Package_1_-_Auto_Body_Shop_-_Plans-_28_Jul_15.pdf

PDF 16 MB Posted Aug 25, 2015

Attached to: Repair Auto Hobby Shop, Bldg. 2415 at Joint Base-McGuire-Dix-Lakehurst, New Jersey
Solicitation number: W912DS-15-B-0016
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
BID_ABSTRACT_15-B-0016.pdf	PDF	Sep 25, 2015
W912DS-15-B-0016-0007.pdf	PDF	Sep 24, 2015
W912DS-15-B-0016-0006.pdf	PDF	Sep 23, 2015
W912DS-15-B-0016-0005.pdf	PDF	Sep 22, 2015
W912DS-15-B-0016-0004.pdf	PDF	Sep 22, 2015
Appendix_B_-_Monitoring_Wells_(Bldg_2415).pdf	PDF	Sep 18, 2015
W912DS-15-B-0016-0003.pdf	PDF	Sep 18, 2015
TOC_-_Amendment_0002.pdf	PDF	Sep 17, 2015
Site_Visit_Sign_In_Sheet.pdf	PDF	Sep 17, 2015
W912DS-15-B-0016-0002.pdf	PDF	Sep 17, 2015
Appendix_A_-_Basis_of_Design_Info.pdf	PDF	Sep 17, 2015
Plans_-_Amendment_0002.pdf	PDF	Sep 17, 2015
W912DS-15-B-0016-0001.pdf	PDF	Sep 1, 2015
Site_Visit_Map.pdf	PDF	Sep 1, 2015
Package_2_-_Auto_Body_Shop_-_Specs_-_28_Jul_15.pdf	PDF	Aug 25, 2015
W912DS-15-B-0016_Solicitation-FINALIZED.pdf	PDF	Aug 25, 2015

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REPAIR AUTO HOBBY SHOP SITE

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

- L

A S

N O

Sheet of

S U

B as e C iv il

E ng in ee r

C hi ef E ng in ee r

C hi ef O pe ra tio ns

D at e

C hi ef o f D es ig n

P ro je ct

D es ig n

M an ag er

/S af et y

D at e

S ec ur ity

P ol ic e

C om m un ic at io ns

Fi re

D ep ar m en t

D at e

C on st ru ct io n M an ag em en t

E nv iro nm en ta l

U si ng A ge nc y

D at e

C or ro si on E ng in ee r

D at e

S U

:5 :5

P M

G-001

C O

S H

U G

A U

O P

-5

-0

.d w g

27 AUGUST 2014

REPAIR AUTO HOBBY SHOP

JOINT BASE MCGUIRE - DIX - LAKEHURST, NEW JERSEY

100% DESIGN SUBMISSION

NORTH

SCALE: NTS

DRAWING LIST:

NORTH

SCALE: NTS

SHEET NAME 15

- 2 8 O

- 0

9 D

- 3 0 A

- 1

6 M

- 1 3 J

- 2 7 A

I-001 49 INTERIORS SYMBOLS, ABBREVIATIONS, LEGENDS &

SCHEDULES

X X X X X

I-002 50 INTERIORS SIGNAGE SCHEDULE X X X X

I-101 51 INTERIOR FINISH PLAN LEVEL 1 X X X X X

I-102 52 INTERIOR FINISH PLAN MEZZANINE LEVEL X X X X X

I-111 53 FURNITURE, FIXTURES, & EQUIP. PLAN LEVEL 1 X X X X X

I-401 54 INTERIOR ELEVATIONS & ENLARGED FLOOR PATTERN

PLAN

X X X X X

I-601 55 INTERIOR ROOM FINISH SCHEDULE & LEGEND X X X X X

F-001 56 FIRE PROTECTION GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

X X X X

F-101 57 FIRE SUPPRESSION PLAN - LEVEL 1 X X X X

F-102 58 FIRE SUPPRESSION PLAN - MEZZANINE LEVEL X X X X

F-111 59 FIRE ALARM PLAN - LEVEL 1 X X X X

F-112 60 FIRE ALARM PLAN - MEZZANINE LEVEL X X X X

F-501 61 BUILDING SECTION, DETAILS AND MATRIX X X X X

P-001 62 PLUMBING GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

X X X X

PD101 63 DEMOLITION - DOMESTIC WATER PLAN - LEVEL 1 X X X X

PD102 64 DEMOLITION - SANITARY SEWER PLAN - LEVEL 1 X X X X

P-101 65 DOMESTIC WATER PLAN - LEVEL 1 X X X X

P-102 66 SANITARY SEWER PLAN - LEVEL 1 X X X X

P-501 67 PLUMBING DETAILS X X X X

P-601 68 PLUMBING SCHEDULES X X X X

P-701 69 COMPRESSED AIR RISER X X

P-702 70 PLUMBING RISERS X

M-001 71 MECHANICAL GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

X X X X

MD101 72 MECHANICAL DEMOLITION PLAN - LEVEL 1 X X X X

M-101 73 HVAC PLAN - LEVEL 1 X X X X

M-102 74 HVAC PLAN - MEZZANINE LEVEL X X X X

M-601 75 MECHANICAL SCHEDULES X X X X

M-701 76 RISER DIAGRAMS X X

E-001 77 ELECTRICAL GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

X X X X

ED101 78 ELECTRICAL DEMOLITION PLAN - LEVEL 1 X X X X

E-101 79 POWER PLAN - LEVEL 1 X X X X

E-102 81 POWER PLAN - MEZZANINE LEVEL X X X X

E-111 81 LIGHTING PLAN - LEVEL 1 X X X X

E-112 82 LIGHTING PLAN - MEZZANINE LEVEL X X X X

E-501 83 ELECTRICAL DETAILS X X X X

E-502 84 ELECTRICAL DETAILS X X X X

E-601 85 ELECTRICAL SCHEDULES X X X X

E-602 86 ELECTRICAL SCHEDULES X X X X

E-603 87 RISER DIAGRAMS X X X X

E-801 88 TELECOMMUNICATIONS X X

SHEET NAME 15

- 2 8 O

- 0

9 D

- 3 0 A

- 1

6 M

- 1 3 J

- 2 7 A

G-001 01 COVER SHEET X X X X X X

HA101 02 REPAIR AUTO HOBBY SHOP FIRST FLOOR PLAN -

ASBESTOS SAMPLE LOCATION AND

ASBESTOS-CONTAINING BUILDING MATERIAL (ACBM)

