Attachment 06 Structural Drawings.pdf

1. CLASSIFICATION OF BUILDING

RISK CATEGORY (UFC 3-301-01 TABLE 2-2 AND OWNER DIRECTION) II

2. FLOOR LIVE LOADS UNIFORM CONCENTRATED

OFFICES 50 PSF 2000 LB

VESTIBULE / LOBBIES AND CORRIDORS 100 PSF 2000 LB

TOILETS 75 PSF

BREAK ROOM 100 PSF

MECHANICAL / IT ROOM 150 PSF

CONCENTRATED LOAD APPLIED OVER 2'-6" x 2'-6" AREA.

REDUCTION OF FLOOR LIVE LOAD HAS NOT BEEN UTILIZED.

3. ROOF LIVE LOADS

MINIMUM ROOF LIVE LOAD 20 PSF 300 LB

CONCENTRATED LOAD APPLIED OVER 2'-6" x 2'-6" AREA.

REDUCTION OF MINIMUM ROOF LIVE LOAD HAS NOT BEEN UTILIZED.

4. SUPERIMPOSED DEAD LOADS

ROOF 20 PSF

5. ROOF SNOW LOAD

GROUND SNOW LOAD (Pg) 25 PSF (PER STRUCTURAL LOAD DATA TOOL

IN ACCORDANCE WITH UFC 3-301-01)

IMPORTANCE FACTOR (ls) 1.0 EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0 FLAT ROOF SNOW LOAD (Pf = 0.7 x Ce x Ct x ls x Pg) 17.5 PSF MINIMUM Pf FOR Pg > 20 PSF

Pf min = 20 x I 20.0 PSF SLOPED ROOF SNOW LOAD (Ps = Cs x Pf) 17.5 PSF

6. WIND DESIGN DATA

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) 111 MPH (PER STRUCTURAL LOAD DATA TOOL

IN ACCORDANCE WITH UFC 3-301-01)

NOMINAL DESIGN WIND SPEED (3 SECOND GUST) 86 MPH

EXPOSURE B

INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 (ENCLOSED)

COMPONENTS AND CLADDING WIND PRESSURE PER IBC & ASCE7

7. SEISMIC DESIGN DATA

SEISMIC DESIGN CATEGORY B

SEISMIC IMPORTANCE FACTOR (le) 1.00

SITE CLASS E

MAPPED SPECTRAL RESPONSE ACCELERATIONS (SEISMIC ACCELERATIONS PER STRUCTURAL LOAD

DATA TOOL IN ACCORDANCE WITH UFC 3-301-01)

(Ss) 0.134 (S1) 0.043

DESIGN SPECTRAL RESPONSE ACCELERATIONS

(Sds) 0.214 (Sd1) 0.120

BASIC SEISMIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM

INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

ALL STEEL SYSTEMS ARE: SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE

RESPONSE MODIFICATION COEFFICIENT (R) 3.5

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR 2.25

SEISMIC RESPONSE COEFFICIENT (Cs) 0.061 DESIGN BASE SHEAR (V = Cs x W) 0.061W

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE

1. FOUNDATIONS ARE DESIGNED TO BEAR ON ORIGINAL UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL WITH AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF, IN ACCORDANCE WITH THE GEOTECHNICAL

ENGINEERING REPORT PREPARED BY TIMMONS GROUP, DATED FEBRUARY 28, 2020.

2. THE GEOTECHNICAL ENGINEER FOR THE OWNERS TESTING AGENCY SHALL VERIFY BEARING CAPACITY

AND SUITABILITY OF SUBGRADE PRIOR TO PLACING FOUNDATIONS AND GRADE SLABS.

3. SELECT AND PLACE CONTROLLED COMPACTED FILL UNDER DIRECT SUPERVISION OF THE GEOTECHNICAL

ENGINEER FOR THE OWNERS TESTING AGENCY.

4. FOOTING STEPS FOR UNDERSLAB UTILITIES INDICATED ON FOUNDATION PLANS SHALL BE CONSIDERED

APPROXIMATE. COORDINATE FOOTINGS WITH ACTUAL LOCATION, SIZE AND INVERT OF ALL

UNDERGROUND PIPE (AND CONDUIT). REFER TO "FOOTING STEP" DETAIL TO STEP WALL FOOTING DOWN TO ALLOW UNDERSLAB PIPING TO PASS ABOVE THE FOOTING. ALTERNATELY, REFER TO "FOOTING SLEEVE" AND "PIPE TRENCH BACKFILL AT FOOTING" DETAILS TO ALLOW UNDERSLAB PIPING TO PASS

BELOW THE TOP OF THE WALL FOOTING.

5. AVOID INFLUENCE OF PIPE TRENCH PARALLEL TO WALL FOOTING AND / OR ADJACENT TO COLUMN

FOOTING. REFER TO "TRENCH LOCATION DETAIL".

6. PROTECT FOOTINGS AND GRADE SLABS FROM FROST HEAVE UNTIL BUILDING IS PERMANENTLY

ENCLOSED.

7. BRACE WALLS PLUMB WHICH ARE SUBJECTED TO UNBALANCED BACKFILL UNTIL PERMANENTLY

STABILIZED BY STRUCTURE.

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318/318R "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY".

2. ACCORDING TO LABORATORY TESTING INDICATED IN THE GEOTECHNICAL REPORT, SULFATE LEVELS IN THE EXISTING SOILS WERE REPORTED IN THE RANGE OF 179 PPM (PARTS PER MILLION). IN ACCORDANCE WITH ACI 318 STANDARDS, THESE SULFATE LEVELS PLACE THE EXISTING SOILS WITHIN THE VERY LOW END OF THE "MODERATE" SULFATE EXPOSURE CLASSIFICATION. VARIOUS MITIGATION TECHNIQUES HAVE BEEN INCORPORATED INTO THE CONCRETE MIX DESIGNS, IN ACCORDANCE WITH THE ACI 318 "MODERATE" SULFATE EXPOSURE CLASSIFICATION. REFER TO SPECIFICATION SECTION 033000 FOR REQUIREMENTS.

3. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN ULTIMATE 28 DAY COMPRESSIVE STRENGTHS (F'c), AS FOLLOWS:

FOOTINGS 4000 PSI

SLAB-ON-GRADE 4000 PSI

PIERS AND WALLS 4000 PSI

4. ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED.

5. ALL CONCRETE BELOW GRADE AND IN CONTACT WITH GRADE SHALL CONTAIN TYPE V PORTLAND CEMENT PER RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING REPORT DUE TO HIGH SULFATE LEVELS

WITHIN THE EXISTING SOIL.

6. REINFORCING STEEL SHALL BE AS FOLLOWS:

• REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED

• WELDED WIRE FABRIC: ASTM A1064, SHEET TYPE ONLY

• WELDABLE REINFORCING BARS: ASTM A706 LOW ALLOW STEEL REINFORCING BARS, DEFORMED

• DEFORMED BAR ANCHORS (DBA) ASTM A1064, DEFORMED

• WELDING PER AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL

1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING AISC DOCUMENTS:

AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS"

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

WIDE FLANGE SHAPES AND ANGLES ASTM A992 (FY=50 KSI)

MISCELLANEOUS SHAPES, PLATES & BARS (TO 8" THICK) ASTM A36 (FY=36 KSI)

HOLLOW STRUCTURAL SECTIONS (HSS)

SQUARE & RECTANGLE ASTM A500, GRADE B (FY=50 KSI)

ROUND ASTM A500 GRADE B (FY=46 KSI)

PIPE ASTM A53, GRADE B (FY=35 KSI)

HIGH STRENGTH BOLTS (CONVENTIONAL) ASTM F3125 GRADE A325 OR A490 (TYPE 1)

WASHERS ASTM F436 (FLAT AND BEVELED)

HEAVY HEX NUTS ASTM A563

ANCHOR RODS ASTM F1554, GR. 36

WELDING ELECTRODES E70 (LOW HYDROGEN)

HEADED SHEAR STUDS AWS D1.1 CLAUSE 7, TYPE B (FY=51 KSI)

THREADED ROD ASTM A36

3. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION, AS SIMPLE CONNECTIONS USING ALLOWABLE STRENGTH DESIGN (ASD). CONNECTIONS FOR NON-COMPOSITE BEAMS SHALL BE DESIGNED FOR THE UNIFORM LOAD CAPACITY INDICATED IN THE

ALLOWABLE UNIFORM LOAD TABLES, PART 3, OF THE AISC MANUAL.

4. BOLTED JOINTS SHALL BE "SNUG TIGHTENED", UNLESS OTHERWISE INDICATED.

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

6. WHERE STRUCTURAL STEEL IS EXPOSED BELOW GRADE, PROVIDE MINIMUM 3" CONCRETE COVER OR COAT

WITH BITUMINOUS MASTIC.

7. STRUCTURAL STEEL EXPOSED TO WEATHER IN THE FINISHED WORK SHALL BE HOT DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE.

1. ALL STEEL DECK WORK SHALL CONFORM TO THE LATEST EDITION OF THE STEEL DECK INSTITUTE (SDI) "FLOOR DECK DESIGN MANUAL" AND "ROOF DECK DESIGN MANUAL", AND AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".

2. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL".

3. PERMANENT LOADS SHALL NOT BE SUSPENDED FROM STEEL ROOF DECK UNLESS APPROVED BY

ENGINEER OF RECORD.

4. STEEL DECK UP TO 2" DEEP SHALL BE INSTALLED WITH A MINIMUM OF 3 CONTINUOUS SPANS, UNLESS NOTED OTHERWISE. STEEL DECK 3" DEEP OR GREATER SHALL BE INSTALLED WITH A MINIMUM OF 2 CONTINUOUS SPANS, UNLESS NOTED OTHERWISE. ANY LOCATIONS NOT MEETING THESE CONDITIONS

SHALL BE SPECIFICALLY IDENTIFIED ON THE STEEL DECK SHOP DRAWINGS.

5. REFER TO "STEEL DECK SCHEDULE" FOR DECK TYPES AND FASTENING REQUIREMENTS.

1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF TMS 402/602 "BUILDING CODE

REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES ".

2. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY(F'm), SHALL BE 2000 PSI, DETERMINED IN ACCORDANCE WITH THE UNIT STRENGTH METHOD PER TMS 602, UNLESS NOTED

OTHERWISE.

3. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, AND SHALL BE MADE WITH

LIGHTWEIGHT AGGREGATE.

4. MORTAR FOR CMU SHALL CONFORM TO ASTM C270, TYPE S, UNLESS NOTED OTHERWISE.

5. GROUT SHALL CONFORM TO ASTM C476 AND SHALL BE PROPORTIONED TO OBTAIN MINIMUM

ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.

