W912QR24R0009_Plans_Vol2-0000.pdf

PDF 12 MB Posted Nov 22, 2023

Attached to: Solicitation W912QR24R0009 USARC Ft. Buchanan Puerto Rico
Solicitation number: W912QR24R0009
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 21, 2023

This file describes a federal solicitation document and related opportunity. The solicitation number is W912QR24R0009 for construction services at USARC Ft. Buchanan Puerto Rico issued by the Department of the Army Corps of Engineers Engineering District Louisville. The solicitation seeks construction services for an unspecified project at the U.S. Army Reserve Center in Ft. Buchanan, Puerto Rico. The file attached is Plans Volume 2, containing 12MB of project drawings and specifications. The response due date and award timing are not provided in this high-level description.

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Other files

File	Type	Posted
W912QR24R0009_Specs-0005.pdf	PDF	Mar 6, 2024
W912QR24R0009_Plans-0005.pdf	PDF	Mar 6, 2024
W912QR24R0009 USARC Ops Building Site Visit III roster.pdf	PDF	Feb 28, 2024
W912QR24R0009-0004.pdf	PDF	Feb 28, 2024
W912QR24R0009-0003.pdf	PDF	Feb 9, 2024
W912QR24R0009-0002.pdf	PDF	Jan 26, 2024
W912QR24R0009 USARC Ops Building Site Visit II Roster.pdf	PDF	Jan 16, 2024
W912QR24R0009-0001.pdf	PDF	Jan 8, 2024
W912QR24R0009_Plans_Vol5-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Specs_Vol1-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Plans_Vol3-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Specs_Vol2-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Specs_Vol4-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Plans_Vol1-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Plans_Vol4-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Plans_Vol6-0000.pdf	PDF	Nov 22, 2023
W912QR24R0009_Specs_Vol3-0000.pdf	PDF	Nov 22, 2023

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US Army Corps of Engineers®

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US Army Corps of Engineers ®

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PROJECT NO. 89301, P2# 481867

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LOUISVILLE DISTRICT

ISSUE DATE: OCTOBER 27, 2023

CONTRACT NO.: -

SOLICITATION NO.: -

CERTIFIED FINAL SUBMITTAL

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FORT BUCHANAN, PUERTO RICO

U.S. ARMY RESERVE CENTER OPERATIONS BUILDING

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10/27/2023

07/22/202007/27/202011/6/202012-4-202005/04/202107/22/202108/25/202102/14/202202/15/202207/13/202207/21/202205/24/202310/27/202310/27/2023

10/27/2023

/23

VOLUME 2 OF 6

10/27/23

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22 November 2023

W912QR24R0009

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US Army Corps of Engineers ®

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SHEET LIST

SHEET NUMBER SHEET NAME

M-713 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL GENERAL NOTES & ABBREVIATIONS