X X X X X

HA102 03 ROOF PLAN - ASBESTOS SAMPLE LOCATION X X X X X

C-101 04 CIVIL SITE PLAN X X X X X X

C-501 05 CIVIL SITE DETAILS X X X X X

S-001 06 STRUCTURAL GENERAL NOTES X X X X X

S-101 07 FOUNDATION PLAN - LEVEL 1 X X X X X

S-102 08 FRAMING PLAN - MEZZANINE LEVEL X X X X X

S-103 09 ROOF PLAN X X X X

S-201 10 STRUCTURAL WALL AND BRACED FRAME ELEVATIONS X X X X X

S-202 11 STEEL ELEVATIONS X X X X

S-301 12 STRUCTURAL SECTIONS X X X X X

S-302 13 STRUCTURAL SECTIONS X X X X

S-501 14 CMU DETAILS X X X X

S-502 15 FOUNDATION DETAILS X

S-520 16 STEEL FRAMING DETAILS AND SECTIONS X X X X X

S-521 17 STEEL FRAMING DETAILS AND SECTIONS X X X X X

S-522 18 STRUCTURAL STUD SECTIONS AND DETAILS X X X X X

S-523 19 METAL STUD DETAILS X

A-001 20 ARCHITECTURAL SYMBOLS, ABBREVIATIONS,&

LEGENDS

X X X X X

AD101 21 DEMOLITION PLAN - LEVEL 1 X X X X X X

AD102 22 DEMOLITION ROOF PLAN X X X X X X

AD301 23 DEMOLITION BUILDING SECTIONS X X X X X

A-011 24 LIFE SAFETY PLAN - LEVEL 1 X X X X X

A-101 25 FLOOR PLAN - LEVEL 1 X X X X X X

A-102 26 FLOOR PLAN - MEZZANINE LEVEL X X X X X X

A-103 27 ROOF PLAN X X X X X X

A-121 28 REFLECTED CEILING PLAN - LEVEL 1 X X X X X

A-122 29 REFLECTED CEILING PLAN - MEZZANINE LEVEL X X X X X

A-201 30 NORTH & SOUTH EXTERIOR ELEVATIONS X X X X X X

A-202 31 EAST EXTERIOR ELEVATIONS X X X X X X

A-203 32 WEST EXTERIOR ELEVATIONS X X X X X X

A-301 33 ARCHITECTURAL BUILDING SECTIONS X X X X X

A-302 34 ARCHITECTURAL BUILDING SECTIONS X X X X

A-310 35 ARCHITECTURAL WALL SECTIONS X X X X X

A-401 36 ENLARGED PLANS, TOILET ELEVATIONS, STAIR PLANS,

SECTIONS, & DETAILS

X X X X X

A-501 37 ARCHITECTURAL PLAN AND EXTERIOR DETAILS X X X

A-510 38 ARCHITECTURAL SECTION DETAILS X X X X

A-511 39 ARCHITECTURAL SECTION DETAILS X X X X

A-520 40 ARCHITECTURAL ROOF AND EXTERIOR DETAILS X X X

A-530 41 ARCHITECTURAL INTERIOR DETAILS X X X X

A-531 42 ARCHITECTURAL INTERIOR DETAILS X X X

A-601 43 DOOR SCHEDULE, DOOR TYPES & DETAILS X X X X X

A-602 44 THRESHOLDS, FLOORING DETAILS, AND LOUVER

SCHEDULE

A-603 45 WINDOW SCHEDULE & DETAILS X X X

A-604 46 STOREFRONT SCHEDULE & DETAILS X

A-605 47 PARTITION TYPES & SCHEDULES X X X

A-901 48 3D IMAGES X X X X X X

50B

49B

53B 54B

57B 58B

55B 56B

51B 52B

47B 48B

66B 68B

65B 67B

9" FLOOR TILE AND MASTIC

12" FLOOR TILE AND MASTIC

CEILING DRYWALL JOINT COMPOUND (CEILING)

12" FLOOR TILE

WINDOW CAULK & GLAZING

NUMBER OF PIPE ELBOWS COUNTED

CARPET OVER TILE

111611-184-xxB SAMPLE NUMBERS

ARROW POINTS TO SAMPLED LOCATION

DRAWING SYMBOLS

3/32" = 1'-0"1/16" = 1'-0"

1/4" = 1'-0"1/2" = 1'-0"1" = 1'-0"

8'4' 16'

1/8" = 1'-0"NORTH

S ym bo l

D es cr ip tio n

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D es cr ip tio n

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D E

P A

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C E

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C O

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A N

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GRAPHIC SCALE

-5

-1

HA101

-5

.D W

/28

/11

0% S

/09

/11

/30 /12

/16

/14

/10 /14

/27

/14

63B

61B 64B

60B

62B

ARROW POINTS TO SAMPLED LOCATION

111611-184-xxB SAMPLE NUMBER

CARPET OVER TILE

NUMBER OF PIPE ELBOWS COUNTED

WINDOW CAULK GLAZING

12" FLOOR TILE

CEILING DRYWALL JOINT COMPOUND

12" FLOOR TILE AND MASTIC

9" FLOOR TILE AND MASTIC

DRAWING SYMBOLS

NORTH

S ym bo l

D es cr ip tio n

A pp ro ve d D at e

D es cr ip tio n

S ym bo l

D at e:

D ra w n by

C he ck ed b y:

D es ig ne d by

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P lo t D at e:

Fi le

N am e:

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D E

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C E

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.D W

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/09

/11

/30 /12

/16

/14

/10 /14

/27

/14

HA102

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D es cr ip tio n

S ym bo l

D at e:

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C E

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B M

C-1010 60'30' 120

1" = 30'NORTH GRAPHIC SCALE

L0 9-

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S ym bo l

D es cr ip tio n

A pp ro ve d D at e

D es cr ip tio n

S ym bo l

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D es ig ne d by

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P A

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C-501

L0 9-

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3' -6

-0

3' -0

2'-6"

3'-0"

1'-0"

5.0 ABBREVIATIONS

A.B.

ARCH.

BRG.

BOTT.

C/C C.J.

CLR.

COL.

CONC.

CONN.

CONT.

COORD.

CMU

DIM.

DIA.

DIST.

DWGS.

EA.

EL.

ENG.

E.O.R.

EQ.

E.S.

E.W.

EXP.

FABR.

F.F.

FFE

FTG.

GA.

GALV.

HK.

HORIZ.

H.S.

ANCHOR BOLT

ARCHITECT

BOTTOM OF

BEARING

BOTTOM

CENTER-TO-CENTER

CONTROL JOINT

CLEAR

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

COORDINATE

CONCRETE MASONRY UNIT

DIMENSION

DIAMETER

DISTANCE

DRAWINGS

EACH

ELEVATION

ENGINEER

ENGINEER OF RECORD

EQUAL

EACH SIDE

EACH WAY

EXPANSION

FABRICATOR

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FOOTING

GAUGE

GALVANIZED

HOOKED

HORIZONTAL

HEADED STUD

INFO.

KSI

LLH

LLV

L.W.

MANUF.

MAX.

MECH.

MIN.

O.H.

O.C.

PL.

PSF

PSI

QTY

REF.

REINF.

SCH.

S.F.

STL.

S.W.

TYP.

ULT.

U.N.O.

VCJ

VMCJ

W/ W/O

WWF

INFORMATION

KIPS

KIPS PER SQUARE INCH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG WAYS

MANUFACTURER

MAXIMUM

MECHANICAL

MINIMUM

OVERHANG

ON-CENTER

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

QUANTITY

REFERENCE

REINFORCED

SCHEDULE

STEPPED FOOTING

STEEL

SHORT WAYS

TOP OF

TYPICAL

ULTIMATE

UNLESS NOTED OTHERWISE

VERTICAL CONTROL JOINT

VERTICAL MASONRY CONTROL JOINT

WITH

WITHOUT

WELDED WIRE FABRIC

GENERAL STRUCTURAL NOTES

1.00 GENERAL

1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY

SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCY.

1.03 THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS.

1.05 FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

1.06 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE

FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION.

1.07 ANY BRAND SPECIFIC MATERIALS MAY BE SUBSTITUTED W/ AN EQUIVALENT PRODUCT BY AN ALTERNATE

MANUF.. IF APPROVED BY THE ENGINEER OF RECORD, U.N.O.

2.00 GEOTECHNICAL

2.01 THE DESIGN OF FOUNDATIONS IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF.

2.02 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. COMPACT EARTH BELOW NEW FOUNDATION TO 95% MODIFIED PROCTOR, MIN.

3.00 REINFORCED CONCRETE

3.01 PRIOR TO CASTING FOUNDATIONS, PREPARE THE SITE IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND

REQUIRED COMPACTION.

3.02 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318-05, BUILDING CODE REQUIREMENTS FOR REINF. CONCRETE.

3.03 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

MINIMUM 28-DAY COMPRESSIVE STRENGTHS:

f'c

FOUNDATIONS . . . . . . . . . . . . . 3,000 PSI

SLABS-ON-GRADE . . . . . . . . . . 3,500 PSI

SUSPENDED FLOOR SLAB . . . . . . . 3,500 PSI

3.04 USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.05 CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 3/4".

3.06 DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH CURRENT ACI 315, DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL

SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

3.07 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

3.08 WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS.

LAP EDGES 3 CROSS WIRES MINIMUM.

3.09 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;

STAGGER SPLICES WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") FOR CONTINUOUS REINF. AND MATCHING DOWELS U.N.O. LAP SPLICES SHALL BE 57 BAR DIAMETERS FOR BARS SMALLER THAN #7 AND 72

BAR DIAMETERS FOR #7 & LARGER.

3.10 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE:

A. CONCRETE CAST AGAINST EARTH (NOT FORMED) . . 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER

#6 THROUGH #18 BARS . . . . . . . . . . . . . . . 2"

#5 BARS AND SMALLER . . . . . . . . . . . . . . . 1½"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER

SUSPENDED SLABS AND WALLS

#14 THROUGH #18 BARS. . . . . . . . . . . . . . . 1½"

#11 BARS AND SMALLER. . . . . . . . . . . . . . . 1"

BEAMS (STIRRUPS) AND COLUMNS (TIES) . . . . . . . . 1½"

3.11 DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. ANY PIPES SHALL BE

BETWEEN THE OUTER HORIZONTAL AND VERTICAL LAYERS OF REINF.

3.12 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL

ENGINEER.

3.13 ALL REINFORCING STEEL PLACEMENT SHALL BE INSPECTED PER IBC 2009 SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

3.14 REINFORCE SLAB-ON-GRADE AT ALL PENETRATIONS AND AT RE-ENTRANT CORNERS. PLACE THREE #3x3'-0 AROUND FLOOR DRAINS. PLACE #4x4'-0" (MIN.) AT RE-ENTRANT CORNERS. HOLD REINFORCING 1" CLEAR

FROM TOP OF CONCRETE.

3.15 WALLS AND OTHER INTERSECTING ELEMENTS SHALL HAVE CORNER BARS TO PROVIDE CONTINUITY. USE

CRSI STANDARDS OR AS SHOWN ON THE DRAWINGS.

