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* BOTTOM FLANGE CONNECTION PER 20 Solar... · PDF file THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED,

Aug 25, 2020

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  • 1. GENERAL: 1A. USE THE MOST CURRENT DRAWINGS IN PREPARATION OF SUBMITTALS. ALL SUBMITTALS SHALL LIST DATE OF DRAWINGS USED TO PREPARE THE SUBMITTAL.

    1B. BECAUSE THIS IS A PHASED CONSTRUCTION PROJECT, THE CONTRACTOR MUST ANTICIPATE ADDITIONAL DRAWING REVISIONS AFTER EARLY BID PACKAGES HAVE BEEN ISSUED. THESE REVISIONS WILL INCREASE THE CONSTRUCTION COST. THE CONTRACTOR SHALL INCLUDE THESE ANTICIPATED COSTS IN ANY BIDS OR PRICE GUARANTEES PROVIDED TO THE OWNER.

    SYMBOL DESCRIPTION

    MECH UNIT (XX.Xk = MECH UNIT OPERATING WEIGHT IN KIPS INCLUDING INERTIA BASE)

    CAST-IN-PLACE CONC

    XX.Xk

    EXTENT OF CONCRETE PAD

    SYMBOL DESCRIPTION

    SOG

    FW1

    CONCRETE SLAB ON GRADE

    FOUNDATION WALLS

    DRILLED PIER DIAMETER IN INCHES

    PENETRATION INTO BEDROCK IN FEET

    TYPE

    T/DRILLED PIER ELEVATION

    PIER DOWELS

    DPXXA-XX

    XX'-X"

    PD-1

    SYMBOL DESCRIPTION

    MOMENT CONNECTION

    AXIAL DRAG CONNECTION

    BRACING

    ABOVE DECK CONCRETE THICKNESS

    TYPE

    DECK TYPE

    DECK SPAN DIRECTION

    T/SLAB AT SLAB-ON-DECK

    2VLIX.XXA

    XXX'-XX"

    XXk XXkBEAM SIZE [XX] c=X"

    (XXX'-XX") CAMBER (INCHES)

    EL OF T/STEEL

    SHEAR STUD QUANTITY

    SERVICE BM REACTION (KIPS)

    STEEL BEAM

    SYMBOL DESCRIPTION

    ELEVATION CALLOUT XXX'-XX"

    STEP

    SLOPE

    KEY NOTE

    SUBGRADE

    FORM SAVER

    DRAWING REVISION NUMBER

    CURRENT REVISION CLOUD

    1

    X

    LOAD FOR SPECIALTY DESIGNER

    WELDED-WIRE REINFORCEMENT

    SECTION OR DETAIL CUT

    SHEET NUMBER

    ELEVATION CUT

    SHEET NUMBER

    NEW GRID LINES

    X

    XX

    X

    XX

    X

    SOGXXA

    XXX'-XX"

    SLAB THICKNESS

    TYPE

    T/SLAB

    SLAB TYPE

    BOTTOM FLANGE CONNECTION PER* /20 S-501

    1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2009

    2. SEISMIC LOADS - SEISMIC DESIGN CATEGORY = B - OCCUPANCY CATEGORY = III - EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.25 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.212 - MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.059 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.170 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.067 - SOIL SITE CLASS = C - BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM - STRUCTURAL SEISMIC LATERAL SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS - RESPONSE MODIFICATION FACTOR, R = 5 - SEISMIC RESPONSE COEFFICIENT, Cs= 0.033 - SYSTEM OVERSTRENGTH FACTOR, OMEGA = 2.5 - DESIGN BASE SHEAR EAST-WEST DIRECTION = 270 KIPS - DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 270 KIPS - SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

    3. WIND LOADS - OCCUPANCY CATEGORY = III - WIND IMPORTANCE FACTOR, Iw = 1.15 - BASIC WIND SPEED = 100 MPH - EXPOSURE CATEGORY = C - INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18

