Am_4_-_Attach_08_VOL_2_S-003_26MAY2016.pdf

TYPE

REQUIRED STEEL DECK PROPERTIES SCHEDULE

GAUGE

REMARKS

SIDE LAP

FASTENING

ATTACHMENT

MIN I (IN )

MIN S (IN )

RIB SPACING

DEPTH (IN)

D2: ROOF DECK

1.747 P: 0.887 N: 0.752

8" 3"

#12 SDS 36/4

#10 SDS @ 10 PER SPAN

CANOPY

PROVIDE ALL

NECESSARY

CLOSURE PIECES

1.58 P: 1.013 N: 1.013

12" 3"

5/8 PUDDLE 36/4 TRASVERSE, 4" OC PARALLEL

#10 SDS @ 10 PER SPAN, 12" MAX

REINFORCEMENT NOT APPLICABLE

0.169

P: 0.186 N: 0.192 6"

1 1/2"

#12 SDS 36/7

#10 SDS @ 4 PER SPAN

BARRACKS ROOF

PROVIDE ALL NECESSARY

CLOSURE PIECES

NOT APPLICABLE

D1: ROOF DECK

SEE 6/S-302

D3: VAULT CEILING 6" NW CONC (9" TOTAL)

SHORE PER MANUFACTURER

RECOMMENDATIONS

PROVIDE ALL

NECESSARY

CLOSURE PIECES

4000 PSI CONCRETE SLAB

1.58 P: 1.013 N: 1.013

12" 3"

#12 SDS 36/4 TRASVERSE, 4" OC PARALLEL

#10 SDS @ 10 PER SPAN

SEE S-108, S-109

D4: ELEVATED SLAB 3 1/2" NW CONC (6" TOTAL)

ALL ELEVATED FLOOR SLABS UON

SHORE PER MANUFACTURER

RECOMMENDATIONS

PROVIDE ALL

NECESSARY

CLOSURE PIECES

4000 PSI CONCRETE SLAB

LINTEL SCHEDULE

MAX MASONRY

OPENING

WALL

THICKNESS LINTEL SHAPE

1'-0" BRICK VENEER NO LINTEL NO LINTEL

3'-0" BRICK VENEER L4 X 3 1/2 X 5/16"(LLV)

6'-6" BRICK VENEER L5 X 3 1/2 X 3/8"(LLV)

9'-6" BRICK VENEER L6 X 3 1/2 X 3/8"(LLV)

LINTEL NOTES:

1. BEAR LINTELS 8" MINIMUM

2. PROVIDE LINTELS AT ALL BRICK OPENINGS UON.

3. CLEAN AND PAINT LINTELS WITH 2-PART EPOXY COATING.

TABLE 1704.3 A) REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL STEEL AND COLD FORMED METAL FRAMING CONSTRUCTION

STRUCTURAL TESTING AND SPECIAL INSPECTIONS

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD

IBC

REFERENCE

APPLICABLE ASTM MATERIAL

SPECIFICATIONS; AISC

ASD, SECTION A3.4; AISC

LRFD, SECTION A3.3

X

AISC LRFD

SECTION M2.5 1704.3.3X

ASTM A 6 OR

ASTM A 568

ASTM A 6 OR ASTM A 568 1708.4

X

AISC, ASD,

SECTION A3.6;

AISC LRFD,

SECTION A3.5

X

AWS D1.1 1704.3.1

X

X

1704.3.2

IMPLEMENT AN INSPECTION, TESTING AND QUALITY CONTROL PROGRAM FOR THE CONSTRUCTION PHASE OF THE PROJECT AS OUTLINED ON THIS DRAWING. THE CONTRACTOR WILL ENGAGE AN APPROVED TESTING/INSPECTION AGENCY TO PROVIDE SPECIAL INSPECTION AND TESTING AS REQUIRED. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND SCHEDULE WITH THE TESTING/INSPECTION AGENCY DEFINITIONS AND REQUIREMENTS ARE TO BE IN ACCORDANCE WITH SECTION 1701 OF THE INTERNATIONAL BUILDING CODE. FAILURE TO COMPLY WILL RESULT IN REMOVAL AND RECONSTRUCTION OF ANY STRUCTURAL ELEMENTS NOT VERIFIED, TESTED, OR INSPECTED. PROVIDE COPY OF ALL INSPECTION REPORTS TO ENGINEER OF RECORD REFER TO PROJECT SPECIFICATION SECTION 01410, SPECIAL INSPECTIONS AND STRUCTURAL TESTING FOR ADDITIONAL INFORMATION.

