5 of 056 - S000 - General Notes Rev 01 2021-07-13 (Q13).pdf

TCX TOP CHORD EXTENSION

E0S EDGE OF SLAB

OUT TO OUT

OUTSIDE DIAMETER

OUTSIDE FACE

ON CENTER

OPENING

PLATE

OPPOSITE

OPEN WEB

POWDER ACTUATED FASTENER

POUNDS PER LINEAL FOOT

RADIUS

REFERENCE

RIGHT

RADIUS POINT

ROOF TOP UNIT

REVISION

RETURN

REINFORCEMENT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PROJECTION

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OPNG

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PAF

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APPROXIMATE

APPROVED

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ADJACENT

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ABOVE FINISHED FLOOR

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REF

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BRIDGING

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CONTROL JOINT

CIRCULAR

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CONCRETE MASONRY UNITS

CENTER TO CENTER

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SLAB BOLSTER

STEP FOOTING

SPECIFICATIONS

SCHEDULE

SECTION

SIMILAR

SLEEVE ANCHOR

STEEL

STAINLESS STEEL

STANDARD

STIFFENERS

SPACING,ES

SQUARE

SHORT SLOTTED HOLES

TOP OF

SYMMETRICAL

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TIE COLUMN

TYPICAL

TUBE STEEL

TRANSVERSE

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UNLESS NOTED OTHERWISE

SB

SA

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STIFF

STL

STD

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CTRD

COORD

CONTR

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DOUBLE

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DBL

DIA

DIM

DIAG

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CONSTRUCTION

COORDINATE

CONTINUOUS

CONTRACTOR

CENTERED

DIMENSION

DIAGONAL

DIAMETER

CONNECTION

CONCRETE

SYMM

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EACH FACE

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ENGINEER

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SCHED

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WITH

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WELDED WIRE MESH

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FEET

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FRMG

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EXTERIOR

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FILLED CELL

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FOUNDATION

FINISHED FLOOR

EACH SIDE

GAUGE

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GA

GALV

HORIZ

HEIGHT

INCH

HSB

HT

IF

IN

ID

HSA

HORIZONTAL

GALVANIZED

INSIDE DIAMETER

INSIDE FACE

HIGH STRENGTH BOLT

HEADED STUD ANCHOR

FIELD VERIFY

EQUIVALENTEQUIV

SOUTHS

INTERIOR

LONG

POUND

INCL

INT

LL

LG

LB

LIGHT

LLV

LLH

LONG

LTWT

LT

LSL

LLBB

INCLUDE, ING

LIVE LOAD

LIGHTWEIGHT

LONGITUDINAL

LONG LEG BACK TO BACK

LONG SLOTTED HOLES

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MINIMUM

MIDDLE

MAX

MAS

MECH

MID

MIN

MFR

MEZZ

NOMINAL

NUMBER

NORTH

MJ

MISC

MO

NOM

NO

NIC

N

MANUFACTURER

MEZZANINE

MECHANICAL

MAXIMUM

MASONRY

MASONRY JOINT

MISCELLANEOUS

NOT IN CONTRACT

MASONRY OPENING

NTS

NS

NOT TO SCALE

NEAR SIDE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

ABBREVIATIONS:

JOIST BEARING ELEVATIONJBE

DECK BEARING ELEVATIONDBE

1. FOUNDATION DESIGN VALUES:

ALLOWABLE BEARING CAPACITY 2000-PSF (FROM EXIST AS-BUILT

DWG'S)

2. GRAVITY LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC-2015

LIVE LOADS:

GRATING 150-PSF

ROOF LIVE LOADS:

FLAT ROOF 30-PSF

GROUND SNOW LOADS:

SNOW 5-PSF

DEAD LOADS:

ACTUAL MATERIAL WEIGHTS PER ASCE 7-10, SEE

ARCHITECTURAL DRAWINGS FOR ROOF, WALL, AND FLOOR

CONSTRUCTION

3. SEISMIC DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC-2015

Ss = 1.50 g S1 = 0.50 g Sds = 1.00 g Sd1 = 0.50 g

SITE CLASS: "D" (ASSUMED)