EL111 PARTIAL LIGHTING PLAN

EL112 PARTIAL LIGHTING PLAN

EL113 PARTIAL LIGHTING PLAN

EL601 LIGHTING DIAGRAMS

EL701 LIGHTING SCHEDULES

EP111 PARTIAL POWER PLAN

EP112 PARTIAL POWER PLAN

EP113 PARTIAL POWER PLAN

EP130 BID OPTION 0014 - ROOF PV ARRAY PLAN

EP151 PARTIAL HVAC POWER PLAN

EP152 PARTIAL HVAC POWER PLAN

EP153 PARTIAL HVAC POWER PLAN

EP410 ENLARGED POWER PLANS

EP501 ELECTRICAL DETAILS

EP601 POWER ONE LINE DIAGRAM

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EP705 PANEL SCHEDULES

EY111 PARTIAL SPECIAL SYSTEMS PLAN

EY112 PARTIAL SPECIAL SYSTEMS PLAN

EY113 PARTIAL SPECIAL SYSTEMS PLAN

EY501 SPECIAL SYSTEMS DETAILS

EG130 LIGHTNING PROTECTION PLAN

EG131 BID OPTION 0014 - LIGHTNING PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EG502 GROUNDING DETAILS

EG601 GROUNDING ONE LINE DIAGRAM

TELECOMMUNICATIONS

T-001 COMMUNICATIONS LEGENDS

T-002 COMMUNICATIONS GENERAL NOTES & ABBREVIATIONS

T-111 PARTIAL COMMUNICATIONS PLAN

T-112 PARTIAL COMMUNICATIONS PLAN

T-113 PARTIAL COMMUNICATIONS PLAN

T-410 ENLARGED COMMUNICATIONS PLANS

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATIONS DETAILS

T-601 COMMUNICATION DIAGRAMS

T-602 COMMUNICATION ROOM 147 ELEVATION DIAGRAM

T-603 COMMUNICATION ROOM 126 ELEVATION DIAGRAM

SHEET LIST

SHEET NUMBER SHEET NAME

INTERIORS

I-001 FF&E LEGEND

I-110 COMPOSITE FURNITURE PLAN

I-111 PARTIAL FURNITURE PLAN

I-112 PARTIAL FURNITURE PLAN

I-113 PARTIAL FURNITURE PLAN

LIFE SAFETY

LS001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

LS100 CODE COMPLIANCE SITE PLAN

LS110 LEVEL 1 LIFE SAFETY PLAN - COMPOSITE

FIRE PROTECTION

FP001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

FP110 LEVEL 1 FIRE PROTECTION PLAN - COMPOSITE

FP501 FIRE PROTECTION DETAILS

FP502 FIRE PROTECTION DETAILS

FIRE ALARM

FA001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

FA110 LEVEL 1 FIRE ALARM PLAN - COMPOSITE

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

PLUMBING

P-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

PP101 PARTIAL UNDERGROUND PLAN

PP102 PARTIAL UNDERGROUND PLAN

PP111 PARTIAL SANITARY PLAN

PP112 PARTIAL SANITARY PLAN

PP113 PARTIAL WATER PLAN

PP114 PARTIAL WATER PLAN

PP115 PARTIAL WATER PLAN

P-401 ENLARGED PLANS

P-402 ENLARGED PLANS

P-403 ENLARGED PLANS

P-404 ENLARGED PLANS

P-405 ENLARGED PLANS

P-406 ENLARGED PLANS

P-501 DETAILS

P-502 DETAILS

P-503 DETAILS

P-504 DETAILS

P-601 SCHEDULES

P-900 RISER DIAGRAMS

P-901 RISER DIAGRAMS

P-902 RISER DIAGRAMS

P-910 RISER DIAGRAMS

P-911 RISER DIAGRAMS

P-912 RISER DIAGRAMS

MECHANICAL

M-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

MH111 PARTIAL FLOOR PLAN - HVAC

MH112 PARTIAL FLOOR PLAN - HVAC

MH113 PARTIAL FLOOR PLAN - HVAC

MP111 PARTIAL FLOOR PLAN - PIPING

MP112 PARTIAL FLOOR PLAN - PIPING

MP113 PARTIAL FLOOR PLAN - PIPING

M-301 SECTIONS

M-411 ENLARGED PLAN - HVAC

M-412 ENLARGED PLAN - PIPING

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DETAILS

M-507 MECHANICAL DETAILS

M-550 AIR RISER DIAGRAM

M-551 AIR RISER DIAGRAM

M-552 AIR RISER DIAGRAM

M-553 CHILLED WATER PIPING DIAGRAM

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

M-705 MECHANICAL CONTROLS

M-706 MECHANICAL CONTROLS

M-707 MECHANICAL CONTROLS

M-708 MECHANICAL CONTROLS

M-709 MECHANICAL CONTROLS

M-710 MECHANICAL CONTROLS

M-711 MECHANICAL CONTROLS

M-712 MECHANICAL CONTROLS

SHEET LIST

SHEET NUMBER SHEET NAME

S-362 FRAMING SECTIONS

S-363 FRAMING SECTIONS

S-364 FRAMING SECTIONS

S-365 FRAMING SECTIONS

S-366 BID OPTION - SOLAR PANEL SUPPORT FRAMING SECTIONS

S-401 ENLARGED RAMP FOUNDATION/SLAB PLAN

S-402 RAMP SECTIONS

S-411 ENLARGED VAULT ROOF SLAB FRAMING PLAN

S-412 VAULT SECTIONS AND DETAILS

S-413 VAULT SECTIONS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 PRECAST WALL PANEL DETAILS

S-511 TYPICAL FRAMING DETAILS

S-601 SCHEDULES

S-602 SPECIAL JOIST LOADING DIAGRAM

ARCHITECTURE

A-001 SYMBOL LEGEND

A-110 COMPOSITE FLOOR PLAN

A-111D PARTIAL DIMENSION PLAN

A-111N PARTIAL NOTE PLAN

A-112D PARTIAL DIMENSION PLAN

A-112N PARTIAL NOTE PLAN

A-113D PARTIAL DIMENSION PLAN

A-113N PARTIAL NOTE PLAN

A-130 COMPOSITE ROOF PLAN

A-140 COMPOSITE REFLECTED CEILING PLAN

A-141 PARTIAL REFLECTED CEILING PLAN

A-142 PARTIAL REFLECTED CEILING PLAN

A-143 PARTIAL REFLECTED CEILING PLAN

A-160 COMPOSITE PRECAST PANEL FLOOR PLAN

A-161 PRECAST PANEL ELEVATIONS

A-162 PRECAST PANEL DETAILS

A-181 PARTIAL SIGNAGE PLAN

A-182 PARTIAL SIGNAGE PLAN

A-183 PARTIAL SIGNAGE PLAN

A-200 COMPOSITE BUILDING ELEVATIONS

A-201 ENLARGED BUILDING ELEVATIONS

A-202 ENLARGED BUILDING ELEVATIONS

A-203 ENLARGED BUILDING ELEVATIONS

A-204 ENLARGED BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-400 ENLARGED RESTROOM PLAN