6. PLACE GROUT IN ACCORDANCE WITH TMS 602. ALLOW A MINIMUM OF 24 HOURS FOR MASONRY

TO SET PRIOR TO PLACING GROUT.

7. FILL COLLAR JOINTS OF COMPOSITE WALLS SOLID WITH MORTAR AS THE WALLS PROGRESS.

BOND WYTHES OF COMPOSITE WALLS TOGETHER USING HORIZONTAL JOINT REINFORCING @ 16"

ON CENTER, UNLESS NOTED OTHERWISE.

8. PROVIDE VERTICAL REINFORCING STEEL OF SIZE AND SPACING INDICATED. LAP SPLICE LENGTHS

SHALL BE AS FOLLOWS:

#4 BAR AND SMALLER 26 INCHES

#5 BAR 34 INCHES

#6 BAR 38 INCHES

#7 BAR 45 INCHES

9. PROVIDE POSITIONERS TO HOLD VERTICAL WALL REINFORCING STEEL IN PROPER ALIGNMENT.

10. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60.

11. MASONRY WALLS OF HOLLOW UNITS WHICH CHANGE THICKNESS SHALL HAVE A CONTINUOUS

SOLID OR GROUT FILLED COURSE BELOW THE TRANSITION. IF WALL THICKNESS IS GREATER

ABOVE THE TRANSITION, THE COURSE ABOVE THE TRANSITION SHALL ALSO BE GROUTED SOLID.

12. FILL CMU CELLS WITH GROUT FROM TOP OF FOOTING TO TOP OF SLAB-ON-GRADE ELEVATION.

13. MASONRY WALL CONTROL JOINTS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. REFER

TO ARCHITECTURAL DRAWINGS FOR JOINT LOCATIONS AND DETAILS. COORDINATE JOINT

LOCATIONS TO AVOID BEAM BEARING LOCATIONS.

1. INSTALL ALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED PROCEDURES AT NOT LESS THAN THE MINIMUM EDGE DISTANCES INDICATED IN THE MANUFACTURER'S LITERATURE. SUBMIT MANUFACTURER'S

PRODUCT DATA FOR REVIEW BY THE ARCHITECT.

2. ALL ANCHORS (INCLUDING THREADED RODS, NUTS, WASHERS) SHALL BE ZINC PLATED IN ACCORDANCE WITH

ASTM B633, FOR SERVICE CONDITION SC-1.

3. SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING:

SCREW-BOLT +, BY DEWALT

TITEN HD, BY SIMPSON STRONG-TIE ANCHORING SYSTEMS

KWIK HUS-EZ, BY HILTI

HOLE DIAMETER THROUGH STEEL MEMBER SHALL BE 1/8 INCH LARGER THAN NOMINAL DIAMETER OF ANCHOR.

MINIMUM SCREW ANCHOR EMBEDMENTS SHALL BE AS FOLLOWS, UNO:

4" EMBEDMENT FOR 1/2" DIAMETER ANCHOR

5" EMBEDMENT FOR 5/8" DIAMETER ANCHOR

6" EMBEDMENT FOR 3/4" DIAMETER ANCHOR

4. ADHESIVE ANCHORS SHALL CONSIST OF THREADED ROD (ASTM A36), HEX NUT (ASTM A563), WASHER (ASTM F436), AND ADHESIVE (TYPE PER NOTES A, B OR C BELOW).

ADHESIVE DOWELS SHALL CONSIST OF DEFORMED REINFORCING BAR (ASTM A615, GRADE 60) AND ADHESIVE

(TYPE PER NOTE A BELOW)

A. "ADHESIVE ANCHORS" OR "ADHESIVE DOWELS" INSTALLED IN SOLID CONCRETE SHALL UTILIZE ONE OF

THE FOLLOWING ADHESIVE SYSTEMS, OR APPROVED EQUAL:

HYBRID (FAST CURE)

AC200+ BY DEWALT

ACRYLIC-TIE XP, BY SIMPSON STRONG-TIE ANCHORING SYSTEMS

HIT-HY 200, BY HILTI

EPOXY (SLOW CURE)

PURE 110+, BY DEWALT

SET-XP, BY SIMPSON STRONG-TIE ANCHORING SYSTEMS

HIT RE 500-V3 EPOXY ADHESIVE, BY HILTI

B. "ADHESIVE ANCHORS" INSTALLED IN SOLID GROUT FILLED CMU SHALL UTILIZE ONE OF THE FOLLOWING

ADHESIVE SYSTEMS, OR APPROVED EQUAL:

HIT-HY 270, BY HILTI

AC 100+ GOLD, BY DEWALT

ACRYLIC-TIE, BY SIMPSON STRONG-TIE ANCHORING SYSTEMS

C. "SCREEN TUBE ANCHORS" INSTALLED IN HOLLOW CMU SHALL UTILIZE ONE OF THE FOLLOWING ADHESIVE

SYSTEMS, OR APPROVED EQUAL:

HIT-HY 270, BY HILTI

AC 100+ GOLD, BY DEWALT

ACRYLIC-TIE, BY SIMPSON STRONG-TIE ANCHORING SYSTEMS

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (2018 IBC), UNIFIED FACILITIES CRITERIA UFC 1-200-01 "DoD BUILDING CODE" AND UNIFIED FACILITIES CRITERIA UFC

3-301-01 "STRUCTURAL ENGINEERING".

2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL

DRAWINGS AND THE DRAWINGS OF THE OTHER ENGINEERING DISCIPLINES.

3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUAILITY. IN THE CASE OF A CONFLICT, DISAGREEMEENT, OR AMBIGUITY, PROVIDE THE

GREATER QUANITY OF WORK.

4. VERIFY AND COORDINATE MECHANICAL UNIT SUPPORTS AND OPENINGS WITH EQUIPMENT PURCHASED FOR THE PROJECT. COORDINATE REQUIREMENTS FOR SLEEVES, HANGERS, INSERTS, ANCHORS AND ALL

OTHER ITEMS TO BE SET IN STRUCTURAL WORK.

5. SPECIAL INSPECTIONS ARE REQUIRED BY THE 2018 IBC (SECTION 1704) AND UFC 1-200-01.

REFER TO THE STATEMENT OF SPECIAL INSPECTIONS PREPARED FOR THIS PROJECT AND THE PROJECT

SPECIFICATIONS FOR SPECIFIC INSPECTION REQUIREMENTS.

REFER TO SPECIFICATION SECTION 014000 FOR GENERAL INSPECTION REQUIREMENTS.

SECTION AND DETAIL 1

S2.1 S4.2

S2.2

S2.3

SECTION OR DETAIL NUMBER

DRAWING NUMBER WHERE SECTION OR DETAIL IS DRAWN

DRAWING NUMBER WHERE SECTION OR DETAIL IS CUT

ADDITIONAL DRAWING NUMBERS WHERE SECTION OR DETAIL IS CUT

S2.1

A

DETAIL WHERE CUT

DETAIL LETTER

DRAWING NUMBER WHERE DETAIL

IS DRAWN

S2.1

SECTION WHERE CUT

SECTION NUMBER

DRAWING NUMBER WHERE

SECTION IS DRAWN

(WHERE DRAWN)

EARTH

CAST IN PLACE CONCRETE

CLAY BRICK

SPLIT-FACE CONCRETE BLOCK

GROUT FILLED CONCRETE BLOCK

HOLLOW CONCRETE BLOCK

POROUS FILL OR GRANULAR BASE COURSE

STRUCTURAL MATERIALS LEGEND

PRECAST CONCRETE

JBE (+X'-X")

BP1, BP2 ...

BP-A, BP-B ...

P-1, P-2 ...

JS

SP

-X'-X"

WP

L1, L2 ...

X.X

(+X'-X")

(J)

(SL)

JOIST BEARING ELEVATION

BEAM BEARING PLATE

COLUMN BASE PLATE

CONCRETE PIER

JOIST SUBSTITUTE

SPECIAL JOIST

WALL FOOTING STEP

TOP OF FOOTING ELEVATION

WORK POINT

TOP OF SLAB ELEVATION

LINTEL

COLUMN FOOTING

TOP OF STEEL BEAM ELEVATION

INDICATES TOP OF STRUCTURAL MEMBER SHALL

BE IN SAME PLANE AS TOP OF JOIST

INDICATES TOP OF STRUCTURAL MEMBER SHALL

BE SLOPED

CENTERLINE

WFX.X WALL FOOTING

THICKENED SLAB

* STEEL JOIST BOTTOM CHORD EXTENSION,

WELDED

STEEL BEAM MOMENT CONNECTION

(EX) EXISTING

TRANSFER FORCE

TF

(X'-X")

H1, H2 ...

J1, J2 ...

T-1, T-2 ...

WOOD HEADER

WOOD JOIST

TRUSS

WP1, WP2 ... WOOD POST

CMU WALL REINFORCING SIZE AND SPACING

CHANGE IN SLAB ELEVATION

#5@48"

1. ALL STRUCTURAL COLD FORMED STEEL FRAMING (CFSF) SHALL COMPLY WITH AISI'S "NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".

2. CFSF-S (STRUCTURAL): INCLUDES ALL EXTERIOR WALLS, SOFFITS, BULKHEADS, RAFTERS, JOISTS AND CEILING JOISTS (IF SELF-SUPPORTING). PROVIDE ERECTION DRAWINGS AND DETAIL DRAWINGS. REFER TO SECTION 054000

FOR ADDITIONAL INFORMATION.

3. CFSF-NS (NON-STRUCTURAL): INCLUDES INTERIOR NON-LOAD BEARING STUD WALLS AND SUSPENDED CEILING

FRAMING SYSTEM. REFER TO SECTION 092216 FOR ADDITIONAL INFORMATION.

4. WALL FRAMING STUDS FOR EXTERIOR WALLS AROUND CANOPY COLUMNS SHALL BE 400S162-54 (4"-16GAGE) STEEL STUDS AT SPACING INDICATED IN PLAN. EXTERIOR WALL STUD ASSEMBLIES SHALL HAVE CONTINUOUS

BRIDGING CONNECTED TO EACH STUD @ 4'-0" OC MAX.

5. UNLESS NOTED OTHERWISE, THE MINIMUM CONNECTION OF EACH STUD SHALL BE EITHER (2) #10-16 SELF-DRILLING SCREWS OR 2 INCHES OF 1/8" FILLET WELDS. WHERE CONNECTION CLIP ANGLES ARE INDICATED, THEY SHALL BE 14 GAGE, 2"x2" MINIMUM.