BUILDING RISK CATEGORY: "IV"

IMPORTANCE FACTOR: Ie = 1.5

SEISMIC DESIGN CATEGORY: "D"

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD

SEISMIC FORCE RESISTING SYSTEM:

-ORDINARY REINFORCED MASONRY SHEAR WALLS

RESPONSE MODIFICATION FACTOR: R = 2

DEFLECTION AMPLIFICATION FACTOR: Cd = 1.75

SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2.5

-ORDINARY STEEL CONCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION FACTOR: R = 3.25

DEFLECTION AMPLIFICATION FACTOR: Cd = 3.25

SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2

ALLOWABLE INTERSTORY DRIFT: 0.02 Hsx

4. WIND LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC -2015

V = 154 mph (3-sec gust)

BUILDING RISK CATEGORY: "IV"

IMPORTANCE FACTOR: I = 1.00

EXPOSURE CATEGORY: "C"

ENCLOSURE CLASSIFICATION: OPEN

WIND DIRECTIONALITY FACTOR: Kd = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 VELOCITY EXPOSURE COEFFICIENT: Kz = 0.85 VELOCITY PRESSURE (ULTIMATE): q(ult) = 43.87-PSF VELOCITY PRESSURE (ASD): q(asd) = 26.32-PSF

INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18

ALLOWABLE INTERSTORY DRIFT: 0.0025 Hsx

STRUCTURAL DESIGN CRITERIA GENERAL NOTES

1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT MANUAL, AND ALL SHOP DRAWING SUBMITTALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND

ALL OTHER COORDINATION ISSUES WITH OTHER TRADES.

3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL

DETAILS THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID

FOR THE MORE COSTLY CONDITION.

4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT

SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY

CONDITION.

5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES SHALL BE REPEATED.

6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.

7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING

CONSTRUCTION

9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP

DRAWINGS WHICH MAY AFFECT THE STRUCTURAL WORK.

10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.

11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING

SUBMITTAL FOR APPROVAL.

12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

APPROVAL.

13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCED TO A GROUND FLOOR FINISHED SLAB ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED

SLAB ELEVATION.

14. ALL EXTERIOR COMPONENTS ARE SUBJECT TO COMPONENTS AND CLADDING LOADING AS DIRECTED BY THE IBC. IT IS THE G.C. AND COMPONENT MANUFACTURER'S RESPONSIBILITY TO ENSURE ALL COMPONENTS HAVE BEEN DESIGNED AND/OR TESTED TO MEET THE COMPONENTS AND CLADDING LOADING SPECIFIC TO

THIS SITE AS REQUIRED BY THE IBC.

STRUCTURAL STEEL FRAMING

1. ALL STRUCTURAL STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL

STEEL FRAMING".

2. ALL STRUCTURAL STEEL FRAMING AND ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING SHALL

CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL STEEL FRAMING".

3.

4. ALL STRUCTURAL STEEL ERECTION SHALL COMPLY WITH AISC 360-10 AND AISC 303-10.

5. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

6. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL SUPPORT OF THE

STRUCTURAL STEEL UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEM IS COMPLETED.

7. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER'S SPECIAL INSPECTOR FOR

PRE-INSTALLATION VERIFICATION OF SLIP CRITICAL BOLT TIGHTENING PROCEDURES.

8. FIELD TESTING AND INSPECTION OF STRUCTURAL STEEL MATERIALS AND STRUCTURAL STEEL

INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE

OWNER, AND SHALL BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

FIELD WELDING

1. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL STEEL FRAMING"

FOR WELDING STRUCTURAL STEEL FRAMING

2. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 052100-"STEEL JOIST FRAMING" FOR

WELDING STEEL JOIST FRAMING

3. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 053100-"STEEL DECKING" FOR WELDING

STEEL DECKING

4. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 054000-"COLD FORMED METAL FRAMING", 054100-"ENGINEERED COLD FORMED METAL FRAMING", AND 054400-"ENGINEERED COLD FORMED METAL

TRUSSES" FOR WELDING COLD FORMED MEMBERS

5. ALL FIELD WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE-STEEL" AND

AWS D1.3, "STRUCTURAL WELDING CODE-SHEET STEEL", LATEST EDITIONS.