A-401 RESTROOM DETAILS

A-402 TYPICAL RESTROOM MOUNTING HEIGHTS

A-410 RESTROOM ELEVATIONS

A-450 RAILING DETAILS

A-461 PARTIAL FINISH PLAN

A-462 PARTIAL FINISH PLAN

A-463 PARTIAL FINISH PLAN

A-500 DOOR AND FRAME TYPES AND ABA MANEUVERING

CLEARANCES

A-501 DOOR DETAILS

A-502 DOOR DETAILS

A-510 WINDOW TYPES & DETAILS

A-530 LOUVER TYPES AND DETAILS

A-540 WALL TYPES

A-541 WALL DETAILS

A-542 WALL DETAILS

A-550 COLUMN DETAILS

A-551 COLUMN DETAILS

A-560 CEILING DETAILS

A-570 ROOF DETAILS

A-571 ROOF DETAILS

A-580 MISCELLANEOUS DETAILS

A-600 DOOR SCHEDULE

A-610 FINISH SCHEDULE AND EXTERIOR FINISH KEY

A-611 FINISH KEYS & NOTES

A-620 SIGNAGE SCHEDULE

A-621 SIGNAGE DETAILS

A-700 ENLARGED VAULT DIMENSION PLAN

A-701 ENLARGED VAULT NOTED PLAN

A-710 ENLARGED CAGE PLANS

A-711 CAGE ELEVATIONS

A-712 CAGE SECTIONS AND DETAILS

A-713 CAGE DETAILS

A-800 ENLARGED KITCHEN PLAN

A-801 KITCHEN SCHEDULE

A-900 AIR BARRIER FLOOR PLAN

A-901 AIR BARRIER WALL SECTION

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 DRAWING LIST

G-201 LOCATION AND VICINITY MAP

G-202 PROJECT AERIAL

CIVIL

V-101 OVERALL SITE SURVEY

V-111 SITE SURVEY

V-112 SITE SURVEY

B-101 OVERALL BORING PLAN

B-111 BORING PLAN

B-112 BORING PLAN

B-201 BORING LOGS

B-202 BORING LOGS

C-001 CIVIL LEGEND AND ABBREVATIONS

C-002 CIVIL GENERAL NOTES

CD101 OVERALL DEMOLITION PLAN

CD111 DEMOLITION PLAN

CD112 DEMOLITION PLAN

CG101 OVERALL GRADING AND DRAINAGE PLAN

CG111 GRADING AND DRAINAGE PLAN

CG112 GRADING AND DRAINAGE PLAN

CG201 STORM SEWER PROFILES & SCHEDULE

CG501 DRAINAGE DETAILS

CG502 DRAINAGE DETAILS

CG503 DRAINAGE DETAILS

CG701 OVERALL SEDIMENT AND EROSION CONTROL PLAN

CG711 SEDIMENT AND EROSION CONTROL PLAN

CG712 SEDIMENT AND EROSION CONTROL PLAN

CG801 SEDIMENT AND EROSION CONTROL NOTES

CG802 SEDIMENT AND EROSION CONTROL DETAILS

CG803 SEDIMENT AND EROSION CONTROL DETAILS

CG804 SEDIMENT AND EROSION CONTROL DETAILS

CG805 SEDIMENT AND EROSION CONTROL DETAILS

CG806 SEDIMENT AND EROSION CONTROL DETAILS

CS101 OVERALL SITE LAYOUT

CS111 SITE LAYOUT

CS112 SITE LAYOUT

CS401 JOINT LAYOUT PLAN

CS501 PAVEMENT DETAILS

CS502 PAVEMENT DETAILS

CS503 DESIGNATED SMOKING AREA SIGNAGE

CU101 OVERALL UTILITY PLAN

CU111 UTILITY PLAN

CU112 UTILITY PLAN

CU201 SANITARY SEWER PROFILES & SCHEDULE

CU501 SANITARY SEWER DETAILS

CU502 SANITARY SEWER DETAILS

CU511 WATER DETAILS

CU512 WATER DETAILS

LP101 OVERALL LANDSCAPE PLAN

LP111 LANDSCAPE PLAN

LP112 LANDSCAPE PLAN

ELECTRICAL

ES100 EXISTING ELECTRICAL SITE PLAN

ES101 ELECTRICAL SITE PLAN

ES501 SITE ELECTRICAL DETAILS

ES502 BID OPTION - SITE ELECTRICAL DETAILS

ES503 SITE ELECTRICAL DETAILS

TELECOMMUNICATIONS

TS101 COMMUNICATION SITE PLAN

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA

S-002 GENERAL STRUCTURAL NOTES, DESIGN CRITERIA AND

ABBREVIATIONS

S-003 COMPONENTS AND CLADDING WIND LOAD DIAGRAM

S-111 PARTIAL FOUNDATION/FLOOR SLAB PLAN

S-112 PARTIAL FOUNDATION/FLOOR SLAB PLAN

S-113 PARTIAL FOUNDATION/FLOOR SLAB PLAN

S-114 SLAB ON GRADE CONTROL JOINT PLAN

S-131 PARTIAL ROOF FRAMING PLAN

S-132 PARTIAL ROOF FRAMING PLAN

S-133 PARTIAL ROOF FRAMING PLAN

S-141 BID OPTION - SOLAR PANEL SUPPORT FRAMING PLAN

S-200 PRECAST CONCRETE WALL ELEVATIONS KEY PLAN

S-211 CONCRETE WALL ELEVATIONS

S-212 CONCRETE WALL ELEVATIONS

S-213 CONCRETE WALL ELEVATIONS

S-251 OPERABLE PARTITION SUPPORT FRAMING ELEVATION AND

SECTION

S-301 FOUNDATION SECTIONS

S-302 FOUNDATION SECTIONS

S-361 FRAMING SECTIONS

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07/22/202007/27/202011/6/202012-4-202005/04/202107/22/202108/25/202102/14/202202/15/202207/13/202207/21/202205/24/202310/27/2023

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US Army Corps of Engineers ®

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S-001

D . H

I. GENERAL

A. THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PROJECT

INFORMATION FOR THE READER'S CONVENIENCE. SEE ALSO INDIVIDUAL

PLAN NOTES AND PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND

REQUIREMENTS.