6. STRUCTURAL SHEATHING SHALL BE ATTACHED WITH #10-16 SELF-DRILLING SCREWS AT 6" OC AT BOUNDARY EDGES AND CONTINUOUS PANELS. SCREW SPACING SHALL BE 12" OC WITHIN THE FIELD OF PANELS.

7. ALL FRAMING MEMBERS, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL SHEET HAVING A

GALVANIZED COATING IN ACCORDANCE WITH ASTM A653.

8. UNLESS NOTED OTHERWISE, SPECIFIC CONNECTION REQUIREMENTS FOR COLD-FORMED FRAMING ARE AS

FOLLOWS:

STUD TO STUD (4) #10-16 SELF-DRILLING SCREWS

(BACK TO BACK CROSS)

STUD TO STUD W/ TIE (4) #10-16 SELF-DRILLING SCREWS EA SIDE

PLATE (ADJACENT)

STUD TO TRACK (1) #10-16 SELF-DRILLING SCREWS EA SIDE,

W/ STUD SECURELY SEATED IN TRACK

STUD TRACK TO BOX (2) #10-16 SEL-DRILLING SCREWS @ 16" OC

BEAM

STUD TRACK TO STEEL (2) 0.157" DIAM (X-U) PAFs THROUGH TRACK AT EA STUD

STUD TRACK TO (2) 0.157" DIAM (X-U) PAFs THROUGH TRACK AT EA STUD;

CONCRETE SLAB MINIMUM SPACING = 4"; MINIMUM EDGE DISTANCE = 3"

BOX BEAMS (2) 362S162-43 STUDS W/ (2) 362T125-43 TRACK (TOP & BOT);

CONN W/ (8) #10-16 SELF-DRILLING SCREWS @ 16" OC

14GA CLIP ANGLE (4) #10-16 SELF-DRILLING SCREWS

TO STUD

14GA CLIP ANGLE (2) 0.157" DIAM (X-U) PAFs AT EA CLIP

TO STEEL OR CONC

MINIMUM SPACING AND EDGE DISTANCE OF ALL SCREW FASTENERS = 1/2".

MINIMUM SPACING AND EDGE DISTANCE OF ALL POWDER ACTUATED FASTENERS IN STEEL = 1".

9. ALL C - SHAPED FRAMING MEMBERS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8 INCHES.

10. MINIMUM YIELD STRENGTH SHALL BE AS FOLLOWS:

FY = 33,000 PSI 18 GAUGE AND 20 GAUGE

FY = 50,000 PSI 16 GAUGE, 14 GAUGE AND 12 GAUGE

1. CONTROLLED LOW STRENGTH MATERIAL (CLSM), ALSO REFERRED TO AS FLOWABLE FILL, MAY BE

SUBMITTED FOR APPROVAL AS A SUBSTITUTE FOR COMPACTED FILL AT FOUNDATION UNDERCUT

LOCATIONS. THE CLSM MIXTURE SHALL BE PROPORTIONED TO PRODUCE AN UNCONFINED COMPRESSIVE

STRENGTH OF 100 PSI MINIMUM TO 300 PSI MAXIMUM.

1. ALL STEEL JOIST WORK SHALL CONFORM TO THE LATEST EDITION OF THE STEEL JOIST INSTITUTE (SJI)

STANDARD SPECIFICATIONS.

2. STEEL JOISTS SHALL BE DESIGNED USING ALLOWABLE STRENGTH DESIGN (ASD).

3. PROVIDE JOIST BRIDGING IN ACCORDANCE WITH SJI SPECIFICATIONS, OSHA REQUIREMENTS, AND AS

REQUIRED BY JOIST DESIGN.

4. ROOF JOISTS AND BRIDGING SHALL BE DESIGNED FOR A NET UPLIFT OF 15 PSF.

5. SPECIAL JOISTS, INDICATED "SP" ON FRAMING PLANS, SHALL BE DESIGNED FOR CRITERIA INDICATED.

6. DETAILING AND ERECTION OF OPEN WEB STEEL JOISTS SHALL COMPLY WITH OSHA REQUIREMENTS.

7. STEEL ROOF JOISTS SHALL BE PROVIDED WITH NO CAMBER.

8. DESIGN ALL JOISTS (K, KCS, LH) FOR 500 LB CONCENTRATED LOAD (SERVICE LOAD) AT ALL DIAGONAL

STRUTS FRAMING TO JOIST CHORDS, UNLESS NOTED OTHERWISE.

9. TOP CHORD OF K-SERIES JOISTS SHALL BE DESIGNED FOR A POINT LOAD OF 200 POUNDS DEAD LOAD, LOCATED AT ANY POINT ALONG JOIST LENGTH, IN ADDITION TO ALL OTHER LOADS.

10. BOTTOM CHORD OF K-SERIES JOISTS SHALL BE DESIGNED FOR A POINT LOAD OF 200 POUNDS DEAD

LOAD, LOCATED AT ANY POINT ALONG JOIST LENGTH, IN ADDITION TO ALL OTHER LOADS.

11. TOP CHORD OF KCS AND LH SERIES JOISTS SHALL BE DESIGNED FOR A POINT LOAD OF 500 POUNDS DEAD LOAD, LOCATED AT ANY POINT ALONG JOIST LENGTH, IN ADDITION TO ALL OTHER LOADS.

12. BOTTOM CHORD OF KCS AND LH SERIES JOISTS SHALL BE DESIGNED FOR A POINT LOAD OF 500 POUNDS DEAD LOAD, LOCATED AT ANY POINT ALONG JOIST LENGTH, IN ADDITION TO ALL OTHER LOADS.

13. REFER TO “TYPICAL CONCENTRATED LOAD ON STEEL JOIST” DETAIL FOR REQUIREMENTS REGARDING

PIPE HANGERS AND OTHER EQUIPMENT LOADS.

14. STEEL JOISTS EXPOSED TO WEATHER IN THE FINISHED WORK SHALL BE PAINTED WITH A ZINC RICH

TNEMEC PAINT THAT MEETS THE REQUIREMENTS OF ASTM D 520 TYPE III.

DESIGN LOAD DATA

FOUNDATIONS

CONCRETE

STRUCTURAL STEEL

STEEL DECK

CONCRETE MASONRY (CMU)

POST INSTALLED ANCHORS & DOWELS

GENERAL

LEGEND FOR SECTION AND DETAIL MARKS

PLAN LEGEND

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

IN INCH

INFO INFORMATION

INT INTERIOR

JBE JOIST BEARING ELEVATION

JS JOIST SUBSTITUTE

JST JOIST

JT JOINT

K KIP

LBS POUNDS

LF LINEAR FEET (FOOT)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

M METER(S)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MM MILLIMETER(S)

NOM NOMINAL

NS NON SHRINK

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP OPPOSITE

PC CONC PRECAST CONCRETE

PEMB PRE-ENGINEERED METAL BUILDING

PFBC PRE-FABRICATED BUILDING COLUMN

PLF POUNDS PER LINEAR FOOT

POLY POLYETHYLENE

PPT PRESSURE PRESERVATIVE TREATED

PSF POUNDS PER SQUARE FOOT

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING, REINFORCED

REQ'D REQUIRED

SIM SIMILAR

SL SLOPE

SOG SLAB ON GRADE

SPA SPACES

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRY(RICAL)

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TF TRANSFER FORCE

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VR VAPOR RETARDER

WPT WORK POINT

WWF WELDED WIRE FABRIC

AB ANCHOR BOLT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL, ARCHITECT

AVG AVERAGE

BLDG BUILDING

BM BEAM

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CANT CANTILEVER

CFSF COLD FORMED STEEL FRAMING

CIP CAST IN PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRICAL

ELEV ELEVATOR

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FINISHED

FLR FLOOR

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FRMG FRAMING

FRT FIRE RETARDANT TREATED

FT FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GRD GRADE

HD HEADED

HK HOOK

HORIZ HORIZONTAL

HS HIGH STRENGTH

STRUCTURAL ABBREVIATIONS

C

AO

M

M O N

W E

A LTH OF

V

I R G I N I

P

O

R O F

E

SS I

N

N

AL ENG

I

R E E

M O S E L E Y A R C H

IT

E C T S .C O M

JEFFREY S. O'BEIRNE

Lic. No. 036947

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

F

A X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3

:1

P M

GENERAL NOTES

AND LEGENDS

H . R

. T . J

R . A

R N

G R

EA

D

IN

ES

S C

EN

TE

R (T

A R

C ) V

IS

IT

O R

S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

A

R L

IN

G

T O

N

V A

S0.1

V A

F M

P N

-0

594303

MAY 27 2020

COLD FORMED STEEL FRAMING

FLOWABLE FILL

STEEL JOISTS

REVISIONS

DATE DESCRIPTION

C

B B

1 4

F F

E

9' - 9 5/8" 22' - 3 3/8" 15' - 9" 12' - 3 3/8"

S3.1

S3.1

S3.1

S3.1

S3.1

4.5

4.5

W 12x26

B P -B

W x2

B

W x2

B

H S S 5x5x1/4

B

-A

S3.1

4.0

S3.2

A

OPP

HAND

/8

/8

/8

/8

/8

/8

/8

73' - 4 5/8"2' - 3 5/8"

12' - 8 3/8" 58' - 4 5/8"

/2

/2

/2

/8

/2

/2

/2

/2

1' - 0 1/2"

2' - 5 7/8"

20' - 2 5/8" 28' - 10 1/8" 21' - 10"

8' - 6 3/4" 73' - 4 5/8"

/8

/8

S3.2

C

S3.2

D

S3.2

E

S3.2

F

S3.2

B

S3.2

A

G G

4.0

H S S 5x5x1/4

B

5.0

H S S 5x

5x 1/

B

D DH

S S 5x5x1/4

B

4.0

/2

FD FD

FD

CO

FD

CO

FD

-4' - 0"

NOTE BNOTE B -6' - 0"

-2' - 0"

NOTE C

NOTE C

NOTE C

NOTE C

#5 @ 8

#5 @ 8

#5 @ 8

4.9

-2' - 0"

-2' - 0"

-2' - 0"

N O

T E

D

NOTE D

BACK FACE OF 8" CMU

NOTE D

BACK FACE OF 8" CMU

NOTE D

S1.1

A

S3.1

NOTE E

RAIN LEADERRAIN LEADER DEPRESS SLAB AT

ENTRY MAT; COORD

W/ MAT MFR; REFER

TO ARCH DWGS

ENTRY MAT SHALL BE

PLACED ON TOP OF

GRADE SLAB (NO SLAB

DEPRESSION); COORD

W/ MAT MFR; REFER

TO ARCH DWGS

APPROXIMATE EDGE

OF EXISTING CONC

RETAINING WALL FTG

(FIELD VERIFY)