    4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR - PRESSURES LISTED BELOW ARE BASED ON 10 SF EFFECTIVE WIND AREA. FINAL CALCULATIONS TO BE COMPLETED BY CONTRACTOR - SEE ‘WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM’ - TYPICAL WALL AREA INWARD PRESSURE = 33 PSF - TYPICAL WALL AREA OUTWARD PRESSURE = 33 PSF - WALL CORNERS(OUTWARD) = 60 PSF - TYPICAL ROOF AREA (OUTWARD) = 48 PSF - ROOF SPECIAL ZONES (EDGES) (OUTWARD) = 75 PSF - ROOF SPECIAL ZONES (CORNERS) (OUTWARD) = 101 PSF - PARAPETS (INWARD OR OUTWARD) = 123 PSF - TYPICAL SOFFITS (UPWARD OR DOWNWARD) = 33 PSF - SOFFIT CORNER AREAS (DOWNWARD) - 60 PSF

    5. LATERAL LOAD RESISTING SYSTEM DESCRIPTION: - METAL ROOF DECK AND COMPOSITE CONCRETE SLAB ON METAL DECK DIAPHRAMS SPANNING BETWEEN ORDINARY REINFORCED CONCRETE SHEAR WALLS. CONCRETE SHEAR WALLS ARE SUPPORTED BY DRILLED PIERS.

    6. GRAVITY LOADS 6A. SEE GRAVITY LOADS TABLE FOR SUPERIMPOSED DEAD LOAD AND LIVE LOADS USED IN DESIGN

    6B. DRIFTING, SLIDING AND UNBALANCED SNOW - SEE 'DRIFTED SNOW LOADING DIAGRAM' ON S-004 - GROUND SNOW LOAD = 20 PSF - SNOW EXPOSURE FACTOR Ce = 1.0 - SNOW LOAD IMPORTANCE FACTOR Is = 1.1 - FLAT ROOF SNOW LOAD Pf= 30 PSF

    7. FIRE RESISTANCE, CONDITIONS OF RESTRAINT: 7A. FOR DETERMINING FIRE-RESISTANCE RATINGS PER IBC SECTION 703, FLOOR AND ROOF FRAMING SUPPORTING A COMPOSITE SLAB CAN BE ASSUMED TO BE RESTRAINED. ALL OTHER FRAMING AND CONSTRUCTION WALL BE ASSUMED TO BE UNRESTRAINED.

    INDICATES DIMENSIONS OF WALL CORNER ZONES, TYP

    INDICATES DIMENSIONS OF SPECIAL ROOF ZONES (EDGES), TYP

    10 '-0

    "

    10'-0"

    10'-0" 10'-0"

    10 '-0

    " 1 0'

    -0 "

    10 '-0

    "

    10'-0"

    10'-0" 10 '-0

    "

    10'-0"

    10 '-0

    "

    10 '-0

    "

    20'-0"

    INDICATES DIMENSIONS OF SPECIAL ROOF ZONES (CORNERS), TYP

    WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM

    ZONES AT PH STEPPED ROOF

    ZONES AT ROOF

    INDICATES CORNER ZONES AT ROOF STEPS

    1. GENERAL: 1A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR: - EXCAVATION SHORING - METAL STAIRS - CURTAIN WALL - LIGHT GAGE METAL FRAMING - METAL RAILINGS

    Project Number:

    Drawn By:

    Reviewed By:

    Approved By:

    Issue Date

    AndersonMasonDale Architects, P.C. 3198 Speer Boulevard Denver, CO, 80211 303-294-9448

    Architect

    TerraNova Engineering, Inc. 815 S 25th Street Colorado Springs, CO 80904 719-635-6422

    Civil

    Lime Green Design, Inc 900 E. Louisiana Avenue, Suite 209 Denver, CO 80210 303-733-7558

    Landscape

    Martin/Martin 12499 West Colfax Avenue Lakewood, CO 80215 303-431-6100

    Structural

    Shaffer Baucom Engineering & Consulting 7333 West Jefferson Avenue, Suite 230 Lakewood, CO 80235 303-986-8200

    Mechanical/Plumbing

    Shaffer Baucom Engineering & Consulting 7333 West Jefferson Avenue, Suite 230 Lakewood, CO 80235 303-986-8200

    Electrical

    Rimrock Group 10807 New Allegiance Drive, Suite 400 Colorado Springs, CO 80921 719-533-1112

    Technology

    James W Nakai & Associates, PC 520 E Colorado Ave Colorado Springs, CO 80903 719-635-2142