B. ALL REFERENCES TO REFERENCE STANDARDS HEREIN ARE TO MOST

RECENT ISSUE IN EFFECT AS OF THE DATE OF THESE DOCUMENTS,

UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR ON THE

PLANS.

C. ELEVATIONS. ALL ELEVATIONS ARE REFERENCED TO FINISHED FLOOR EL.

100'-0". ALL ELEVATIONS SHOWN ON PLANS ARE REFERENCED TO THE

SITE ELEVATION DATUM SHOWN ON FOUNDATION PLANS UNLESS NOTED

OTHERWISE.

D. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES AS SPECIFIED IN

PROJECT SPECIFICATIONS SECTION 01 33 00.

1. IDENTIFY PROMINENTLY ON DRAWINGS EACH AND ALL RESUBMITTALS

BY NUMBER.

2. IDENTIFY ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE

REQUESTED BY THE CONTRACTING OFFICER.

3. SUBMITTALS FAILING TO CONFORM TO THE ABOVE WILL BE RETURNED

FOR RESUBMITTAL.

E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING WORK

OR FABRICATION AND THE CONTRACTING OFFICER SHALL BE NOTIFIED

IMMEDIATELY ON ANY DISCREPENCIES.

F. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE SHORING AND

BRACING TO PROTECT UNFINISHED NEW CONSTRUCTION.

II. DESIGN CRITERIA

A. BUILDING CODES

2018 INTERNATIONAL BUILDING CODE.

ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES.

UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DEC 2018 INHABITED OCCUPANCY, LOCATED WITHIN AN INSTALLATION

PERIMETER.

B. SUPERIMPOSED DESIGN LOADS

1. DEAD LOADS

ROOF DEAD LOAD (INCLUDING JOISTS) - 27 psf MIN. ROOF DEAD LOAD - 13 psf

2. LIVE LOADS

VAULT ROOF - 20 psf MECHANICAL/ELECTRICAL ROOMS - 125 psf ROOF LIVE LOAD - 20 psf

3. SNOW: GROUND SNOW LOAD = 0 psf

4. WIND:

A. BASIC WIND SPEED: 158 MPH (ULTIMATE)

B. ALLOWABLE STRESS DESIGN WIND SPEED: 122 MPH (NOMINAL)

C. RISK CATEGORY II

D. EXPOSURE CATEGORY - C

E. INTERNAL PRESSURE COEF., GCpi = +/-0.18

5. SEISMIC

A. RISK CATEGORY II, IMPORTANCE FACTOR =1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS

SS = 0.98g S1 = 0.39g

C. SITE CLASSIFICATION - D

D. DESIGN SPECTRAL RESPONSE ACCELERATIONS

SDS = 0.73g SD1 = 0.49g

E. SEISMIC DESIGN CATEGORY - D

F. RESPONSE MODIFICATION FACTOR, R, AND SEISMIC RESPONSE

COEFF, CS: LOAD BEARING INTERMEDIATE REINFORCED PRECAST

CONCRETE SHEAR WALLS, R = 4.0, CS = 0.183

G. DESIGN SEISMIC BASE SHEAR = 771 kips

H. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

6. RAINFALL INTENSITY FOR 15-MIN DURATION OVER 100 YEAR RETURN:

5.33 IN/HR

7. FUTURE EXPANSION: NO PROVISION FOR FUTURE EXPANSION HAS

BEEN MADE THAT WILL IMPACT DESIGN PROVISIONS OF STRUCTURES

AND FOUNDATIONS UNDER THIS CONTRACT.

C. FOUNDATIONS

1. ALLOWABLE BEARING PRESSURE

SPREAD AND WALL FOOTINGS - 2,500 psf

2. FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE

RECOMMENDATIONS OF THE SUBSURFACE EXPLORATION

AND GEOTECHNICAL REPORT PREPARED BY JACA & SIERRA

DATED APRIL 2, 2019. REPORT IS ATTACHED TO THE SPECIFICATIONS

FOR THE CONTRACTOR'S CONVENIENCE AND IS NOT A WARRANTY

OF EXISTING CONDITIONS. THE DOCUMENT AND ITS ATTACHMENTS

ARE NOT PART OF THE CONTRACT DOCUMENTS.

III. TESTING AND INSPECTION

A. FOUNDATIONS AND EARTHWORK. GEOTECHNICAL ENGINEER/TESTING

LABORATORY SHALL BE ENGAGED FOR QUALITY CONTROL AND VERIFICATION.

SEE SPECS. ALL OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED

AND APPROVED BY A LICENSED GEOTECHNICAL ENGINEER PRIOR TO

CONCRETE PLACEMENT.

B. MATERIALS AND PROCEDURES. TESTING LABORATORY TO BE ENGAGED

FOR MATERIAL TESTING. SEE SPECS.

C. SPECIAL INSPECTOR. A SPECIAL INSPECTOR SHALL BE ENGAGED BY THE

CONTRACTOR TO INSPECT ELEMENTS AS REQUIRED. SEE SPEC 01 45 35.

IV. EARTHWORK

A. SITE PREPARATION

1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR OVER-EXCAVATION

AND BACKFILL REQUIREMENTS.