EXISTING CONC

RETAINING WALL

FACE OF EXISTING

CONC STEM WALL

ON TOP OF RETAINING

WALL ABOVE

APPROXIMATE EDGE

OF EXISTING CONC

RETAINING WALL FTG

NOTE A

APPROXIMATE EDGE

OF EXISTING CONC

RETAINING WALL FTG

(FIELD VERIFY)

C J

C J

CJ

C J

C J

C J

C J

CJ

CJ

C J

C J

C J

CJ

C J

CJ

-4' - 0"

-2' - 0"

S3.1

1' - 2"

-3' - 4"

WF5.0

WF5.0

/2

/4

1' - 0 1/2"

-2' - 0"

CO

-2' - 0"-2' - 0"

S1.1

S3.1

S3.1

AT

CURTAIN WALL

S3.1

S1.1

AT DEAL

TRAY

-4' - 8"

JBE (+13'-0"; 3 1/2" JST SEAT)

(4 1/2" JST SEAT)

JBE (+12'-4")

(3 1/2" JST SEAT)

JBE (+11'-4")

(3 1/2" JST SEAT)

JBE (+13'-0")

(5 3/4" JST SEAT)

JBE (+13'-0")

K

S L

K

S L

K

S L

K

S L

K

S L

A

C

B B

1 4

F F

E

W14x22 ( +10'-9 1/2" )

W14x30 ( +10'-9 1/2" )

W12x16 ( +10'-9 1/2" )

W14x22 (+11'-0")

W18x40 (+11'-0")

W10x12 (+11'-0")

W10x12 (+11'-0")

W12x16 (+11'-0")

W10x12 (+11'-0")

EQ EQ (5) EQ SPA = 22' - 3 3/8" 3 EQ SPA = 15' - 9"

(+11'-0")

W10x12

S3.1

OPEN

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

S3.1

W12x16 ( +11'-0" ) 7

O F

F S

E T

S3.1

S3.1

BOT OF ROOF DECK

AT COL WRAP

(+12'-4"; TYP OF 3)

DSS-1B

96 LBS

FAN F-1

26 LBS

RTU-1

2,000 LBS

NOTE C

G G

D

D

S3.1

S3.1

S3.1

S3.1

K

C S

S L

28K9 (SL) 2

K

C S

S L

K

C S

S L

24K7 (SL)

S3.1

NOTE B

NOTE A

ROOF HATCH;

ADDITIVE BID ITEM #2

FAN F-2

19 LBS

FULLY WELD END

OUTLOOKER TO

COL WEB; DESIGN

MOMENT CONN FOR

1 K-FT TOTAL LOAD

FULLY WELD END

OUTLOOKER TO

COL WEB; DESIGN

MOMENT CONN FOR

1 K-FT TOTAL LOAD

NOTE D

PROVIDE HSS FRAMING

AROUND COL WRAP

FOR DECK SUPPORT

(TYP OF 2 COLS)

NOTE E

NOTE E

L3 L2

L4

L4 L3

CONT L3 ACROSS

BOTH WINDOWS

L2 L2

L2

L2

L2

L1

L3

L2

NOTE F

CONT L3 ACROSS

BOTH WINDOWS

4"

OFFSET END OUTLOOKER

FROM W14 BEAM TO

ALLOW FOR CONN

RD

RD

RD

S3.1

NOTE G

NOTE GNOTE G

CONT L3 ACROSS

BOTH WINDOWS

NOTE H

(TYP OF 8 PILASTER

RETURN WALLS)

NOTE J

S3.1

4"

2 SPA = 8' - 9 1/8" 5 EQ SPA = 26' - 0 3/8" 5 EQ SPA = 21' - 10"

4"

4" 3 EQ SPA = 12' - 10 3/8"

8" CMU

GROUNTED SOLID

6" CMU

GROUTED SOLID

4" SOLID CMU

MORTAR COLLAR

JT SOLID

MORTAR COLLAR

JT SOLID

4" SOLID CMU

NOTE 2

8" CMU

GROUNTED SOLID

/8

1' - 3 3/4" (ADD BID ITEM #1)

6" CMU

GROUTED SOLID

NOTES: 1. ADDITIVE BID ITEM #1 INDICATED IN PLAN DETAILING.

2. 1 1/2" JOINT WITH RIGID INSULATION FOR THERMAL BREAK. REFER TO ARCH DWGS.

PROVIDE JOINT FROM FOUNDATION TO BELOW BOTTOM OF WALL TRIPLE BOND BEAM.

/8

(A D

D B

ID

I T

E M

/2

(A D

D B

ID

1' - 1 1/8" (BASE BID)

/8

(B A

S E

B

ID

/2

(B A

S E

B

ID

1 1/2"

BASE BID

FIN FLOOR

8" CMU

GROUTED SOLID

DOWELS SHALL MATCH

WALL REINF

GARDEN SOIL

REFER TO CIVIL DWGS

4" SOLID CMU

REFER TO ARCH DWGS

FOR CAVITY CONSTR

1' - 1 1/8"

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

REFER TO FDN PLAN

MORTAR COLLAR

JOINT SOLID

(M A

X C

A V

IT

Y

ADDITIVE BID ITEM #1

FIN FLOOR

8" CMU

GROUTED SOLID

DOWELS SHALL MATCH

WALL REINF

GARDEN SOIL

REFER TO CIVIL DWGS

6" CMU

GROUTED SOLID

REFER TO ARCH DWGS

FOR CAVITY CONSTR

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

MORTAR COLLAR

JOINT SOLID

(M A

X C

A V

IT

Y

PRECAST SILL

REFER TO ARCH DWGS

1' - 3 3/4"

REFER TO FDN PLAN

CURTAIN WALL

REFER TO ARCH DWGS

CURTAIN WALL

REFER TO ARCH DWGS

PRECAST SILL

REFER TO ARCH DWGS

1/2"

11 5/8" 11 5/8"

(+2'-6")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

4" CUT COURSE

GROUTED SOLID

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

(+0'-8")

4" GROUND FACE CMU

REFER TO ARCH DWGS

CONT 5"x1/4" BRG PLATE W/ (2) 1/2" DIAM x 6" HEADED

STUDS (EQ SPACED);

COORD LENGTH OF PLATE

W/ TRAY MFR (18" +/-)

DEAL TRAY

REFER TO ARCH DWGS

CONT 1/4" BENT PLATE

BELOW TRAY; COORD

LENGTH OF PLATE W/

TRAY MFR

3/16 3-12

3/16

EACH END

STOREFRONT

REFER TO ARCH DWGS

(+2'-4"; TOP OF CMU)

9"

2 1/2"

COUNTER

REFER TO ARCH DWGS

C

AO

M

M O N

W E

A LTH OF

V

I R G I N I

P

O

R O F

E

SS I

N

N

AL ENG

I

R E E

M O S E L E Y A R C H

IT

E C T S .C O M

JEFFREY S. O'BEIRNE

Lic. No. 036947

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3

:1

P M

FOUNDATION

AND ROOF

FRAMING PLANS

H . R

. T . J

R . A

R N

G R

EA

D

IN

ES

S C

EN

TE

R (T

A R

C ) V

IS

IT

O R

S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

A

R L

IN

G

T O

N

V A

S1.1

V A

F M

P N

-0

594303

MAY 27 2020

1/8" = 1'-0"

FOUNDATION PLAN

1/8" = 1'-0"

ROOF FRAMING PLAN

FOUNDATION PLAN NOTES:

1. FINISHED FIRST FLOOR ELEVATION = 219.00' = REFERENCE DATUM EL (+0'-0"). ALL

STRUCTURAL ELEVATIONS INDICATED ARE REFERENCED FROM THIS ELEVATION, UNO.

2. FLOOR CONSTRUCTION SHALL BE 4" NORMAL WEIGHT CONCRETE SLAB ON GRADE REINFORCED WITH 6x6-W2.9xW2.9 WWF (AT 1" FROM TOP OF SLAB) OVER VAPOR BARRIER OVER 6" GRANULAR BASE COURSE, UNO.

3. BASE COURSE SHALL BE A CLEAN, DENSELY-GRADED "CRUSHER RUN" MATERIAL WITH A BALANCED FINE CONTENT, SUCH AS VDOT 21A OR 21B STONE. THE BASE COURSE SHALL BE COMPACTED AND SHALL BE FINISHED TO A FLAT, SMOOTH, LOW-FRICTION SURFACE. COMPACTION SHALL BE MONITORED BY THE ON-SITE TESTING AGENCY. OPEN

GRADED STONE, SUCH AS #57 STONE, IS NOT ACCEPTABLE.

4. REFER TO "CONCRETE" NOTES ON DRAWING S0.1 FOR REQUIREMENTS TO MITIGATE SUFATE EXPOSURE FROM EXISTING

SOILS, AS INDICATED IN THE GEOTECHNICAL REPORT.

5. COORDINATE TOP OF CMU VENEER / BOTTOM OF EIFS WITH FINAL GRADE ELEVATIONS. REFER TO CIVIL DRAWINGS FOR GRADING PLAN. STEP CMU VENEER AS REQUIRED TO MAINTAIN A MINIMUM OF 6" FROM FINAL GRADE TO BOTTOM OF EIFS.

6. TOP OF ALL EXTERIOR FOOTINGS SHALL BE (-2'-0"), UNO.

7. ALL EXTERIOR WALL FOOTINGS SHALL BE WF2.5, UNO.

8. REINFORCE ALL EXTERIOR MASONRY WALLS WITH #5 AT 48" OC FULL WALL HEIGHT WITH EQUAL DOWELS TO FOOTING, UNO.

9. COORDINATE FOOTING STEPS WITH ALL UNDERSLAB UTILITIES. REFER TO FOUNDATION NOTE #4 ON DRAWING S0.1.

10. REFER TO DRAWING S0.1 FOR GENERAL NOTES, PLAN LEGEND, AND STRUCTURAL ABBREVIATIONS.

11. REFER TO DRAWINGS S3.0.1 AND S3.0.2 FOR TYPICAL FOUNDATION DETAILS AND SCHEDULES.

12. REFER TO DRAWING S4.0.1 FOR TYPICAL MASONRY WALL REINFORCING DETAILS.

ROOF FRAMING PLAN NOTES:

1. TOP OF STEEL BEAMS INDICATED THUS (+X'-X") ON PLAN SHALL BE REFERENCED FROM FINISHED FIRST FLOOR

ELEVATION.

