACED MINIMUM OF 36" PER
FROST DEPTH
CONCRETE: CONCRETE FLOOR SLABS AND PEDESTALS SHALL CONFORM TO A
STRENGTH OF 4000 psi MINIMUM AND FOOTINGS TO A
STRENGTH OF 3000 psi. CONCRETE DESIGNED IN ACCORDANCE
WITH ACI-318-05 STANDARDS. ALL CONCRETE MUST BE
MECHANICALLY CONSOLIDATED. EXPANSION JOINT LOCATIONS
PER CONCRETE CONTRACTOR.
REINFORCEMENT SHALL BE DEFORMED ASTM A615, GRADE 60,
DETAILED AND SUPPORTED IN ACCORDANCE WITH THE LATEST
ACI DETAILING MANUAL.
CLEARANCES FOR THE REINFORCEMENT:
CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS ............ 3"
SLABS ON EARTH...........................................SLAB MID —DEPTH
GRADE BEAMS/WALL; BOTTOM................................................3"
GRADE BEAM/WALLS; TOP AND SIDES...................................2"
WALLS, COLUMNS, BEAMS: OUTSIDE FACE......................1 1/2"
WALLS: INSIDE FACE........................................................1 1/2„
FORMED SURFACES EXPOSED TO WEATHER OR EARTH:
#5 BARS AND SMALLER...................................................1 1/2"
#6 BARS AND LARGER............................................................2„
STRUCTURAL SLABS, JOIST: TOP & BOTTOM, STAIRS
EXCEPT AS INDICATED........................................................3/4"
LAP SPLICE LENGTH SHALL BE A MINIMUM OF 24" FOR
#5 BARS AND 18" FOR #4 BARS
EMBED ALL ANCHOR BOLTSCI"0 12" MIN. U.N.O. ON PLANS
EMBED ALL ANCHOR BOLTS>=1"O 16" MIN. U.N.O. ON PLANS
® HOLD FOUNDATION DOWN 6" AT DOORWAY
OPEN -HOLE SOILS REPORT
ALL HIGP
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IS REQUIRED AT FOOTING
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INSPECTION Z900. POP
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ALL HIGIP `--" ,1 1TH BOLTING AND
FIELDW': (-:QUIRES SPECIAL
INSPEC ' WIDE APPROVAL
REPOR : ;,,,ING INSPECTION
FOOTING SCHEDULE
MARK
FOOTING SIZE
REINFORCING
PIER
(WIDTH x LENGTH)
OF HAIRPINS
A.B. SIZE AND EMBED
WIDTH x LENGTH x THICKNESS)
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
F1
2'-6` x 2'-6" x 12"
(3) #5's E.W. ®BOTTOM
(6) #5 VERTICALS
N/A
12" EMBED
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
F2
3'-3" x 3'-9" x 12"
(4) #5's E.W. 0 BOTTOM
(4) #5 VERTICALS
N/A
12" EMBED
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
F3
4'-0" x 4'-0" x 12"
4 5 s E.W. 0 BOTTOM
()
(6) #5 VERTICALS
N/A
16" EMBED
F4
4'-3" x 4'-3" x 16"
(4) #5's E.W. ® BOITOM
PER DETAIL
N/A
DIA TYPE SPEC, BY METAL BLDG. MFR.
12" EMBED
F5
4'-6" x 5'-4" x 12"
(5) #5's E.W. 0 BOTTOM
PER DETAIL
N/A
DIA TYPE SPEC. BY METAL BLDG. MFR.
(6) #5 VERTICALS
16" EMBED
F6
5'-0" x 5'-0" x 12"
(5) #5's E.W. ® BOITOM
PER DETAIL
N/A
DIA TYPE SPEC. BY METAL BLDG. MFR.
(9) #5 VERTICALS
21" EMBED
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
F7
5'-3" x 5'-3" x 12"
(5) #6's E.W. ®BOTTOM
(8) #5 VERTICALS
N/A
18` EMBED
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
FB
7'-0" x 7'-0" x 36"
(7) #6's E.W. 0 BOTTOM
PER DETAIL
N/A
12" EMBED
F9
8'-0" x 8'-0" x 36"
(7) #6's E.W. 0 BOTTOM
PER DETAIL
N/A
DIA TYPE SPEC. BY METAL BLDG. MFR,
PER DETAIL
16" EMBED
PER DETAIL
DIA TYPE SPEC. BY METAL BLDG. MFR.
F10
8'-0" x 8'-0" x 36"
(7) #6's E.W. 0 BOTTOM
DETAIL
SEE DETAIL
16" EMBED
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ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL
INSPECTOR. PROVIDE APPROVAL
REPORTAT FRAMING INSPECTION
STEEL COLUMN SIZE VARIES BY
LOCATION (SEE BLDG. MNFG.
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DATE:1 /06/22
DWN BY: JLE
DESIGN BY:JLE
CHK. BY: D.D.B.
