HomeMy WebLinkAboutB13-0552 B14-0032 REV8 plans (2) APPROVED
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GENERAL NOTES DEFERRED SUBMITTALS
�DESIGN CRITERIA
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1. �GENERAL:
1A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE
STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS
“CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.
1B. UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING
UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK.
1C. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS
UNLESS DIMENSIONED OTHERWISE.
2. �EXISTING STRUCTURES:
2A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE
OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.
2B. THE EXISTING STRUCTURE SHALL BE DEMOLISHED IN ITS ENTIRETY BEFORE CONSTRUCTING
THE NEW BUILDING STRUCTURE.
3. �USE OF DRAWINGS:
3A. DO NOT SCALE DRAWINGS.
3B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, OR GENERAL NOTES, THE MORE
STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER
GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR
CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO
SIMILAR WORK ELSEWHERE ON THE PROJECT.
4. �TEMPORARY CONDITIONS:
4A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE
CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT
THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS
AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN
CRITERIA FOR ADDITIONAL INFORMATION.
4B. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE SLABS-ON-GRADE AND UPPER
SLABS ARE IN-PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED.
USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND
GRADE BEAMS. GRADE BEAMS SHALL BE BACKFILLED EVENLY ON BOTH SIDES.
5. �SUBMITTALS AND SUBSTITUTIONS:
5A. SUBMITTALS: REFER TO SUBMITTAL NOTES FOR DETAILED REQUIREMENTS.
- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE
APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING
SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR
SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE.
- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS
- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL
USED TO PREPARE THE SUBMITTAL
5B. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS
5C. NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE
CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED
REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE
MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR.
6. �OSHA STANDARDS:
6A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING
SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR
THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS.
6B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER
PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS
WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE
CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS
INSTALLED.
6C. WASHERS OR RINGS MAY BE WELDED TO COLUMNS TO PROVIDE FOR SAFETY CABLES. DO
NOT PLACE HOLES IN COLUMNS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. ADJUST
LOCATIONS OR ADD COLUMN SPLICES AS NECESSARY TO COMPLY WITH OSHA REQUIREMENTS.
SUBMIT PROPOSED LOCATIONS.
6D. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS,
THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL
ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.
7. �CONSTRUCTION ENGINEERING:
7A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR
LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED
ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF
WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO:
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
- CURTAIN WALL
- SKYLIGHT SYSTEMS
- GLASS RAILINGS
- GLASS LANDINGS
- EXTERIOR STONE CLADDING CONNECTIONS TO STRUCTURE FOR GRAVITY AND LATERAL
LOADING
1 1B. DEFERRED SUBMITTALS SHALL INCLUDE ENGINEERING ANALYSIS DATA SIGNED AND SEALED BY
A QUALIFIED PROFESSIONAL ENGINEER, USING THE PERFORMANCE REQUIREMENTS AND DESIGN
CRITERIA INDICATED.
SUBMITTALS
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1. �GENERAL:
1A. THE FOLLOWING PORTIONS ARE REQUIRED TO BE SUBMITTED FOR REVIEW BY THE
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ARCHITECT AND ENGINEER:
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- CONCRETE MIX DESIGN
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- CONCRETE REINFORCEMENT SHOP DRAWINGS
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- CONTROL AND CONSTRUCTION JOINTS
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- STRUCTURAL STEEL ERECTION AND PIECE DRAWINGS
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- WELDER QUALIFICATIONS
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- COLD-FORMED METAL FRAMING ERECTION DRAWINGS AND PRODUCT DATA
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- EXCAVATION SHORING CALCULATIONS AND SHOP DRAWINGS
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- TOWER CRANE FOUNDATION CALCULATIONS AND SHOP DRAWINGS
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- ELEVATOR SHOP DRAWINGS WITH LOADS IMPOSED ON PRIMARY STRUCTURE
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- CURTAIN WALL SHOP DRAWINGS
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- SKYLIGHT SYSTEMS SHOP DRAWINGS
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- GLASS RAILINGS AND LANDING CALCULATIONS
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- EXTERIOR STONE CLADDING
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FOUNDATION NOTES
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1. �DESIGN CRITERIA:
1A. THE GEOTECHNICAL REPORT PREPARED BY HP GEOTECH, NUMBER 112 330A, DATED
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08/30/2013, PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT.
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2. �FOOTINGS:
- MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE = 3000 PSF
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- ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.50
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3. �FOUNDATION WALLS:
3A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN:
�
- “ACTIVE” CONDITION = 45 PCF FOR WALLS WITH HEIGHT (H) LESS THAN 12 FEET
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- “ACTIVE” CONDITION = 22.5H PSF FOR WALLS WITH HEIGHT (H) GREATER THAN 12 FEET
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- “AT REST” CONDITION = 55 PCF FOR WALLS WITH HEIGHT (H) LESS THAN 12 FEET
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- “AT REST” CONDITION = 27.5H PSF FOR WALLS WITH HEIGHT (H) GREATER THAN 12 FEET
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- “PASSIVE” CONDITION = 400 PCF (MOIST)
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- “PASSIVE” CONDITION = 250 PCF (SUBMERGED)
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- LATERAL PRESSURE DUE TO SURCHARGE = 100 PSF
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3B. WALL DESIGN BASED ON IMPORTED GRANULAR BACKFILL ADJACENT TO FOUNDATION WALLS.
ON-SITE GRANULAR BACKFILL THAT IS PROPERLY SORTED AND STOCKPILED MAY BE USED AS
APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER.
4. �SITE RETAINING WALLS:
4A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN:
�
- “ACTIVE” CONDITION = 45 PCF FOR WALLS WITH HEIGHT (H) LESS THAN 12 FEET
�
- “ACTIVE” CONDITION = 22.5H PSF FOR WALLS WITH HEIGHT (H) GREATER THAN 12 FEET
�
- “AT REST” CONDITION = 55 PCF FOR WALLS WITH HEIGHT (H) LESS THAN 12 FEET
�
- “AT REST” CONDITION = 27.5H PSF FOR WALLS WITH HEIGHT (H) GREATER THAN 12 FEET
�
- “PASSIVE” CONDITION = 400 PCF (MOIST)
�
- “PASSIVE” CONDITION = 250 PCF (SUBMERGED)
�
- LATERAL PRESSURE DUE TO SURCHARGE = 100 PSF
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- MAXIMUM FOOTING TOTAL LOAD SOIL BEARING PRESSURE = 3000 PSF
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- ULTIMATE COEFFICIENT OF FRICTION USED IN DESIGN TO RESIST LATERAL LOADS = 0.50
�
5B. WALL DESIGN BASED ON IMPORTED GRANULAR BACKFILL ADJACENT TO SITE WALLS. ON-
SITE GRANULAR BACKFILL THAT IS PROPERLY SORTED AND STOCKPILED MAY BE USED AS
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APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER.
�
1
1. �CODES AND STANDARDS:
1A. GENERAL DESIGN
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- INTERNATIONAL RESIDENTIAL BUILDING CODE 2012 WITH 2012 TOWN OF VAIL AMENDMENTS
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2. SEISMIC LOADS:
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- SEISMIC DESIGN CATEGORY = B
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- RISK CATEGORY = II
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- EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.0
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- MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.256
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- MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.073
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- DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.273
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- DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.116
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- SOIL SITE CLASS = D
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- TWO-FAMILY DWELLINGS ASSIGNED TO SEISMIC DESIGN CATEGORY B ARE EXEMPT FROM
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SEISMIC DESIGN BY IBC 2012 1613.1
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3. WIND LOADS:
�
- RISK CATEGORY = II
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- WIND IMPORTANCE FACTOR, Iw = 1.0
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- BASIC WIND SPEED, V(ULT) = 115 MPH
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- BASIC WIND SPEED, V(ASD) = 90 MPH
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- EXPOSURE CATEGORY = B
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- INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18
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4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY
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THE CONTRACTOR:
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- PRESSURES LISTED BELOW ARE ASD AND BASED ON 10 SF EFFECTIVE WIND AREA AND AN
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ALTITUDE OF 8000 FEET ABOVE SEA LEVEL. FINAL CALCULATIONS TO BE COMPLETED BY
�
CONTRACTOR
�
- SEE ‘WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM’
�
- TYPICAL WALL AREA INWARD/OUTWARD PRESSURE = 12 PSF
�
- WALL CORNERS(OUTWARD) = 15 PSF
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- TYPICAL ROOF AREA (OUTWARD) = 12 PSF
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- ROOF SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (OUTWARD) = 31 PSF
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5. �LATERAL LOAD RESISTING SYSTEM DESCRIPTION:
- CONCRETE ON METAL DECK DIAPHRAGMS WITH STEEL BRACED FRAMES AND CONCRETE
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FOUNDATION WALLS AND FOOTINGS.
�
6. �GRAVITY LOADS:
6A. SEE GRAVITY LOADS TABLE
6B. DRIFTING, SLIDING AND UNBALANCED SNOW
�
- GROUND SNOW LOAD = 147 PSF
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- SNOW EXPOSURE FACTOR Ce = 1.0
�
- SNOW LOAD IMPORTANCE FACTOR Is = 1.0
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- THERMAL FACTOR Ct = 1.0
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- FLAT ROOF SNOW LOAD Pf = 100 PSF
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7. �FIRE RESISTANCE, CONDITIONS OF RESTRAINT:
7A. FOR DETERMINING FIRE-RESISTANCE RATINGS PER IBC SECTION 703, ALL CONSTRUCTION IS
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ASSUMED TO BE RESTRAINED.
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GRAVITY LOADS TABLE
TOTAL DEAD LIVE LOAD PARTITION POINT LOAD
LOCATION LOAD (PSF) REDUCTION LOAD (PSF) (LB) LIVE LOAD (PSF)
ROOF 146 100 No
RESIDENTIAL 104 40 Yes INCLUDED IN
DL
PARKING 121 40 No NOTE 1
TERRACE 153 100 No
NOTES
1. �3000 LB VERT LOAD ON 4 1/2 x 4 1/2 AREA. 6000 LB HORIZONTAL LOAD AT VEHICLE BARRIERS.
INDICATES SPECIAL
ROOF ZONE, TYP
INDICATES WALL
CORNER ZONE, TYP
6'-6" TYP
- LAYOUT
- DESIGN FOR FORMWORK, SHORING, AND RESHORING
- DESIGN OF CONCRETE MIXES
- ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING
6'
-
6
"
�
CONSTRUCTION
�
-WELD PROCEDURES
-DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS
-SURVEYING TO VERIFY CONSTRUCTION TOLERANCES
-EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT
AND MATERIALS
- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN
DRAWINGS
8. �COORDINATION:
8A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE
USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS
FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK.
8B. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH
ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS
PRIOR TO SHOP DRAWING SUBMITTAL.
8C. SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL BE
CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY SO AS TO ALLOW FOR VERTICAL LIVE
LOAD DEFLECTIONS OF SPAN/360 OF THE FLOOR FRAMING. DO NOT MAKE RIGID VERTICAL AND
HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLANE OF THE PARTITION.
PROJECT:
DRAWN BY :
DATE:
13.0291.S.01
KH
09.09.2013
WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM
1
1
REVISIONS :
PRICING SET
PERMIT SET
PERMIT SET REVISION
PRICING SET REVISION
STEEL PACKAGE #1
PERMIT SET REVISION
CD PACKAGE #1
PERMIT SET REVISION
CD PACKAGE #1 REV
CONFORMED SET
09.09.2013
12.09.2013
02.14.2014
02.14.2014
06.13.2014
07.03.2014
07.25.2014
09.23.2014
11.06.2014
05.05.2015
NOTES
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S002
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05/05/2015
7
3
1 2 3 4 5 6 7 8
10" 13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
4'-1" 2'-11" 1'-9" 1'-4"
T/MAT = 76'-10"
2
T/WALL= 109' - 1 1/2" STEP
T/MAT
T/MAT = 84'-0" 5 3".
8 1/2"
9"
9'
-
1
1
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1'
-
9
"
8" T/WALL= 109' - 9 1/2" T/WALL= 109' - 2 1/2"
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-
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2'
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9"
4'-
5
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5
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1
1
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6"
1'-
7
1
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8
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4'
-
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T/WALL= 130' - 11 1/2"
�T/WALL = T/SLAB
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T/WALL= 109' - 2 1/2"
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�T/WALL= 98' - 7 1/2"
�T/WALL= 130' - 6 1/2"
�T/WALL= 127' - 0"
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STEP T/WALL FW7 FW7 FW1 T/WALL= 127' - 0"
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�T/WALL= 109' - 4 1/2"
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T/WALL= 138' - 7"
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�S310M STEP T/WALL
�S310M 4"
�T/WALL= 126' - 5 1/2"
�4" 4" 72'-8" 8" 3" 7" 2'-0" 5'-6" 5'-6" T/WALL= 95' - 4" 2" 8"
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5"
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-
8
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9
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FW
6
T/WALL= 114' - 9" 2T/WALL= 109' - 4 1/2" 9" 9" S310M
T/WALL= 102' - 6 1/2" STEP T/WALL T/WALL= 126' - 5 1/2" 1 1'-2"
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6"
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T/WALL= 99' - 9 1/2"
�STEP
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9"
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10
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�T/WALL T/WALL= 97' - 10 1/2"
STEP T/WALL STEP T/WALL
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9'-
4
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15
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-
1
0
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26
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-
2
1
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�T/WALL= 115' - 10 1/2" STEP T/WALL
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�T/WALL= 98' - 7 1/2" 8" STEP
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T/MAT T/MAT
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-
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6'
-
3
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1'-6"
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3 B/WALL = 94'-6"
STEP T/WALL STEP T/WALL 4" T/MAT = 89'-0" T/MAT = 94'-6" 3 T/MAT = 84'-0" STEP B/WALL 2'-2" 2'-8" 8"
FW
2
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8"
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FW6
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'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
SOG6A
HSS7x5x5/16
HSS5x5x1/4 HSS5x5x1/4
S210 1
S210 5S210
7
S210
6
S210
8
HS
S
1
0
x
8
x
3
/
8
HSS6x6x3/8
BP1
SO
G
8
A
11
4
'
-
9
"
HSS10x2x3/8 (FLAT) TREAD
HSS14x6x1/2
STRINGER
CONCRETE PAN LANDING AND
STEEL STAIR TREADS WITH STEEL
PLATE STRINGERS BY CONTR. SEE
ARCH FOR ADDNL INFO
DN
UP
UP
DN
0".
9
S550 8
S531 8"
4'-10 1/4" 4'-10 1/4" 3'-10 1/2" 4'-3" 4'-3"
4'-
1
1
/
4
"
2"
DN
5"
8'
-
4
1
/
2
"
8'
-
4
3
/
4
"
9k HSS10x6x3/8 9k
HSS10x4x1/4
HSS10x4x1/4
W1
2
x
2
6
21k
20k
2
S503
(2) LOCS
8"
3
S532
1
S313
3" 3"
B/
D
E
C
K
=
10
9
'
-
2
1
/
2
"
3
S530
1.
5
V
L
I
5
V
1
S313
SIM
12
S550
8"
5
S550
S200
7
1
S211
1'-5 1/2"
HSS6x6x3/8
BP1
3"
S320
10 HSS6x6x3/8
BP9
1'-5 1/2"
4" 3'-9"
12
k
12
k
10k W10x49 10k HSS10x4x1/4
1'
-
0
"
2
S501
6
S531
9
S312
9
S312
6
S503
7
S531
9
S312
1
S532
7"
S331
1 TYP AT EXT EQUIP
SEE MECH FOR LOC AND EXTENTS
CONCRETE PAN STAIR WITH STEEL
CHANNEL STRINGERS BY CONTR.
SEE ARCH FOR ADDNL INFO
OPEN TREAD STAIR WITH STL
STRINGERS BY STAIR SUPPLIER.
SEE ARCH FOR ADDNL INFO
VARIES, SEE ARCH
HSS5x5x1/4
BP1
6
S531
6
S321
TYP AT MTL DECK
TO CONC WALL
9k
S312
7TYP AT WALL
CORNERS
6
S531
3'-9" 6"
5'
-
5
"
5'
-
2
"
5'
-
3
"
10
1
/
2
"
3'
-
2
"
4'-
1
"
4'
-
1
"
4'
-
6
"
9'
-
9
"
3
S313
S321
3 FOR BASE
PLATE TYP
2
S331
109'-9"
5'-0" 4'-4 1/4" 4'-4 1/4" 4'-4 1/4"
1.
5
V
L
3
A
1.5VL3A
109'-9"
10
9
'
-
9
"
6'
-
1
1
1
/
4
"
4'
-
2
1
/
4
"
4'
-
1
1
/
2
"
4'
-
1
1
/
2
"
21k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
17
k
W1
0
x
6
8
19
k
19
k
W1
2
x
4
5
19
k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
HS
S
1
0
x
6
x
3
/
8
HSS10x4x1/4
7k HSS10x8x3/8 7k
7k HSS10x8x3/8 7k
5'-0" 4'-2 1/2" 4'-2 1/2" 4'-2" 5'-0"
( 108' - 6 1/2" )
S200
2
HSS4x4x1/4
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TYP TRIM REINF PER
TYP
/6 S532
S200 3
9
S531
S531
5
C6x8.2 @ 4'-0"
OC, MAX 5
S503
HS
S
1
0
x
4
x
1
/
4
16
k
9
S502
8
S532
3"
2"
3" 6'-6 1/8"
7'
-
4
1
/
8
"
3"
6
S531
6"
5"
B/DECK = 114'-1"
1/2" NORTH
11
"
W2
4
x
5
5
8
S321
5'-
0
3
/
4
"
1'
-
3
3
/
4
"
1'
-
0
"
6
S531
TYP
NOTCH SLAB EDGE
AT HANDRAIL
3'-8"
S502
12
W10x12
W10x12
W10x12
5
S503
C6x8.2 @ 4'-0"
OC, MAX
12
S532
1/2" NORTH
9k
1/2" NORTH
7
S502
OH
3" 5'-0 1/4" 3"
2"
5'
-
4
1
/
4
"
S321
11
1
S314
1.