2. STEEL ROOF DECK SHALL BE 1 1/2" WIDE RIB ROOF DECK (DECK TYPE 1), UNO. REFER TO STEEL DECK SCHEDULE ON DRAWING S4.0.1 FOR DECK TYPES INDICATED ON PLAN. REFER TO FRAMING PLAN AND ARCHITECTURAL AND

STRUCTURAL SECTIONS FOR EXTENT OF DECK TYPES.

3. REFER TO DRAWING S0.1 FOR GENERAL NOTES, PLAN LEGEND, AND STRUCTURAL ABBREVIATIONS.

4. REFER TO DRAWINGS S4.0.1 AND S4.0.2 FOR TYPICAL FRAMING DETAILS AND SCHEDULES.

5. REFER TO "ROOF OPENING SUPPORT DETAIL" ON DRAWING S.4.0.1 FOR ALL ROOF PENETRATION FRAMING REQUIREMENTS.

NOTE A: SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE STEM WALL AND RETAINING WALL

BETWEEN EXISTING PRECAST PILASTER PANELS TO ELEVATION 8" BELOW EXISTING LEVEL 2

OF THE PARKING GARAGE.

NOTE B: CONCRETE FOUNDATIONS SHALL BE DROPPED AT PLAN SOUTH SIDE OF THE BUILDING DUE

TO THE DEPTH OF THE ADJACENT PARKING STRUCTURE BASEMENT FOUNDATIONS.

NOTE C: GROUT 10" CMU PILASTER SOLID AND REINFORCE WITH #5 @ 8" OC VERTICAL BARS.

NOTE A: PROVIDE CONTINUOUS 8x24 OPEN BOT BOND BEAM (WITH (2) #5 CONT EACH COURSE) WITH TOP AT (+15'-4") ACROSS ENTIRE LENGTH OF WALL. PROVIDE CONTINUOUS 8x24

OPEN BOT BOND BEAM (WITH (2) #5 CONT EACH COURSE) WITH BOTTOM AT (+10'-0")

ACROSS ENTIRE LENGTH OF FRONT PILASTER WALL. REFER TO SECTIONS 11/S3.1 AND

12/S3.1. PROVIDE BOTH BOND BEAMS CONTINUOUS FROM TOP OF PILASTER PLAN NORTH

AT COLUMN E2 (REFER TO PLAN DETAIL F/S3.2) TO END OF PILASTER PLAN SOUTH AT THE

END OF THE BUILDING (REFER TO PLAN DETAIL C/S3.2).

NOTE B: PROVIDE CONTINUOUS 8x24 OPEN BOT BOND BEAM (WITH (2) #5 CONT EACH COURSE)

WITH TOP AT (+9'-4") ACROSS ENTIRE LENGTH OF OPEN GARDEN CLOSURE WALL.

PROVIDE BOND BEAM FROM TOP OF PILASTER PLAN WEST AT THE END OF THE BUILDING

(REFER TO PLAN DETAIL C/S3.2) TO A LENGTH OF 2'-0" MINIMUM BEARING ONTO THE

BUILDING WALL AT THE OPPOSITE END.

NOTE C: REFER TO "RTU CURB SUPPORT DETAILS" ON DRAWING S4.0.2 FOR C6 CURB SUPPORT

REQUIREMENTS AND LOCATIONS NOT INDICATED ON PLAN.

NOTE D: MAINTAIN DIMENSION TO BACK FACE OF 8" CMU FOR BASE BIDE OR ADDITIVE BID ITEM #1.

NOTE D: PROVIDE L5x3-1/2x1/4 (LLV) FRAMING AROUND COLUMN WRAP FOR ROOF DECK SUPPORT.

1 1/2" = 1'-0"S1.1 S1.1

FOUNDATION WALL PLAN DETAIL AA

NOTE E: PROVIDE 1 1/2" JOINT WITH RIGID INSULATION FOR THERMAL BREAK. REFER TO ARCH DWGS.

PROVIDE JOINT FROM FOUNDATION TO BELOW BOTTOM OF WALL BOND BEAM. THERMAL

BREAK SHALL NOT CONTINUE THROUGH BOND BEAM.

NOTE F: WELD END OF BEAM AND PLATE LINTEL TO HSS COLUMN. PROVIDE SHEAR TAB CONN

FOR A TOTAL LOAD OF 5.5 KIPS.

NOTE E: COORDINATE LOCATION OF CANOPY RAIN LEADER WITHIN 8" CMU WALL. GROUT CELL

SOLID AROUND RAIN LEADER PIPE.

NOTE G: PROVIDE STOREFRONT / GLASS DOOR BRACING IN ACCORDANCE WITH TYPICAL DETAILS

ON DRAWING S4.0.1.

3/4" = 1'-0"S1.1 S1.1

SECTION1

NOTE H: PROVIDE 8x16 OPEN BOT BOND BEAM (WITH (2) #5 CONT EACH COURSE) AT EACH PILASTER RETURN WALL (TYPICAL OF 8 LOCATIONS). TOP OF ALL BOND BEAMS SHALL BE AT (+16'-0").

PROVIDE CORNER BARS IN BOND BEAMS THAT TIE INTO TRIPLE BOND BEAM REINFORCING

AT PERPENDICULAR WALL.

NOTE J: COORDINATE JOIST LOCATION WITH MASONRY WALL CONTROL JOINT. JOIST BEARING

PLATE SHALL NOT CROSS CONTROL JOINT.

1 1/2" = 1'-0"S1.1 S1.1

SECTION2

BELOW GRADE PIPING WITH

PIPE SLEEVE SIZED TO ALLOW

1" CLEARANCE ALL AROUND

PIPE. FILL SPACE WITH

COMPRESSIBLE MATERIAL

CONTINUOUS

REINFORCING

CONTINUOUS

REINFORCING

BACKFILL EXCAVATION WITH

FLOWABLE FILL OR CONTROLLED

COMPACTED FILL PRIOR TO

FOOTING PLACEMENT

REFER TO CIVIL OR

PLUMBING DWGS

FOR PIPE INVERTS

PIPE TRENCH BACKFILL AT FOOTINGFOOTING SLEEVE

(PIPE PLACED PRIOR TO FOOTING)

CONTINUOUS

REINFORCING

3" CLR, TYP

C L R

T

Y P

LONGITUDINAL

REINF

TOP OF FTG ELEVATION

INDICATED ON PLAN

FOOTING STEP PLAN AT CORNER PLAN AT INTERSECTION

M

IN

M

IN

1'

M

IN

M A

X

1' - 0" MIN

1' - 0" MIN

M A

X

H

(2 x H) MIN

CONSTRUCTION JOINT

WALL FOOTING FORMED KEY JOINTWALL FOOTING

WALL FOOTING

3" C

LR

C L R

3" CLR

2' - 0" LAP

C L R

SPLICE TOP BARS SIMILARLY

3' - 0" MIN

UTILITY TRENCH SHALL

NOT CROSS THIS PLANE

ADJACENT FOOTING TRENCH

SHALL NOT CROSS THIS PLANE

BOT OF FTG

COLUMN AND FOOTING

STEEL COLUMN

REFER TO FDN PLAN

REFER TO FDN

PLAN FOR TOP

OF FOOTING EL

FIN FLOOR

SEPARATE POUR

PROVIDE MIN 3" COVER

AROUND BASE PLATE

AND ANCHOR BOLTS

REFER TO COLUMN BASE

PLATE SCHEDULE

T H

IC

K

N E

S S

FOR FOOTING SIZE AND REINFORCING

REFER TO SPREAD FOOTING SCHEDULE

3" CLR

C L R

/2

N S

G R

O U

T

LONGITUDINAL

REINF

TRANSVERSE

REINFORCING

REFER TO FDN

PLAN FOR FTG

ELEVATION

MASONRY WALL

UNO

EQ

UNO

EQ

T H

IC

K

N E

S S

C L R

WIDTH

3" CLR

LONGITUDINAL

REINF

TRANSVERSE

REINFORCING

REFER TO FDN

PLAN FOR FTG

ELEVATION

MASONRY WALL

UNO

EQ

UNO

EQ

T H

IC

K

N E

S S

C L R

WIDTH

3" CLR

C L R

WITH TOP & BOT

REINFORCING

WITH BOT REINFORCING

BASE PLATE,

REFER TO SCHEDULE

ANCHOR RODS,

REFER TO

SCHEDULE

E M

B E

D M

E N

T P

R O

JE

C

T

IO

N A

S R

E Q

U

IR

E D

STANDARD BASE

MIN FILLET WELD

SIZE PER AISC

GAGE

L /2

L /2

L

G A

G E

W

W/2 W/2

COL &

PLATE

BP-A BP-B

COL &

PLATE

/2

/2

1 1/2" 1 1/2"

8 1/2"

4 1/4" 4 1/4"

C

AO

M

M O N

W E

A LTH OF

V

I R G I N I

P

O

R O F

E

SS I

N

N

AL ENG

I

R E E

M O S E L E Y A R C H

IT

E C T S .C O M

JEFFREY S. O'BEIRNE

Lic. No. 036947

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3

:1

P M

TYPICAL

FOUNDATION

DETAILS

H . R

. T . J

R . A

R N

G R

EA

D

IN

ES

S C

EN

TE

R (T

A R

C ) V

IS

IT

O R

S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

A

R L

IN

G

T O

N

V A

S3.0.1

V A

F M

P N

-0

594303

MAY 27 2020

NO SCALE

WALL FOOTING DETAILS

NO SCALE

TRENCH LOCATION DETAIL

NO SCALE

STEEL COLUMN FOOTING DETAILS

NO SCALE

WALL FOOTING DETAILS

NO SCALE

COLUMN BASE PLATE DETAILS

COLUMN BASE PLATE SCHEDULE

MARK

BASE PLATE SIZE HEADED ANCHOR RODS

L W T SIZE EMBED GAGE

BP-A 1' - 0" 1' - 0" 3/4" (4) 3/4" DIAM 9" 9"

BP-B 1' - 6" 8 1/2" 3/4" (4) 3/4" DIAM 9" -

SPREAD FOOTING SCHEDULE

MARK

SIZE

REINFORCINGLENGTH WIDTH THICKNESS

4.0 4' - 0" 4' - 0" 1' - 0" (4) #5 EA WAY BOT

4.5 4' - 6" 3' - 6" 1' - 0" (5) #5 EA WAY BOT

4.9 5' - 0" 4' - 0" 1' - 0" (5) #5 BOT (SHORT); (6) #5 BOT (LONG)

5.0 5' - 0" 5' - 0" 1' - 0" (5) #5 EA WAY BOT

WALL FOOTING SCHEDULE

MARK WIDTH THICKNESS

REINFORCING (BOT, UNO)