4.00 LIGHT GAUGE STEEL

4.01 LIGHT GAUGE FRAMING SHALL BE GALVANIZED STEEL, G-60 COATING TO COMPLY WITH ASTM A653, MINIMUM YIELD 33 KSI, SIZES AND GAUGES SHOWN.

4.02 LIGHT GAUGE FRAMING SHALL BE INSTALLED IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND THE

MANUFACTURER'S RECOMMENDATIONS.

4.03 ALL LIGHT GAUGE FRAMING SHALL BE INSTALLED BY EXPERIENCED WORKMEN SO AS TO PRODUCE RIGID

ASSEMBLIES. ADD SUFFICIENT CONNECTIONS AS REQUIRED.

4.04 STUDS SHALL BE SPACED AS SHOWN ON PLANS.

4.05 FOR STUD FRAMING AT WALL OPENINGS, REFER TO NOTES AND DETAILS ON S500 SERIES SHEETS.

4.06 INTERIOR WALLS SHALL BE CONSTRUCTED W/ MIN. 3 5/8" 25 GAUGE (I=0.0216 IN4 AND S=0.105 IN3), REFER TO ARCHITECTURAL, AND SHALL RESIST A MINIMUM OF 5 PSF HORIZONTAL PRESSURE WITH A MAXIMUM

DEFLECTION OF L/240.

4.07 AT INTERIOR STUD WALLS, ATTACH TRACKS TO CONCRETE WITH ONE POWER DRIVEN FASTENER PER STUD

MINIMUM.

4.08 WALL BRIDGING SHALL BE PER MANUF.. STANDARDS, TYPICALLY 5' O.C. MAX.

5.00 STRUCTURAL STEEL AND STEEL JOISTS

5.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC "SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS", LATEST EDITION.

5.02 THIS STRUCTURE IS CONSIDERED A NON-SELF-SUPPORTING BRACED FRAME. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SUPPORTS UNTIL ALL PERMANENT BRACING AND FLOOR SLABS ARE IN

PLACE.

5.03 STRUCTURAL STEEL SHALL COMPLY WITH ASTM A36 AND ASTM A992. CHANNELS SHALL COMPLY WITH ASTM A36 AND ALL OTHER STRUCTURAL SHAPES SHALL COMPLY WITH ASTM A992, 50 KSI YIELD. STEEL TUBES SHALL COMPLY WITH ASTM A500, GRADE B 46 KSI YIELD. MISCELLANEOUS PLATES AND SHAPES MAY

BE ASTM A36.

5.04 CONNECTION BOLTS SHALL CONFORM TO ASTM A325 (OR F1852 FOR TWIST-OFF TYPE BOLT ASSEMBLIES), 3/4 INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE.

5.05 ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. STEEL

FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS.

5.06 INSTALLATION OF A-325 HIGH STRENGTH BOLTS SHALL COMPLY WITH SECTION 8 OF THE RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS (RCSC SSJ.) UNLESS OTHERWISE SPECIFIED, ALL JOINTS SHALL BE "SNUG-TIGHTENED" OR "PRETENSIONED" PER RCSC SSJ. ALL BOLTS SHALL

BE TYPE "X" BEARING TYPE CONNECTIONS EXCLUDED FROM SHEAR PLANE.

5.07 THE STEEL FABRICATOR SHALL BE THE LICENSED "DELEGATED ENGINEER" RESPONSIBLE FOR DESIGNING ALL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DESIGN DRAWINGS, AND AS SUCH SHALL SIGN AND SEAL DRAWINGS SHOWING DESIGNED CONNECTIONS. PROVIDE CONNECTIONS FOR REACTIONS AS SHOWN ON PLANS. WHERE REACTION IS NOT SHOWN, DESIGN CONNECTION FOR 1/2 THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE MAX. TOTAL UNIFORM LOAD TABLES IN THE AISC MANUAL OF STEEL

CONSTRUCTION.

5.08 FILLER BEAMS OR JOISTS SHOULD BE SPACED EQUALLY BETWEEN THE COLUMNS IF NOT SPECIFIED

OTHERWISE ON THE DRAWINGS.

5.09 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY

CERTIFIED WELDERS. ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX.

5.10 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE

FIELD WILL NOT BE PERMITTED.

5.11 SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED. FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE BOLTED, WHERE POSSIBLE.

5.12 STEEL JOISTS SHALL COMPLY WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI). A SINGLE LINE OF BOTTOM CHORD BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT OF EACH END OF EACH JOIST PER SJI'S RECOMMENDATIONS. INSTALLATION OF JOISTS, INCLUDING BRIDGING, SHALL MEET OR EXCEED THE SJI RECOMMENDATIONS.

5.13 DESIGN STEEL ROOF JOISTS AND THEIR CONNECTIONS FOR THE WIND UPLIFT LOADS SHOWN ON THE COMPONENTS AND CLADDING DIAGRAM. FOR NET UPLIFT CALCULATIONS USE JOIST WEIGHT PLUS 7 PSF

DEAD LOAD.

5.14 EXTEND AND FASTEN BOTTOM CHORDS TO ALL STEEL COLUMNS AND ALTERNATE JOISTS TO SUPPORTING

BEAMS, U.N.O.

5.15 STEEL FRAMING DETAILS AND CONNECTIONS SHOWN ARE TYPICAL. USE SIMILAR CONNECTIONS FOR

SIMILAR WORK.

5.16 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAYED ON FIREPROOFING, TO BE WELDED, OR TO

RECEIVE SLIP CRITICAL CONNECTIONS.

5.17 ALL EXPOSED STEEL ANGLES, EMBEDDED STEEL PLATES AND OTHER EXPOSED METAL SECTIONS SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. PLATES WHICH ARE TO RECEIVE FIELD WELD SHALL NOT BE GALVANIZED, AND AFTER WELDING SHALL BE COATED W/ ASTM A 780 ZINC RICH PAINT SUCH AS GALVAX COLD GALVANIZING COMPOUND (OR APPROVED EQUAL) TO EQUIVALENT PROTECTION OF HOT

DIPPED GALVANIZING.

5.18 JOIST MANUF. SHALL BE THE LICENSED "DELEGATED ENGINEER" TO DESIGN JOISTS NOT SPECIFIED ON THE PLANS, TO VERIFY JOISTS SPECIFIED ON THE PLANS, AND TO DESIGN & SPECIFY CONN. OF JOISTS TO

SUPPORT MEMBERS. SEE PLANS FOR OTHER SPECIFIC LOAD REQUIREMENTS.

5.19 ANGLES USED AS SHEAR BEAM CONN. SHALL BE EITHER BOLTED TO SUPPORTING MEMBER, OR WELDED ON

THE SIDE OF THE PROTRUDING LEG AS WELL AS TOP AND BOTTOM.

7.00 METAL DECK

7.01 FABRICATION AND ERECTION OF STEEL DECKING SHALL CONFORM TO THE LATEST EDITION OF THE STEEL DECK INSTITUTES (SJI) SPECIFICATION AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK, NON-

COMPOSITE STEEL DECK AND STEEL ROOF DECK, AS APPLICABLE TO THIS PROJECT.

7.02 UNLESS NOTED OTHERWISE, ALL STEEL DECKING SHALL HAVE A GALVANIZED COATING CONFORMING TO

ASTM A653, G60.

7.03 WHERE METAL DECK IS REQUIRED TO BE PAINTED, PRIMER SHALL BE EITHER FIELD OR SHOP APPLIED. THE EXTENT OF THE DECK WHICH IS TO BE PRIMED AND PAINTED IS TO BE COORDINATED WITH ARCHITECTURAL

DRAWINGS AND THE PROJECT PAINT SPECIFICATIONS.

7.04 PROVIDE DECKING CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING STRUCTURE PERMITS.

7.05 STEEL DECKING SHALL BE ERECTED IN STRICT COMPLIANCE WITH THE MANUF.'S RECOMMENDATIONS.

ATTACHMENT: REFER TO DETAIL ON S500 SERIES SHEETS FOR TYPICAL METAL DECK ATTACHMENT.

7.06 OPENINGS IN DECKS:

CONTRACTOR SHALL ASSURE THAT ALL OPENINGS PENETRATING ROOF DECKS ARE SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTING FOR REVIEW. OPENINGS SHALL BE LOCATED TO CLEAR WALLS, STEEL JOISTS OR STEEL BEAMS, AND OPENINGS 12"x12" OR LARGER WILL REQUIRE STRUCTURAL FRAMES. IF OPENINGS REDUCE STRUCTURAL CAPACITY, ADJUST OPENINGS AND ADD STRUCTURAL ELEMENTS OR OTHER MEASURES AS DIRECTED BY CONTRACTING OFFICER'S REPRESENTATIVE. CARE SHALL BE EXERCISED IN CUTTING OPENINGS, WHEN APPROVED, TO PROVIDE A NEAT EDGE, FREE FROM SPILLS, SHARP FRAGMENTS OR OTHER DEFECTS.