5
V
L
I
5
V
B/
D
E
C
K
=
10
9
'
-
2
1
/
2
"
VA
R
I
E
S
,
S
E
E
A
R
C
H
VA
R
I
E
S
,
S
E
E
A
R
C
H
/12 S510
/12 S510
/12 S510
S200 5
/8 S505
6
S502
6
S502
TYP @
HSS TO
HSS
5'-
1
1
/
4
"
4'
-
8
1
/
8
"
4'
-
8
1
/
8
"
4'
-
8
1
/
8
"
SIM
3"
8
S504
4'-
1
0
"
4'
-
8
"
3" 3"
8
S532
3
S503
2
S501
(
10
9
'
-
1
1
/
2
"
PROVIDE DECK
CLOSURE AT
STEP IN METAL
DECK
S504
9
1
1
S530
9
1
COL CL 1
/
1 1
S 5 0 3 BEAM CL
W10x30
2
S502
9
S503
1
12
S503
SIM
2
S551
1
5
S551
9
S551
1
9
S552
(1
0
9
'
-
1
1
/
2
"
)
B
B
B
B
4'-0 1/2" 2"
7'-3 1/2"
1'-0"
/1 S532 ./1 S532 .
116'-4 1/2"
VA
R
I
E
S
,
S
E
E
A
R
C
H
STRUCTURAL GLASS
RAIL AND TREADS BY
STAIR SUPPLIER 1
8
S531
/12 S503
1
W10x30
7 1/2" 21'-5 1/2"
3
5
/
8
"
HSS6x6x1/4 HSS6x6x1/4
3
5
/
8
"
2
2
4
S322
6
S322
4"
TYPE A
2
TYPE A
7
S322
7
S322
HSS4x4x1/4
BP4
7'
-
1
"
SEE CIVIL
FOR PAVING
12
S504
12
S504
2 1/2"
8 1/2"
8
S321
OH
SIM
5" 6"
B
/7 S510
/12 S510
B
B
B
B
3
S331
TYP
3
11"
5 1/2"
4'-10 1/2" 11'-0" 3
GRADE = 110'-0" GRADE = 115'-0" SLOPE UP
6
S313
6
S313
6
S550
HSS6x6x1/2
5
RFI 072
RFI 072
RFI 072
RFI 072
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
2
3
A
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S103
MAIN (A)/BEDROOM
(B) FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MAIN (A)/BEDRO0M (B) LEVEL
PLAN NORTH
STEEL FLOOR FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, QUALITY
ASSURANCE NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION
DETAILS AND SCHEDULE. AT BEAMS THAT DO NOT HAVE A
REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH
MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS
DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS
NOTED OTHERWISE ON PLAN.
8. SEE S101 FOR FOUNDATION PLAN NOTES
9. SEE S100 FOR T/WALL AND T/WALL ELEVATIONS
10. SEE S100 FOR FOUNDATION DIMENSIONS
1
2
3
4
5
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
ASI 022 03.03.2015
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015
52143
B
GG
6 7 8
1.5VL3.5V
H
HSS5x5x5/16
W10x30
20k W10x77
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
1
0
x
1
/
2
30
k
W1
0
x
1
1
2
30
k
W10x45 W10x30
W10x45
W1
0
x
3
0
HS
S
1
0
x
8
x
3
/
8
9k W10x77 9k
9k W10x77 9k
9k W10x77 9k
9k W10x77 9k HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
8k HSS10x10x1/2 8k
HSS10x4x3/16
HS
S
1
0
x
4
x
3
/
1
6
33k W10x88
HSS10x4x3/16
29k W10x112
19k W14x26 14k
11
k
11
k
11
k
11
k
11
k
11
k
11
k
11
k
16
k
W1
2
x
2
6
6k
HS
S
1
2
x
6
x
1
/
2
9k
W1
0
x
4
5
9k
W10x30
14k W10x30
15k HSS10x10x1/2 11k
W1
0
x
3
0
HSS10x4x1/4 HS
S
1
0
x
4
x
1
/
4
W1
0
x
3
0
13
k
W1
0
x
4
5
13
k
HSS10x4x1/4 12k W10x30
HSS10x8x3/8
7k HSS10x6x3/8 7k
HS
S
1
0
x
4
x
3
/
1
6
HSS10x4x3/16
7k
W1
0
x
3
0
7k
HS
S
1
0
x
6
x
3
/
8
HSS10x4x3/16
9k HSS10x8x3/8 9k
9k HSS10x8x3/8 9k
HSS10x4x3/16
HS
S
1
0
x
4
x
3
/
1
6
W10x30
W1
0
x
3
0
W1
0
x
3
0
HSS5x5x1/4
HSS5x5x1/4
BP4 SIM
HSS5x5x1/4
HSS5x5x1/4
BP3
E
D
C
1.
5
V
L
3
A
F
A
12
0
'
-
4
"
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
4
x
1
/
4
HSS5x5x3/16
BP3
HSS5x5x1/4
29k
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
S210 1
S210
2
S210
3
S210 4
S210 5S210
7
S210
6
S210
8
HSS10x2x3/8 TREAD (FLAT)
HSS14x6x1/2
STRINGER.
UP
DN
0".
HSS10x4x3/16
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
GLASS LANDING
AND RAILING BY SUPPLIER
HSS10x4x1/4
DN
7"
4
1
/
2
"
6'
-
1
3
/
4
"
4'
-
3
3
/
4
"
3'
-
8
1
/
2
"
3'
-
8
1
/
2
"
3'
-
8
1
/
2
"
4
1
/
2
"
7"
9
S550
1.
5
V
L
3
V
3"
5
S551
HSS5x5x5/16
12
S550
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
5
S550
2
S532
2
S532
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
W1
0
x
1
1
2
1
S211
2
S503 (2) LOCS
31
k
35
k
3
S503
EE
1
S503
C6x8.2 @ 4'-0" OC
MAX
3
S503
5
S503
4" 3'-9"
EE
1.
5
V
L
3
V
HSS5x5x1/4
BP1- OH
VARIES, SEE ARCH
B/
D
E
C
K
=
12
6
'
-
4
1
/
2
"
3
S503
3"
3"
4'-1" 4'-1" 4'-6" 4'-6"
1'-4 1/4"
11
k
11
k
W2
1
x
4
4
1
S532
3'
-
9
"
4"
3'-10" 3" 3'-9" 6"
6
S531
(114'-11") HSS5x5x3/16
0"
.
W1
0
x
1
5
HSS10x4x3/16
6k
S200 3
3"
4
S541
S531
5
4
S541
SIM
2"
5"
8'-6"
1'-
4
1
/
2
"
5"
3'-8"
S502
12
1
S503
S502
12
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
1
9
'
-
1
0
1
/
2
"
12
0
'
-
4
"
1.
5
V
L
3
A
12
6
'
-
1
0
"
B/DECK = 127'-0"
10
S532
(
12
6
'
-
5
1
/
2
"
)
10
S321
11
S503
12
S503
HSS20x4 TRELLIS
BEAMS, SEE S105
4"
7" HSS5x5x5/16
3" 5'-0 1/4"
6'
-
1
1
1
/
2
"
4'
-
8
"
4'-
1
0
"
2"
6
1
/
4
"
4'
-
8
"
4'
-
8
"
6'
-
6
"
8'
-
0
1
/
4
"
5
S504
2
S550
7
S504
7
S504
/12 S510
/12 S510
/12 S510
S200 5
TYPE A
TYPE A
6
S502
TYP @ HSS
TO HSS
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TRIM REINF FOR OPENING
"10" OR LESS" PER TYP /5 S531
4"
7
S541
1
S532
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TRIM REINF FOR OPENING
"10" OR LESS" PER TYP /5 S531
HSS10x4x1/4
1.
5
V
L
3
A
VA
R
I
E
S
.
S
E
E
A
R
C
H
4" 1
12
S532
SIM
1
1
S502
1
1
2
S502
3" HSS5x5x1/4 ( 124' - 6" )
0"
.
9
S312
9
S312
2
S551
1
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
9
S551
5
S552
(119'-11 1/2")
(119'-10 1/2") (1
1
9
'
-
1
0
1
/
2
"
)
SPACER PL ON
T/BM. SEE /10 S531
(1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
10
S531
4'-4"
4'-0" DEEP (MAX) HOT
TUB. SEE ARCH
8
S532
2
S552
11
S551
SIM
10
S532
SPACER PL ON
T/BM. SEE /10 S531
(126'-4 1/2")
(126'-4 1/2")
10
S531
(126'-4 1/2")
(1
2
6
'
-
4
1
/
2
"
)
(
1
2
6
'
-
4
1
/
2
"
)
11
S531
(126'-5 1/2")
(126'-5 1/2")
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
(126'-5 1/2")
(126'-5 1/2")
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
S200
6
9
S552
/3 S322 SIM
/9 S321
B
B
B
1'-2 1/4"
4"
HSS5x5x3/16 ( 125'-0" )
6
S504
BEAM
GIRT BEYOND
STRUCTURAL GLASS
RAIL AND TREADS BY
STAIR SUPPLIER 1
HDG 22
/10 S321 .
3'-9"
1.5VL3.5V
B/DECK = 125'-11 1/2"
C8
x
1
3
.
7
(
12
7
'
-
0
"
)
4
S314 HS
S
8
x
4
x
1
/
4
HS
S
8
x
1
0
x
3
/
8
11
S532
W21x44
W21x44
8
S322
12
S504 TYPE A
4'-6"
4'-0" 3'-10 3/4"
TYP (3)
SIDES
1'
-
2
"
8
3
/
4
"
(120'-7") (1
2
0
'
-
7
"
)
S505
6
S505
9
HSS10x4x1/4
3
1'-10" 8"
1'
-
2
"
4'-4 7/8" 3
( 126' - 5 1/2" )
( 126' - 5 1/2" )
(1
2
6
'
-
5
1
/
2
"
)
11
S531
SIM
(1
2
6
'
-
4
1
/
2
"
)
3"
3"
HSS5x5x1/4
BP1- OH
4'-4 7/8" 3
12
S541
TYP AT
CHIMNEY
STONE
12
S314
10" SLAB
SEE AT
WALL OPNGS
/6 S300
SLOPE DOWN,
SEE LANDSCAPE
11
S314
SIM FOR
T/WALL
TRANSITION
6
S322
6
S550
6'
-
5
"
8"
3'-2" 7"
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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9
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1
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5/
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1
3
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S104
MASTER (A)/MAIN (B)
FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MASTER (A)/MAIN (B) LEVEL
STEEL FLOOR FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, QUALITY ASSURANCE NOTES, SYMBOLS AND
ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION DETAILS AND SCHEDULE. AT BEAMS THAT DO
NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN.
8. SEE S101 FOR FOUNDATION PLAN NOTES
9. SEE S100 FOR T/WALL AND T/WALL ELEVATIONS
10. SEE S100 FOR FOUNDATION DIMENSIONS
PLAN NORTH
1
2
3
4
5
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
ASI 022 03.03.2015
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015
52143
B
GG
6 7 8
H
HSS10x6x3/8
W10x30 W10x30
HS
S
1
0
x
6
x
3
/
8
HS
S
1
0
x
6
x
3
/
8
W10x30 HSS10x4x3/16
12k W18x40 12k
16
k
W10x30
HSS10x6x3/8
HSS10x4x1/4
12
k
HS
S
1
2
x
6
x
1
/
2
HS
S
1
0
x
4
x
1
/
4
35k W10x112 19k
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
HS
S
1
0
x
8
x
3
/
8
W1
0
x
3
9
HSS10x8x3/8
HSS10x8x3/8
HSS10x8x3/8
HSS10x4x1/4
11
k
HS
S
1
0
x
6
x
3
/
8
11
k
HSS10x4x1/4
HS
S
1
0
x
4
x
1
/
4
HSS10x6x3/8
HSS10x6x3/8
11
k
W1
0
x
4
5
11
k
HSS10x6x3/8
HS
S
1
0
x
6
x
3
/
8
8k HSS10x6x3/8 8k
HS
S
1
0
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
HSS10x4x3/16
HS
S
1
0
x
6
x
3
/
8
HSS10x4x3/16
HSS10x4x1/4
W8x40
W8x40
HSS10x4x1/4
HSS10x4x1/4
W10x30
W1
0
x
3
0
W1
0
x
3
0
W1
0
x
3
0
14k HSS10x8x3/8
HSS6x4x1/2
9k
E
D
HSS8x4x1/4
HSS8x4x1/4
W8x31
HSS8x4x1/4 W10x33
W10x49
HSS10x6x3/8
W2
7
x
9
4
W8x24
W8x24 7k
12k
HS
S
1
0
x
4
x
1
/
4
C
1.
5
V
L
I
5
V
W1
0
x
3
9
1.
5
V
L
I
5
V
1.
5
V
L
3
A
13
7
'
-
3
"
1.
5
V
L
3
A
F
A
15k
13k
18k
24k
13k
14
k
1.
5
V
L
I
6
V
1.5VLI5V
W1
8
x
3
5
W1
0
x
3
0
W18x35
18
k
W1
4
x
9
0
18
k
W1
0
x
7
7
19
k
W1
0
x
1
0
0
54
k
54
k
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'
-
4
"
HS
S
1
4
x
6
x
1
/
4
HS
S
1
4
x
6
x
1
/
4
C6x8.2 @ 4'-0" OC
MAX
8k
HS
S
1
0
x
4
x
1
/
4
10
k
10
k
HS
S
1
0
x
6
x
3
/
8
10
k
9k
HSS10x6x3/8
13k HSS10x6x3/8 13k
HSS6x6x1/2
HSS4x4x1/4
11k W10x39 6k
9k
10
k
HSS10x4x1/4
HSS10x4x1/4
HS
S
1
0
x
4
x
1
/
4
S210 1
S210
2
S210
3
S210 4
S210 5S210
7
S210
6
HSS10x2x3/8 (FLAT) TREAD
HSS14x6x1/2 STRINGER
HS
S
5
x
5
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
HS
S
5
x
5
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
HS
S
6
x
6
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
DN
0".
HSS6x6x1/4
( 128' - 10" )
1'-0" 4" 1'-10" 8"
3"
W10x33
HSS5x5x1/4
HSS5x5x1/4
HSS8x4x1/4 HSS10x6x3/8 10k 10k
HSS8x4x1/4 HSS10x6x3/8 10k 10k
1
S503
GRID 4
(2) LOCS
9
S503
TYP AT
LOW GIRT
14
k
HS
S
1
0
x
6
x
3
/
8
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
3" 3'-10"
HS
S
1
4
x
6
x
1
/
4
(126'-10")
W10x30
W16x31
0" TYP
HSS10x6x3/8
0"
T
Y
P
HS
S
8
x
4
x
1
/
4
4
S503
4
S503
OH
5
S503
5
S551
18
k
W1
0
x
7
7
3"
8" 8"
6
S530
1.
5
V
L
I
6
V
1.
5
V
L
I
5
V
HSS10x8x3/8
13k 13k
12k HSS10x8x3/8
HSS10x4x1/4 HSS10x4x1/4
18
k
19
k
3
S550
1
S503
4" 7"
3'
-
4
1
/
2
"
6'
-
4
1
/
4
"
6'
-
4
1
/
4
"
2'
-
5
"
4'
-
1
"
4"
5
S550
W1
0
x
3
9
0".
HS
S
1
0
x
4
x
1
/
4
W10x88
W10x88
W10x88
W10x88
1
S211
AT HIGH
GIRDER EE
PLAN NOTE 8
TYP
9
S550
HSS5x5x5/16 (128'-1")
0"
.
9
S503
AT HSS GIRT
EE
W10x88
16k
16k
16k
16k
16k
16k
16k
16k
16k
16k
3'
-
7
"
3'
-
7
"
3'-
7
1
/
2
"
3"
8"
VA
R
I
E
S
,
S
E
E
A
R
C
H
1
S532
16
k
W2
1
x
4
4
2
S503
(#)
(#)
(#)
(#)
(#)
(#
)
(#
)
(#
)
0"
.
0".
(#)
(#)
(#
)
(#
)
(#)
(#)
(#)
(#)
TOS = 139'-9 1/4" AT BMS
NOTED THUS: (#)
5
S503
C6x8.2 @ 4'-0" OC
MAX
HSS20x4x5/16
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HSS20x4x5/16
( 140' - 8 1/2" )
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
( 140' - 8 1/2" )
(
14
0
'
-
8
1
/
2
"
)
HS
S
1
6
x
4
x
5
/
1
6
(#
)
(#
)
0".
1
S503
(#) HSS10x4x1/4
0".
12
S531
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HSS20x4x5/16
HSS20x4x5/16
( 127' - 10 1/2" )
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
( 127' - 10 1/2" )
6
S530
(
13
7
'
-
3
"
)
HSS5x5x5/16
0"
.
HS
S
5
x
5
x
5
/
1
6
9
S503
TYP AT GIRT
TO COL CONN
0".