2. FOUNDATION EXCAVATIONS, REFER TO SPECIFICATIONS.

3. DRAINAGE AND DEWATERING: ALL EXCAVATIONS SHALL BE

PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING

THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE

CONTINUALLY AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL

PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE THAT ALL

FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS

REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY

PERCHED WATER CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING

EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO

SPECIFICATION SECTION 31 00 00.00 06 EARTHWORK FOR EXCAVATION

REQUIREMENTS.

B. STRUCTURAL FILLS. FILL MATERIAL COMPACTED IN 8" LIFTS

FOR HEAVY EQUIPMENT COMPACTORS, 4" LIFTS FOR HAND-OPERATED

EQUIPMENT. SEE SPECIFICATIONS FOR ACCEPTABLE FILL MATERIAL.

1. TOP 12" OF SUBGRADE UNDER BUILDING FOUNDATIONS AND SLABS-

ON-GRADE: MINIMUM DENSITY 95% ASTM D1557.

2. SUBGRADE UNDER BUILDING FOUNDATIONS AND SLABS-ON-GRADE

EXCEPT TOP 12", TO 10 FEET BEYOND BUILDING AND STRUCTURE LINE:

MINIMUM DENSITY 95% ASTM D1557.

3. GRANULAR SUBBASE UNDER SLAB-ON-GRADE: VAPOR BARRIER ON

OPEN GRADED CAPILLARY WATER BARRIER.

4. EXCEPT FOR RETAINING WALLS, FOUNDATION WALLS HAVE NOT BEEN

DESIGNED TO RESTRAIN LATERAL LOADS. BACKFILLING SHALL BE

PERFORMED SUCH THAT THE ELEVATION OF BACKFILL ON BOTH SIDES OF

THE FOUNDATION WALL IS ESSENTIALLY EQUAL (NOT TO EXCEED 2 FT)

TO AVOID UNBALANCED LOADS.

V. CAST-IN-PLACE REINFORCED CONCRETE

A. DESIGN CODE. ACI 318-14 - STRENGTH DESIGN. REFERENCE STANDARD:

ACI 301. CONTRACTOR TO MAINTAIN COPY AT JOB SITE.

B. MIX DESIGN SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION

03 30 00.00 10 OF THE PROJECT SPECS AND ACI 301, CHAPTER 3

"PROPORTIONING". MIX DESIGNS WHICH ARE SUBMITTED WITHOUT THE

REQUIRED DOCUMENTATION WILL BE REJECTED. FIELD SLUMPS

RECORDED AT JOB SITE SHALL NOT EXCEED THE SLUMP ESTABLISHED

FOR THE MIX DESIGN.

C. CONCRETE. REFER TO SPECS.

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 psi

AT 28 DAYS.

D. FORMWORK

1. SEE SPECS.

2. KEYS INDICATED ARE TO BE 2" x 4" NOMINAL CONTINUOUS, UNO.

3. RUSTICATION STRIPS, CHAMFERS, DRIPS, MISC. EMBEDS, ETC. SEE

PLANS AND/OR ARCHITECTURAL DRAWINGS.

4. OPENINGS FOR MEP TRADES. ALL HOLES FOR OTHER TRADES WHICH

MUST BE CUT OR FORMED AND WHICH ARE NOT SHOWN ON THE

STRUCTURAL DESIGN(S) DRAWINGS SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

5. CONTROL JOINTS IN CONCRETE WALLS SHALL BE SPACED AT 30'-0" OC

MAX. CONTROL JOINTS SHOWN ON THE DRAWINGS ARE POSSIBLE

LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

JOINTS IN THE WALLS. ANY CONTROL JOINT LOCATIONS SHOWN ON THE

DRAWINGS CAN BE USED FOR VERTICAL CONSTRUCTION JOINT LOCATIONS.

E. REINFORCEMENT

1. REINFORCING BARS. DEFORMED, GRADE 60, ASTM A615.

ASTM A706 WHERE SPECIFIED AND FOR WELDING APPLICATIONS.

A. FABRICATION: ACI SP-66 (2004) "ACI DETAILING MANUAL"

2. WELDED SMOOTH WIRE FABRIC - ASTM A1064. FLAT SHEETS.

3. WELDING - ACI 301, SECTION 3.2.2.2.

4. CORNER BARS. PROVIDE CORNER BARS SAME SIZE AND SPACING AS

HORIZONTAL REINFORCEMENT AT INTERSECTIONS OF ALL WALLS AND

WALL FOUNDATIONS.

5. SPLICES. CONTINUOUS REINF. BARS INCLUDING CORNER BARS SHALL

BE LAPPED THE LENGTH SHOWN IN THE DEVELOPMENT / LAP SPLICE

TABLE SHOWN ON THE DESIGN DRAWINGS.