7.07 FOR CONCRETE SLAB REINFORCING, REFER TO SECTIONS AND DETAILS.

DESIGN DATA

1. ALL CONSTRUCTION SHALL COMPLY AS APPROPRIATE WITH

THE FOLLOWING UNIFIED FACILITIES CRITERIA:

UFC 1-200-01, UFC 1-300-09N, UFC 3-310-01, UFC 3-310-02A,

UFC 4-010-01, UFC 4-023-03

INTERNATIONAL BUILDING CODE (IBC 2009)

AND OTHER APPLICABLE CRITERIA, REFERENCE TO OTHER

STANDARD SPECS. OR CODES SHALL

MEAN THE LATEST VERSION.

2. DESIGN LOADS:

A. ROOF LIVE LOAD 20 PSF

GROUND SNOW LOAD 25 PSF

B. FLOOR LIVE LOADS:

MEZZANINE 150 PSF

C. ROOF DEAD LOAD 20 PSF

D. FLOOR DEAD LOAD 25 PSF

E. WIND LOAD:

BASIC WIND SPEED 105 MPH

EXPOSURE C

IMPORTANCE FACTOR, I 1.0

OCCUPANCY CATEGORY II

F. SEISMIC LOAD:

SITE CLASS D

SEISMIC CATEGORY B

IMPORTANCE FACTOR, I 1.0

0.2 SECOND Ss 0.26g

1.0 SECOND S1 0.06g

3. FOUNDATION DESIGN DATA:

A. DESIGN SOIL BEARING PRESSURE = 2,000 PSF

4. FORCE PROTECTION AT/FP:

LEVEL OF PROTECTION. . . . . . . . . . . NOT REQUIRED

BY UFC 04-010-01

STRUCTURAL SHEET LIST

SHEET

NUMBER SHEET NAME

S-001 STRUCTURAL GENERAL NOTES

S-101 FOUNDATION PLAN - LEVEL 1

S-102 FRAMING PLAN - MEZZANINE LEVEL

S-103 ROOF PLAN

S-201 STRUCTURAL WALL AND BRACED FRAME ELEVATIONS

S-202 STEEL ELEVATIONS

S-301 STRUCTURAL SECTIONS

S-302 STRUCTURAL SECTIONS

S-501 CMU DETAILS

S-502 FOUNDATION DETAILS

S-520 STEEL FRAMING DETAILS AND SECTIONS

S-521 STEEL FRAMING DETAILS AND SECTIONS

S-522 STRUCTURAL STUD SECTIONS AND DETAILS

S-523 METAL STUD DETAILS

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :1

A M

S-001

S T

R U

C T

U R

A L

G E

N E

R A

L N

O T

E S

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -0

.d w g

27' - 2" 27' - 2"

65 7

1 2

(E) W8X31

EXISTING W8X18 TO BE REMOVED

(E) W8X31

EXISTING FOUNDATION

1' - 10" +/- 27' - 2" 27' - 2" 1' - 9 5/8" +/- 54' - 4"

7 5 /8"

- 0

4 3

/8" 3'

- 8

- 0

- 6

22' - 2 3/8" 21' - 11 1/2" 14' - 8 1/4" +/- 1' - 10" +/-

HSS5X5X1/2 B.1

S-201

S-201 D3

- 6

F.5

F5.0

HSS5X5X1/2

S-201

S-201 A6

T/ EXISTING FOOTING 112' - 9"

T/ EXISTING FOOTING 111' - 5"

S-301

S-302

NEW NON-LOAD

BEARING CMU

S-301

S-501

REINFORCE EXISTING CMU WALL REINFORCED

CELLS WITH #5 AT 32" C/C AND GROUT SOLID

EXISTING CMU WALL

REPAIR ALL DAMAGED EXISTING CMU

- 6

F2.5-5.0 F2.5-5.0

F2.5-5.0

F2.5-5.0 F2.5-5.0

F2.5-4.0 F2.5-4.0

F2.5-4.0F2.5-4.0

S-502

S-202

A3 S-502

G3 F2.5-4.0

S-502

1' - 0" 1' - 4"

F2.5-4.0A

F2.5-4.0

2.0

F2.0-3.0 TYP.

T/FOOTING 112' - 9" MATCH EXISTING

3' - 0" TYP.

EPOXY DOWEL (2) #5 INTO

EXISTING FOOTING

NEW 8" CMU WITH #5 AT 32" C/C

TYP.

S-502

SAW CUT SLAB AND

REPLACE WHERE ADDED

PLUMBING IS REQUIRED,

SEE PLUMBING DRAWINGS

AND DETAILS

SAW CUT AND REPLACE

SLABS AT NEW

FOOTINGS TYP.

FOUNDATION LEGEND:

= EXISTING CMU WALL

= NEW CMU WALL PARTITIONS, REFER TO ARCH. FOR DIMENSIONS

= EXISTING COLUMNS, FIELD VERIFY(E)

1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL NOTES.

2. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING

WORK. NOTIFY CONTRACTING OFFICER IF DISCREPANCY.

3. EXISTING SLABS SHALL BE CLEANED, REPAIRED, AND EPOXY COATED. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. REFER TO SECTIONS FOR CMU REINFORCING AND REQUIREMENTS.

5. REFER TO PLUMBING AND ARCHITECTURAL DRAWINGS FOR AREAS WHERE NEW

PLUMBING IS REQUIRED, SEE DETAIL A4/S-502 FOR INFILL.

FOUNDATION NOTES:

SCALE: 1/8" = 1'-0"A6

FOUNDATION PLAN

0 4' 8' 16'

SCALE: 1/8" = 1'-0"

COLUMN FOUNDATION SCHEDULE

TYPE COUNT WIDTH LENGTH THICKNESS REINFORCING

CF2.0 6 2' - 0" 1' - 0" 2 #5 CONT. L.W. & #4 AT 16" C/C S.W. BOTT.

F2.5-4.0 6 2' - 6" 4' - 0" 1' - 2" 5 #4 TOP AND BOTT. E.W./ EPOXY DOWEL TOP LAYER 10" INTO EXISTING CMU WALL F2.5-4.0A 1 2' - 6" 4' - 0" 1' - 2" F2.5-5.0 8 2' - 6" 5' - 0" 1' - 2" 5 #4 TOP AND BOTT. E.W./ EPOXY DOWEL TOP LAYER 10" INTO EXISTING CMU WALL

F5.0 1 5' - 0" 5' - 0" 1' - 0" 5 #5 EACH WAY BOTT.

Grand total: 22

NORTH

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :1

A M

S-101

F O

U N

D A

N P

L A

L E

V E

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -1

.d w g

REFER TO SECTIONS FOR ADDITIONAL FOUNDATION REQUIREMENTS

65 7

1 2

(E ) W

0)20 K

(E ) W

,7, 3)

(E ) W

) W

(E ) W

W8X21 W8X21 W8X21

(5 , 4

, 5

21K W12X19 (20) C=1" 21K 21KW12X19 (26) C=1"21K 24

24K W12X26 (24) C=1" 24K

22K W12X19 (26) C=1" 22K

22K W12X22 (24) C=1" 22K

19K W12X16 (26) C=1 1/4" 19K 19KW12X19 (20) C=1"19K

13K W12X14 (17) C=1" 13K

6K W

12K W12X35 (15) 16K

(E) W16X36 (E) W16X36

- 4

" S .E

- 3

" S .E

3' - 2" S.E.

EXISTING BEAM TO REMAIN

EXISTING BEAM TO BE

REMOVED

1' - 10" 27' - 2" 27' - 2" 1' - 9 5/8" 54' - 4"

- 4

7 5

/8"

4 3

/8" 3'

- 8

4" 2'

- 0

- 6

22' - 2 3/8" 21' - 11 1/2" 16' - 6 1/4"

0" 2'

- 0

T/ STL. 125' - 4 5/8"

T/ STL. 125' - 0 3/8"

T/ STL. 124' - 1"

W12X14

TYP. PERIMETER

TYP. INTERIOR

TYP. MEZZANINE

SUPPORT FRAMING

B.1

S-201

S-201 D3

F.5

S-201

S-201 A6

S-301

(2) EXISTING BEAMS TO REMAIN,

ADD STUDS AS SHOWN

S-520

S-302

ROTATE W8X21 90 DEG., SEE SECTION

W8X21

T/ STL. 128' - 11 3/8"

- 8

- 9 3/

8" 7'

- 9 3/

8" 7'

- 9 3/

8" 6'

- 2

- 8

S-202

S-302

T/ STL. 124' - 9 3/8"

S-302

3' - 0"

RAILING, REFER TO

ARCH. DRAWINGS

S-502

SIM

S-520

W12X19 (18) C=3/4"

BEAM SIZE CAMBER

No. OF 5/8" DIAM. X 4 1/2"

SHEAR STUDS

FLOOR BEAM LEGEND

NOTE: SEE BRACED FRAMES

FOR BRACED BEAM REACTIONS

(ALLOWABLE) BEAM REACTION

8K 8K

2ND FLOOR LEGEND:

SPAN

S.E.