HS
S
8
x
4
x
1
/
4
18
k
18
k
21
k
29k
18
k
7k
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
2
6
'
-
1
0
"
VARIES, SEE ARCH
B/DECK = 130'-10 1/2" VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
3
4
'
-
6
"
B/
D
E
C
K
=
1
3
8
'
-
7
"
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
3
9
'
-
9
1
/
4
"
10
"
3'-10 1/2" 3'-10" 3'-10"
3'-9" 6"
6"
5'
-
0
"
3'
-
5
"
3'
-
5
"
2'-
1
1
"
3'-9" 4"
0".
3'-
9
"
4"
4'-4"
S200
4
HSS5x5x1/4
10
S502
S502
12
7
S503
TYP @ HSS
TO WF
9
S532
2
S550
8
S541
5'
-
8
3
/
4
"
1'
-
1
3
/
4
"
3
S503
3"
5'-0 1/4"
3"
3"
5'-
1
1
/
4
"
2"
2
S552
S504
2 TYP AT
TRELLIS BM
TO COL
S504
2 SIM
S504
1TYP @
TRELLIS
3
S504
SIM 3
S504
AT
TRELLIS
4'-7 5/8" 4'-4 7/8" 4'-4 7/8" 4'-4 7/8" 4'-4 7/8"
1'-
3
"
S504
1
HSS10x6x3/8
0"
.
T/STEEL = 135'-4"
12
S321
5
S504 OH
3
S502
( 138' - 0" )
(
13
8
'
-
0
"
)
HSS5x5x3/16
HSS5x5x3/16
( 132' - 4" ) 0" . 0"
1
S532
1
S532
1
S532
1
S532
1
S532
1
S532
S200 5
19k
13k
1'-11 1/2"
8'-0 1/2"
(
13
0
'
-
1
0
1
/
2
"
) 4'-8" 8'-5 3/4"
3"
11 1/4"
3"
5
S503 HSS10x4x1/4
10
S504
11
S504
11
S504 SIM
11
S504
2
S322
4
S532
1
S532
3
S322
AT GIRT
HS
S
1
0
x
4
x
1
/
4
1
1
EQ
EQ
EQ
1
GIRT
GI
R
T
12
k
W1
0
x
2
6
(
13
6
'
-
1
0
1
/
2
"
)
6k
17
k
W1
0
x
3
0
(
13
8
'
-
7
"
)
17
k
10
S541
11
S541
5
S552
11
S551
9
S551
1
3
S552
6
S552
9
S552
(1
2
6
'
-
1
0
"
)
(
1
2
6
'
-
1
0
"
)
(
1
2
6
'
-
1
0
"
)
3"
CONTR COORD GIRT
EL W/ WINDOW
SUPPLIER. TYP 1HS
S
1
0
x
4
x
1
/
4
3" 8"
1
1
1
4" 4"
5"
5"
6" TYP T/CURB =
SEE ARCH
HS
S
1
0
x
4
x
3
/
1
6
B
2"
1'
-
8
3
/
4
"
9
1
/
2
"
3
S502
S501
12 TYP
OF (3)
28k
1.5VLI5V
B/DECK= 126'-10"
1
S533
S504
2
4
S502
TYP AT
HIGH GIRT
SPLIT DECK AT
BEAM AND CONN
PER /8 S530
OPEN TO
BELOW. TYP
HSS10x4x1/4
7'-5 1/2"
3
4'
-
1
"
3'
-
5
1
/
4
"
1'-
2
"
HSS10x6x3/8
12
S541
12
S541
TYP AT
CHIMNEY
STONE
7
S541
SIM
12
S541
TYP AT
STONE
T/COL = 140'-8 1/2"
12
S505
W10x33
HS
S
1
0
x
4
x
1
/
4
SEE S104 FOR TRELLIS
CONN TO LEVEL BELOW
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
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S
:
K
H
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
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C
I
P
A
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:
P
D
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:
P
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PR
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C
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:
S
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05/05/2015
5/
5
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2
0
1
5
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:
2
7
:
2
7
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9
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-
Z
e
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k
e
v
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.
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S105
MAIN ROOF/MASTER
(B) FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MAIN ROOF/MASTER (B) LEVEL
STEEL ROOF FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION DETAILS AND SCHEDULE. AT BEAMS THAT
DO NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN.
8. AT CONNECTIONS NOTED THUS: PROVIDE SINGLE PLATE CONNECTION WITH MAX # OF BOLTS,
STD HOLES IN PLATE AND BEAM WEB AND SC BOLTS. UNO
PLAN NORTH
1
2
3
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
52143
B
GG
6 7 8
H
E
D
C
W1
0
x
3
0
W10x30 HSS10x6x3/8
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HSS10x4x1/4
HSS8x10x3/8
HSS10x6x1/2
HSS8x10x3/8
22
k
W1
0
x
1
1
2
23
k
HSS6x4x1/4
HSS8x10x3/8
HS
S
1
0
x
4
x
3
/
1
6
HSS6x4x1/4
HSS8x4x1/4 HS
S
8
x
1
0
x
3
/
8
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
HSS6x4x1/4
1.
5
V
L
I
5
V
F
A
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
S210
3
S210 4
S210 5S210
7
TYP
3"
3"
6
S530
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
4
7
'
-
0
"
HS
S
6
x
6
x
1
/
4
G
I
R
T
(
1
4
3
'
-
7
1
/
2
)
4
S504 EE
1
S532
8" VERT.
TYP (5)
EQ
EQ
HS
S
1
2
x
6
x
1
/
2
(
14
7
'
-
2
"
)
HS
S
1
0
x
6
x
3
/
8
(
14
7
'
-
0
"
)
HS
S
1
0
x
6
x
3
/
8
(
14
7
'
-
0
"
)
/
11
S5
0
3
/
11
S5
0
3
1
1
1
1
5
S552
3
S552
6
S552
9
S552
HS
S
8
x
1
0
x
3
/
8
HSS8x4x1/4
5'-3" 6'-6" 4'-6"
1.5VLI5V
VARIES, SEE ARCH
B/DECK = 147'-0"
1'
-
3
"
1'-3"
10
'
-
8
"
9
1
/
2
"
1'-
2
"
5'
-
6
"
5'
-
9
3
/
4
"
5'-
9
3
/
4
"
5'
-
9
3
/
4
"
3'
-
3
1
/
4
"
2'-
5
"
5'
-
8
1
/
4
"
HSS10x4x1/4
S200
1
1'
-
3
1
/
2
"
HSS4x4x1/4 HSS4x4x1/4
5
S502
TYP
5
S502 TYP
W1
0
x
3
0
3
3
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
2
9
A
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S120
HIGH ROOF PLAN
09.09.2013
1/4" = 1'-0"
HIGH ROOF LEVEL
PLAN NORTH
STEEL ROOF FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION DETAILS AND SCHEDULE. AT BEAMS THAT
DO NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN.
8. AT CONNECTIONS NOTED THUS: PROVIDE SINGLE PLATE CONNECTION WITH MAX # OF BOLTS,
STD HOLES IN PLATE AND BEAM WEB AND SC BOLTS. UNO
1
2
3
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
8
F
HS
S
4
x
4
x
1
/
4
HSS4x4x1/4
HSS4x4x1/4
1.
5
V
L
I
2
A
12
0
'
-
7
1
/
2
"
3"
3"
6
S321
6
S531
RFI 070
TYP
MASTER LEVEL A
120'-6"
E
MAIN LEVEL A
110'-0"
2
4
G
H
HSS5x5x1/4
HSS5x5x1/4
HS
S
1
0
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
(
13
7
'
-
7
"
)
( 137' - 7" )
( 137' - 7" )
10
S503
BR
A
C
E
T
Y
P
BRACE
TOP CONN
BRACE
TOP CONN
BRACE
TOP CONN
BRACE
TOP CONN
L3
x
3
x
1
/
4
3"
4'
-
1
"
3"
4"
1'-10" 8"
1.5VL3V
1'-
2
"
B/DECK =
137'-7"
1
S532
(1
3
7
'
-
7
"
)
3
3"
BEDROOM LEVEL B
116'-6"
MAIN LEVEL B
127'-0"
ED
MASTER LEVEL B
137'-6"
S505
8
S505
1
S505
5
S505
5
S505
11
7
S541
8
1.
5
V
L
3
V
12
6
'
-
9
"
HSS10x4x3/16
12
S320
43
B
11
S314
2'-0"
6
S314
6
S313
TYP AT
SITE WALL
TO FND
6 7
C
A
S210 5S210
7
1.
5
V
L
3
V
W10x30
W1
0
x
2
2
W1
0
x
2
2
HSS10x4x1/4
HSS10x4x1/4
HSS10x6x3/8
3" 3"
3"
1'
-
3
1
/
2
"
3"
15
1
'
-
2
"
B/
D
E
C
K
=
1
S503
2
S533
TYP
RFI 073
RFI 073
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
3
1
A
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
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l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S200
PARTIAL PLANS AND
ELEVATIONS
12.09.2013
1/4" = 1'-0"
BEDRO0M (B) PARTIAL PLAN2
1/4" = 1'-0"
STAIR A ELEVATION3
1/4" = 1'-0"
EAST CHIMNEY4
1/4" = 1'-0"
STAIR B ELEVATION5
1/4" = 1'-0"
ENTRY AT B6
1
1/4" = 1'-0"
AUTOCOURT PARTIAL PLAN7
2
2
1/4" = 1'-0"
HIGH ROOF PARTIAL PLAN1
3
3
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
MASTER LEVEL A
120'-6"
G H
H
S
S
5
x5
x
3/1
6
H
S
S
5
x5x3/16
S510
5
S510
4
S510
12
MAIN LEVEL A
110'-0"
S510
8
S510
11
5
H S S 5 x 5 x3 /1 6
S510
12
S510
10 2
S322
2
MAIN LEVEL B
127'-0"
67
H S S 5 x 5 x 3 /1 6
H S S 5 x 5 x 3 /1 6
S510
5
S510
4
S510
4
S510
12
MASTER LEVEL B
137'-6"
MAIN LEVEL B
127'-0"
F
H S S 5 x 5 x 3 /1 6
H S S 5 x 5 x 3 /1 6
S510
5
S510
4
S510
4
S510
12
MASTER LEVEL B
137'-6"
BEDROOM LEVEL B
116'-6"
MAIN LEVEL B
127'-0"
CA
H S S 5 x 5 x 3 /1 6
H S S 5 x 5 x 3 /1 6
H S S 5 x 5 x 3 /1 6
S510
5
S510
5
S510
4
S510
4
S510
4
S510
12
MASTER LEVEL B
137'-6"
6
S552
7
S510
S510
8
3
BEDROOM LEVEL B
116'-6"
MAIN LEVEL B
127'-0"
67
S510
5
S510
5
S510
4
S510
4
S510
4
S510
12
MASTER LEVEL B
137'-6"
S510
8
3
H
S
S
5
x
5
x
3
/1
6
H
S
S
5
x
5
x
3
/
1
6
H
S
S
5
x
5
x
3
/
1
6
MASTER LEVEL A
120'-6"
5
H
S
S
5
x
5
x
3
/
1
6
H
S
S
5
x
5
x
3
/
1
6
MAIN LEVEL A
110'-0"
GARAGE LEVEL A
114'-9"
S510
4
S510
4
1
S510
3
S510
3
43
HSS6x6x1/4
5
S551
S510
4
S510
12
MAIN LEVEL A
110'-0"
S510
8
2
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
3
5
A
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
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k
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l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S210
BRACED FRAME
ELEVATIONS
09.09.2013
NO SCALE 1 BRACED FRAME - GRID 4
NO SCALE 2 BRACED FRAME - GRID G
NO SCALE 3 BRACED FRAME - GRID F
NO SCALE 4 BRACED FRAME - GRID 8
NO SCALE 5 BRACED FRAME - GRID 7 NO SCALE 7 BRACED FRAME - GRID A
NO SCALE 6 BRACED FRAME - GRID E NO SCALE 8 BRACED FRAME - GRID B
1
2
3
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
BEDROOM LEVEL A
99'-6"
MASTER LEVEL A
120'-6"
MAIN LEVEL B
127'-0"
GE
MAIN LEVEL A
110'-0"
S300
6
#5@12" OC HORIZ
CTR IN WALL
~
#5@6" OC VERT
CTR ON GRID
SPLICE VERT
BARS ABOVE
FLOOR AS REQD
GARAGE LEVEL A
114'-9"
S321
10
12
S321
S504
6
S322
2
S322
2OH 4
S532
1'-9" MIN 3'-6" MAX
9'
-
0
"
M
A
X
6"
M
I
N
3'-6" MAX
#5@12" OC VERT
CTR ON GRID
2
S314
.
8"
W
A
L
L
10
"
W
A
L
L
LT
S
M
I
N
#5 ADHESIVE ANCHOR
AT 12" OC
8"
2'
-
7
"
LTS OR CONT #5@12" DOWELS TO MATCH
HORIZ REINF. CONTR OPTION
FORMSAVERS OR ADHESIVE
ANCHOR W/ 8" EMBED
3'-0"
TEMP DOOR TO ALIGN WITH
ACCESS PANEL
#5@12" OC VERT
OPENING TRIM BARS PER
6/S300 TO EXTEND TO MAT
FOUNDATION EACH SIDE
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
3
5
A
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
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k
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a
n
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R
S
1
3
_
k
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v
i
n
h
.
r
v
t
S211
SHEAR WALL
ELEVATION
12.09.2013
1/4" = 1'-0"
SHEAR WALL ELEVATION1
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CONFORMED SET 05.05.2015
MARK
STRIP FOOTING SCHEDULE
FOOTING SIZE
W x T
LONGITUDINAL
REINF
REMARKS
SF1 3'-0" x 12" (3) #5 -
TRANSVERSE
REINF
LONGITUDINAL
REINF
TRANSVERSE
REINF
#5@18"
APPROVED BRG
MATL (NOTE 3)
PLAN AT FOOTING INTERSECTIONS
LTS AT ALL BAR SPLICES
W
T
3"
C
L
R
T/FTG, SEE PLAN
3" CLR
TOP REINF IF
NOTED IN SCHED
AT
C
O
N
S
T
J
T
S
LT
S
O
R
C
O
N
T
THRU FOOTING
LTS OR CONT
NOTES:
1. CLEAN SURFACE AND REMOVE LAITANCE. WET SURFACE AND REMOVE STANDING
WATER IMMEDIATELY PRIOR TO PLACING CONC
2. SEE FOR POUR LENGTH LIMITS AND CONTROL JOINT DETAILS.
3. BEDROCK OR NATURAL COURSE GRANULAR MATERIAL AS APPROVED BY THE
PROJECT GEOTECHNICAL ENGINEER. IF ENCOUNTERED, FINE GRAIN SOILS SHALL BE
EVALUATED BY THE PROJECT GEOTECHNICAL ENGINEER AND REMOVED AS
REQUIRED.
SEE NOTE 1
S310
5
SF2 6'-0" x 12" (6) #5 -#5@12
SF3 6'-0" x 14" (6) #5 -#6@12
1
1ST POUR 2ND POUR
ELEVATION VIEW
LTS
LTE LTE
MATCH SIZE AND
NUMBER OF FTG
BOT BARS
NOTE 2
60'-0" MAX NOTE 2
NOTES:
1. SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION
2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS. AT GR BEAMS,
JT SHALL BE IN MIDDLE THIRD OF SPAN
60
'
-
0
"
M
A
X
A
A
S300
10
1
1
LTS + 2'-0"
WALL
DWLS
TYPUNO
LTS LTS
T/FTG
H,
3
'
-
0
"
M
A
X
T
SEE PLAN
MATCH SIZE AND NUMBER
OF FTG LONG BARS
(1'-0" MIN)
T
#5 DWLS, SPACING TO
MATCH VERT BARS
#5 DWLS, SPACING TO
MATCH VERT BARS
ALTERNATE HOOK
DIRECTION
3"
C
L
R
LT
S
WALL DOWELS EACH FACE
WALL DOWELS - SINGLE LAYER
LT
S
3"
C
L
R
WHERE DWLS CTR
(INSIDE FACE SHOWN)
3" CLR
4" CLR 3" CLR
3"
C
L
R
#4 TIES @12",
(2) AT TOP @3"
(4) #6 VERT
DOWELS TO
MATCH VERT
REINF LT
S
O
R
C
O
N
T
S321
3
2" CLR
TOC = SEE PLAN
1
#5@12" EW, T&B
1'
-
2
"
.
#4x
2'-0"
@12"
2'-0"
8" MIN
SEE PLAN
#4xCONT
1
1
SEE PLAN
T/MAT
1'- 0"
COORD W/ ELEV
SUPPLIER
6"
M
I
N
#4@12" EW, T&B
#4x
2'-0"
@12"
2'-0"
#4xCONT
8" MIN
AT MAT
T/MAT, SEE PLAN
1
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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S310
TYP FOOTING
DETAILS
09.09.2013
NO SCALE 2 TYP STRIP FOOTING NO SCALE 5 TYP STRIP FOOTING CONST JT
NO SCALE 3 TYP SINGLE STEP AT WALL FOOTING NO SCALE 6 TYP BSMT WALL ON STRIP FOOTING
3/4" = 1'-0" 7 EXT COL AT FTG
NO SCALE 8 TYP ELEVATOR PIT ON GRADE
NO SCALE 10 SPREAD FOOTING
1
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
CONFORMED SET 05.05.2015
WATERSTOP.
SEE ARCH
WATERPROOFING
SEE ARCH
MUD SLAB AS
REQUIRED
#6@12" OC EW, BOT
#6@12" OC EW, TOP
#4x @12" OC
#4@12" OC
3'-
0
"
T
Y
P
SEE PLAN
3'-0"
APPROVED BRG MAT.