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS & WASHERS:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

2. INSPECTION OF HIGH-STRENGTH BOLTING:

A. BEARING-TYPE CONNECTIONS.

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS.

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN

THE APPROVED CONSTRUCTION DOCUMENTS SPECIFICATION IN THE

APPROVED CONSTRUCTION DOCUMENTS

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

5. INSPECTION OF WELDING:

A. STRUCTURAL STEEL:

1. SINGLE-PASS FILLET WELDS 1/4" AND SMALLER

2. WELDING OF ELEMENTS WITHIN SHEAR WALLS

6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED

CONSTRUCTION DOCUMENTS:

A. DETAILS SUCH AS BRACING AND STIFFENING.

B. MEMBER LOCATIONS.

C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

D. SCREW ATTACHMENT, BOLTING, ANCHORING WITHIN SHEAR WALLS.

TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

1. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE ACI 318:

3.8.6, 8.1.3, 21.2.8X 1912.1

2. VERIFYING USE OF REQUIRED DESIGN MIX ACI 318: CH. 4,

5.2-5.4X

1904.2.2 1913.2 1913.3

3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE

THE TEMPERATURE OF THE CONCRETE

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

X 1913.10

4. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

X ACI 318: 5.11-5.13 1913.9

5. PROGRESSIVE COLLAPSE

A. SLAB REINFORCING PLACEMENT

B. WELDING OF REINFORCING PRIOR TO CONCRETE PLACEMENT

X X

UFC 4-023-03

14 JULY 2009

TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS

- 1704.7

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY. X

- 1704.7

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL. X

- 1704.7

3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

X

X 1704.7

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. -

- 1704.7

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. X

X

X

3 2 3

2 2 2

3 2 3 a a a a a a a

RIDGE

C&C PRESSURES - HI ROOF PARTS A, B, C

GCp

ZONE 2

AREA ≤ 10 +0.5

-1.7

PSF NET UPLIFT

+0.5

-0.9

+0.5

-2.6

+0.3AREA ≥ 100

-1.2

+0.3

-0.8

+0.3

-2.0

C&C PRESSURES - LOW ROOF PARTS B, D

GCp

ZONE 2

AREA ≤ 10 +0.3

-1.8

PSF NET UPLIFT

+0.3

-1.0

+0.3

-2.8

+0.2AREA ≥ 100

-1.1

+0.2

-0.9

+0.2

-1.1 a = 6' - 0"

INTERPOLATE FOR AREA VALUES BETWEEN 10 AND 100.

US Army Corps of Engineers ®

SHEET OF

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VOLUME 2

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COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS

DEPTH REINFORCEMENT AND NOTESWIDTH LENGTH

F1 6' - 0" 6' - 0" 2' - 0" 12 - #5 EW T&B

F2 4' - 0" 4' - 0" 1' - 4" 8 - #5 EW T&B

F3 12' - 0" 6' - 0" 2' - 0" #5 @ 6" OC EW T&B

F4 46' - 0" 9' - 0" 2' - 0" #5 @ 6" OC EW T&B

F5 73' - 4" 35' - 10" 2' - 0" #5 @ 6" OC EW T&B

COLUMN SCHEDULE

MARK SIZE BASEPLATE

C1 HSS5-1/2X5-1/2X3/8 BP1

C2 HSS12X12X1/2 BP2

WALL FOOTING SCHEDULE

MARK WIDTH THICKNESS LONGITUDINAL TRANSVERSE NOTES

WF1 3' - 0" 1' - 2" 3 - #5 CONT #4 @ 12" OC

WF2 3' - 0" 0' - 8" 3 - #5 CONT #4 @ 12" OC THICKENED SLAB. INDICATED THICKNESS

BELOW BASE OF SURROUNDING SLAB.

WF3 10' - 0" 0' - 8" 10 - #5 CONT #4 @ 12" OC THICKENED SLAB. INDICATED THICKNESS

BELOW BASE OF SURROUNDING SLAB.

NOT TO SCALE

C&C WIND ROOF DIAGRAM

FOR BASEPLATES SEE S-303

M

AR

K D

ES

C

R

IP

TI

O

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AT

E

R

EV

IS

ED

B

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AM

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