6. ALL FIELD WELDING SHALL BE IN STRICT ACCORDANCE WITH WRITTEN WELD PROCEDURE (WPS) FOR THE

GIVEN WELD CONDITION

7. REPAIR ALL DAMAGED GALVANIZING, PRIMER OR PAINT ONCE WELDING IS COMPLETE

8. ELECTRODES SHALL BE STORED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.

9. ALL PERSONNEL COMPLETING FIELD WELDS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS TO PERFORM

THE GIVEN WELD.

10. FIELD TESTING AND INSPECTION OF FIELD WELDING MATERIALS AND FIELD WELDING SHALL BE COMPLETED

BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN ACCORDANCE

WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

POST INSTALLED STRUCTURAL ANCHORS

1. ALL POST INSTALLED STRUCTURAL ANCHORS SHALL CONFORM TO SPECIFICATION SECTION 050520-"POST

INSTALLED STRUCTURAL ANCHORS"

2. NOTED EMBEDMENT DEPTHS ARE FROM FACE OF CMU OR FACE OF CONCRETE

3. ALL INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DATA AND THE

ASSOCIATED ICC REPORT.

4. ALL PERSONNEL INSTALLING ANCHORS SHALL HAVE ATTENDED INSTALLER TRAINING PER THE

SPECIFICATIONS

5. FIELD TESTING AND INSPECTION OF POST INSTALLED ANCHOR MATERIALS AND POST INSTALLED ANCHOR

INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE

OWNER, AND SHALL BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

CONTRACTOR NOTES

1. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED, G90 FINISH. THIS SHALL

ALSO INCLUDE TUBES, CHANNELS, AND ANGLES. THE G.C. SHALL PROVIDE TOUCH-UP

COATINGS AS REQUIRED AT LOCATIONS OF SCRATCHES, WELDS, AND ANY OTHER DAMAGED

OR UNCOATED AREAS DUE TO A CONNECTION OR CONTACT WITH AN ALTERNATE METERIAL,

ETC.

2. THE G.C. SHALL FIELD VERIFY ALL EXISTING FRAMING ELEVATIONS AND DIMENSIONS.

3. THE G.C. SHALL COORDINATE NEW EQUIPMENT LAYOUT WITH EXISTING STRUCTURE AND

EXISTING MECH'L EQUIPMENT.

4. THE G.C. SHALL COORDINATE HVAC EQUIPMENT LAYOUT AND ATTACHMENT TO NEW STEEL

PRIOR TO STEEL FABRICATION.

5. NEW STEEL LOCATIONS MAY BE ADJUSTED SLIGHTLY TO ACCOMMODATE NEW MEP EQUIPMENT

SUPPORT & ATTACHMENT LOCATION/REQUIREMENTS.

6. ALL ITEMS SHALL BE VERIFIED PRIOR TO NEW STEEL FABRICATION.

7. ALL FLASHING AND WATERPROOFING IS BY OTHERS, NOT APART OF ADC'S SCOPE OF WORK.

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ADC #17005.0

WIND PRESSURE ZONES DIAGRAM

a = 3-FT

DRAWING LIST

SHEET

NUMBER SHEET NAME

S000 GENERAL NOTES

S101 FOUNDATION PLAN

S102 PLATFORM FRAMING PLAN

S201 TYPICAL FOUNDATION DETAILS

S221 TYPICAL STEEL DETAILS

S222 TYPICAL STEEL DETAILS

S231 TYPICAL CMU DETAILS

S241 ATFP DETAILS

No. 28196

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