SEE NOTE 3 IN /2 S310
1
#6@12" OC EW,
T&B TYP
1
1
#6@12" OC Z-BARS
#6@12" OC HORIZ
@ STEP, TYP
TYP
LTS
3'-0" MIN
T
O
Z
B
A
R
3
"
C
L
R
LTS
#4@12" Z-BAR
S310
6
FW4 SEE
/2 S312
POOL BY
SUPPLIER
2" CLR
WATERSTOP,
SEE ARCH
LT
E
#5@12" OC EW.
CTR IN WALL
S330
12
3'
-
0
"
T
Y
P
T/MAT = SEE PLAN
WATERSTOP.
SEE ARCH
#6@12" OC EW,
T&B TYP
1
1
#6@12" OC Z-BARS
#6@12" OC HORIZ
@ STEP, TYP
TYP
LTS
3'-0" MIN
T
O
Z
B
A
R
3
"
C
L
R
LTS
#4@12" Z-BAR
10" CONC WALL, SEE
EXTEND VERT REINF LTS
INTO MAT. NO WALL AT SIM
WATERSTOP. SEE ARCH
/1 S211
DWLS TO MATCH TYP FTG REINF.
CONTR OPTION FORMSAVERS
4"
LTS LTS
B/WALL = SEE PLAN
1
(3) TOP BARS AT 3" OC
EA SIDE OF PIT.
EXTEND TO END OF
MAT OR 6'-0" MIN
(3) TOP BARS AND (3)
Z BARS AT 3" OC EA
SIDE OF PIT. EXTEND
TO STEP OR 6'-0" MIN
BENT PL1/4 OR ANGLE (HDG)
w/1/2"Øx4" HAS @ 18", TYP.
COORD WITH GRATE
DIMENSIONS
SEE
FOR REINF AT MAT
SLAB STEP
/5 S310M
#4@9" AROUND
SUMP PIT
S330
12 TYP WALL (3)
SIDES OF
SUMP PIT
LT
E
#4@12" OC VERT
EA SIDE OF SUMP
PIT
8"
#4@12" OC EA
HORIZ SIDE OF
SUMP PIT
LT
S
M
I
N
2"
#5 ADHESIVE ANCHOR
AT 12" OC
1'-
0
"
#5@12" OC EW.
CTR IN WALL
SEE PLAN
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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S310M
TYP MAT FND
DETAILS
03/28/14
NO SCALE 1 TYP MAT FOUNDATION
NO SCALE 5 MAT FND STEP AT GRID 2
NO SCALE 3 TYP MAT FND STEP
NO SCALE 4 MAT FND TO TYP WALL FOOTING
SEE MAT FOUNDATION
ALTERNATE NOTES ON S001
NO SCALE 8 SUMP PIT AT MAT FND
1
1
1" = 1'-0" 9 MECH ROOM DIVIDER WALL
2
2
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
RFI47 03.13.2015
CONFORMED SET 05.05.2015
SEE PLAN
1" CLR 2" CLR
FOUNDATION WALL SCHEDULE
MARK HORIZ A HORIZ B VERT A VERT B
FW1 #4@18" #4@18" #4@10" #6@10"
TOP REINF (2) #6 EF
4"
VERT A, OUTSIDE FACE
HORIZ A, OUTSIDE FACE
VERT B, INSIDE FACE
HORIZ B, INSIDE FACE
3"
C
L
R
4"
BOT REINF (2) #6 EF
B/WALL = SEE PLAN
T/WALL = SEE PLAN
FW2 #6@12" #6@12" #4@12" #4@12"
FW3 #6@12" #6@12" #6@18" #6@18"
FW4 #4@10" #4@10" #4@12" #9@12"
FW5 #6@8" #6@8" #6@12" #6@12"
NOTES:
1. SEE FOR POUR LENGTH LIMITS AND CONTROL JOINT DETAILS. S312
6
S310
6
FW6 #4@14" #4@14" #4@10" #6@10"
FW7 #4@18" #4@18" #6@10" #6@10"
2
STD HOOK
2" CLR
H
LTS + H
T/WALL
INSIDE FACES INSIDE FACES
INSIDE FACES
CROSS WALL
BAR SIZE & SPACING
TO MATCH HORIZ
REINF
OUTSIDE FACE (SOIL
SIDE)
OUTSIDE FACE
(SOIL SIDE)
HORIZ REINF
SOLID CIRCLE INDICATES ADDITIONAL
VERTICAL BARS, SIZE TO MATCH
WALL VERT REINF
OPEN CIRCLE INDICATES
VERTICAL REINF
LTS OR CONT, TYP
SEE PLAN MIN BRG LENGTH
SEE DECK SCHED FOR
DECK ORIENTATION
VARIES
L2x2x1/4 CONT W/
1/2"Øx4" HAS @24"
3'
-
0
"
3'-0"
#4x ASTM A706 DWLS @12",
BEND DOWN, TYP
1
1
/
2
"
C
L
R
#4xCONT, TYP
T/LEDGE
CONTR COORD W/
LANDSCAPE AND ARCH
AT DECK BEARING
1
CMU PER ARCH,
GROUT SOILD
VENEER TIES PER
STONE SUPPLIER
#4 DWLS AT 48" OC
2"
LT
E
2
VERT WALL
REINF
HORIZ WALL
REINF
LTS
INTERMITTENT 1'-0"
LONG KEYS @ 2'-0" OC
FORMED JT,
SEE ARCH
NOTE 2
60'-0" MAX NOTE 2
NOTES:
1. SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION
2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS. AT GR BEAMS,
JT SHALL BE IN MIDDLE THIRD OF SPAN
60
'
-
0
"
M
A
X
A
A
S300
10
1"
C
L
R
#4xCONT, TYP
S321
6
3'
-
0
"
3'-0"
#4x ASTM A706
DWLS @ 12", BEND DOWN, TYP
S331
2 SIM
S322
1
8" 4"
SEE PLAN FOR
LEDGE DIMS
T/WALL = SEE PLAN
SKYLIGHT, SEE ARCH
CONN TO T/WALL BY
SKYLIGHT SUPPLIER
2
3'-
0
"
3'-0"
#5x ASTM A706
DOWELS @12", BEND DOWN
3
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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S312
TYP FOUNDATION
WALL DETAILS
09.09.2013
NO SCALE 2 TYP FND WALL - TWO LAYERS OF
REINF
NO SCALE 3 TYP STEPPED GR BEAM/WALL AT TOP
NO SCALE 7 TYP GR BEAM/FND WALL W/TWO LAYERS REINF
NO SCALE 9 TYP T/FND WALL NO SCALE 6 TYP WALL VERTICAL CONST JOINT
NO SCALE 10 T/FND WALL - AT SLAB STEP
NO SCALE 12 CONC LEDGE AT SKYLIGHT
1
2
3
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 011 01.12.2015
CONFORMED SET 05.05.2015
3'
-
0
"
3'-0"
#4x ASTM A706
DWLS @ 12", BEND DOWN, TYP
DECK ORIENTATION
VARIES
L2x2x1/4 CONT W/
1/2"Øx4" HAS @24"
1"
C
L
R
#3x @12"
#4xCONT, TYP 2" KEY MIN BRG LENGTH
SEE DECK SCHED FOR SEE PLAN
#4 DOWEL @ 12" OC.
CTR IN SLAB
NO EXT SLAB
AT SIM
1'
-
0
"
M
A
X
T/SHORING WALL
2" KEY AT SITE WALL FOOTING
EQ
EQ
#5 DOWELS AT 12" OC
IN FOOTING
LTS
#5 DOWELS AT 12" OC
CTR IN WALL
CONTR OPTION
FORMSAVER
FOR SITE WALL
REINF, SEE /5 S340
FND WALL
(4) #4 J BARS
AT 9" OC
(6) #6 EF
CONTINUE FW2 WALL HORIZ
REINF THRU PILASTER
3'- 6"
OMIT TYP WALL VERT
BARS OVER THIS LENGTH
LT
S
M
I
N
(4) #4 J BARS AT
3" OC ABOVE
LEDGE
LT
S
#4 VERT AT
EACH J BAR
3'
-
0
"
3'-0"
#4x ASTM A706
DWLS @ 6", BEND DOWN,
TYP
A
A
SEE LANDSCAPE
T/LEDGE
SEE ARCH
12" CMU BELOW STONE.
CUT TO FOLLOW GRADE.
GROUT SOLID
S312
9
3"
C
L
R
#7@18" OC, EW BOT
#5@14" OC VERT
#4@18" OC HORIZ
#5@18" OC, EW TOP
2"
C
L
R
1'
-
0
"
2" CLR
SEE PLAN
S310
6
FW4
SEE /2 S312
POOL BY SUPPLIER
2" CLR
STD HOOK
S330
12
WALL MAY BE
BACKFILLED PRIOR TO
PLACING SOG ABOVE
6'-0" MIN
CONTINUE REINF
PER FW3
#6@12" OC HORIZ
#6@18" OC VERT
LTS
4'
-
0
"
M
I
N
3'
-
6
"
3
S314
3'-6" TYP
(4) #5 T&B W/
STD HOOK
#4@8" OC EF
#4x @12" OC
T/LEDGE
S322
7
1" STEP T/WALL
SEE PLAN FOR LOC
1 1/2" DEEP x 3 1/2" TALL
KEY. FULL WIDTH. TYP
OF (3)
3
CONTR OPTION
FORMSAVER
2" CLR
#4@14" OC HORIZ,
TYP
#4@10" OC VERT
OUTSIDE FACE
TO LEDGE
#4@12" OC VERT
OUTSIDE FACE
#4@12" OC T&B
TRANSVERSE
#4@12" OC T&B
LONGITUDINAL
#4@12" OC VERT
INSIDE FACE
CONT OUTSIDE FACE
HOOK TO END OF HEEL
DWLS TO MATCH VERT
REINF, HOOK AT BOT
LAYER CON TO TOE
SEE AT WALL
PENETRATIONS
/6 S300
1 1/2" KEY
LT
S
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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S313
FOUNDATION WALL
DETAILS
12.09.2013
NO SCALE 1 T/FND WALL - 1
NO SCALE 6 TYP SITE WALL TO FND WALL CONN
NO SCALE 4 FND WALL PILASTER AT STAIR
NO SCALE 3 T/FND WALL - 3 NO SCALE 12 POOL SECTION
1
NOT USED
2
NO SCALE 2 FND WALL AT CHIMNEY
2
NO SCALE 5 WINGWALL STONE HAUNCH
3
3/4" = 1'-0" 7 FOOTING AT DRIVEWAY VAULT
4
4
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 011 01.12.2015
ASI 022 03.03.2015
CONFORMED SET 05.05.2015
B
MAIN (A)
SEE ARCH
2
S313
LT
S
#4@18" OC HORIZ
#4@12" OC VERT
INSIDE FACE
1
5
LT
S
O
R
C
O
N
T
REINF IS CENTERED
ON GRID
LT
S
LT
S
O
R
C
O
N
T
FW
1
FW
3
.
.
DOWELS TO MATCH
VERT WALL REINF ABOVE
L2x2x1/4 CONT W/
1/2"Øx4" HAS @24"
C8x13.7 HDG CONT
W/ 1/2"Øx8" DAS @
24" TOP, 1/2"Øx4"
HAS @24" BOT
TOS= COORD
w/ RAMP SUPPLIER
3'
-
0
"
3'-0"
#4x ASTM A706
DWLS @ 12", BEND DOWN, TYP
POUR CURB
MONOLITHIC WITH
TOPPING
2"
(2)#4xCONT T&B
HORIZ AT CURB
PAVING & INSULATION,
SEE CIVIL 6
#4 DWLS @18" w/ STD
HOOK @ T/CURB, CONT
LTE INTO FOUNDATION
WALL
10k
5k e=1 1/4"
2"
#4x @24" OC 1'-
3
"
B/DECK = SEE PLAN
T/LEDGE
SEE PLAN
2
SLOPE
4'
-
0
"
3'-0" #4x ASTM A706
DWLS @ 12", BEND DOWN
#4xCONT AT DWLS
7"
CONTR COORD WITH CIVIL
3
S331
2
SEE PLAN
SIM
2"
3'-
0
"
3'-0"
#5x ASTM A706 DOWELS @8",
BEND DOWN, TYP
2'
-
6
"
M
I
N
CONTR OPTION HORIZ
CONSTR JOINT
EQ EQ
L2x2x1/4 CONT W/
1/2"Øx4" HAS @24"
~
T/WALL STEM
SEE PLAN
6"
M
A
X
BOND BREAKER
ISOLATION MATERIAL
AT SLAB DOWELS
~
.
#4@18" OC EW TOP. EPOXY
COAT. PLACE N/S BARS ABOVE
E/W BARS
#4@6" OC BOT N/S EC
#6@18" OC BOT E/W EC
PLACE N/S BARS BELOW
E/W BARS
3'-
0
"
3'-0"
#4x ASTM A706
DWLS @ 12", BEND DOWN, TYP
3"
C
L
R
2 1/2"
SEE
FOR EXTENTS OF THICKENED
SLAB OVER DEEP FILL
/2 S331
10
"
#4@18" OC HOOK AT OPP
END OF WALL, TYP AT
SOG TO WALL.
2'-6" SOG6A
LT
S
LT
S
#4@12" OC, EW,
EACH FACE AT
STEM WALL
2'-0" 1'-4" 3'-8"
#6@12" OC VERT O.F.
#4@12" OC HORIZ, TYP
#4@18" OC VERT I.F.
OR
C
O
N
T
LT
S
#6@18" OC TOP, HOOK @HEEL
#4@18" OC TRANSVERSE TOP
#4@12" OC BOT
#4xCONT
4'-5" 1'-4" 1'-3"
1'
-
2
"
1'
-
2
"
#4@12" OC, EW,
EACH FACE
REINF TO MATCH
SOUTH WALL, OH
PAVING AND INSULATION.
SEE CIVIL
CONC CURB AT VENEER
LEDGE
CMU PER ARCH,
GROUT SOILD
5" MIN
LT
E
2"
VENEER TIES
#4 DWLS AT 48" OC
3'
-
0
"
3'-0"
#4x ASTM A706
DWLS @ 12", BEND DOWN,
TYP
DOWELS TO MATCH
SIZE AND SPACING OF
WALL REINF
LTS TYP
STD HOOK AT
SUMP PIT
LTE TYP
1 1/2"
PROVIDE 1 1/2" KEY
AT WALL TO MAT FTG
#4@12" OC EA WAY
TOP, EPOXY COATED
4'
-
0
"
3'-0"
POUR SLAB TO LEDGE
ELEVATION
PLAN
SEE
PAVING AND INSULATION.
SEE CIVIL
CONC CURB AT VENEER LEDGE
w/ #4@12" OC DWLS, THUS
#4x ASTM A706
DWLS @ 12", BEND DOWN,
TYP
10
"
#4@12" OC DWLS,
STD HOOK INTO
WALL, TYP
LTS
LT
S
STEP VERT REINF AT LEDGE
#6@6" OC E/W, EC
#4@6" OC N/S, EC
PLACE E/W BARS
BELOW N/S BARS
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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05/05/2015
5/
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S314
FOUNDATION WALL
DETAILS
06/02/14
NO SCALE 1 T/WALL AT AUTOCOURT
1" = 1'-0" 2 SHEAR WALL THICKNESS CHANGE
NO SCALE 3 FND WALL CHANGE IN THICKNESS
1
NO SCALE 4 CHANNEL AT RAMP HINGE
1
NO SCALE 5 T/WALL AT NORTH
1
3/4" = 1'-0" 11 AUTOCOURT/BOILER ROOM SLAB AND WALLS
1
NO SCALE 6 FOUNDATION WALL AT AUTOCOURT
1
NO SCALE 9 POOL END WALL
1
1
2
2
1" = 1'-0" 12 10" SLAB AT DRIVEWAY
3
3
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 011 01.12.2015
ASI 022 03.03.2015
CONFORMED SET 05.05.2015
TYP EMBEDDED PL SCHED**
BEAM
C8, W8
CAPACITY (KIPS)* D
(IN)
L
(IN)
TOTAL
# HAS
10 12 6 4
C10, W10 10 12 6 4
C12, W12 25 12 8 4
W14 33 14 9 6
W16 39 16 10 6
W18 40 18 12 6
W21 46 21 14 8
W24 46 24 16 10
* SERVICE LEVEL (ASD)
** EMBEDDED PLATE TYPE IS BASED ON BEAM DEPTH. IF
PLAN REACTION IS GREATER THAN SCHEDULED CAPACITY,
REQUEST CUSTOM CONNECTION FROM ENGINEER
T/PL = T/BM, TYP
PL 3/4
3/4"Ø HAS, TYP, SEE
SCHEDULE FOR LENGTH
AND TOTAL #
13/16"x2 3/4" SLOTTED HOLE
IN L, STD HOLE IN BM
L6x3 1/2x3/8, (2) PT
BOLTS, CENTER
VERTICALLY ON BM
NOTES:
1. COMPLETE ALL WELDS PRIOR TO INSTALLING DECK OR USING BEAM TO SUPPORT ANY CONSTRUCTION MATERIALS
2. SEE FOR WELDING OF REBAR TO EMBED PLATES WHEN REQUIRED. DAS MAY BE SUBSTITUTED FOR REBAR.
1 1/2" ± 1"
L1
1
/
2
"
T
&
B
WELDING CLEARANCES
TRIM FLG T&B, ONE SIDE
ONLY, AS REQD FOR FIELD
EQ
EQ
EQ
2"
2"
D
2" 5" 5" 2"
EMBED & BEAM CL
B/CONC
T/CONC
EDGE OF
CONC
2'-
0
"
M
I
N
2'-0" MIN
BEAM ELEVATION
EMBED ELEVATION
MINIMUM CONCRETE EDGE DISTANCES AT WALLS
S320
2
WHERE
LESS
S320
5 WHERE
LESS
10
S320
AT WALL END
OF ANGLE
DO NOT WELD
ACROSS TOP
S320
5 AT BOT
CORNER
EDGES
8
S320
AT SKEWED
CONNS
6" STUDS 8" STUDS
10
10
25
33
39
50
56
64
1'
-
0
"
M
I
N
S320
6WHERE
LESS
S320
3 AT TOP
CORNER
EDGES
S320
9
5/16
3/4" RETURN
TOP, FULL
RETURN
BOT
5/16
3 SIDES,
NOTE 1
A
A
1 1/2"
1
1
/
2
"
#6 T & B (A706)
LTS
4
°
M
A
X
EDGE OF CONCRETE
8" TO 2'-0" 5"
ADDNL #6 FOR W27 & ABOVE
S320
2
6
S320
FOR HAS AND
HOOKED BARS
FOR HORIZ
BARS
W8-W18: (3) #6
W21-W36: (3) #8
A706
1 1/2"
LT
S
4° MAX
B/CONCRETE
4"
T
O
2
'
-
0
"
5"
0"
T
O
1
'
-
0
"
REPLACE TOP (2)
HAS w/ (2) #6 (A706)
#6x2'-4", EMBED
SUPPLIER TO TIE IN
PLACE CENTERED ON
PLATE, WELDING NOT
PERMITTED
REPLACE ALL
HAS W/ #6 (A706)
SINGLE SIDED BACK-TO-BACK
1'-0"
1'-
0
"
LESSER OF:
1) LDH
2) FAR FACE OF
CONC LESS 2"
NOTES:
1. REQUEST CONN FROM ENGINEER IF Ø > 45°
Ø
BENT PL 3/8xL ~
BEAM WEB
3 1/2"
6
"
BAR SIZE E L
23/16 #3
#4 1/4 2 1/2
#5 5/16 3
#6 3/8 3 1/2
#7 7/16 4
DBAR SIZE
3/8
1/2
7/16
5/16
1/4
#7
#6
#5
#4
#3
#8 1/2 4 1/2 9/16 #8
FROM BEND
STOP WELD (2)
BAR DIA'S
D(E) L
(E) L
NOTES:
1. ALL WELDED REBAR SHALL BE A706
FOR WALLS BETWEEN 8" AND
14" THICK, PLATE WIDTH TO
MATCH WALL THICKNESS. FOR
WALLS THICKER THAN 14",
PLATE WIDTH = 14"
#6 (A706), MATCH HAS
LAYOUT AND TOTAL
NUMBER SHOWN IN BM
EMBED SCHEDULE
2" 2"
LT
E
2"
2" 1 1/2"
2 1/2"
2" 1"
1"
G
R
O
U
T
kSTIFF PL 3/8 ES
1/4
1/4 TYP
(2) 3/4"Øx9" EMBED
HEADED ANCHOR
RODS
PL3/4x8x0'-10 W/
1 1/4"Ø HOLES
1/4 TYP ES
STRIP BOT FLANGE
EACH SIDE
1"
T
Y
P
3"
4"
3"
A
A
WALL CORNER AT SIM
GROUT
SOLID
1/4 3 SIDES
1/4
3/4" RETURN
TOP, FULL
RETURN
BOT
ERECTION ANGLE AS REQ'D
L6x3 1/2x3/8x 0'-6" ES
3 1/2" 2" HSS WIDTH 2" 3 1/2"
3"
8"
2"
±1"
1 1/2"
NOTES:
1. COMPLETE ALL WELDS PRIOR TO INSTALLING DECK OR USING BEAM TO SUPPORT ANY CONSTRUCTION
MATERIALS
2. FOR MINIMUM CONCRETE EDGE DISTANCES AT WALL SEE /7 S320
(4) 3/4"Øx6" HAS
PL 3/4
1
1
/
2
"
1 2
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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:
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MM
J
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
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C
I
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A
L
:
P
D
EO
R
:
P
D
PR
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E
C
T
M
A
N
A
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:
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05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
4
7
A
M
C:
\
P
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1
3
.
0
2
9
1
-
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-
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1
3
_
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S320
TYP STEEL TO
CONCRETE
CONNECTIONS
09.09.2013
NO SCALE 7 TYP BM EMBED PL CONN & SCHEDULE
NO SCALE 2 TYP BM EMBED NEAR EDGE OF WALL
NO SCALE 3 TYP BM EMBED NEAR TOP-EDGE OF
WALL
NO SCALE 5 TYP BM EMBED NEAR B/WALL
NO SCALE 6 TYP BM EMBED NEAR T/WALL
NO SCALE 8 TYP BM EMBED AT SKEWED BM
NO SCALE 9 TYP REBAR WELD SCHEDULE
NO SCALE 10 TYP BM EMBED AT END OF WALL
NO SCALE 11 BEAM TO END OF WALL CONN
NO SCALE 12 HSS EMBED PL
1
2
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
CONFORMED SET 05.05.2015
OPTION #1 - EMBED PLATE
OPTION #2 - POST-INSTALLED ANCHORS
L4x3x1/4xCONT (LLV)
L4x3x1/4xCONT (LLV) W/
11/16"x2 1/2" HORIZ SLOTS
IN VERT LEG
EMBED PL 3/8x8x8 W/
(4) 3/8"Øx6" HDAS @
4'-0" OC MAX WITHIN
1'-0" OF END
1
1
/
2
"
#4x @12"
2'-0" .
5/8"Ø HILTI KWIK BOLT
TZ (4" EMBED) @ 2'-0"
OC. PLACE FIRST
ANCHOR 6" (MIN), 1'-0"
(MAX), AWAY FROM
EDGE OF OPNG
1
3
/
4
"
O P N G
6 " M I N T O
O P N G
2 " M I N T O
#4x @12"
2'-0" .
S300
9
3/16 4
3/16 4
T/WALL AT SOME LOCS
FITTED STIFF PL 3/8 ES
PL 3/4x6 W/LONG HORIZ
SLOTS, CTR IN WALL
GROUT
SOLID
4 "
1 1/2" 2"
1 " G R O U T
1 1/2" TYP
A
(2) 3/4"Øx9"
EMBED HEADED
ANCHOR RODS
4" TYP
3 1/2"
1/4
1/4 3 SIDES TYP
1/4
1/4
A
3" TYP
EXTEND PAST WALL
AT SIM
NOTE: REINFORCE AS WALL OPENING PER /6 S300
3/4"Ø ANCHOR RODS,
UNO
DOUBLE NUT OR
HEADED ANCHOR ROD
NOTES:
1. SEE PLAN FOR BASE PLATE MARK
PL WASHER 1/4x2x2 W/ STD
HOLE
OPTIONAL LEVELING
NUTS
1 1/4"Ø HOLES IN
BASE PLATE
N
B
2 " T Y P
HSS COLUMN
HSS COL
1/4 UNO
T
A
A
2 " M I N
P R O J E C T I O N
A B O V E N U T
1 " N S G R O U T
1 '-6 " M I N , U N O
BP1
2" 3" 3"
8"
7 "
7 " 1 '-2 "
1/4
T = 3/4"
BP2
4" 4"
8"
7 "
7 " 1 '-2 "
T = 3/4"
EXTERIOR INTERIOR
.
BP3
3" 5" 3"
11"
3 "
5 "
3 "
1 1 "
T = 3/4"
BP5
5" 3" 4"
1'-0"
5 "
3 "
4 "
1 '-0 "
T = 3/4"
BP4
4" 4"
8"
3 "
5 "
5 "
2 "
1 '-3 "
T = 3/4"
(1/8)
1 '-6 "
9 "
9 "
3" 6"
9"
BP6
T = 1 3/4"
(1/8)
3 "
4 "
4 "
5"
2"
6"
1 1 "
1'-1"
T = 1 1/2"
BP7
1 '-2 "
5 "
3 "
6 "
BP8
T = 1 1/2"
1'-0"
5" 3" 4"
5" 5" 7 1/2" 5" 3 1/2"
2 "
5 "
5 "
BP9
AT SIM, SEE
PLAN FOR COL
LOC
2" 3" 3" 1'-6"
T = 3/4"
8 "
2'-2"
2
3" 8"
8 "
4 "
2 "
4 "
2 "
3" 5" 1/4
1/4
E 6
A
A
S503
2
E
FULL HT STIFFENER
PL 3/8 EACH SIDE
5/16
5/16
COPE T&B FLANGE 1"
TO MATCH EDGE OF
CONC WALL, EXTEND
TO SLAB EDGE AT
STAIR
BEARING PL 1"
SEE
FOR ADDN'L REQTS
/7 S321
5/16
3/4" RETURN
TOP, FULL
RET BOT,
TYP
PLAN
SEE
13/16"x2 3/4" SLOTTED HOLE
IN L, STD HOLE IN BM
1 1/2" ± 1"
5/16
3 SIDES,
NOTE 1 ON
7/S-320
1 1/2"
3" 8" 3" LTS
T &B
1 1 /2 "
4 1 /2 "
2 "
5 "
5 "
2 "
6" TRIM FLG T&B, AS REQ'D FOR
FIELD WELDING CLEARANCES
L6x3 1/2x3/8x 7 1/2",
ES w/ (2) PT BOLTS,
CENTER VERTICALLY
ON BM
PL3/4x1'-2x1'-2 w/
(6) 3/4"Øx6" HAS
(2)#6 (A706)
4
°
M
A
X
A
A
1
1"
EQ EQ EQ
1/4 TYP ES
STRIP BOT FLANGE
(1) SIDE
11
S320
5
1
S211 S321
7 SIM
S500
12
(2) #6 (A706) DAS
TOP AND BOT
A
A
B
B
2" 3" 3"
2 "
5 "
5 "
2 "
(2) 3/4"Øx6" HAS
SEE
FOR BM TO
EMBED CONN
/7 S320
1 '-0 "
8 3/4"
8 3/4"
2
2 "
8 3 /4 "
SKEW HOOK IN TO
AVOID CONFLICT
3
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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:
K
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:
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
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C
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:
P
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:
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05/05/2015
5/
5
/
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5
8
:
2
7
:
4
9
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S321
TYP STEEL TO
CONCRETE
CONNECTIONS
12.09.2013
NO SCALE 6 TYP MTL DECK SLAB TO CONC WALL
NO SCALE 7 TYP BM POCKET, 8"-11" WALL
NO SCALE 3 TYP COL BASE PLATE - GRAVITY
NO SCALE 8 COLUMN TRANSFER/ BEAM CONN AT E/6
NO SCALE 10 WF EMBED AT EDGE OF WALL
NO SCALE 11 BEAM AT END OF WALL 2
NO SCALE 12 TOW PROPPED CANTILEVER BM
POCKET NO SCALE 9 W14 EMBED AT END OF WALL
1
2
3
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
2 "
8 "
2 "
1/4
3 SIDES,
TYP
1/4
3/4" RETURN
TOP, FULL
RETURN
BOT
L5x3x3/8x 0'-4" ES, CTR ON HSS
(4) 3/4"Øx6" HAS
PL 3/4x1'-0x1'-3
1 1/2" ±1"
5"
1
FITTED STIFF PL 3/8 ES
PL 3/4x6 W/LONG HORIZ
SLOTS, CTR IN WALL
3/4"Øx9" EMBED
HEADED ANCHOR
ROD
1/4
1/4 3 SIDES TYP
1/4
NOTE: REINFORCE AS WALL OPENING PER /6 S300
(2)#6 (A706)x 3'-6"
PL1/2x12x1'-0 W/
(4) 3/4"Øx5" HAS
4 ° M A X
10
S510
1
3 "
8 " A T S I M
1 '-2 "
3 "
2" 4" 2"
L5x3x3/8x
GIRT WIDTH - 2", LLH
T&B
5/16
TOP AND
SIDES
5/16
5/16
5/16
TOE AND
SIDES TYP
PL3/4 w/(4)
3/4"Øx6" HAS
SEE PLAN
1
4" MIN
2" 6" 3 1/2"
L6x3 1/2x3/8x0'-6
STRIP TOE TO 1 1/2"
PL3/4x11 1/2x1'-1 W/
(4)3/4"Øx6" HAS.
/2 S320
FOR DAS
SEE
NOTES:
- FOR ADDNL REQTS, SEE /12 S320
1 1/2"
1
E
1
1 1 /2 "
L4x4x3/8
5
5
CONTR COORD WITH DOOR SUPPLIER
A
A
CONTR COORD W/ DOOR SUPPLIER
CONTR COORD W/ DOOR SUPPLIER
1 "
2 " M A X
1 " M I N
1/4
1/4
1/4
L3x3x1/4
1 1 /2 "
1/4
CAP PL 3/8
EMBED PL1/2x7 1/4x8
2 " T Y P
2 1 /2 "
EMBED PL
SEE /10 S321
T/ANGLE
B/ANGLE (2) 1/2"Ø THRU
BOLTS AT BASE PL
PROVIDE PL3/8x6x10
TO SPAN BTWN DECK
FLUTES
1 1 /2 "
7 "
1 1 /2 "
1 1/2"
BASE PL1/2x10x10
1/4 (2) SIDES
1 1/2" TYP
(1/8) (2) SIDES
1/4 2-8
3
2"
2" 1 1/2"
2 1/2"
2" 1"
k
STIFF PL 3/8 ES
1/4
1/4 TYP
(2) 3/4"Øx9" EMBED
HEADED ANCHOR RODS
PL3/4x8x0'-10 W/ LONG
SLOTTED HOLES
1/4 TYP ES
STRIP BOT FLANGE EACH
SIDE
1 " T Y P
3 "
4 "
3 "
A
A
WALL CORNER AT SIM
9 "
1 " N S G R O U T
3 /4 "
3 /4 "
KOROLATH PAD 1/8". MATCH
BRG PLATE SIZE w/ STD
HOLES AT ACNHOR RODS
PL TO MACH BRG PL W/ STD
HOLES
3/16 1
3/16 1TYP EA PL
WASHER
5/16x2x2 PL WASHER
RFI 054
PL3/8x1'-0x1'-0
(6) 1/2" THRU BOLTS
HDG, COORD LOCATION
AND SPACING WITH
PLATFORM MNFR
NOTE:
THRU BOLTS MUST BE IN PLACE PRIOR TO TOPPING SLAB
POUR TO ALLOW FOR WATERPROOFING AROUND BOLTS
1.25k
7 1 /8 "
THRUS BLOCK
BY SUPPLIER
S320
12 FOR ADDNL
CONN INFO
PL3/4x1'-1x1'-7 W/ (4)
5/8"Øx4 1/2" EMBED
EXPANSION ANCHORS
AND 1 1/4"Ø HOLES 2 "
9 "
2 " T Y P
WASHER PL 3/8x3x3
W/ STD HOLES
3/16
(2) SIDES
TYP PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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#
:
1
3
.
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2
9
1
.
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1
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5/
5
/
2
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1
5
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7
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_
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S322
STEEL TO
CONCRETE
CONNECTIONS
06.13.2014
NO SCALE 1 HSS6x4 EMBED AT SKYLIGHT
NO SCALE 2 BM BRG AT END OF WALL
NO SCALE 3 HSS GIRT AT EDGE OF WALL
1" = 1'-0" 4 BEAM CONN AT DOOR OPENING
1" = 1'-0" 6 GARAGE POST BASE
NO SCALE 7 BEAM TO END OF WALL SLIP CONN
1
NO SCALE 8 THRUST PLATE ANCHORS
1
1
1 1/2" = 1'-0" 9 POST INSTALLED BEAM CONN
2
2
3
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
RFI47 03.13.2015
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015
S330
7
S330
7
5
S330
PROVIDE JT EW AT
ALL RE-ENTRANT
CORNERS
CONTROL OR
CONSTRUCTION JT
RATIO = 1:1.5
10'-0" MAX EW
MAX ASPECT
NOTES:
1. KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENT
2. PROVIDE ADDITIONAL CONTROL JOINTS AT ABRUPT CHANGES IN THICKNESS AND LOCATIONS PRONE TO CRACKING. COORD LOCS WITH FLOOR FINISHES AND INTERIOR WALLS
PROVIDE TYP
TRIM REINF AT
ALL OPNGS,
NOTCHES, AND
RE-ENTRANT
CORNERS
3
S330
S330
8
S330
8
SEE GENERAL
NOTES FOR POUR
LENGTH AND AREA
LIMITS
S330
8
S330
2TYP SLAB
REINF
~
~
~~
P C L R
CONT VAPOR
RETARDER, SEE ARCH
BAR SUPPORTS,
SEE SPEC
NOTES:
1. GRANULAR COURSE: 6" MIN COMPACTED GRANULAR FILL
2. PREPARED/COMPACTED SUBGRADE
SLAB REINF
N O T E 2
N O T E 1
T
TYPICAL SLAB-ON-GRADE SECTION
INSULATION. SOME LOCS.
SEE ARCH
CONT VAPOR
RETARDER,
SEE ARCH
2ND POUR 1ST POUR
EXTEND REINF
THRU JT
1/8" .