= DECK DIRECTION

= SLAB EDGE DIMENSION FROM GRID OR BEAM CENTERLINE

= BEAM TO BE REMOVED

= EXISTING CMU WALL

= NEW CMU WALL

= EXISTING BEAM OR COLUMN(E)

1. TOP OF STEEL BEAMS SHALL BE 125'-0 3/8" U.N.O., SEE SECTIONS.

2. FLOOR DECK SHALL BE 2" - 20 GAUGE COMPOSITE METAL DECK W/ 3 1/2"

CONC. FOR TOTAL OF 5 1/2" THICKNESS W/ 2.1 X 2.1 WWF IN 6"x6" PATTERN.

3. DECK ANGLE SHALL BE 4" X 4" X 3/16" BENT PLATE TYPICAL U.N.O.

4. PROVIDE 5/8" x 3 1/2" STUDS, Fu = 65 ksi, FOR COMPOSITE BEAMS, SEE PLAN

FOR QUANTITY. PROVIDE (5) MIN. IF NONE SHOWN UNLESS NOT

SUPPORTING SLAB.

5. SEE PLAN FOR ALLOWABLE BEAM REACTIONS. DO NOT DESIGN

CONNECTION FOR LESS THAN 7 KIPS

6. CONTRACTOR MUST FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS

PRIOR TO STEEL SHOP DRAWING PRODUCTION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE FIELD CONDITIONS PRIOR TO

CONSTRUCTION.

2ND FLOOR SHEET NOTES:

FLOOR DECK PROPERTIES

TOTAL DECK

THICKNESS DECK TYPE DECK THICK. Ip in /ft

4" 2.0VLI20 0.0358 0.409 0.406 0.341 0.346

4 Sp in /ft Sn in /ftIn in /ft4 3 3

Fy=40 KSI

FOUNDATION PLAN FOUNDATION PLAN

114' - 9" 114' - 9"

EXISTING FRAMING EXISTING FRAMING

124' - 9 3/8" 124' - 9 3/8"

ROOF STEEL

FRAMING

ROOF STEEL

FRAMING

134' - 4 3/8" 134' - 4 3/8"

Column Locations B-6 B.1-6 D-5 D-6 D-7 E-5 E-6 E-7

FOUNDATION PLAN FOUNDATION PLAN

114' - 9" 114' - 9"

EXISTING FRAMING EXISTING FRAMING

124' - 9 3/8" 124' - 9 3/8"

ROOF STEEL

FRAMING

ROOF STEEL

FRAMING

134' - 4 3/8" 134' - 4 3/8"

Column Locations F-5 F-6 F-7 F.5-6 G-5 G-7 H-1 H-2

FOUNDATION PLAN FOUNDATION PLAN

114' - 9" 114' - 9"

EXISTING FRAMING EXISTING FRAMING

124' - 9 3/8" 124' - 9 3/8"

ROOF STEEL

FRAMING

ROOF STEEL

FRAMING

134' - 4 3/8" 134' - 4 3/8"

Column Locations H-3 H-4 I-2 I-4 J-1 J-2 J-4

(E ) W

8X 31(E

) W 8X

W 8X

X4 X1

W 8X

X4 X1

X5 X1

SCALE: 1/8" = 1'-0"A6

MEZZANINE FRAMING PLAN AREA B

0 4' 8' 16'

SCALE: 1/8" = 1'-0"

COLUMN SCHEDULE

NORTH

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :1

A M

S-102

F R

A M

P L

A N

E Z

Z A

E L

E V

E L

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -1

.d w g

(E ) W

10K1

14K1

16K2

10K1

18K3 18K3

20K320K3

20K3 20K3

20K320K3

20K3 20K3

20K320K3

20K3

20K3 20K3

20K3

20K3 20K3

20K3

65 7

1 2

C= 1/2

W10X12 W10X12

W10X12W10X12

W18X35

C= 1/2

W12X14

W10X12

W10X

W10X12

W10X

T/ STL. 140' - 2"

C4 X5

K1 10

K1 C4 X5

10K1

10K1 C4X5.4

10K1 10K1

C4X5.4 10 K1

C4 X5

10K1

C4X5.4

10K1 13K22K

C4X5.4

C4X5.4 C4X5.4

C4 X5

6K 7K

8K 7K

7K 7K

6K 7K

K 8K 7K

K7K

8K 7K

T/ STL. 134' - 6 7/8"

T/ STL. 135' - 8 1/2"

T/ STL. 134' - 6 1/4"

T/ STL. 137' - 10"

T/ STL. 134' - 6 1/4" T/ STL. 134' - 6 1/4"

27' - 2" 27' - 2" 3' - 3" D.E.

54' - 4"

7 5 /8"

4 3 /8"

- 8

- 0

- 8

- 6

22' - 2 3/8" 10' - 11 1/4" 11' - 0 1/4"

S-103

B.1

F.5

S-301

BELOW BELOW

TYP. PERIMETER

T/ CMU 134' - 1"

TYP. RIDGE

TYP. PERIMETER

W16X

C=1/ 2" W16X31 C=1/2"

13K13K

S-521

PED

G E

S-302

S-521

S-302

EXISTING HOLLOW

CORE ROOF TO

REMAIN

EXISTING BEAM

TO REMAIN

0' - 8" 0' - 8"

EQ EQ EQ EQ EQ

EQ EQ EQ EQ

4' - 7 5/8"

- 9 1/

4" 3'

- 9 1/

3' - 6" 3' - 6" 3' - 6"

- 6

- 9 1/

EQ EQ EQ EQ EQ EQ EQ EQ EQ

5' - 4 1/8"

45.00° 45.00°

- 6

1/ 8"

C4 X5

C4X5.4 3' - 0"

- 0

15' - 11 7/8" 27' - 8 3/8" 27' - 2" 1' - 10"

26' - 0" +/-

T/ BOND BEAM 124' - 1 3/8"

S-302

- 5

" D .E

S-521

S-301

COLD-FORMED

METAL TRUSS DESIGNED

BY TRUSS MANUF.

NEW 6" 20 GA. METAL STUD ROOF

AND WALL FRAMING AT 16" C/C

SIMILAR TO S-302 DETAILS

S-302

S-502

1. ROOF DECK SHALL BE 1.5" - 22 GAUGE METAL DECK.

2A. RIDGE AND VALLEY PLATE REQUIRED AT JOIST FRAMED ROOF SHALL BE

5"x5"x3/16"xCONT. BENT PLATES, AND EXTERIOR DECK ANGLE OF 4"x4"x3/16"xCONT., SEE SECTIONS FOR ADDITIONAL INFORMATION. RIDGE, VALLEY, AND DECK EDGE PIECES OVER COLD-FORMED ROOF MAY BE COLD-

FORM 18 GA. MATERIAL OF SAME SIZE.

2B. PROVIDE 6"x4"x18 GA. LLV BENT PLATE TO CLOSE OUT TOP OF ROOF EDGE, COORD. WITH METAL ROOF MANUF.

3. SEE ELEVATIONS FOR S201 FOR BRACED FRAMES AND CMU WALLS.

4. PROVIDE BOTTOM CHORD BRACES AT EA. END OF JOIST. AT EXTERIOR

BEAM END AND EVERY OTHER JOIST AT INTERIOR BEAM END. SEE

SECTIONS FOR ADDITIONAL INFORMATION.

5. JOIST SHALL EXTEND WITH JOIST EXTENSIONS AS NEEDED FOR ROOF

OVER HANG SEE SECTIONS.

6. PROVIDE BEARING PLATE AT EA. JOIST BEARING ON RIDGE BEAM FOR

PROPER BEARING LENGTH OF 2 1/2" EA. SEAT, IF BEAM FLANGE IS LESS

THAN 6" WIDE.

7. ROOF SLOPE IS 2/12.

8. ALL JOIST BEARING SEATS SHALL BE 4" U.N.O., TYPICAL.

ROOF SHEET NOTES:

W12X19 (18) C=3/4"

BEAM SIZE CAMBER

No. OF 5/8" DIAM. X 4 1/2"

SHEAR STUDS

ROOF BEAM LEGEND

NOTE: SEE BRACED FRAMES

FOR BRACED BEAM REACTIONS

(ALLOWABLE) BEAM REACTION

6K 6K

C4 X5

.4 C4

X5 .4

C4 X5

.4 C4

X5 .4

W8X10

NEW CMU WALL

C4 X5

.4C4X5.4

C4 X5

10K1

C4X5.4

10K1

- 6

T/ STL. 134' - 6 1/4"

T/ STL. 135' - 8 1/2"

- 2

ROOF PLAN LEGEND:

= DECK EDGE DIMENSION

= 3 5/8" - 18 GAGE STUD AT 24" C/C

KNEE WALL.