    Clinical Planning

    Ambient Energy 130 W 5th Ave Denver, CO 80204 303-278-1532

    Building Performance Engineer

    Parametrix, Inc. 7186 South Highland Drive Salt Lake City, UT 84121 801-733-5900

    Cost Estimating

    Facilities Services University of Colorado at Colorado Springs Campus Services Building, Rm 212 1420 Austin Bluffs Parkway Colorado Springs, CO 80918 719-255-3505

    Owner

    M M

    J O

    B #

    : 2 36

    16 .S

    .0 1

    P R

    IN C

    IP A

    L : P

    D E

    O R

    : P D

    P R

    O JE

    C T

    M A

    N A

    G E

    R : K

    H

    D E

    S IG

    N E

    R S

    : K

    H /A

    M D

    A T

    E P

    R IN

    T E

    D :

    KH/AM

    KH

    PD

    4 /1

    8 /2

    0 1 4 9

    :0 9 :2

    1 A

    M C

    :\ P

    ro j\ 2 0

    1 1

    1 0 1

    _ s tr

    u c tu

    ra l_

    k e vi

    n h

    .r vt

    S-001

    NOTES

    2011101.00

    The Lane Center for Academic Health

    Sciences University of Colorado at

    Colorado Springs

    2011101.00

    SHEET NUMBER SHEET TITLE DD BP#1 BP#2 BP#3

    ADD 005

    S-001 NOTES ● ● ●

    S-002 NOTES ● ● ●

    S-003 QUALITY ASSURANCE ● ●

    S-004 QUALITY ASSURANCE ● ●

    S-101 FIRST LEVEL FLOOR PLAN ● ● ● ● ●

    S-102 SECOND LEVEL FLOOR PLAN ● ● ● ● ●

    S-103 THIRD LEVEL FLOOR PLAN ● ● ● ●

    S-104 FOURTH LEVEL FLOOR PLAN ● ● ● ●

    S-105 PENTHOUSE FLOOR PLAN ● ● ● ●

    S-106 ROOF PLAN ● ● ● ●

    S-200 COLUMN SCHEDULE ● ●

    S-201 PARTIAL PLANS ● ●

    S-202 PARTIAL PLANS ● ●

    S-210 CORE WALL ELEVATIONS ● ●

    S-211 CORE WALL ELEVATIONS ● ● ●

    S-212 CORE WALL ELEVATIONS ● ● ●

    S-213 STAIR PLANS AND SECTIONS ● ●

    S-220 BUILDING ELEVATIONS ● ●

    S-221 BUILDING ELEVATIONS ● ●

    S-300 TYP CONCRETE DETAILS ● ●

    S-310 TYP DRILLED PIER DETAILS ● ● ●

    S-311 TYP FOUNDATION WALL DETAILS ● ● ●

    S-312 FOUNDATION WALL DETAILS ● ● ●

    S-313 TYP GRADE BEAM DETAILS ● ● ● ●

    S-314 TYP SOG DETAILS ● ● ● ●

    S-315 TYP STEEL TO CONCRETE CONNECTIONS ● ● ●

    S-316 STEEL TO CONCRETE CONNECTIONS ●

    S-320 TYP CONCRETE SHEAR WALL DETAILS ● ● ●

    S-500A TYP STL BM CONNS ●

    S-500B TYP STL BM CONNS ●

    S-501 TYP STEEL DETAILS ●

    S-502 STEEL DETAILS ● ●

    S-503 STEEL DETAILS ● ●

    S-530 TYP METAL DECK DETAILS ● ● ●

    S-531 TYP METAL DECK DETAILS ● ● ●

    S-540 TYP EXT WALL ● ● ●

    S-541 TYP EXT WALL ● ●

    STRUCTURAL DRAWING LISTSYMBOLS LEGEND

    ABBREVIATIONS (S) Salvaged

    S South

    SC Slip Critical

    SCHED Schedule

    SECT Section

    SIM Similar

    SLH Short Leg Horizontal

    SLRS Seismic Load Resisting System

    SLV Short Leg Vertical

    SOG Slab on Grade

    SP Space(s)

    SP @ Space at

    SPECS Specifications

    SPRT Support

    SS Stainless S

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