NOTES:
1. PROVIDE TOOLED JT OR SAW CUT AS SOON AS THE CONC HAS HARDENED SUFFICIENTLY
TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12
HOURS AFTER CASTING)
LAP (2) MESH
PANELS OR LTS
1"
NOTE 1. NOT
PERMITTED AT 8" SOG
SLAB REINF
T
2 " M I N
#4 ES CONT
2
1
T
CONSTRUCTION JOINT
CONTROL JOINT AT 4" AND 6" SOG
6"
AT T < 6" AT T ≥ 6"
S300
10
1 " @ T =4 "
1 1 /2 " @ T =6 "
1/4" PREFORMED JT
FILLER OVER FULL SLAB
DEPTH, FILLER SHALL
NOT PROTRUDE ABOVE
SLAB
ELASTOMERIC JT
SEALANT WHERE
REQD (SEE ARCH)
PLAN AT PILASTER
FIRST POUR
PLAN AT COLUMN
CJ OR
CONST JT
90°
CL COL
TOOLED JT AT
EXPOSED AREAS
COLUMN FACE
COLUMN
ISOLATION JT
CONCRETE ENCASEMENT
TO COVER COL BASE,
TYP
SECTION AT COLUMN
COLUMN OR
PILASTER
CONST JOINT
DIAMOND OR
ROUND
BLOCKOUT
S330
3
T Y P 4 " M I N
90° 90°
4
"
M
I
N
S330
3
A
A
2 '-0 " T Y P
NOTES:
1. DETAIL APPLIES FOR ALL OPNGS IN SOG'S AND TOPPING SLABS
2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10"
3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS, CONC STR SLABS, AND METAL
DECK SLABS
OPENING
RE-ENTRANT CORNER: DIAG BARS
1
1
2
1
#4@12" (2 MIN) #4x
2'-0"
#4xCONT
2 '-6 " M A X
8 " M A X
MIN
8"
@12"
2'-0"
2 " C L R
1 1/2" CLR
1 1 /2 " C L R
CONST JT
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED
3. SPLICE #4 BARS 2'-4" AS NEEDED
1 '-0 "
1'-0"
6
"
M
I
N
1'-6"
1'-6"
#4@12"
#4@12"
(2) #4 BOT
6 " M I N
(2) #4 BOT
6 " M I N
T Y P
3 " C L R
STAIR STRINGER AND
CONN TO SOG BY STAIR
MNFR
(3) #4xCONT
#4x 2'-0"
BEYOND STRINGERS
2'-0" (MIN), EXTEND
THICKENED ZONE 1'-0"
1 '-0 " M I N
2'-0" @24"
3 " C L R
NO INSULATION BELOW
THICKENED SOG
12"
12"
WWR 6x6-W2.9xW2.9 V A R I E S
#3x @16" W/(4) #4xCONT
2 " C L R
1 " C L R
1" CLR
TYPICAL
POST-INSTALLED REBAR OPTION
ADHESIVE ANCHOR
3 "
TOOLED JT IF REQD BY
ARCH
#4xCONT
1:1 SLOPE
1 1 /2 " C L R
#4x
CONTR OPTION:
ASTM A706 AND
FIELD BEND DOWN
3 '-0 " 3'-0"
@12"
EQ EQ
8 "
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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1
3
.
0
2
9
1
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PR
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P
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A
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A
G
E
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:
S
M
05/05/2015
5/
5
/
2
0
1
5
8
:
2
7
:
5
4
A
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P
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1
3
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0
2
9
1
-
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3
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t
S330
TYP SOG DETAILS
09.09.2013
NO SCALE 4 TYP SOG KEY PLAN
NO SCALE 2 TYP SOG SCHEDULE NO SCALE 5 TYP SOG JOINTS
NO SCALE 3 TYP SOG ISOLATION JOINT
NO SCALE 7 TYP SOG BLOCKOUT AT
COLUMN/PILASTER
NO SCALE 8 TYP TRIM REINF
NO SCALE 9 TYP SOG STEP
NO SCALE 10 TYP SOG STAIR
NO SCALE 11 TYP SOG BELOW METAL STAIR
NO SCALE 6 TYP SOG EQUIP PAD
SLAB-ON-GRADE SCHEDULE
TYPE THICKNESS T REINFORCING BAR POSITION P
SOG4A 4" 6x6-W2.9xW2.9 WWR 1 1/2"
SOG6A 6" #4@18" OC EW 2"
SOG8A 8" #5@12" OC EW SEE 2/S331
NO SCALE 12 SOG AT TOP OF WALL OR GR BM
1
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
CONFORMED SET 05.05.2015
#4@12" T&B EW
ANCHOR RODS BY
EQUIP MNFR
1 '-0 "
6" MIN
3 " C L R
2 " C L R
3" CLR
1
2
.
EXCAVATION
SHORING
2 '-0 " M I N
NOTES:
1. EC REINF IN THICKENED ZONE, INCLUDING DOWELS FOR EXT SLABS
2 " C L R F O R E X T S L A B S
1 " C L R F O R I N T S L A B S , 6'-0" OR 1'-0" BEYOND SHORING OUTSIDE
FACE, WHICHEVER IS LARGER
2" KEY
3 " C L R
LTS LTS
SEE CIVIL/LANDSCAPE
FOR PAVING .
FOR THICKNESS
AND REINF,
SEE
8"
MATCH SIZE AND
SPACING OF SLAB
REINF
FORMSAVER
1 2
LTS 1 1/2" KEY
DOWELS TO MATCH
SOG REINF
CONTR OPTION
FORMSAVER. SEE /9 S300
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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2
9
1
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1
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A
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:
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05/05/2015
5/
5
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2
0
1
5
8
:
2
7
:
5
5
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3
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2
9
1
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t
S331
SOG DETAILS
12.09.2013
NO SCALE 1 TYP EXT EQUIP PAD
NO SCALE 2 TYP THICKENED SOG OVER DEEP FILL
AT BSMT WALL
1
NO SCALE 3 INTERIOR SOG AT DEEP FILL
3
3
2
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 011 01.12.2015
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
1 1 /2 "
2 1 /4 "
2 1 /4 "
1 1 /2 "
5/16
5/16
1/2" MAX
1 1/2" MIN
3" 1 1/2" MIN
2 1/2" MAX
PL 1/2 W/ (6) BOLTS
1/4
1/4 NS PL
1/4 FS PL
1/4
(3) SIDES
TYP
ERECTION PL AS REQD
(2) SIDE PL1/4x3
6 " @ H S S 8 x
7 " T Y P
1/2"
1
1/4
1/4 NS PL
1/4 FS PL
3/16
(3) SIDES
TYP
ERECTION PL AS REQ'D
(2) SIDE PL1/4
6 " @ H S S 8 x
7 1 /2 " , T Y P
1/2"
2" TYP
4 " @ H S S 6 x
1 1/2" 1 1/2"
T Y P
2 "
3 "
3 "
CAP PL 3/8
PJP 1/2
WALL THK
3/16
3/16
(3)3/4"Ø BOLTS
PL3/8x3 1/2xBM DEPTH
3" 3"
2"
1 1 /2 "
2 1 /2 "
@ H S S 8 x
BEAM CL
1
1 1 /2 "
2 1 /4 "
2 1 /4 "
1 1 /2 "
5/16
5/16
1/2" MAX
PL 1/2 W/ (6) BOLTS
1 1/2" MAX
SEE PLAN
S321
3
S500
12
NO LOW BEAM AT SIM
T/CONC = SEE PLAN
3" 1 1/2" MIN
ES OF COL
CJP
(3/16 NOTE 1 END PL CONN
PER
S502
11
1
/12 S501
PL ES TO MATCH W8
FLG WIDTH AND
THICKNESS
(3/16) 11
EXTEND W10 END PL
CONN AND PROVIDE (2)
ADDNL BOLTS BELOW W10
1 1 /2 "
1 1 /2 "
1 "
NOTES
1. FINISH FLANGE/FLANGE PLATE TO END PLATE CONNECTION TO BEAR PER AISC
1/2" MIN
7
S502 TYP EXTEND WF TO
SLAB EDGE
SEE PLAN FOR
HSS CL. TYP
SEE PLAN FOR
HSS CL. TYP
1
NOTES:
1. GREATER OF 1.5 x WEB THICKNESS OR 1 1/2"
2. GREATER OF 1.0 x WEB THICKNESS OR 1", NEED NOT EXCEED 2"
3. MIN RADIUS = 3/8"
4. BACKING MAY REMAIN IN PLACE UNO.
NOTE 1
NOTE 1
N O T E 2
N O T E 2
NOTE 3
NOTE 3
NOTE 4
NO WELDING
PERMITTED AT
THIS LOCATION
NOTE 4
AT CORNER OR TEE JOINT
AT BUTT JOINT
5/16
6
S502
1 " M I N
EXTEND HSS BM
TO SLAB EDGE
PL 1/2 W/ (3) BOLTS
1 1 /2 "
2 1 /4 "
2 1 /4 "
1 1 /2 "
1 1/2" 1 1/2"
1/2"
3 5/8" MAX
S502
8
3/16 2
3/16 2
3/16 2
3/16 2 TYP AT END
OF HSS
BENT PLATE
SPLICE NOT
PERMITTED AT
HSS TO WF BEAM
CONNECTION
L3x3x3/8x4"
5/16
5/16
5/16
TOE AND
SIDES TYP
S502
2
T/STEEL = SEE PLAN
T/CURB = SEE ARCH
SKYLIGHT AND CONN TO
STRUCTURE BY SUPPLIER
HSS4x4x3/16 AT EACH
SKYLIGHT RAFTER
HSS6x2x1/4. CENTER SPLICE
ON POST AS REQD
1/4 NS&FS
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
D E S I G N E R S : K H /S M
D A T E P R I N T E D :
M M J O B #: 1 3 .0 2 9 1 .S .0 1
P R I N C I P A L : P D
E O R : P D
P R O J E C T M A N A G E R : S M
05/05/2015
5 /5 /2 0 1 5 8 :2 7 :5 8 A M
C :\P r o j \1 3 .0 2 9 1 -Z e k e l m a n -R S 1 3 _k e v i n h .r v t
S502
STL BM CONNS
09.09.2013
NO SCALE 3 W10 CONN NO SCALE 6 HSS BEAM TO HSS BEAM CONN
NO SCALE 7 HSS BEAM TO WF BEAM CONN
NO SCALE 8 HSS BEAM TO HSS COL CONN
NO SCALE 9 W10 CONN AT HSS COL
NO SCALE 10 MOMENT CONN AT ROOF
NO SCALE 12 HSS AT END OF WF CONN
NO SCALE 11 TYP WF CJP WELD ACCESS AND
BACKING
NO SCALE 1 HSS BM TO HSS BM AT CANTILEVER
1
NO SCALE 2 HSS CONN TO WF OVER COL
1
1
2
NO SCALE 4 HSS14 GIRT CONN TO COLUMN
2
2
NO SCALE 5 SKYLIGHT SUPPORT AT B MASTER
3
3
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
STIFF PL 3/8 ES. SEE
FOR ADDNL
INFO AT BEAM CONNS.
OFFSET PL ±1" AS
REQD FOR BM CONN
CAP PL 3/4 W/
ERECTION BOLTS AS
REQD. REMOVE
BOLTS AFTER
COMPLETING WELDS
3" TYP
TYPICAL
5/16
5/16 TYP
k
1/4 TYP 1/2"
AT BEAM END
5/16 4
5/16 4TYP
/12 S500
1 1/2" TYP
BASE PL 3/4 W/
(4) BOLTS, TYP
SOLID SHIMS
AS REQD, TYP
5/16
5/16 TYP
3" TYP
1/4
PJP 1/2 FLG
THK
DECK SUPPORT
A
A
kSTIFF PL 3/8 ES. SEE
FOR ADDNL
INFO AT BEAM CONNS.
OFFSET PL ±1" AS
REQD FOR BM CONN
/12 S500
1 1/2" TYP
FLG EXTENSION PLATE
IF LESS THAN 2" DECK
BRG ON BM FLG,
THICKNESS TO MATCH
BM FLG
3"
BM GAGE
C8x11.5. EXTEND TO 1'-0"
FROM BEAM END. 6'-0" MAX
SEGMENTS WITH 1" JOINT
BTWN SEGMENT.
3/16 2-12
3/16 2-12
1 2
L3x3x3/8x
GIRT WIDTH - 2", T&B
5/16
TOP AND
SIDES
5/16
5/16
5/16
TOE AND
SIDES TYP
1/2"
S500
12
1
S503
k 2 "
1/4
1/4
(2) BOLTS W/ STD
HOLES IN
CHANNEL & PL
C6 PL3/8
TYPICAL
5/16
5/16 TYP
1/2"
AT BEAM END
S503
2
S503
1
BRACE COLUMN TO PERMIT
SAFE ERECTION IN
ACCORDANCE WITH ALL OSHA
STANDARDS. TYP
MATCH COLUMN
SIZE FROM BELOW
PL1 1/4x8xBM DEPTH+4"
TALL
(3/8) TYP
(3/8) TYP
1/4 2 1/2
TYP, ES OF
BM WEB,
T&B
1/4
1/4 TYP
(5/16) TYP ES
5/16 TYP T&B
NO BEAM AT SIM
3/16
3/16 NS PL
3/16
(3) SIDES
TYP
ERECTION PL AS REQ'D
NS SIDE PL1/4
1/2"
2" TYP
7 1 /2 "
FS PL PER /7 S502
1 /2 " 1/2"
TOP CONN AT BRACE
BOT CONN AT BRACE
3/16 2
(3) SIDES,
TYP
5 1 /2 "
3 1 /2 "
3/16 2(3) SIDES
3/16 2
(3) SIDES,
TYP
3/16 2
(3) SIDES,
TYP
L3x3x1/4x3"
PL1/4x3x3, TYP
3/16 2
(3) SIDES,
TYP
S503
2
3/16 2 ES
AT WF
BEAMS
3/16 2 ES
3/16 PL TO HSS
NOTE: ONLY (1) TOP CONN AT EACH HSS POST
1'-5"
CJP AT
STRIPPED
FLANGES
TYP SHEAR CONN
PER
w/ (4) 3/4"Ø BOLTS
WEB EXTENSION PL
TO MATCH THK AND
GRADE OF BEAM WEB
/12 S500
1/2"
5/16
5/16
G
G
3 " M A X
1 1 /2 "
2 1 /4 "
2 1 /4 "
1 1 /2 "
1/2" MAX
1 1/2" MIN
3"
2 1/2" MAX
L7x4x3/8 w/(3)3/4"Ø
THRU SHORT LEG ES
(6)3/4"Ø BOLTS THRU
LONG LEG OF ANGLES
AT BM CONN
2 1 /4 "
2 1 /4 "
PROVIDE FULL
HT STIFF PL
AT SIM PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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05/05/2015
5 /5 /2 0 1 5 8 :2 8 :0 0 A M
C :\P r o j \1 3 .0 2 9 1 -Z e k e l m a n -R S 1 3 _k e v i n h .r v t
S503
STEEL DETAILS
09.09.2013
NO SCALE 1 TYP BM OVER COLUMN
NO SCALE 2 TYP COL TRANSFER NO SCALE 8 STEEL FLOOR TRUSS
NO SCALE 9 TYP HSS GIRT TO HSS COL CONN
NO SCALE 4 W27 CONN AT MAIN ROOF
NO SCALE 5 FULL DEPTH CONN AT PERIMETER
NO SCALE 3 TYP BM THRU COLUMN NO SCALE 6 BEAM MOMENT CONN AT HSS COL
NO SCALE 7 HSS BEAM TO WF w/STIFFENER NO SCALE 10 ANGLE BRACE TO HSS CONN
NO SCALE 11 W10x WEB EXTENSION AT COL
NO SCALE 12 W10 DBL ANGLE CONN
1
1
2
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
RFI47 03.13.2015
CONFORMED SET 05.05.2015
1 1/2" 1 1/2"
(3) 3/4"Ø BOLTS EQ SP
IN HORIZ SSL HOLES
THUS. FINGER TIGHTEN
NUT AND DAMAGE
THREADS
T Y P
1 1 /2 "
CAP PL 3/8
PJP 1/2
WEB THK
3/16
3/16
PL3/8x3 1/2xHSS
DEPTH, ALIGN W/BM
CL
A
A
AT SIM, STD HOLES
WITH PT BOLTS
L3x3x3/8x
HSS DEPTH - 4",
ES
3/16 2-14
FULL RET
T&B, TYP
3/16 2-14
FULL RET
T&B, TYP
1 /2 "
ERECTION BOLTS
AS REQ'D
1
SEE
FOR CONN
(4) 3/4"Ø BOLTS IN HORIZ
SSL HOLES. FINGER
TIGHT NUT & DAMAGE
THREADS, TYP
AT SIM, PROVIDE STD
HOLES w/ PT BOLTS
/2 S504
1 1 /2 "
E Q
E Q
E Q
1 1 /2 "
(5/16) ES OF HSS
(5/16)
5/16
ERECTION SEAT BY
CONTR AS REQD
CAP PL 1/2
(5/16) (4) SIDES
1
2" 2"
2 "
2 "
3/4"Ø THREADED ROD WELDED ON
HSS CL. FINGER TIGHTEN NUT
AND DAMAGE THREADS, TYP
LSL HOLES IN BEARING PL,
PARALLEL TO TRELLIS BM.
CTR BOLTS IN HOLES.
STD HOLES AT NORTH CONN
PL3/8x4x1'-0 BRG PLATE
3/16 ES
CAP PL 1/4
A
A
EQ EQ
1/2"
1/2" RADIUS
1
KOROLATH PAD 1/8". MATCH BRG
PLATE SIZE w/ STD HOLES
PL3/8x4x1'-0 W/ 1"Ø HOLES
2 "
4 1 /2 "
4 1 /2 "
2 "
3/16
3/16
3/16 (3) SIDES
PL3/4x6x12 w/(3)3/4"Øx
3'-0" DAS CTR ON PL
L4x3 1/2x1/4x6" LLH,
CTR ON EMBED, TYP
NOTE:
COORD EMBED ELEVATION WITH ADJACENT W10 BM EMBED ±1".