6. MINIMUM COVER FOR PROTECTION TYPICAL, U.N.O.

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"

B. FORMED SURFACE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS - 2"

#5 AND SMALLER - 1 1/2"

C. STRUCTURAL SLABS AND WALLS NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND - 3/4"

D. BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES: PRIMARY

REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS NOT EXPOSED

TO WEATHER OR IN CONTACT WITH GROUND - 1 1/2"

7. HOOKS INDICATED ARE ACI/CRSI STANDARD 90 DEG. OR 180 DEG.

HOOKS. BAR LENGTHS SHOWN ARE OUT-TO-OUT AND DO NOT INCLUDE

HOOK LENGTH

F. SLAB & WALL OPENINGS. COORDINATE WITH MECHANICAL, PLUMBING AND

ELECTRICAL TRADES. FIELD REQUIREMENTS NOT SHOWN ON STRUCTURAL

PLANS MUST BE APPROVED BY THE CONTRACTING OFFICER. ANY

STRENGTHENING OR ADDITIONAL REINFORCEMENT REQUIRED SHALL

BE FURNISHED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO

THE GOVERNMENT. PLUMBING SLOTS ARE TO BE FILLED WITH CONCRETE

TO SAME THICKNESS AS SLAB OR WALL AFTER PIPING HAS BEEN INSTALLED.

SEE TYPICAL SLAB PENETRATION DETAILS FOR REQUIREMENTS.

G. EMBEDDED PIPES OR CONDUIT. MAXIMUM DIAMETER - 1/3 x SLAB OR

WALL THICKNESS, SPACED MINIMUM OF 3 DIAMETERS ON CENTER.

H. GROUT. HIGH STRENGTH, NON-SHRINK STRUCTURAL GROUT. SEE SPECS.

I. CONCRETE FINISHES. SEE SPECS.

1. FORMED SURFACES:

A. PAINTED OR EXPOSED TO VIEW: RUBBED, U.N.O. ON PLANS

B. COVERED OR AS NOTED ON PLANS: AS-CAST

2. FLATWORK SURFACES:

A. EXPOSED TO VIEW: TROWELED WITH SURFACE TREATMENT

B. TILED OR CARPETED: TROWELED

C. STAIRS OR RAMPS: BROOMED

D. SIDEWALKS, DRIVEWAYS: BROOMED OR BELTED

J. CURING AND PROTECTION. SEE SPECS.

K. SLABS ON GRADE

1. STRIP CAST WITH CONTROL/CONSTRUCTION JOINTS TO ALIGN WITH

COLUMN CENTERLINES. CONTROL JOINTS SHALL BE PLACED AS

SHOWN ON PLANS.

2. SEE CONTROL JOINT AND CONSTRUCTION JOINT DETAILS. CONTROL

JOINT MAXIMUM SPACING IS 18'-0".

VI. STRUCTURAL STEEL

A. DESIGN, FABRICATION, AND ERECTION. AISC 360-16. SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS.

B. DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

C. GRADE STEEL. WIDE FLANGE SHAPES - ASTM A992 (GRADE 50)

CHANNELS, ANGLES, AND MISC. SHAPES - ASTM A36

TUBE (HSS) SHAPES - ASTM A500, GRADE C (46 KSI MIN. YIELD STRENGTH

FOR ROUND SHAPES, 50 KSI MIN. YIELD STRENGTH FOR RECTANGULAR SHAPES).

D. CONNECTIONS. AISC MANUAL STANDARD CONNECTIONS UNLESS NOTED.

1. HIGH-STRENGTH BOLTS: ASTM F3125 GRADE A325 BEARING TYPE INSTALLED

IN CONFORMANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS

USING HIGH STRENGTH BOLTS", RESEARCH COUNCIL ON STRUCTURAL

CONNECTIONS. U.N.O., STANDARD AISC "USUAL GAGE" DIMENSIONS

SHALL BE USED FOR LOCATING HOLES FOR BOLTS, EXPANSION

ANCHORS, ETC. IN ALL ANGLES, BEAM FLANGES, ETC.

2. WELDS: AWS D1.1/D1.8, SERIES E70XX. ALL WELDS SHALL BE SUBJECT TO

INSPECTION AND NONDESTRUCTIVE EXAMINATION AS REQUIRED IN

SPECIFICATIONS. WHERE WELD SIZE IS NOT INDICATED ON THE

DRAWINGS, USE MINIMUM SIZE FOR PREQUALIFIED JOINTS PER

AWS D1.1/D1.8.

3. ANCHOR RODS: ANCHOR RODS SHALL CONFORM TO ASTM F1554,

GRADE 36.

4. SIMPLE SHEAR CONNECTIONS: STEEL FABRICATOR SHALL DESIGN

CONNECTIONS FOR THE REACTIONS SHOWN ON THE DRAWINGS.

WHERE REACTIONS ARE NOT SHOWN, DESIGN NON-COMPOSITE

BEAM CONNECTIONS FOR 50% OF THE FULL CAPACITY

OF THE BEAM.

E. TOLERANCES. AISC CODE OF STANDARD PRACTICE 2016, SECTION 6.4,

7.12, AND 7.13.

F. ROOF OPENINGS. VERIFY SIZE AND LOCATION OF REQUIRED

OPENINGS WITH MECHANICAL, PLUMBING, OR OTHER TRADES AS

NECESSARY TO ASSURE CORRECT FRAMING AND SUBMIT ON SHOP

DRAWINGS. PROVIDE SUB-SUPPORT AS REQUIRED FOR DECK CLOSURES

TYPICAL, INCLUDING AT COLUMNS. COORDINATE WITH DECK SUPPLIER.

G. SHOP DRAWINGS. SUBMIT ERECTION AND FABRICATION SHOP DRAWINGS,

STAMPED AND SEALED BY A REGISTERED ENGINEER. SEE SPECS.