= (2) 4" STUD BUILT UP COLUMN

(SEE DETAIL).

= (2) 6" STUD BUILT UP COLUMN

(SEE DETAIL).

= DIRECTION OF 6" STUD METAL

ROOF FRAME, SEE DETAILS.

= INDICATES STEEL BEARING AT

PLATE OR BEAM, SEE NOTE 6

= INDICATES METAL TRUSS

= INDICATES METAL GIRDER TRUSS

D.E.

T/STL

M.T.

G.T.

SCALE: 1/8" = 1'-0"A6

ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"F2

CRICKET OVERFRAMING PLAN

0 4' 8' 16'

SCALE: 1/8" = 1'-0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

NORTH

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :1

A M

S-103

R O

O F

P L

A N

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -1

.d w

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

HSS5X5X1/4

HSS5X

1/4

W10X12W12X14

W8X21 W8X21

W 8X

S-202

9' - 0 3/4"

S-202

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

HSS5X5X1/4

W12X14 C=1/2"

W12X19W 8X

W 8X

S-202

8' - 9 1/2"

S-202

SIM.

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

H J

S-521

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

65 7

T/ CMU 134' - 1"

6" SLAB BEYOND

SCALE: 1/4" = 1'-0"A3

BRACED FRAME 1-2

SCALE: 1/4" = 1'-0"D3

BRACED FRAME ELEVATION J-H

SCALE: 1/4" = 1'-0"A6

CMU WALL ELEVATION H-J

SCALE: 1/4" = 1'-0"D6

CMU WALL ELEVATION 5-7

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :2

A M

S-201

S T

R U

C T

U R

A L

W A

L L

A N

D B

R A

C E

D F

R A

M E

E L

E V

A T

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -2

.d w g

* PROVIDE VCJ TO MATCH EXISTING VCJ IF PRESENT IN EXISTING WALL

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

1 2 4

S-301

S-302

L F

S-301

SIM

S-302

CL OF STL.

9'-9 5/8"

CL OF STL.

13' - 11 5/8"

STEEL COLUMN,

SEE PLAN

1/2" PLATE W/ 1/4" WELD

ALL AROUND MIN. TYP.

SLOTTED HSS BRACING,

SEE PLAN

STEEL BEAM,

SEE PLAN

3/4"ø FIT-UP BOLT

1/4 8

TOTAL

ROOF NOT SHOWN

W.P. (TYP.)

HSS SLOTTED BRACING,

SEE PLAN

5/8" FIT-UP BOLT

3/8" GUSSET PLATE

TOP & BOTT.

STEEL BEAM , SEE PLAN

1/4 4

4" MIN.

EACH

FACE

HSS SLOTTED BRACING,

SEE PLAN

5/8" FIT-UP BOLT

3/8" GUSSET PLATE TOP & BOTT.

STEEL BEAM, SEE PLAN

1/4 8 MIN.

TOTAL

TYP.

S-301

SIM

134' - 9" 134' - 0 3/8"

NORTH

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :2

A M

S-202

S T

E E

L E

V A

N S

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -2

.d w g

SCALE: 1/4" = 1'-0"A3

ELEVATION ALONG GRID H

SCALE: 3/4" = 1'-0"A5

HSS BRACE BELOW BEAM

SCALE: 3/4" = 1'-0"H3

DOUBLE HSS BRACED FRAME AT MID-BEAMSCALE: 3/4" = 1'-0"F3

SINGLE HSS BRACED FRAME AT MID-BEAM

SCALE: 3/4" = 1'-0"C5

BRACED FRAME BASE DETAIL

SCALE:E5

3D VIEW

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

ROOF STEEL

FRAMING

134' - 4 3/8"

B B.1

EXISTING CONCRETE

FOOTING

EXISTING CMU

WALL TO REMAIN

EXISTING HOLLOW

CORE ROOF

SAW CUT AND

REMOVE PORTION OF

EXISTING HOLLOW

CORE ROOF TO

INSTALL COLUMN

CUT AND REMOVE

EXISTING BEAM

SAWCUT SLAB FOR PIER INSTALL

SHIM AND WELD

10"x10"x5/8" COLUMN BASE

PLATE TO EXISTING

COLUMN CAP

EXISTING

CONCRETE PIER

10"x10"x5/8" CAP PLATE

SHIMMED AND WELDED

BEFORE BEAM REMOVAL

3/8" STIFFENERS E.S.

BAR JOIST

EXISTING BEAM AND

COLUMN TO REMAIN

EXISTING W16X36

TO REMAIN

NEW COLUMN

- 1

10'-7 5/8"

NEW 15"x15"x14" CONCRETE PIER WITH (6)

#5 VERT. EPOXY DOWEL INTO FOOTING

WITH 8" EMBED, WITH #3 AT 4" C/C

6" METAL STUDS

BEARING ON KNEEWALL METAL ROOF DECK,

SEE PLAN

STEEL BEAM, SEE PLAN

STEEL COLUMN,

SEE PLAN

FIRE RATED

WALL, SEE ARCH.

FOUNDATION

PLAN

114' - 9"

METAL ROOF DECK,

SEE PLAN

STEEL BAR JOIST,

SEE PLAN

NEW STEEL COLUMN, SEE PLAN

SAWCUT EXISTING SLAB

FOR COLUMN AND

FOOTING INSTALL

COMPACT EXISTING FILL

FOOTING REINFORCING,

SEE PLAN

EXISTING CONCRETE FOOTING

EXISTING CMU WALL

EXISTING CONCRETE

BEAM

GROUT IF NOT EXISTING

GROUTED SOLID BELOW F.F.

1 1/4"x1 1/4"x3/16" BOTTOM

CHORD BRACING AT EVERY

OTHER JOIST (TYP.)

SHEAR CONNECTION BY

STEEL FABRICATOR

NEW 4" CMU

VENEER, SEE ARCH.

EXTERIOR METAL

STUDS SHALL BE 6"

20 GA. AT 16" C/C

3' - 1"

6"x4"x1/2"x6" ANGLE WITH (4) 3/4"x6" LONG

EXPANSION ANCHORS

DECK ANGLE TYP.,

SEE PLAN

20 GA. METAL TRACK

TOP AND BOTT.

INTERIOR METAL STUDS

SHALL BE 3 5/8" (MIN.) 22 GA.,

REFER TO ARCH.

T/ STL. 134' - 6 7/8"

T/ STL. 125' - 0 3/8"

4" JOIST SEAT

DEPTH U.N.O.

3' - 3"SEE NOTE 2B ON

S-103 TYP.

FOUNDATION

PLAN

114' - 9"

METAL ROOF DECK, SEE PLAN

STEEL BAR JOIST, SEE PLAN

EXISTING CONCRETE FOOTING

EXISTING CMU WALL

COMPACT EARTH 16" BELOW

NEW FOOTING (COMPACT TO

98% MODIFIED PROCTOR)

GROUT IF NOT EXISTING

GROUTED SOLID BELOW F.F.

SAWCUT EXISTING

SLAB FOR COLUMN

AND FOOTING

INSTALL

NEW FOOTING, SEE PLAN

FOOTING REINFORCING,

SEE PLAN

3"x3"x1/4"x6" ANGLES AT

48" C/C WITH (2) 5/8"

SLEEVE ANGLES OR

APPROVED EQUAL

3/16

DECK ANGLE TYP.,

SEE PLAN

2' - 9"

C/BEAM 124' - 6 3/4"

EXTERIOR METAL

STUDS SHALL BE 6"

20 GA. AT 16" C/C

20 GA. METAL TRACK

TOP AND BOTT.

INTERIOR METAL STUDS

SHALL BE 3 5/8" (MIN.) 22 GA.,

REFER TO ARCH.

GROUT CMU SOLID AT

ALL CONNECTIONS

T/ STL. 134' - 6 1/4"

2' - 11" D.E.

8"x8"x3/8" PLATE WITH (2) 5/8" x 6" EXP. ANCHORS

SEE NOTE 2B ON

S-103 TYP.

METAL ROOF DECK,

SEE PLAN

STEEL BAR JOIST,

SEE PLAN

W14X30 C=1/2"

X4 X1

T/ STL. 134' - 6 1/4"

RIDGE PLATE,

SEE PLAN

10"x8"x5/8" BASE PLATE

BOLTED OR WELDED

10"x8"x5/8" CAP PLATE

BOLTED OR WELDED

BRIDGING BY JOIST

MANUFACTURER AT

1ST PANEL POINT

1 1/4"x1 1/4"x3/16"

BOTTOM CHORD

BRACING TYP. AT

COLUMNS

3/8" STIFFENERS E.S.