DO NOT ADJUST W10 EMBED PLATE ELEVATION.
2
M A X
5 "
1'-0" MAX 1'-0" CLR, MIN
E Q
E Q
CL OPNG
R 1 1/8" MIN
NOTE:
1. MAX (2) OPENINGS AT MIDSPAN OF BEAM
2. LENGTH = 2'-0" MIN AT WF BEAMS, 1'-0" MIN AT HSS BEAMS
E Q
E Q
CL OPNG
ø 5" MAX
NOTE 2
TYPE B
TYPE A
1
1/4
1/4 T&B
HSS10x6x3/8
SEE PLAN FOR
COL SIZE AND
LOCATION.
FRAMING VARIES,
SEE PLAN
3/16 ES OF HSS
HSS10x4x1/4
HSS10x4 ROOF
BEAM
3
PL3/4 ES OF
COL, TYP
5/16
5/16 TYP
5/16 TYP
5/16
5/16 TYP
8 " T Y P
MAX
1/2"
5" TYP
5/16
(5/16) TYP
AT SIM EXTEND
SIDE PL AND
MATCH WELDS
M A X
5 "
1'-0" MAX 2'-0" CLR, MIN
CL OPNG
R 1 1/8" MIN
NOTES:
1. MAX (2) OPENINGS AT MIDSPAN OF BEAM
2. LENGTH = 2'-0" MIN AT WF BEAMS, 1'-0" MIN AT HSS BEAMS
E Q
E Q
CL OPNG
ø 5" MAX
NOTE 2
TYPE B
TYPE A
5 "
5 "
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
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K
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#
:
1
3
.
0
2
9
1
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S
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1
PR
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P
A
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:
P
D
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:
P
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PR
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T
M
A
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A
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:
S
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05/05/2015
5 /5 /2 0 1 5 8 :2 8 :0 2 A M
C :\P r o j \1 3 .0 2 9 1 -Z e k e l m a n -R S 1 3 _k e v i n h .r v t
S504
STEEL DETAILS
06.13.2014
NO SCALE 2 HSS BEAM TO HSS COL CONN 2
NO SCALE 1 TYP HSS TRELLIS BM CONN
NO SCALE 3 HSS GIRDER CONN AT TRELLIS
NO SCALE 4 HSS MOMENT CONN
NO SCALE 5 BEARING CONN AT TRELLIS
NO SCALE 6 HSS GIRT AT END OF CONC WALL
NO SCALE 7 W10x WEB OPNG
NO SCALE 8 HSS POST TO HSS BM
NO SCALE 9 DECK EDGE AT CLOSE COLUMNS
NO SCALE 10 COL TO COL DRAG
NO SCALE 11 HSS BM TO HSS COL MOMENT CONN
1
1
1
NO SCALE 12 HSS10x WEB OPNG
2
2
3
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
S E E A R C H
SEE ARCH
S E E A R C H E Q E Q
EQ EQ
SEE ARCH
WP, TYPICAL
1/4 8TYP
PL1/4x10 T&B
(3/16) 2-12
(3/16) 2-12
A
A
3/4"
8"xCONT AT
STRINGER
TYP
PL NOT SHOWN
T&B FOR CLARITY
1
(1/4) 11 1/2
TYP
ES OF HSS
1/4 3 1/2 TYP T&B
NOTES:
STAIR TREADS NOT SHOWN FOR CLARITY
GLASS GUARDRAIL AND
CONNECTION TO
STRUCTURE BY GLASS
SUPPLIER
CAP PL 3/8 AT
EACH TREAD
SEE ARCH
2" 5 1/2" 6 1/2" 1'-0" 2"
2 1 /2 "
3 1 /2 "
1 "
3 "
2'-4"
1 0 "
BASE PL 1 W/ (4) 3/4"
ANCHOR RODS. FOR
ADDNL REQTS, SEE
/3 S321
CAP PL 1/4
1/4
(3/16)
1/2"
A
A
2
PL1x10x1'-7
1/4 T&B
(3/16)
ES, PL TO
COL
(3/16)
(3/16)
TRIM FLANGE AT PL
(3/16) ES
A
A
1 "
(3/16)
(3/16)
A
PL1x7x1'-11"
(3/16)
1/4 T&B
(3/16)
ES, PL TO
COL
A
1 "
BEAM CONN PL PER
/11 S503
4
GRIND
SMOOTH
MITER CUT HSS
CORNER CONN
ES, GRIND
SMOOTH
T&B, GRIND
SMOOTH
COPE HSS
ES, GRIND
SMOOTH
T&B, GRIND
SMOOTH
1/4
1/4 TYP
PL3/8x2x6 CTR ON HSS, TYP
1/4 ES, TYP
2 1 /2 "
1/4
1/4
TYP
HSS 5x5x1/4
1 " M A X
S503
10 FOR ANGLE BRACE
AND CONN
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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1
3
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0
2
9
1
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1
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05/05/2015
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S505
STAIR DETAILS
06.13.2014
1" = 1'-0" 1 TREAD TO STRINGER CONN
1" = 1'-0" 2 STRINGER TO COL CONN
1" = 1'-0" 3 STAIR TREAD SECTION
1" = 1'-0" 8 STAIR B STRINGER BASE CONN 1" = 1'-0" 5 STAIR B STRINGER FLOOR CONN 1" = 1'-0" 11 STAIR B STRINGER MID CONN
NOT USED
1" = 1'-0" 6 CANTILEVER STAIR CONN 1" = 1'-0" 9 STAIR LANDING CONN AT SLAB
22
2
1" = 1'-0" 12 MAIN ROOF BRACE
3
3
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
WP
S510
4SEE FOR CONNECTION REQTS
Ø > 45°
2 " M A X
WP
Ø < 45°
1" MAX
1
WP
GUSSET PL 1/2
1/4 4
1/4 4
1/4 3-12
1/4 3-12
S500
12 WITH MAX # SC
BOLTS IN STD
HOLES
5/16
5/16
PL3/8 W/ (3) BOLTS
1 "
TYP
90°
T
Y
P
9
0
°
2 " M A X
Ø > 4 5 °
WP
Ø < 4 5 °
1" MAX
1 1 /2 "
1 /2 "
6"
6"
6 " M A X
1/2"
1 1/2".
1 1/2"
3" MIN, 6" MAX. ADD
BOLTS AS REQD TO
MEET SPACING
1
WP
Ø > 45°
1/4 3-12
1/4 3-12
2 " M A X
WP
Ø > 45°
1/4 3-12
1/4 3-12
1" MAX
T = 1". FOR ADDNL
REQTS SEE:
S510
4SEE FOR CONNECTION REQTS
GRID 7/F
4 1/2" 2"
3 "
5 "
4"
2"
/3 S321
WASHER PL 3/8x2x2
3/16
(2) SIDES
TYP
3/4"Ø ANCHOR ROD. TYP
GRID 5.3/G
4 1/2" 2"
5 "
3 "
4"
2"
2 " T Y P
GRID 4/H
3"
3 "
5 "
4 1/2"
2"
5" 4 1/2"
N N
N
GRID 8/E.2 N
(3) #4x @10" OC
BELOW BASE PL
4 '-0 "
(3) #4x @3" OC
BELOW BASE PL
4'-0"
(2) #4x @3" OC
BELOW BASE PL
4'-0"
GRID 4/B N
3 "
5 "
3" 4 1/2" 6 1/2" 4 1/2" MIN
2"
GRID 6/A N
(3) #4x @10" OC
BELOW BASE PL
4 '-0 "
(3) #4x @3" OC
BELOW BASE PL
4'-0"
GRID 7/A N
3
BASE PL1. FOR ADDNL
REQTS SEE: /3 S321
WASHER PL 3/8x2x2
GRID 7/C
2" 4 1/2" 4 1/2" 2"
4 "
4 "
(2) #4x @6" OC
IN WALL BELOW BASE PL
4 '-0 "
N
3
WP
1/4
1/4
S510
4SEE FOR CONNECTION REQTS
1" MAX
2
S322
2
1/4
1/2" RET
ES
1/4
3" RET
ES
PL3/8x6x6
PL1/2x8x1'-0 W/
(4) 3/4"Øx6" HAS
THUS:
2" TYP
3 " T Y P
SEE S510
12 FOR ADDNL CONN REQTS
WP
T
Y
P
9
0
°
1" MAX
T Y P
9 0 °
1
S510
4SEE FOR CONNECTION REQTS
WP
1" MAX
10
S321
OH
SIM
1/4
1/4
1 " 1 "
6 "
6 "
6 "
2 "
PL3/4x1'-10x1'-2 w/
(8) 3/4"Øx6" HAS
AND (3) #6 (A706)
S510
4
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
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2
9
1
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S510
BRACED FRAME
DETAILS
12.09.2013
NO SCALE 5 BRACED FRAME CONNECTION - ABOVE
NO SCALE 4 BRACED FRAME CONNECTION - BELOW
NO SCALE 12 BRACED FRAME CONNECTION - BASE
NO SCALE 7 COL BASE PLATE - LATERAL NO SCALE 10 BRACED FRAME CONN AT CONC WALL
NO SCALE 8 GRID 4/B AND 4/H BASE NO SCALE 11 BRACED FRAME CONNECTION -
BELOW w/ BM THRU COL
1
NO SCALE 3 BRACED FRAME CONN AT FACE OF
WALL
1
1
2
3
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
NOTES:
1. COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING
OPERATIONS FOR CONCRETE SURFACES.
2. INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) WHERE POSSIBLE
3. DECK DESIGN IS SIZED BASED UPON THE FOLLOWING MAXIMUM CONDITIONS:
a. WET WEIGHT OF CONC = 145 PSF NORMAL WEIGHT
b. DECK DEFLECTION = 3/4"
c. AVERAGE SLAB THICKNESS INCREASED BY 1/2" FOR LEVELING
d. CONST LIVE LOAD = 20 PSF. IF CONST LIVE LOAD WILL EXCEED 20 PSF, THEN CONTR SHALL DESIGN
DECK FOR INCREASED LOADING
4. DECK TYPE 'VLJ' MAY BE SUBSTITUTED FOR DECK TYPE 'VLI'
5. NO TEMPORARY SHORING OF STEEL DECK PERMITTED WITHOUT PRIOR ACCEPTANCE OF THE ENGINEER
6. HANGERS WITH A 50 POUND MAXIMUM LOAD MAY BE PLACED AT 4'-0" MINIMUM SPACING EACH WAY.
DECK CONNECTION SCHEDULE
PERP SUPPORT MEMBERS PARALLEL SUPPORT MEMBERS SIDELAPS TYPE
A
CONNECTION PATTERN
3/4"Ø PUDDLE WELDS 36/4
CONNECTION PATTERN
3/4"Ø PUDDLE WELDS 12" OC
CONNECTION PATTERN
#10 SCREW 3'-0" OC
B 5/8"Ø PUDDLE WELDS 36/7 5/8"Ø PUDDLE WELDS 12" OC #10 SCREW 5 / SPAN
C 5/8"Ø PUDDLE WELDS 24/4 5/8"Ø PUDDLE WELDS 12" OC #10 SCREW 5 / SPAN
D -- -- -- -- -- --
1.5 (B, VL) DECK
36/7 PATTERN:
36/4 PATTERN:
3N DECK 24/4 PATTERN:
INDICATES CONNECTION
LOCATION, TYP
36" COVERAGE
24" COVERAGE
TYP FASTENER LAYOUT AT PERP SUPPORT
PARALLEL
SUPPORT CONN
PARALLEL
SUPPORT
BELOW
PERP SUPPORT
BELOW
D E C K S P A N
EDGE OF MTL DECK
SHEET, TYP
SIDELAP
CONNS
PERP SUPPORT
CONN, EACH
SHEET AT
COMPOSITE
LAP ENDS OF
ROOF AND
FORM DECK
SHEETS 2" UNO,
BUTT ENDS OF
COMPOSITE
DECK SHEETS
DECK CLOSURES AS
REQUIRED
TYP DECK CONNECTIONS
NOTES:
1. COMPOSITE METAL DECK SPECIFIED IS MANUFACTURED BY VULCRAFT. ALTERNATE COMPOSITE METAL DECK
MAY BE SUPPLIED PROVIDED MINIMUM DECK PROPERTIES ARE SATISFIED.
2. COMPLY WITH ANSI/SDI STANDARDS IN SDI PUBLICATION NO. 31 FOR FABRICATION AND INSTALLATION OF
METAL DECKING.
3. PROVIDE DECKING WITH G60 ZINC COATING UNLESS NOTED OTHERWISE.
#4x5'-0" @1'-6" TOP
AT GIRDER OR
DIRECTION CHANGE
DECK
CLOSURES
BY DECK
SUPPLIER
SIDELAP
CONNECTION PER
CONNECTION
SCHEDULE
PARALLEL SUPPORT
CONNECTION PER
CONNECTION
SCHEDULE
C L R
3 /4 " M I N
1 " C L R
C O V E R
1 " M I N
WWR. SEE DECK SCHED
NOTES:
1. SEE ARCH & MECH FOR CURB LOCATIONS & DIMENSIONS
#4x @12"
(2) #4xCONT T&B
~
~
TYPICAL
POST-INSTALLED REBAR OPTION
ADHESIVE ANCHOR
LTS
#4x @12"
6"
SEE ARCH
CONTR COORD
SEE ARCH
CONTR COORD
L3x3x1/4
DECK SPAN
TYP
AT INTERIOR COLUMN
3 "
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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2
9
1
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S530
TYP METAL DECK
DETAILS
09.09.2013
NO SCALE 8 METAL DECK SLAB SCHEDULE
METAL DECK SLAB SCHEDULE
SLAB MARK
DECK CONCRETE
MAX
UNSHORED
CLEAR SPAN
MIN DECK
GAGE,
1-SPAN
MIN DECK
GAGE, 2
SPAN OR
MORE
MAX DECK
CANTILEVER
DECK CONN
TYPE (SEE
SCHED)
DECK
DIAPHRAGM
SHEAR (PLF) REMARKS TYPE
DEPTH
(IN)
CONC ABOVE
DECK (IN)
TOTAL
THK (IN)
CONC TYPE (SEE
GEN NOTES) SLAB REINF
1.5VLI2A 1.5 VL 1 1/2 2 3 1/2 TYPE 5 (NWC) 6x6-W2.9xW2.9 WWR 7'-6" 16 20 - A -- --
1.5VLI3A 1.5 VL 1 1/2 3 4 1/2 TYPE 5 (NWC) 6x6-W2.9xW2.9 WWR 7'-6" 16 20 2'-0" A -- --
1.5VLI3V 1.5 VL 1 1/2 2 MIN, 3 MAX 3 1/2 MIN,
4 1/2 MAX
TYPE 5 (NWC) 6x6-W2.9xW2.9 WWR 7'-6" 16 20 - A -- --
1.5VLI3.5V 1.5 VL 1 1/2 2 MIN, 3 1/2 MAX -- TYPE 5 (NWC)6x6-W2.9xW2.9 WWR 6'-6" 16 20 - A -- --
1.5VLI5V 1.5 VL 1 1/2 2 MIN, 5 MAX 3 1/2 MIN,
6 1/2 MAX
TYPE 5 (NWC) 6x6-W2.9xW2.9 WWR 6'-6" 16 20 - A -- --
1.5VLI6V 1.5 VL 1 1/2 2 MIN, 6 MAX 3 1/2 MIN,
7 1/2 MAX
TYPE 5 (NWC) 6x6-W2.9xW2.9 WWR 6'-6" 16 20 - A -- --
1.5B 1.5B 1 1/2 -- -- -- -- 5'-0" 18 20 - B 550 --
METAL DECK PROPERTIES
DECK
TYPE DE
C
K
D
E
P
T
H
(
I
N
)
DE
C
K
G
A
G
E
DE
C
K
F
Y
(
K
S
I
)
DE
C
K
U
S
A
G
E
I
(
I
N
^
4
/
F
T
)
S
P
O
S
(
I
N
^
3
/
F
T
)
S
N
E
G
(
I
N
^
3
/
F
T
)
MINIMUM DECK
BEARINGS (IN)
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
1.5VL 1.5 20 50 COMPOSITE 0.186 0.224 0.231 2 4
1.5VL 1.5 18 50 COMPOSITE 0.272 0.311 0.324 2 4
1.5VL 1.5 16 40 COMPOSITE 0.373 0.404 0.411 2 4
1.5B 1 1/2 22 33 ROOF 0.155 0.186 0.192 1 1/2 3
1.5B 1 1/2 20 33 ROOF 0.201 0.234 0.247 1 1/2 3
1.5B 1 1/2 18 33 ROOF 0.289 0.318 0.327 1 1/2 3
3N 3 22 33 ROOF 0.770 0.382 0.433 1 1/2 3
3N 3 20 33 ROOF 0.960 0.501 0.552 1 1/2 3
3N 3 18 33 ROOF 1.330 0.688 0.749 1 1/2 3
NO SCALE 3 TYP METAL DECK AT GIRDER NO SCALE 6 TYP CONC CURB AT SLAB EDGE NO SCALE 9 MTL DECK SUPPORT AT COL
1
1
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CONFORMED SET 05.05.2015
EDGE OF
SLAB
(2) #4 TYP
NOTES:
1. DECK OPNGS REQUIRE STIFFENERS OR FRAMING. SEE DECK OPNG DETAILS
2. CENTER BARS IN SLAB ABOVE METAL DECK
HOOK BARS IF NOT POSSIBLE
TO ACHIEVE 2'-0" EXTENSION
BEYOND EDGE OF OPNG
2" CLR, TYP'2'-0" TYP
TRIM REINFORCING
PLAN VIEW
GIRDER
C8x11.5 TYP
1 1/2" TYP
~
10'-0" MAX
6 '-0 " M A X
L8x4x3/4x8 LLV,
CNTR CHANNEL
WEB ON ANGLE
SIM AT HSS
CONN OPTIONS TO STEEL
~~MTL POUR STOP
BY DECK MNFR
3/16
3/16 TYP
1/4
3/16
3/16
TO CONCRETE
L3x3x1/4x9 W/ (2)
3/4"Øx4 3/4" EMBED
EXP ANCHORS
6 "
3/16 3 SIDES
STEEL BEAM
OR CONC WALL
PL 3/8
AT OPENINGS LARGER THAN 10"
~
B
1 0 " Ø O R
1 0 " S Q M A X
#5 T&B ES
(2) #5@3"
CTR ES
NOTES:
1. PLACE SLEEVE ON DECK PRIOR TO CONCRETE PLACEMENT
2. DO NOT CUT METAL DECK UNTIL CONC HAS REACHED DESIGN STRENGTH
3. 2"Ø SLEEVES DO NOT REQUIRE TRIM STEEL (6" MIN SPACING)
4. MULTIPLE OPENINGS PERP TO DECK SPAN CLOSER THAN MIN SPACING SHALL BE
CONSIDERED A SINGLE OPENING AND REINFORCED PER 'TYPICAL OPENING' DETAIL.