LONGITUDINAL TRANSVERSE

WF2.5 2' - 6" 1' - 0" (3) #5 CONT #5 @ 48 OC BOT

WF5.0 5' - 0" 1' - 4" (6) #5 CONT #5 @ 12 OC BOT; #5 @ 18 OC TOP

SLAB EDGE

(2) #4 x 3'-0" AT

RE-ENTRANT CORNERS

LOCATED DIRECTLY BELOW

SLAB REINFORCING OR AT

MID-DEPTH OF SLAB

1"

2"

EDGE OF SLAB REFER

TO ARCH SECTIONS

1/2" EXPANSION JOINT

FILLER STRIP AT BOTH

ENDS OF OPENING

EXTERIOR

WALL

SLAB ON GRADE

BOND BREAK

#4 @ 12" OC

2'-0"

(1) #4

(1) #4 AT RE-ENTRANT

CORNER, EACH SIDE

3'-0"

1'-0"

2" C

LR

SMOOTH

DOWELS

MASONRY OPENING

PLAN AT EXTERIOR DOORS SECTION AT DOOR 02A ONLY

GROUT CMU SOLID

BELOW GRADE (TYP) DOWELS SHALL MATCH VERT

MORTAR COLLAR

JOINT SOLID

MORTAR COLLAR

JOINT SOLID

1' - 1 5/8"

FIN FLOOR

SITE SLAB

DOOR FRAME,

REFER TO ARCH

EQEQ

SECTION AT EXTERIOR DOORS

PLAN

REFER TO

(-2' - 0")

GROUT CMU SOLID

BELOW GRADE

GROUT CMU SOLID

BELOW GRADE

GROUT COLLAR

JOINT SOLID

REFER TO ARCH FOR

CAVITY INSULATION

DOWELS SHALL MATCH VERT

SITE SLAB

DOOR FRAME,

REFER TO ARCH

1/2" ISOLATION

JOINT FILLER STRIP

1/2"

FIN FLOOR

3/4" DIAM x 1'-4" GALV

SMOOTH DOWEL AT 12" OC,

GREASE ONE END OR USE

PAPER OR PLASTIC SLEEVE

REFER TO 'PLAN AT

EXTERIOR DOORS'

DETAIL

11 5/8"

1/2" ISOLATION JT

W/ FILLER STRIP

DOOR

THRESHOLD

VAPOR BARRIER

GRANULAR

BASE COURSE

WWF

REFER TO PLAN

S L A

B D

E P

R E

S S

IO

N

2 x SLAB THICKNESS

WWF

REFER TO PLAN

VAPOR BARRIER

GRANULAR BASE COURSE

SAWCUT JOINT 1/8" WIDE x

1/4 SLAB THICKNESS

SUPPORT WWF

CONTINUOUSLY @ 2'-6" OC

CUT AND REMOVE EVERY

OTHER WIRE AT JOINT

NOTES:

1. SAWCUT AS SOON AS CONCRETE WILL SUPPORT EQUIPMENT AND

EARLY ENOUGH TO PREVENT CRACKING. DO NOT DISLODGE

AGGREGATE.

2. CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT.

3" 3"

JOINT SEALANT AS/IF

REQUIRED PER ARCH DWGS

CONTROL JOINT

WWF

REFER TO PLAN

VAPOR BARRIER

GRANULAR BASE COURSE

FORMED KEY JOINT

SUPPORT WWF

CONTINUOUSLY @ 2'-6" OC

CONSTRUCTION JOINT

NOTE 9

NOTE 7NOTE 2

NOTE 5

NOTE 5

NOTE 8

NOTE 8

NOTE 4 NOTE 4

NOTE 3

NOTE 6

NOTE 8

NOTE 1

NOTES:

1. PROVIDE CONTROL JOINTS IN SLABS ON GRADE WITHIN THE BUILDING SUCH THAT THE AREA BOUNDED BY

CONTROL JOINTS DOES NOT EXCEED 225 SQUARE FEET AND JOINT SPACING DOES NOT EXCEED 15'-0" ON

CENTER IN ANY ONE DIRECTION.

2. THE RATIO OF LENGTH TO WIDTH OF THE AREA BOUNDED BY CONTROL JOINTS SHALL NOT EXCEED 1.5 TO 1.

3. LOCATE CONSTRUCTION JOINTS AND OR CONTROL JOINTS AT COLUMN CENTERLINES.

4. LOCATE CONSTRUCTION JOINTS AND OR CONTROL JOINTS AT RE-ENTRANT CORNERS.

5. LOCATE CONSTRUCTION JOINTS PER "PLAN DETAIL AT INTERIOR DOORS".

6. PROVIDE DIAMOND OR CIRCULAR BLOCKOUTS AT COLUMNS.

7. REINFORCE ALL RE-ENTRANT CORNERS OF SLAB PER "SLAB REINFORCING AT RE-ENTRANT CORNERS".

8. PROVIDE BOND BREAK WHERE FLOOR ABUTS CMU OR CONCRETE WALL UNLESS NOTED OTHERWISE.

9. CONTROL JOINT NOT REQUIRED IF DIMENSION AT RE-ENTRANT CORNER IS 2'-0" OR LESS. PROVIDE

REINFORCING PER "SLAB REINFORCING AT RE-ENTRANT CORNER".

10. CONTROL JOINT / CONSTRUCTION JOINT PLANS SHALL BE SUBMITTED IF NOT SHOWN ON FOUNDATION PLANS.

3/4" CHAMFER

EDGE OF EQUIPMENT

#5 @ 16" OC EW

AT MID-DEPTH

NOTE: REFER TO MECH, ELEC, PLUMBING AND CIVIL

DRAWINGS FOR EQUIPMENT REQUIRING EXTERIOR PAD

NOTE: IF L OR W EXCEEDS 8'-0",THEN

t = 8"; OTHERWISE t = 6"

L OR W (NOTE)

8" 1' - 0"

6" t

EXTERIOR EQUIPMENT PAD

#4 @ 12" OC EW

AT MID-DEPTH

EDGE OF

EQUIPMENT

SLAB ON GRADE

3/4" CHAMFER

NOTE: REFER TO MECH, ELEC, PLUMBING AND CIVIL DRAWINGS

FOR EQUIPMENT REQUIRING HOUSEKEEPING PAD

6"

HOUSEKEEPING PAD

ROUGHEN

SURFACE

C

AO

M

M O N

W E

A LTH OF

V

I R G I N I

P

O

R O F

E

SS I

N

N

AL ENG

I

R E E

M O S E L E Y A R C H

IT

E C T S .C O M

JEFFREY S. O'BEIRNE

Lic. No. 036947

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3

:1

P M

TYPICAL SLAB

DETAILS

H . R

. T . J

R . A

R N

G R

EA

D

IN

ES

S C

EN

TE

R (T

A R

C ) V

IS

IT

O R

S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

A

R L

IN

G

T O

N

V A

S3.0.2

V A

F M

P N

-0

594303

MAY 27 2020

NO SCALE

SLAB REINFORCING AT RE-ENTRANT CORNER

NO SCALE

SLAB ON GRADE DETAILS AT EXTERIOR DOORS

NO SCALE

DETAIL AT SLAB DEPRESSION

NO SCALE

SLAB-ON-GRADE JOINT DETAILS

NO SCALE

SLAB-ON-GRADE JOINT LAYOUT GUIDELINES

NO SCALE

EQUIPMENT PAD DETAILS

FIN FLOOR

BOND BREAK

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

FIN GRADE

REFER TO CIVIL DWGS

(+0'-8"), (+1'-4"), (+2'-0")

REFER TO ARCH DWGS

FOR CAVITY CONSTR

(REFER TO FDN PLAN NOTE 5)

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

REFER TO FDN PLAN

1' - 1 1/8"

4" SOLID CMU

MORTAR COLLAR

JOINT SOLID

GROUT CMU SOLID

BELOW FIN FLOOR

DOWELS SHALL MATCH

WALL REINF

(M A

X C

A V

IT

Y

4" GROUND FACE CMU

REFER TO ARCH DWGS

BASE BIDADDITIVE BID ITEM #1

FIN FLOOR

BOND BREAK

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

GROUT CMU SOLID

BELOW FIN FLOOR

DOWELS SHALL MATCH

WALL REINF

EIFS

REFER TO ARCH DWGS

GARDEN SOIL

REFER TO CIVIL DWGS

(+0'-8")

4" SOLID CMU

4" GROUND FACE CMU

REFER TO ARCH DWGS

REFER TO ARCH DWGS

FOR CAVITY CONSTR

1' - 1 1/8"

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

REFER TO FDN PLAN

MORTAR COLLAR

JOINT SOLID

(M A

X C

A V

IT

Y

FIN FLOOR

BOND BREAK

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

GROUT CMU SOLID

BELOW FIN FLOOR (TYP)

DOWELS SHALL MATCH

WALL REINF

GARDEN SOIL

REFER TO CIVIL DWGS

6" CMU

MANUFACTURED STONE

REFER TO ARCH DWGS

REFER TO ARCH DWGS

FOR CAVITY CONSTR

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

MORTAR COLLAR

JOINT SOLID

(M A

X C

A V

IT

Y

EIFS

REFER TO ARCH DWGS

PRECAST WATERTABLE

REFER TO ARCH DWGS

(+3'-4")

(+0'-8")

1' - 3 3/4"

6" GROUND FACE CMU

GROUTED SOLID

REFER TO ARCH DWGS

REFER TO FDN PLAN

4" CMU

SITE SLAB

REFER TO CIVIL DWGS

FIN FLOOR

BOND BREAK

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

(+0'-8")

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

TOP OF FTG

REFER TO FDN PLAN

REFER TO FDN PLAN

1' - 1 1/8"

4" SOLID CMU

MORTAR COLLAR

JOINT SOLID

GROUT CMU SOLID

BELOW FIN FLOOR

DOWELS SHALL MATCH

WALL REINF

REFER TO ARCH DWGS

FOR CAVITY CONSTR

(M A

X C

A V

IT

Y

4" GROUND FACE CMU

REFER TO ARCH DWGS

BASE BIDADDITIVE BID ITEM #1

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

GROUT CMU SOLID

BELOW GRADE

REFER TO FDN PLAN

4" SOLID CMU

GARDEN SOIL

REFER TO CIVIL DWGS

MORTAR COLLAR

JOINT SOLID

1' - 3 5/8"

TOP OF FTG

REFER TO FDN PLAN

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

DOWELS SHALL MATCH

WALL REINF

EIFS

REFER TO ARCH DWGS

FIN GRADE

REFER TO CIVIL DWGS

(+0'-8")