VII. METAL ROOF DECK

A. DESIGN, FABRICATION, & ERECTION. STEEL DECK INSTITUTE (SDI)

DESIGN MANUAL. CONFORM TO RECOMMENDATIONS FOR STEEL

DECK DIAPHRAGM, DDM03.

B. MATERIAL. ASTM A653 TYPE SS (40 ksi MIN. YIELD STRENGTH)

C. METAL ROOF DECK, 1 1/2" DEEP, 0.0358" THICK (20 GAUGE) WIDE

RIB WITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

Ix = 0.201 in4/ft; S(+) = 0.234 in3/ft; S(-) = 0.247 in3/ft

D. INSTALLATION. WHERE POSSIBLE, EXTEND OVER 3 OR MORE

SUPPORTS. DECK ATTACHMENTS SHALL BE IN ACCORDANCE WITH

SDI SPECS AND SHALL BE ADEQUATELY SHOWN ON DECK SHOP

DRAWINGS FOR FIELD INSTALLATION. ANCHOR TO RESIST THE NET

UPLIFT PRESSURE AS SHOWN ON THE PLANS.

E. DECK ATTACHMENT SHALL BE WITH 1/2" PUDDLE WELDS ON 36/7

PATTERN WITH #10 TEK SCREW SIDELAP FASTENERS AT 12" OC MAX.

MECHANICAL FASTENERS MAY BE USED ON A PATTERN PRODUCING

STRENGTH AND STIFFNESS AT LEAST EQUAL TO THE WELDED

ATTACHMENT. WELDED SIDELAPS NOT PERMITTED.

F. ACCESSORIES. RIDGE AND VALLEY PLATES AND CANT STRIPS

ATTACHED DIRECTLY TO STEEL DECK INCLUDED. GAGE TO MATCH

ROOF DECK.

G. FINISH. G90 GALVANIZED

H. SHOP DRAWINGS. SUBMIT SHOP DRAWINGS.

GENERAL STRUCTURAL NOTES

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VII. ADHESIVE AND EXPANSION ANCHORS

A. ADHESIVE ANCHORS SHALL CONSIST OF AN EQUAL TWO-COMPONENT

STRUCTURAL GRADE EPOXY INJECTION MATERIAL CONFORMING TO

ASTM C881. ROD MATERIAL SHALL MEET MIN. MATERIAL

SPECIFICATIONS OF ASTM A193, GRADE B7 OR APPROVED EQUAL.

B. REINFORCING BAR ANCHORS SHALL BE DEFORMED, GRADE 60,

ASTM A615.

C. CHEMICAL ANCHORS SHALL MEET THE MINIMUM MATERIAL

SPECIFICATIONS OF ASTM A193, GRADE B7 OR APPROVED EQUAL.

EXPANSION ANCHORS SHALL BE GALVANIZED, CARBON STEEL.

D. ANCHORAGE SYSTEMS SHALL BE APPROVED BY THE CONTRACTING

OFFICER. PRIOR TO USE.

E. INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S

PRINTED LITERATURE AND SHALL INCLUDE THE BRUSHING AND

CLEANING OF DRILLED HOLES WITH COMPRESSED AIR. INSTALLERS

SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE.

EMBEDMENT DEPTH SHALL BE AS INDICATED ON THE STRUCTURAL

DRAWINGS.

F. CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY DURING THE

DRILLING PROCESS TO AVOID DAMAGING EXISTING REINFORCEMENT.

ABANDON HOLES THAT INTERFERE WITH REINFORCEMENT, HAVE

INCORRECT DIAMETER OR SPALLING DAMAGE, AND FILL WITH GROUT.

DRILL HOLES AS REQUIRED.

G. PROOF LOAD TESTING. PERIODICALLY PROOF LOAD 25% OF EACH TYPE AND

SIZE OF DRILLED-IN ADHESIVE ANCHOR IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE ANCHOR MANUFACTURER. PROOF LOADING

SHALL BE PERFORMED AT 50% OF THE MEAN BOND STRENGTH OR 80% OF

THE ROD YIELD STRENGTH, WHICHEVER IS LESS. IF MORE THAN 10%

OF THE TESTED ANCHORS FAIL TO ACHIEVE THE SPECIFIED LOAD WITHIN THE

LIMITS, ALL ANCHORS OF THE SAME DIAMETER AND TYPE AS THE FAILED

ANCHOR SHALL BE TESTED. DISPLACEMENT OF ANCHORS AT PROOF LOAD

SHALL NOT EXCEED D/10, WHERE D IS THE NOMINAL ANCHOR DIAMETER.

VIII. OPEN-WEB STEEL JOIST

A. DESIGN, FABRICATION, AND USE. SJI SPECS.

B. DETAILS. JOISTS TO BE WELDED OR BOLTED TO SUPPORTS. REFER

TO SECTIONS AND DETAILS FOR JOIST SEAT DEPTHS. EXTEND BOTTOM

CHORD OF JOIST TO COLUMN ON COLUMN LINES. PROVIDE VERTICAL

STABILIZER PLATE TO RECEIVE BOTTOM CHORD.