5. PROVIDE REINFORCING BETWEEN MULTIPLE OPENINGS PARALLEL TO DECK SPAN
SLEEVE, TYP
3x DIA OF LARGER
2 '-0 " T Y P
E X T E N D B A R S
2 " T Y P
2" TYP D E C K S P A N
MAX
10"
NOTE 4
NOTE 5
AT OPENINGS 10" OR LESS
CUT 2 VERT
RIBS MAX
DRAIN BODY OR DECK
CLOSURE
DRAIN FLASHING
(IF REQD)
C4x5.4x4'-0 ES OF
OPNG
(IF REQD)
1' MAX TO EDGE
OF FLASHING
NOTES:
1. DECK MAY BE CUT PRIOR TO SLAB POUR
2. IF DRAIN FLASHING EMBED IN SLAB IS REQUIRED, FLASHING SHALL
NOT EXTEND OVER THE TOP OF COMPOSITE BEAMS
3. PROVIDE BACK UP BARS IF REQD FOR DECK WELDING
MAX OPNG
1'-2"x1'-2" 1" MIN
1 1 /2 " M I N
1/8 1
1/8 1
ES OF
CHANNEL
AT EACH
HIGH FLUTE
AT FLOOR DRAIN
A
A B
A
MTL POUR STOP,
SEE TABLE
OVERHANG TOTAL SLAB
DEPTH
16 GA
≤ 3"
14 GA
≤ 6"
12 GA
≤ 9"
3/16"
≤ 12"
4 1/2" MAX
MTL POUR STOP THICKNESS
OVERHANG UP TO 12"
1 1/2-6
MTL POUR STOP BY
DECK MNFR TO
SUPPORT WET
WEIGHT OF CONC
(14 GAGE MIN)
SLAB SCHEDULE, SEE
MAX DECK CANTILEVER
PER METAL DECK
T Y P
1 " C L R ,
#4xCONT
#4x @12"
AT DECK PERPENDICULAR
S530
8
SKEW HOOK
AS REQ'D
TO PROVIDE
CLR COVER
A
SLAB REINF, SEE
METAL DECK SLAB
SCHED
3" MAX
A
OVERHANG
2" MIN
LTS
GLASS GUARDRAIL
ATTACHMENT TO SLAB
EDGE BY SUPPLIER. HORIZ
AND VERT LOAD ONLY.
CONN AT TOP
BENT PL 1/4x
x CONT W/ 1/2"Øx3-0" DAS
AT 12" OC AND 3" FROM EE
4 1 /2 "
4 1/2"
1 " C L R
1 1/2"
(5/32)
1/4 TYP EE
A
A
TYP
EE
#4xCONT, TYP
12 GA DECK
CLOSURE
3'-0" #4x
3'-0"
@12"
SEE PLAN
3 " M A X
3/16 2-12
3/16 2-12
MC10x6.5 ALIGN
w/BEAM WEB
#4xCONT, TYP
3'-0" #4x
3'-0"
@12"
SEE PLAN
1/4
L4x4x5/16xCONT 1/4 ES, TYP
1/4
1/4 ES, TYP
G
3"
12 GAGE DECK
CLOSURE
-
SEE PLAN 1" PL1x4xCONT TO
END OF BEAM
5/16 2-12
5/16 2-12
WWR. SEE
DECK SCHED
#4x5'-0"@ 1'-6" OC
FLG EXTENSION PL
PER
AT COL TRANSFERS
/2 S503
PL1x2 WELDED TO FLG
EXTENSION PL AT DECK
BEARING
A
A
T/STEEL = SEE PLAN
-
SEE PLAN PL1x2 1/2xCONT
TO END OF BEAM
5/16 2-12
5/16 2-12
WWR. SEE
DECK SCHED
#4x5'-0"@ 1'-6" OC
T/STEEL = SEE PLAN
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
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3
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2
9
1
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5 /5 /2 0 1 5 8 :2 8 :1 1 A M
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S531
METAL DECK
DETAILS
12.09.2013
NO SCALE 5 TYP METAL DECK SLAB OPENINGS
NO SCALE 6 TYP INT SLAB EDGE
NO SCALE 7 INT SLAB EDGE AT END OF STAIR
NO SCALE 8 TYP SLAB STEP - DECK PARALLEL
NO SCALE 12 SLAB STEP - DECK PARALLEL AT
ROOF NO SCALE 9 SLAB STEP - MAIN LEVEL A
1
NO SCALE 10 SLAB STEP AT BALCONY
NO SCALE 11 SLAB STEP AT BALCONY - 2
1
1
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CONFORMED SET 05.05.2015
1/2"Ø DAS @ 12" OC
BENT PL 5/16xCONT,
HDG
L8x6x5/8xCONT LLH.
TRIM LEG AS REQ'D
FOR FINISHES
1/8 4
1/8 1RET TOP
3/16 2-12
SEE PLAN
2" MIN
LTS
1 " C L R
#4x9'-0" @ 12" OC,
CTR IN SLAB
SOFFIT STONE CONN
BY STONE SUPPLIER
3/8" MAX
1" MIN
1"
SEE ARCH
CONCEALED CONN
BY STONE SUPPLIER
1 " C L R
ADJUSTABLE
ANGLE/BENT PL
1/4xCONT
1/2"Ø DAS @ 24" OC 3/16 2-12
(2) #4xCONT UNO
DECK ORIENTATION
VARIES
8" 2"
3" MAX LTS
SLAB REINF, SEE METAL
DECK SLAB SCHED
2" MIN
SEE PLAN
3/16 2-12
DECK ORIENTATION
VARIES
SLAB REINF, SEE METAL
DECK SLAB SCHED
1/2"Øx3'-0" DAS @
1'-0" OC
3/8" BENT PL
1500 LB (ULT) MAX. CONN
BY WINDOW SUPPLIER,
WIND LOAD RXN AT
MULLION.
DO NOT HANG CURTAIN
WALL FROM SLAB EDGE.
2" MIN
1 " C L R
HOOK BARS AT
SLAB STEP,
TYP
CONT BAR 6"
OVER ADJACENT
BM CL
#4xCONT CTRD
IN SLAB
(2)#4 BELOW
CONT BARS, TYP
2" TYP
2 " T Y P
S P A C I N G
2 '-6 " M I N
O P E N I N G
2 '-6 " M A X
6" MAX
2" TYP
2" MIN TO BM FLG
A
A
6" TYP
SEE
FOR PL WELDS TO
HSS AND BM WEB
/7 S502
1/4
1/4 NS PL
1/4 FS PL
(2) SIDE PL1/4
7 "
5 1/4"
MIN DECK BEARING
PER SCHED
2 5/8"
(3) 3/4"Ø SHEAR STUDS
CTR'D ON HSS STRUT
CONN
T Y P
3 "
SS PL1/2x6xCONT w/
1/2"Ø SS ALLTHREAD
EPOXY ANCHOR @ 12" OC
GUARDRAIL SHOE,
SEE ARCH
1 1/2" 1 1/2" SHOE ATTACHMENT
TO PLATE PER MNFR
3/16 2-12
3/16 2-12
BENT PL 1/4"
SEE PLAN
S531
6
C6x8.2 3/16 2-12
3/16 2-12
6
SEE PLAN
TOS = SEE PLAN
PL1/2x3xCONT
1
NO SLAB AT SIM
(3/16) 2-12
3/16 2-12
BENT PL 3/16"
SEE PLAN
L3x3x1/4xCONT
3/16 2-12
3/16 2-12 NO LOWER DECK
CONN AT SIM
#4@1'-0" OC, w/ STD
HOOK AT TOP. CTR IN
WALL
L T E
#4xCONT
DECK CLOSURE BY
DECK SUPPLIER
1 " C L R
L4x3x1/4 CONT
3/16 2-12
3/16 2-12
#4xCONT, TYP
#4x @12" OC
3'-0"
3'-0"
STAINLESS STEEL
PL1/2x6xCONT w/1/2"Øx2"
HAS @24"OC, COORD
LOCATION w/ PLATFORM
MNFR
TOPPING SLAB, SEE ARCH
REACTION ANGLE AND
CONN TO CONC BY LIFT
SUPPLIER
5.5k
1 0 k
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
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N
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S
:
K
H
/
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P
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D
:
MM
J
O
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
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E
R
:
S
M
05/05/2015
5 /5 /2 0 1 5 8 :2 8 :1 3 A M
C :\P r o j \1 3 .0 2 9 1 -Z e k e l m a n -R S 1 3 _k e v i n h .r v t
S532
METAL DECK
DETAILS
12.09.2013
NO SCALE 3 SLAB EDGE AT STONE SUPPORT
NO SCALE 1 TYPICAL EXTERIOR SLAB EDGE
NO SCALE 2 TYP SLAB EDGE AT CURTAINWALL
NO SCALE 6 SLAB REINF AT DIFFUSER OPENINGS
NO SCALE 7 HSS STRUT AT SKYLIGHT
NO SCALE 8 GUARDRAIL EMBED
NO SCALE 9 NARROW ROOF EDGE
NO SCALE 10 DECK SUPPORT AT LOW BM
NO SCALE 12 SLAB EDGE @ ELEVATOR SHAFT
NO SCALE 4 TOW AT SLAB ON MTL DECK
1
NO SCALE 5 SKYLIGHT EDGE BEAM
1
1
NO SCALE 11 SLAB STEP AT RAMP
2
2
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
CONFORMED SET 05.05.2015
3/16 2-12
3/16 2-12 TYP
L3x3x1/4x CONT, TYP
B/DECK = SEE PLAN
S541
12
S532
1
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
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R
:
S
M
05/05/2015
5 /5 /2 0 1 5 8 :2 8 :1 4 A M
C :\P r o j \1 3 .0 2 9 1 -Z e k e l m a n -R S 1 3 _k e v i n h .r v t
S533
METAL DECK
DETAILS
10/27/14
NO SCALE 1 ROOF DECK AT TRELLIS
1
NO SCALE 2 B MECH SHAFT ROOF SLAB EDGE
2
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
1 2 " M A X
0.145"Ø PAF @ [12"] OC
STAGGER
[X"] DEFLECTION GAP
[X00T300-68] DEFLECTION
TRACK TO MATCH STUD
DEPTH
BRIDGING OPTION "1" OR "3"
REQD AT THIS LOCATION
1 2 " M A X
HEADER AND SILL SCHEDULE
OPNG WIDTH
AND TYPE
HEADER
10'-0" N/A
SILL
(2) 600T125-43
TYPICAL AREAS
JAMB STUDS
BLOCK STUD,
MATCH WALL
STUDS x 6" LONG
L2x2x14 GA x STUD
DEPTH W/(8) #10 TEK
SCREWS, 4 SCREWS
TO JAMB, 4 SCREWS
TO SILL
(6) #10 TEK SCREWS
SILL TRACK, MATCH
GAGE OF WALL STUD
ABOVE
SILL, SEE
SCHEDULE
(2) #10 TEK
SCREWS @ 12"
OC
AT SILL
1/8 1 1/2-12
1/8 1 1/2-12 3" LONG
WELD EA
END
JAMB STUDS
OPTION A
OPTION B
#10 TEK SCREW
@ 12" OC TYP
PROVIDE TRACK EA
SIDE OF JAMB PACK
TYPICAL
JAMB STUDS
1/8 1 1/2-18
JAMB SCHEDULE
MAX OPNG WIDTH JAMB STUDS
7'-0" (2) 600S162-54
12'-0" (2) 600S200-68
HSS @ SIM
600S162-43 @24" OC MAX
STIFF CLIP EE, TYP
HSS GIRT, SEE PLAN
600S METAL STUD
INFILL
250S METAL STUD
INFILL AT WF BEAM
SEE PLAN
HSS12X6 GIRT
HSS14X6 STRINGER
HORIZ JOINT BELOW RELIEF
ANGLE TO ALLOW FOR 3/8"
VERT DEFLECTION
CONCEALED CONNECTION
BY STONE SUPPLIER
BENT PL5/16x1'-4" (MIN).
CTR ON VERT STONE
JOINT. HDG
SEE ARCH
1 1 /2 " M I N
4 1 /2 "
1 1 /2 " M I N
1/4"
VERT LEG IS UP
OR DOWN
1" MIN
1/4
(3/16)
VERT SLIP CONN
3/8" BENT PL
S541
1
RXN = 1.22 k (ULT)
@ STONE
ATTACHMENT
VERT SLIP CONN
HORIZ STUD
RIGID CONN
(2)600S350-68 AT
STONE ATTACHMENT
S541
1
VERT SLIP CONN
RIGID CONN
2
VERT LEG IS UP
OR DOWN
1" MIN
1/4
(3/16)
CONCEALED CONNECTION
BY STONE SUPPLIER
HORIZ JOINT BELOW RELIEF
ANGLE TO ALLOW FOR 3/8"
VERT DEFLECTION
SEE ARCH
1/4"
BENT PL5/16x1'-4" (MIN).
CTR ON VERT STONE
JOINT. HDG
1 1 /2 " M I N
4 1 /2 "
1 1 /2 " M I N
1/4"
PL3/8x1'-4" (MIN). CTR
ON VERT STONE JOINT
1/4
1/4
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
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N
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:
K
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P
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D
:
MM
J
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
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:
P
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J
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:
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05/05/2015
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S541
TYP METAL STUD
DETAILS
12.09.2013
NO SCALE 1 TYP CF VERT DEFLECTION CONN
NO SCALE 2 TYP CF HEADER
NO SCALE 3 TYP CF JAMB SCHEDULE
NO SCALE 4 SOFFIT FRAMING AT MASTER
BALCONY
NO SCALE 5 STUD INFILL AT WF BM
NO SCALE 7 STAIR B EXT WALL
NO SCALE 6 WEST GARAGE WALL GIRT
NO SCALE 8 ROOF EDGE AT WEST CHIMNEY
NO SCALE 9 SILL AT LIVING ROOM WINDOW SOUTH
NO SCALE 10 SOFFIT AT LR NORTH
NO SCALE 11 SOFFIT/PARAPET AT MASTER ROOF
NO SCALE 12 STONE SUPPORT AT WF BEAM
1
1
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
S540
9
S541
1
S532
1 4"
4"
MAIN (A)/BEDRO0M (B) LEVEL
110'-0"
MASTER LEVEL A
120'-6"
E
S541
1
S532
2
362S162
S532
14
MAIN LEVEL A
110'-0"
99'-6"
BEDROOM (A)
T/LEDGE
COORD W/
LANDSCAPE
AND ARCH
S532
3
S541
9
S532
5
BEDROOM LEVEL A
99'-6"
MASTER LEVEL A
120'-6"
H
MAIN LEVEL A
110'-0"
S541
5
S530
6
S312
9
MAIN LEVEL B
127'-0"
E
S530
6
S541
6
2 1 /2 "
2 1 /2 "
1/4
1/4
E
3/4"Ø THREADED ROD WELDED
ON HSS CL, TYP
L7x4x3/8 x0'-6" LLV, W/
(2) 1 1/4"Ø HOLES
CTRD ON HSS
SEE
FOR ADDNL INFO
ON GARAGE POST
/6 S322
(2) 1/2"Ø THRU
BOLTS AT BASE PL
PER /6 S322
1 "
WASHER PL 1/4x3x0'-5 1/2 W/
STD HOLES ON WASHER PL
1/4x3x0'-5 1/2 W/ 13/16"x1 1/4"
VERT SLOTTED HOLES
WELDED TO ANGLE
1/4
1/4 WASHER TO
ANGLE
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
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E
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S
:
K
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:
MM
J
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#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
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R
:
P
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PR
O
J
E
C
T
M
A
N
A
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:
S
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05/05/2015
5 /5 /2 0 1 5 8 :2 8 :1 9 A M
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S550
EXTERIOR WALL
DETAILS
12.09.2013
3/4" = 1'-0" 3 HIGH ROOF STEP
1/2" = 1'-0" 5 WEST CURTAINWALL SECTION
1/2" = 1'-0" 9 SUNKEN GARDEN WALL SECTION 1/2" = 1'-0" 12 BBQ TERRACE WALL SECTION
1/2" = 1'-0" 2 WEST GARAGE WALL SECTION
1" = 1'-0" 6 GARAGE POST 2
1
1
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015