4" GROUND FACE CMU

REFER TO ARCH DWGS

4" SOLID CMU

EIFS

REFER TO ARCH DWGS

MORTAR COLLAR

JOINT SOLID

4" GROUND FACE CMU

REFER TO ARCH DWGS

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

10" CMU

GROUTED SOLID

REFER TO FDN PLAN

MANUFACTURED STONE

REFER TO ARCH DWGS

GARDEN SOIL

REFER TO CIVIL DWGS

MORTAR COLLAR

JOINT SOLID

(+3'-4")

TOP OF FTG

REFER TO FDN PLAN

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

DOWELS SHALL MATCH

WALL REINF

EIFS

REFER TO ARCH DWGS

FIN GRADE

REFER TO CIVIL DWGS

(+0'-8")

4" GROUND FACE CMU

REFER TO ARCH DWGS

4" SOLID CMU

10" GROUND FACE CMU

GROUTED SOLID

REFER TO ARCH DWGS

1' - 1 5/8"

PRECAST WATERTABLE

REFER TO ARCH DWGS;

CONN TO CMU AS REQ'D

BY PRECAST MFR

GROUT COURSE SOLID

REFER TO FDN PLAN

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

6" CMU

GROUTED SOLID

GARDEN SOIL

REFER TO CIVIL DWGS

EIFS

REFER TO ARCH DWGS

4" SOLID CMU

TOP OF FTG

REFER TO FDN PLAN

DOWELS SHALL MATCH

WALL REINF

EIFS

REFER TO ARCH DWGS

FIN GRADE

REFER TO CIVIL DWGS

MANUFACTURED STONE

REFER TO ARCH DWGS

4" SOLID CMU

MORTAR COLLAR

JOINT SOLID

MANUFACTURED STONE

REFER TO ARCH DWGS

PRECAST WATERTABLE

REFER TO ARCH DWGS;

CONN TO CMU AS REQ'D

BY PRECAST MFR

(TYP EA SIDE)GROUT COURSE SOLID

(+3'-4")

BASE BIDADDITIVE BID ITEM #1

REFER TO FDN PLAN

REFER TO "WALL FOOTING

DETAIL" ON DWG S3.0.1

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

GROUT CMU SOLID

BELOW GRADE

GARDEN SOIL

REFER TO CIVIL DWGS

EIFS

REFER TO ARCH DWGS

4" SOLID CMU

TOP OF FTG

REFER TO FDN PLAN

DOWELS SHALL MATCH

WALL REINF

EIFS

REFER TO ARCH DWGS

FIN GRADE

REFER TO CIVIL DWGS

4" SOLID CMU

MORTAR COLLAR

JOINT SOLID

1' - 3 5/8"

(+0'-8")

4" GROUND FACE CMU

REFER TO ARCH DWGS

4" GROUND FACE CMU

REFER TO ARCH DWGS

MORTAR COLLAR

JOINT SOLID

(+0'-8") 4" GROUND FACE CMU

REFER TO ARCH DWGS

1' - 1 5/8"

4" GROUND FACE CMU

REFER TO ARCH DWGS

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

JBE (+11'-4")

8x16 OPEN BOT BOND

BEAM W/ (2) #5 CONT

REINF INDICATED BROKEN

FOR CLARITY

JOIST

REFER TO PLAN

1 1/2" STEEL

ROOF DECK

DOWN

3/16

CONT L3x3x1/4

REFER TO FRAMING PLAN

FOR SEAT HEIGHT

(+15'-4")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EIFS

REFER TO ARCH DWGS

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

GROUT CMU SOLID

AT ANCHORS

JOIST

REFER TO PLAN

1 1/2" STEEL

ROOF DECK

3/16 3-12

CONT L4x4x5/16 W/ 5/8"

DIAM SCREW ANCHORS

@ 2'-8" OC

4"

(VARIES)

(+15'-4")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EIFS

REFER TO ARCH DWGS

DOWN

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

8x16 OPEN BOT BOND

BEAM W/ (2) #5 CONT

REINF INDICATED BROKEN

FOR CLARITY

1 1/2" STEEL

ROOF DECK

3/16

CONT L3x3x1/4

JBE (+13'-0")

REFER TO FRAMING PLAN

FOR SEAT HEIGHT

JOIST

REFER TO PLAN

(+15'-4")

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

(+15'-4")

8x16 OPEN BOT BOND

BEAM W/ (2) #5 CONT

JOIST

REFER TO PLAN

1 1/2" STEEL

ROOF DECK

DOWN

3/16

CONT L3x3x1/4

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

JBE (+12'-4")

REINF INDICATED BROKEN

FOR CLARITY

REFER TO FRAMING PLAN

FOR SEAT HEIGHT

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

(+9'-4")

8x24 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EA COURSE

EIFS

REFER TO ARCH DWGS

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

JOIST

REFER TO PLAN

1 1/2" STEEL

ROOF DECK

3/16 3-12

CONT L4x4x5/16 W/ 5/8"

DIAM SCREW ANCHORS

@ 2'-8" OC

4"

GROUT CMU SOLID

AT ANCHORS

(VARIES)

ARCH PRECAST BEARING

CONN TO CMU PILASTER

BEYOND BY PRECAST MFR

(SELF-SUPPORTING ONLY)

CONT 5"x1/4" BRG PLATE W/ 1/2" DIAM x 6" HEADED

STUDS @ 2'-8" OC

(TYP OF 2)

8x24 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EA COURSE

1 1/2" STEEL

ROOF DECK

MORTAR COLLAR

JOINT SOLID

(+12'-0")

(+16'-0")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

MANUFACTURED STONE

REFER TO ARCH DWGS

8x24 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EA COURSE

GROUT CUT COURSE

CMU SOLID

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

EIFS

REFER TO ARCH DWGS

1 1/2" STEEL

ROOF DECK

CONT 5"x1/4" BRG PLATE W/ 1/2" DIAM x 6" HEADED

STUDS @ 2'-8" OC

(TYP OF 2)

8x24 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EA COURSE

(+12'-0")

(+16'-0")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

ARCH PRECAST BEARING

CONN TO CMU PILASTER

BEYOND BY PRECAST MFR

(SELF-SUPPORTING ONLY)

MORTAR COLLAR

JOINT SOLID

MANUFACTURED STONE

REFER TO ARCH DWGS

8x24 OPEN BOT BOND

BEAM W/ (2) #5 CONT

EA COURSE

GROUT CUT COURSE

CMU SOLID

1 1/2" STEEL

ROOF DECK

BEAM

REFER TO PLAN

(+11'-0")

2' - 2" 2"

CONT L3x3x1/4

HSS2-1/2x2-1/2x1/4

OUTLOOKER

3/16

3 SIDES

3/16

362S162-43 STUDS (MIN)

@ 16" OC (TYP EA SIDE)

362S162-43 STUDS (MIN)

@ 16" OC; CLIP TO

BEAM FLANGE (TYP)

(3) 362S162-43 STUDS (MIN)

BTWN OUTLOOKERS W/

14 GA CLIP ANGLE EA END

CONT L3x2x1/4

(LLV, EA SIDE)

14GA CLIP ANGLE (TYP)

BEAM

REFER TO PLAN

CONT 362T125-43 TRACK

(TYP EA SIDE)

CONT BOX BEAM W/ (2)

362S162-43 STUDS (MIN)

W/ TOP & BOT TRACK

3/16 3-12

TYP

600S162-43 STUDS (MIN)

@ 16" OC; PROVIDE CONT

600T125-43 TRACK

(TOP & BOT)

PROVIDE (2) 3-5/8" STUDS

BELOW 6" STUDS FOR

SUPPORT; CONN STUDS

TO BOT TRACK

(+11'-0")

1 1/2" STEEL

ROOF DECK

3/16 3-12

BEAM

REFER TO PLAN

CONT L6x4x5/16 (LLH)

362S162-43 STUDS (MIN)

@ 16" OC

362S162-43 STUDS (MIN)

@ 16" OC (TYP EA SIDE)

CONT L3x2x1/4 (LLV)

600S162-43 STUDS (MIN)

@ 16" OC, MATCH ADJ

STUDS; PROVIDE CONT

600T125-43 TRACK

(TOP & BOT)

362S162-43 STUDS (MIN)

@ 16" OC

14GA CLIP ANGLE (TYP)

3/16 3-12

1' - 0 3/8"

CONT 14 GA ANGLE W/ 5"

LEGS; CONN TO TRACK

AND EA STUD W/ (2) #10-16

SELF-DRILLING SCREWS

PROVIDE CONT 362T125-43

TOP TRACK; CONN TO L6x4

8" CMU

REFER TO FDN PLAN

FOR VERT REINF

EIFS

REFER TO ARCH DWGS

BEAM

REFER TO PLAN

9 1/8"

(+11'-0")

(+15'-4")

8x8 OPEN BOT BOND

BEAM W/ (2) #5 CONT

8x16 OPEN BOT BOND

BEAM W/ (2) #5 CONT

REINF INDICATED BROKEN

FOR CLARITY

JOIST

REFER TO PLAN

1 1/2" STEEL

ROOF DECK

3/16

CONT L3x3x1/4

JBE (+13'-0")

REFER TO FRAMING PLAN

FOR SEAT HEIGHT

1 1/2" STEEL

ROOF DECK

DOWN

CONT 1/4" BENT PLATE

3/16 3-12

362S162-43 STUDS (MIN)

@ 16" OC; CLIP TO

BEAM FLANGE (TYP)

BEAM

REFER TO PLAN

7"

7"

3"

(+11'-0")

W12 COL

4" GROUND FACE CMU

REFER TO ARCH DWGS

EIFS

REFER TO ARCH DWGS

BEAM

REFER TO PLAN

(+8'-0")

1 1/2" STEEL

ROOF DECK

BEAM

REFER TO PLAN

PROVIDE HSS2-1/2x2-1/2x1/4

FOR DECK SUPPORT

AROUND COL WRAP

(TYP 3 SIDES)

3/16

1 1/2" STEEL

ROOF DECK

400S162-54 STUDS

(TYP AROUND COL)

(+12'-4")

(+11'-0")

2' - 2" 2"

1 1/2" STEEL

ROOF DECK

3/16

3 SIDES

BEAM

REFER TO PLAN

CONT BOX BEAM W/ (2)

362S162-43 STUDS (MIN)

W/ TOP & BOT TRACK

362S162-43 STUDS (MIN)

@ 16" OC (TYP EA SIDE)

CONT 362T125-43 TRACK

(TYP EA SIDE)

362S162-43 STUDS (MIN)

@ 16" OC; CLIP TO

BEAM WEB (TYP)