2' - 10"

DECK ANGLE TYP.,

SEE PLAN

SHEAR CONNECTION

BY STEEL

FABRICATOR

2' - 11"

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

6 NEW WELDED HEADED STUDS

EXISTING

STEEL BEAM

NEW CONCRETE

FOOTING

SAW CUT EXISTING

SLAB

NEW CMU WALL,

SEE ARCH

POUR BACK OPTION

ENCASE NEW COLUMN

BASE IN CONCRETE

10"x10"x5/8" CAP PLATE

NEW STEEL COLUMN

S-501

SIM

FOUNDATION

PLAN

114' - 9"

EXISTING CONCRETE FOOTING

EXISTING CMU WALL

BRICK VENEER,

SEE ARCH.

NEW FOOTING, SEE PLAN

COMPACTED EARTH 16"

BELOW NEW FOOTING

(COMPACT TO 98% MODIFIED

PROCTOR)

GROUT SOLID IF NOT

EXISTING GROUT BELOW F.F.

OFFSET BASE PLATE

SAW CUT

POUR BACK OPTION

EXISTING CMU

6"TRACK TOP AND BOTT.

6" 20 GA. METAL STUDS, SEE

SCHEDULE AND DETAILS

NEW STEEL BEAM

DECK EDGE,

SEE PLAN

14 GA. CLIPS AT EACH STUD

6" 20 GA. BUILT-UP

STUDS AT 16" C/C

DECK EDGE, SEE PLAN

METAL ROOF DECK, SEE PLAN

FIELD VERIFY

1' - 5 3/8"

SCALE: 3/4" = 1'-0"E4

SECTION AT B.1

SCALE: 3/4" = 1'-0"A4

SECTION AT LARGE AUTO SHOP - COLUMN

SCALE: 3/4" = 1'-0"C4

SECTION AT SMALL AUTO SHOP

SCALE: 3/4" = 1'-0"A6

TYPICAL LOW ROOF FRAMING AT SMALL AUTO SHOP

SCALE: 3/4" = 1'-0"G3

NEW COLUMN AT MEZZANINE

0 0'-8" 1'-4" 2'-8"

SCALE: 3/4" = 1'-0"

SCALE: 3/4" = 1'-0"G5

NEW COLUMN AT EXISTING WALL

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :2

A M

S-301

S T

R U

C T

U R

A L

S E

C T

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -3

.d w g

SCALE: 1" = 1'-0"D6

SECTION AT CMU BUMPOUT

EXISTING CMU

NEW 12" CMU WITH (1) #6 VERT. AT 40"

C/C EPOXY DOWEL WITH 6" EMBEDMENT

METAL ROOF DECK,

SEE PLAN

7 1/4"x6"x3/8"

JOIST SEAT

8" BOND BEAM WITH

(2) #5 CONT. HOOKED

AT CORNERS

T/BOND BEAM

19'-4"

1' - 5" D.E.

- 7

1/ 4"

EXISTING CMU

NEW 12" CMU WITH (1) #6

VERT. AT 40" C/C EPOXY

DOWEL WITH 6" EMBED

METAL ROOF DECK,

SEE PLAN6 7/8"x6"x3/8"

JOIST SEAT

8" BOND BEAM WITH

(2) #5 CONT. HOOKED

AT CORNERS

T/BOND BEAM

19'-4"

1' - 5" D.E.

- 6

7/ 8"

FASCIA AND SOFFIT,

SEE ARCH. TYP.

EXISTING HOLLOW

CORE ROOF

METAL ROOF DECK AND

FRAMING, SEE PLAN

14 GA. CLIP

4"x4"x18 GA. DECK EDGE

EXISTING BOND BEAM,

VERIFY IF GROUTED

SOLID

COLD-FORMED METAL

JOIST, SEE PLAN

S-523

8"x4"x9/16"xCONT. LLV ANGLE

WITH 5/8" HILTI ADHESIVE BOND

WITH 6" EMBEDMENT

GROUT CMU SOLID FOR SILL

ROOF STEEL

FRAMING

134' - 4 3/8"

(2) #4 x 3'-0" VERT.

1/2"x6" WIDEx14" EMBED PLATE WITH 4"x4"x3/8"x4"

LONG ANGLE AND (4) 3/4"

DIA. x 6" LONG STUDS

CUT BACK HOLLOW CORE AND

GROUT IN EMBED PLATE

FOUNDATION

PLAN

114' - 9"

GAGE METAL ROOF

TRUSSES AT 48" C/C TYP.

NEW CMU (TO MATCH

EXISTING) WITH #5

VERT. AT 32" C/C EPOXY

DOWEL INTO EXISTING

FOUNDATION

EXISTING CMU, ADD #5

VERT. AT 32" C/C AND

FULLY GROUT CELL

METAL ROOF DECK

8"x8" BOND BEAM CONT. WITH (2)

#4 HOOKED AT CORNERS

EXISTING FOOTING AND

CMU FIELD VERIFY

EXISTING CONDITIONS

4" E

CLIP BY METAL

ROOF MANUF.

4"x4"x18 GA. DECK EDGE

T/ CMU 124' - 1"

SEE ARCH.

GAGE METAL ROOF

TRUSSES AT 48" C/C TYP.

METAL ROOF DECK

CLIP BY METAL ROOF

TRUSS MANUF.4"x4"x18 GA. DECK EDGE

SEE ARCH.

LINTEL, SEE E6/S-501

(2) #5 CONT. TOP AND BOTT. MIN.

HS-301

SIM

STEEL BEAM, SEE PLAN

10"x1/4"x10" PLATE WITH

(2) 5/8"x6" EXP. BOLTS

ROLL-UP DOOR,

SEE ARCH.

3"x3"x1/4"x8" ANGLE WITH

(2) 5/8"x6" EXP. BOLTS

S-501

128' - 8 3/4" CL STEEL

S-301

SIM

METAL STUD FRAMING,

SEE C4/S-301

ROLL-UP DOOR,

SEE ARCH.

6" 18 GA. CLIP ANGLE

AT EACH STUD

STEEL BEAM, SEE PLAN

18 GA. TRACK MIN.

S-523

EXISTING

CMU/CONCRETE

LINTEL

NEW METAL STUD

FRAMING, SEE

C4/S-301

S-301

SIM

3"x10"x1/4"x8" BENT PLATE WITH (2) 5/8"x6"

EXP. BOLTS

STEEL BEAM,

SEE PLAN

ROLL-UP DOOR,

SEE ARCH.

SECTION A-A

" M

8" MIN. 0' - 8" 0' - 8"

2' - 8" +/- CMU PIER

PIER ANGLE

CONNECTION

BOTTOM OF EXISTING

HOLLOW CORE

STEEL ANGLE

SCALE: 3/4" = 1'-0"A2

JOIST/CMU SMALL SHOP

SCALE: 3/4" = 1'-0"C2

JOIST/CMU LARGE SHOP

SCALE: 3/4" = 1'-0"E3

LARGE SHOP METAL RAFTER

SCALE: 3/4" = 1'-0"G3

CONNECTION AT HIGH ROOF TRANSITION

SCALE: 3/4" = 1'-0"A6

ROOF FRAMING AT EXTERIOR STORAGE

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :2

A M

S-302

S T

R U

C T

U R

A L

S E

C T

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -3

.d w g

0 0'-8" 1'-4" 2'-8"

SCALE: 3/4" = 1'-0"

SCALE: 3/4" = 1'-0"G2

EXTERIOR STORAGE LINTEL SECTION

SCALE: 3/4" = 1'-0"E6

SECTION AT OH 1-2

SCALE: 3/4" = 1'-0"G6

SECTION AT OH 3-4

SCALE: 3/4" = 1'-0"C6

SECTION AT LARGE AUTO SHOP - OH DOOR

NOTE: USE SIMILAR DETAILS WHERE SECTIONS

NOT CUT ON PLANS, I.E. OVERHEAD DOORS.

MAX OPENING

SPAN

WIDTH

CMU LINTEL SCHEDULE

6'-8"

HORIZONTAL REINF. U.N.O.DEPTH OF FULL

GROUTED CELLS OR

CONC. BEAM

VERTICAL REINF. & SPACING

HOOKED TOP & BOTT.