REV:
SHEET\V0.:
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ENGINEERING
EW A
UoD Number:
BUILDING Job Name:
CODE: Job Location
IBC 15
Builder:
STATE WIDTH:
CODE: PEAK OFFSET
IBC 15 LENGTH:
EAVE HEIGHT:
ROOF SLOPE:
GRACO PREMIER HANGARS
375 CO RD 352
RIFLE, CO 81650
TALLY HO CONSTRUCTION
RIFT P- rn Ri krn_aann
BUILDING DESCRIPTION
170 feet
85 feet
120 feet
28 feet 28 feet
1.0000:12 1.0:12
DESIGN LOADS
ROOF DEAD LOAD:
2.5 psf
COLLATERAL LOAD:
1.0 psf
LIVE LOAD:
20.0 psf
LIVE LOAD REDUCTION:
Yes
RIGID FRAME LIVE LOAD:
12.0 psf
ROOF SNOW LOAD FACTORS
FLAT ROOF SNOW LOAD:
40.00 psf
SLOPED ROOF SNOW LOAD (Ps): 40 psf
GROUND SNOW LOAD: 47.62 psf
Is = 1.00 Ce = 1.00 Ct = 1.20 Cs = 1.00
Terrain Category: C
Slippery/Unobstructed Roof: Y
Rain -on -Snow Surcharge = 0.00 psf
FRAME SELF WEIGHT: INCLUDED
W_ND LOAD:
V= 115 mph Vosd=
89 mph
CLOSURE TYPE:
Closed
EXPOSURE:
C
INTERNAL PRESSURE
COEFFICIENT: +0.18 /-0.18
SEISMIC IM' `TANCE
FACTOR: 1.00 SEISMIC
DESIGN CATEGORY: B
SEISMIC (�, IIENT:
0.465 (Ss*Fa)
ASSUMED SITE CLASS:
RISK CAT II -
Normal
S s = D.-:, 31=
0.08 SDS= 0.31
Sol = 0.13
SEISMIC r;.. 1NG SYSTEM: Structural Steel
System Not
SpecificaPrj-'Detailed
for Seismic Resistance
DATE:
10/12/21
DESIGNED BY:
JLS
BUILDING FRAMING
LEFT ENDWALL FRAME TYPE: Rigid
RIGHT ENDWALL FRAME TYPE: Rigid
INTERIOR FRAME
TYPE:
5 rigid frames
ROOF BRACING:
Cable Diagonal Bracing
LEFT ENDWALL BRACING:
Rigid Frame
RIGHT ENDWALL
BRACING:
Rigid Frame
FRONT SIDEWALL
BRACING:
Tier X-Bracing
BACK SIDEWALL
BRACING:
Tier X-Bracing
LEFT ENDWALL GIRT TYPE: Inset
RIGHT ENDWALL GIRT TYPE: Inset
FRONT SIDEWALL GIRT TYPE: Inset
BACK SIDEWALL GIRT TYPE: Inset
ROOF PANEL: 26 ga. R-Panel
ROOF PANEL COLOR: Burnished Slate (CSS)
ROOF TRIM COLOR: Burnished Slate (CSS)
WALL PANEL: 26 ga. R-Panel
WALL PANEL COLOR: Charcoal (CSS)
WALL TRIM COLOR: Burnished Slate (CSS)
SEISMIC DATA
CS
R
INTERIOR FRAME:
0.10
3.00
ROOF:
0.10
3.00
LEFT ENDWALL:
0.10
3.00
RIGHT ENDWALL:
0.10
3.00
FRONT SIDEWALL:
0.10
3.00
BACK SIDEWALL:
0.10
3.00
V (k)
LONGITUDINAL BASE
SHEAR:
30.31
TRANSVERSE BASE
SHEAR:
28.40
DEFINITIONS/ABBREVIATIONS
Definition of Loading Conditions on Anchor Bolt Reactions Page:
DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure D
WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right
R: Snow with Rain -on -Snow Surcharge
Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details:
ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure
The minimum lateral seismic force equation is used for buildings located in seismic
>ign category A [Eqn 1.4-1, ASCE7-10 (IBC12/IBC15) or ASCE7-16 (IBC18)],
it. `.hich case Cs and R do not apply and are not used to calculate the base shear, V.
COMMENTS
EWI EndwaLL SEISMIC RESISTING SYSTEM ABBREVIATIOP
SW: Sidewall OMF = Ordinary Steel Moment Frame
RFI Rigid Frame OCBF = Ordinary Steel Concentrically Braced Frame
DJ: Door Jamb CC = Cantilevered Column Svstem
ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL
INSPECTOR. PROVIDE APPROVAL
REPORT AT FRAMING INSPECTION
SENTINELN
237 SOUTH 4TH STREET P.O. BOX 348 &&ION. NEBR M USA 88820
800.327.0790 SENTINELSURDINGS.COM AGGRO
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41293
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