BEAM

REFER TO PLAN

3/16 3-12

TYP

CONT L3x2x1/4

(LLV, EA SIDE)

HSS2-1/2x2-1/2x1/4

OUTLOOKER

(3) 362S162-43 STUDS (MIN)

BTWN OUTLOOKERS W/

14 GA CLIP ANGLE EA END

14GA CLIP ANGLE (TYP)

CONT L3x3x1/4

3/16

600S162-43 STUDS (MIN)

@ 16" OC; PROVIDE CONT

600T125-43 TRACK

(TOP & BOT)

PROVIDE (2) 3-5/8" STUDS

BELOW 6" STUDS FOR

SUPPORT; CONN STUDS

TO BOT TRACK

(+11'-0")

1 1/2" STEEL

ROOF DECK

BEAM

REFER TO PLAN

BEAM

REFER TO PLAN

HSS2-1/2x2-1/2x1/4

OUTLOOKER

(3) 362S162-43 STUDS (MIN)

BTWN OUTLOOKERS W/

14 GA CLIP ANGLE EA END

362S162-43 STUDS (MIN)

@ 16" OC; CLIP TO

BEAM FLANGE (TYP)

EIFS

REFER TO ARCH DWGS

(+8'-0")

4" GROUND FACE CMU

REFER TO ARCH DWGS

CONT L3x3x1/4

3/16

600S162-43 STUDS (MIN)

@ 16" OC; PROVIDE CONT

600T125-43 TRACK

(TOP & BOT)

PROVIDE (2) 3-5/8" STUDS

BELOW 6" STUDS FOR

SUPPORT; CONN STUDS

TO BOT TRACK

W12 COL

1 1/2" STEEL

ROOF DECK

400S162-54 STUDS

(TYP AROUND COL)

(+12'-4")

(+11'-0")

1 1/2" STEEL

ROOF DECK

BEAM

REFER TO PLAN

362S162-43 STUDS (MIN)

@ 16" OC (EA SIDE)

CONT 600S162-43 STUD

W/ 600T125-43 TRACK

(TYP EA SIDE)

14GA CLIP ANGLE

(TYP TOP & BOT)

C

AO

M

M O N

W E

A LTH OF

V

I R G I N I

P

O

R O F

E

SS I

N

N

AL ENG

I

R E E

M O S E L E Y A R C H

IT

E C T S .C O M

JEFFREY S. O'BEIRNE

Lic. No. 036947

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3

:1

P M

FOUNDATION

AND FRAMING

SECTIONS

H . R

. T . J

R . A

R N

G R

EA

D

IN

ES

S C

EN

TE

R (T

A R

C ) V

IS

IT

O R

S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

A

R L

IN

G

T O

N

V A

S3.1

V A

F M

P N

-0

594303

MAY 27 2020

3/4" = 1'-0"S1.1 S3.1

SECTION4

3/4" = 1'-0"S1.1 S3.1

SECTION1

3/4" = 1'-0"S1.1 S3.1

SECTION5

3/4" = 1'-0"S1.1 S3.1

SECTION3

3/4" = 1'-0"S1.1 S3.1

SECTION2

3/4" = 1'-0"S1.1 S3.1

SECTION6

3/4" = 1'-0"S1.1 S3.1

SECTION7

3/4" = 1'-0"S1.1 S3.1

SECTION8

3/4" = 1'-0"S1.1 S3.1

SECTION9

3/4" = 1'-0"S1.1 S3.1

SECTION10

3/4" = 1'-0"S1.1 S3.1

SECTION11

3/4" = 1'-0"S1.1 S3.1

SECTION12

3/4" = 1'-0"S1.1 S3.1

SECTION13

3/4" = 1'-0"S1.1 S3.1

SECTION16

3/4" = 1'-0"S1.1 S3.1

SECTION15

3/4" = 1'-0"S1.1 S3.1

SECTION17

3/4" = 1'-0"S1.1 S3.1

SECTION14

3/4" = 1'-0"S1.1 S3.1

SECTION18

3/4" = 1'-0"S1.1 S3.1

SECTION19

TOP OF FOOTING

ELEVATION (+11'-0")

ELEVATION (+8'-0")

4" CMU VENEER

5/8" STRUCTURAL SHEATHING (TYP)

(10) 400S162-54 STUDS

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC

(TYP OF 4)

EIFS

REFER TO ARCH DWGS

W12 COL

TOP OF CMU (+8'-0")

8" 1' - 0" 1' - 4"

BREAK STUD ABOVE

AND BELOW CANOPY

BEAM AS REQ'D

OUTLOOKER

REFER TO PLAN

5/8" STRUCTURAL SHEATHING (TYP)

(10) 400S162-54 STUDS

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC

(TYP OF 4)

EIFS

REFER TO ARCH DWGS

W12 COL

CMU BELOW (+8'-0")

CANOPY BEAM

REFER TO PLAN

CANOPY BEAM

REFER TO PLAN

PROVIDE TOP 400T125-43

TRACK CONT AROUND

PERIMETER OF STUDS

AT (+12'-6")

REFER TO 17/S3.1 FOR

HSS DECK SUPPORT

NOT INDICATED

(TYP 3 SIDES)

CONC FOOTING

W12 COL W/ BASE PLATE

REFER TO FDN PLAN

COL & FOOTING CL

4" SOLID CMU (FTG TO +0'-0")

COL & FOOTING CL

5/8" STRUCTURAL SHEATHING (TYP)

(10) 400S162-54 STUDS;

BOT (+0'-0")

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC

(TYP OF 4)

2' - 3" 2' - 3"

PROVIDE CONT 400T125-43

TRACK AT STUD BOT (+0'-0");

CONN TO SOLID CMU

(TYP 4 SIDES)

/4

(S T

U D

/4

(S T

U D

1' - 6" 1' - 6"

MORTAR COLLAR

JOINT SOLID

(TYP 4 SIDES)

/8

/8

JT

/8

/4

/8

/8

JT

/8

3 5/8"

1 3/8" JT

3 5/8" 1' - 6 3/4" 3 5/8"

1 3/8" JT

3 5/8"

(STUD)

4 3/4"

(STUD)

4 3/4"

NOTE: PROVIDE CMU BLOCKOUT AT FIRST COURSE ON TOP OF FOOTING FOR RAIN LEADER TURN-OUT.

RAIN LEADER AT COLUMN C1 ONLY.

NOTE

RAIN LEADER

COL C1 ONLY

RAIN LEADER

COL C1 ONLY

ELEVATION (+8'-0")

EIFS

REFER TO ARCH DWGS

8" CMU

4" CMU VENEER

5/8" STRUCTURAL SHEATHING (TYP)

(10) 400S162-54 STUDS

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC

(TYP OF 4)

EIFS

REFER TO ARCH DWGS

W12 COL

TOP OF CMU (+8'-0")

/8

4" CMU VENEER

TOP OF CMU (+8'-0")

BREAK STUD ABOVE

AND BELOW CANOPY

BEAM AS REQ'D

(TYP OF 3)

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC; TOP

TIE PLATE SHALL BE AT

TOP OF COL (TYP OF 4)

PROVIDE TOP 400T125-43

TRACK CONT AROUND

PERIMETER OF STUDS

AT (+12'-6")

EIFS

REFER TO ARCH DWGS

5/8" STRUCTURAL SHEATHING (TYP)

W12 COL BELOW

CANT BEAM

CANOPY BEAM

REFER TO PLAN

(10) 400S162-54 STUDS

EIFS

REFER TO ARCH DWGS

8" CMU

ELEVATION (+11'-0")

DECK SUPPORT

ANGLE FRAMING

REFER TO PLAN

CMU BELOW (+8'-0")

CANOPY BEAM

REFER TO PLAN

CMU BELOW (+8'-0")

TOP OF FOOTING

/8

/8

/8

COL & FOOTING CL

W12 COL W/ BASE PLATE

REFER TO FDN PLAN

COL & FOOTING CL

8" CMU

GROUNTED SOLID

4" SOLID CMU

5/8" STRUCTURAL SHEATHING (TYP)

(10) 400S162-54 STUDS;

BOT (+0'-0")

1' - 0" 1' - 0"

CONC FOOTING

4" SOLID CMU (FTG TO +0'-0")

(TYP 3 SIDES)

CONN INTERIOR STUDS

TO COL FLANGE W/ TIE

PLATES @ 4'-0" OC

(TYP OF 4)

PROVIDE CONT 400T125-43

TRACK AT STUD BOT (+0'-0");

CONN TO SOLID CMU

(TYP 4 SIDES)

7 1/4" (STUD) 7 1/4" (STUD)

4" SOLID CMU

MORTAR COLLAR

JOINT SOLID

(TYP 3 SIDES)

3 5/8"

1 3/8" JT

3 5/8" 6 3/4" 3 5/8"

1 3/8" JT

3 5/8"

(S T U D

/4

/8

/8

JT

/8

NOTE: PROVIDE CMU BLOCKOUT AT FIRST COURSE ON TOP OF FOOTING FOR RAIN LEADER TURN-OUT.

NOTE

RAIN LEADER

RAIN LEADER

/8

1 3/8"

NOTES: 1. ADDITIVE BID ITEM #1 INDICATED IN PLAN DETAILING.

2. GROUT 10" CMU PILASTER SOLID AND REINFORCE WITH #5 @ 8" OC VERTICAL BARS.

3. REFER TO ARCH DRAWINGS FOR MANUFACTURED STONE ABOVE SOLID FDN CMU.

10" CMU

GROUTED SOLID

4" SOLID CMU

6" CMU

GROUTED SOLID

/1

/8

/4

/8

9 3/16" 1' - 2" 1' - 1 5/8" (ADD BID ITEM #1)

9 5/8" 8 3/8" 9 5/8"

MORTAR COLLAR

JT SOLID

10" CMU

GROUTED SOLID

/4

(A D

D B

ID

/8

(A D

D B

ID

I T

E M

MORTAR COLLAR

JT SOLID

4" SOLID CMU

4" SOLID CMU

10" CMU

GROUTED SOLID

10" CMU

GROUTED SOLID

/4

(B

A S

E B

ID

/8

(B A

S E

B

ID

1' - 3 5/8" (BASE BID)

/8

/4

/8

9 3/16" 1' - 2" 1' - 1 5/8" (ADD BID ITEM #1) 1' - 11 3/16"

9 5/8" 8 3/8" 9 5/8"

10" CMU

GROUTED SOLID

MORTAR COLLAR

JT SOLID

10" CMU

GROUTED SOLID

4" SOLID CMU

4" SOLID CMU

MORTAR COLLAR

JT SOLID

1' - 2" 1' - 1 5/8"

10" CMU

GROUTED SOLID

1…