MIN. BEARING ON

ADJACENT FULLY

GROUTED CELLS

16" #3 @ 16" C/C * (2) #5 BOTT., (2) #5 TOP 16"

(U.N.O. ON PLANS)

TYPICAL CMU LINTEL DETAIL

TYP. "U" LINTEL UNIT, OPEN

CELLED BOTTOM BLOCK SHALL

NOT BE USED

CMU OPENING

NOTES:

1. VERIFY ALL CMU OPENINGS W/ ARCHITECT DWG'S.

2. ALL CMU LINTEL BEAMS ABOVE BOTTOM COURSE SHALL BE CONSTRUCTED OF OPEN BOTTOM LINTEL UNITS, OR STRETCHER

COURSES WITH 1/2 WEB CUT OUT.

3. COORDINATE W/ SECTIONS, DETAILS, & GENERAL NOTES

4. ENGINEER TO REVIEW ARCH. MASONRY JOINT PLAN.

2 GROUTED CELLS

W/ 1#6 EA. CELL, MIN.

CMU PILASTER

OPEN BOTTOM LINTEL UNITS OR

STRETCHER COURSES WITH 1/2

OF WEB CUT OUT

SEE SCHEDULE FOR BOTT.

REINF. RUN 16" BEYOND

OPENING

4'-0" 8" 16" #3 @ 16" C/C * (1) #5 BOTT., (1) #5 TOP 8"

SEE SCHEDULE FOR TOP REINF.,

RUN 16" BEYOND OPENING

T O

SEE PLAN

* IN ADDITION TO VERTICAL WALL REINF.

MAX OPENING SPAN SIZE

BRICK STEEL ANGLE LINTEL SCHEDULE (NEW & EXISTING)

6'-0" ≤ 8'-0"

ATTACHMENT (IF APPLICABLE)

N/A LOOSE LAID *

0'-0" ≤ 6'-0" 8"x6"x7/16" LLH N/A LOOSE LAID *

8"x6"x7/16" LLH

HOT DIP GALV. ANGLE, SEE

SCHEDULE (TRIM ANGLE 1/2"

MIN. BACK FROM FACE OF

VENEER IF APPLICABLE)

8'-0" ≤ 14'-0" 5/8" DIA. x 6" EXP. ANCHOR AT 36" C/C8"x8"x1/2"

* COORDINATE WINDOW ATTACHMENTS

BRICK OR PRECAST

STONE, SEE ARCH.

PLACE METAL LATH OR WIRE

SCREEN OVER CORES NOT

TO BE FILLED (SHEET METAL

AND FELT PROHIBITED)

SET FIRST COURSE IN FULL

MORTAR BEDDING

CLEAN OUT OPENINGS AT GROUT

FILLED CELL LOCATIONS.

FOUNDATION OR THICKENED SLAB

GROUT FILLED CELL PLACE AND

CONSOLIDATE GROUT IN 5 FT. LIFTS

HORIZ. JOINT REINF @ 16" C/C STARTING

AT FIRST COURSE ABOVE FOUNDATION.

LAP SPLICES 6". USE PREFAB. L'S AND T'S

AT WALL INTERSECTIONS

VERTICAL REINFORCING W/MATCHING

DOWELS IN FOUNDATION, SEE PLAN

FOR SIZE AND LOCATION

ASTM C.90 C.M.U.'S

MORTAR CROSS WEBS ADJACENT

TO FILLED CELLS

CAST IN PLACE REINFORCED

CONCRETE TIE BEAM OR BOND BEAM

NOTE:

FOR JOINTS AT VENEER, COORDINATE W/ ARCH.

DRAWINGS.

TERMINATE VMCJ BELOW ALL BOND BEAMS.

TYPICAL 16" DEEP

BOND BEAM

ELEVATION

TYPICAL 8" DEEP

BOND BEAM

2#6 VERT.

EA. SIDE

PLAN NOTE: ADJUST CONTROL JOINT

LOCATIONS TO PROVIDE MINIMUM

OF 16" CLEAR OF OPENINGS (TYP)

SEALANT, COORD.. W/ ARCH.

BEND PILASTER REINF. 90°

CONTROL JOINT KEY, COORD.

W/ ARCH.

0' - 0 5/8" 3/8"

9 GA. HORIZ. JOINT

REINF. TYP., U.N.O.

9 GA. HORIZ. JOINT

REINF. TYP., U.N.O.

MINIMUM REINFORCING SHOWN APPLIES UNLESS

SHOWN OTHERWISE ON PLANS OR SECTIONS.

TYPICAL PILASTER DETAILS

DO NOT INTERLOCK LOADBEARING AND NON-LOADBEARING WALLS.

4#6 (MIN. U.N.O.)

3#6 MIN. U.N.O. 2#6 MIN. U.N.O.

INTERSECTIONTYP. CORNER TYP. END (U.N.O.)

PILASTER

MTL. LATH GROUT STOP,

OMIT @ PILASTERS (TYP)

BEND ALL VERTICALS

90° IN TOP COURSE

USE BAR POSITIONERS

VERTICAL IN SOLID GROUT

CELL, COORD. W/ PLANS &

SECTIONS (TYP)

COORD.. BOND BEAM W/

PLANS & SECTIONS (TYP)

NOTE:

FOUNDATION

PLAN

114' - 9"

EXISTING

FRAMING

124' - 9 3/8"

EXISTING CONCRETE SLAB

NEW 6" CMU WALL

6"x8" BOND BEAM WITH (1) #4

CONT. HOOKED AT CORNERS

#4 AT 48" C/C VERTICAL EPOXY

DOWEL 4" INTO EXISTING SLAB

UNGROUTED CMU

FIRESTOP,

SEE ARCH.

EXISTING CMU

INFILL WITH NEW CMU TO

MATCH EXISTING CMU

DOVETAIL CLIPS AT 8" C/C

MAX OPENING

SPAN

WIDTH

NEW CMU WALL OPENING IN EXISTING

8'-0"

ADDED HORIZONTAL REINF.

U.N.O.

DEPTH OF FULL

GROUTED CELLS

ADDED VERTICAL REINF. &

SPACING

HOOKED TOP & BOTT.

MIN. BEARING ON

ADJACENT FULLY

GROUTED CELLS

16" N/A (2) #5 IN (2) CELLS 16"

NOTES:

1. VERIFY ALL CMU OPENINGS W/ ARCHITECT DWG'S.

4'-0" 8" 16" N/A (1) #5 IN (2) CELLS 8"

12'-4" 60" N/A (3) #5 IN (3) CELLS 24"8"

CMU OPENING

0' - 7 5/8"

SEE SCHEDULE

SEE ANGLE SCHEDULE

IN DETAIL A4/S-501

SAWCUT EXISTING CMU

FACE TO POUR GROUT AND

INSTALL HORIZ. REINF.

" M

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:5 :2

A M

S-501

C M

U D

E T

A U

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

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O H

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B Y

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-5

S -5

.d w g

NOT TO SCALEA4

CMU LINTEL SCHEDULE

NOT TO SCALED3

TYPICAL MASONRY WALL CONSTRUCTION

NOT TO SCALEF2

TYPICAL VMCJ DETAILS

NOT TO SCALEA6

TYPICAL CMU DETAILS

SCALE: 3/4" = 1'-0"F4

CMU TO EXISTING SLAB DETAIL

0 0'-8" 1'-4" 2'-8"

SCALE: 3/4" = 1'-0"

0 0'-6" 1' 2'

SCALE: 1" = 1'-0"

SCALE: 1/2" = 1'-0"D5

EXISTING CMU INFILL DETAIL

NOT TO SCALEE6

EXISTING CMU WALL OPENING DETAIL

- 0

2' - 0" 3' - 0"

CUT OUT EXISTING CMU

PORT AND KEY IN CMU

AND GROUT SOLID

#4 AT 12" C/C MIN.

#5 EPOXY DOWEL 6" INTO

EXISTING FOOTING AS SHOWN

NEW 8" CMU WITH #5

VERT. EACH CELL

EXISTING FOOTING ASSUMED

LOCATION, CONTRACTOR TO

FIELD VERIFY

B.1

S-301

SIM

- 1

1/ 2"

- 1

- 2

1/ 2"

0' - 1 1/2" 0' - 9" 0' - 1 1/2"

0' - 2"

EXISTING CONCRETE PIER

EXISTING COLUMN, SEE PLAN

EXISTING BASE PLATE

NEW 15"x16"x14" DEEP CONCRETE PIER

NEW 12"x14"x5/8" BASE PLATE WITH (4) 3/4" DIA. x 16" LONG ANCHOR BOLTS

NEW STEEL COLUMN, SEE PLAN

S-301

SIM

12 3/4"X 11 1/4" BASE PLATE

WITH (4) 5/8" DIA. x 20" LONG

ANCHOR BOLTS

- 1

1/ 2"

- 8

- 3 1/

0' - 1 1/2" 0' - 8 1/4" 0' - 1 1/2"

NEWLY GROUTED CMU,

IF UNGROUTED

NEW DRAIN OR PLUMBING LINE,

SEE…

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File details come from the government source that posted it. Updated Nov 14, 2017.