C. PAINT. PRIME AND PAINT IN ACCORDANCE WITH SPECS.

D. CONCENTRATED LOADS. ATTACH IN SUCH A MANNER OR AT SUCH A

LOCATION (I.E. PANEL POINTS) SO THAT LOCAL BENDING IS NOT

INDUCED IN THE CHORDS EXCEPT AS INDICATED. FOR ALL

CONCENTRATED LOADS NOT OCCURRING AT JOIST PANEL POINTS,

AN EXTRA WEB MEMBER MUST BE FIELD APPLIED.

E. BRIDGING AND/OR DIAGONAL BRACING TO BE COLLINEAR WHERE

EXPOSED TO VIEW. ANY BRIDGING SHOWN ON PLANS IS A MINIMUM

REQUIREMENT. ACTUAL BRIDGING REQUIREMENTS SHALL BE

DETERMINED BY THE JOIST SUPPLIER AS RECOMMENDED BY THE SJI.

F. SUBMIT SHOP DRAWINGS INCLUDING UPLIFT DESIGN CALCULATIONS.

SEE SPECS.

ABBREVIATIONSGENERAL STRUCTURAL NOTES CON'TD

IX. PRECAST CONCRETE WALL PANELS

A. DESIGN, FABRICATION, AND ERECTION. PRECAST CONCRETE INSTITUTE

(PCI) DESIGN MANUAL.

B. DESIGN FOR THE LOADS AS INDICATED ON THE DRAWINGS AND AS

REQUIRED IN THE SPECIFICATIONS.

C. ALL PRECAST CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH

OF 5000 psi AT 28 DAYS, UNO ON PLANS OR SPECIFICATIONS.

D. PRECAST MFR IS RESPONSIBLE FOR FINAL LAYOUT, DIMENSIONS

AND JOINTING OF WALL PANELS. PANEL THICKNESSES SHOWN ARE MINIMUMS.

E. PRECAST MFR IS RESPONSIBLE FOR ALL CONNECTIONS BETWEEN PANELS,

AND ANCHORAGE TO THE FOUNDATION.

F. PRECAST MFR SHALL COORDINATE WALL OPENINGS/PENETRATIONS

WITH OTHER TRADES. PROVIDE ADD'L REINFORCEMENT AS REQ'D.

G. REINFORCEMENT, DEFORMED, GRADE 60, ASTM A615. ASTM A706 FOR

WELDING APPLICATIONS.

H. MINIMUM REINFORCEMENT RATIO - 0.0018

I. SUBMIT SHOP DRAWINGS.

NOM NOMINAL

NORM WT NORMAL WEIGHT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSL OUTSTANDING LEG

PAF POWDER ACTUATED FASTENERS

PC PRECAST

PE PROFESSIONAL ENGINEER

PERP PERPENDICULAR

PL PLATE

PLB PLUMBING

PLYWD PLYWOOD

POJ PLANE OF JOIST

PROJ PROJECT

PVG PAVING

PVMT PAVEMENT

QTY QUANTITY

QUAL QUALITY

R RADIUS

RD ROOF DRAIN

REC RECESSED

RECT RECTANGLE

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISE, REVISION

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STIF STIFFENER

STL STEEL

STRUC STRUCTURE(AL)

SW SHEAR WALL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

THK THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

w/ WITH w/o WITHOUT

WCJ WALL CONTROL JOINT

WD WOOD

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

EMBED EMBEDMENT

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FIN FINISH(ED)

FLR FLOOR

FO FACE OF

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

GR BM GRADE BEAM

HC HOLLOW CORE

HD HEADED

HK HOOK

HLDN HOLD DOWN

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING-VENTILATING-AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT

KB KNEE BRACE

KWY KEYWAY

L LENGTH

Ld DEVELOPMENT LENGTH

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

LW LONG WAY

MATL MATERIAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOV MOVABLE

MTL METAL

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO, # NUMBER

& AND

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

B/B BACK TO BACK

BB BOND BEAM

BE BOUNDARY ELEMENT

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C/C CENTER TO CENTER

CANT CANTILEVER

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

CTR CENTER

D DEPTH

db BAR DIAMETER

DEMO DEMOLITION

DEPR DEPRESSION

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DN DOWN

DO DITTO

DTL DETAIL

DWG DRAWING

DWL DOWEL

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

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TYP

13' - 5"

TYP

13' - 5"

TYP

13' - 5"

TYP

13' - 5"

COMPONENTS & CLADDING WIND

LOAD (psf)

23.9

POSITIVE

<10 SF 100 SF 200 SF >500 SF

ROOF

NEGATIVE

100 SF

53.9

POSITIVE

<10 SF 50 SF <10 SF 50 SF

WALLS

NEGATIVE

200 SF >500 SF200 SF >500 SF

NOTES:

1. WALL SECTION 5 EXTENDS FROM BUILDING CORNER 9'-9".

2. WIND PRESSURES SHOWN ARE AT THE ULTIMATE LEVEL.

(i.e. THE 0.6 LOAD FACTOR HAS NOT BEEN APPLIED.)

<10 SF 200 SF 500 SF >1000 SF

23.9

53.9

18.9

45.9

18.9

43.5

18.9

40.4

-93.8

-53.9

-123.7

-73.2

-53.9

-97.3

-67.0

-40.8

-89.3

-58.8

-36.4

-78.8

-58.8

-28.9

-78.8

48.3 43.5 40.4 -58.3

-71.8

-52.8

-60.7

-48.0

-51.2

-44.9

-44.953.9 48.3 43.5 40.4

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COMPONENTS AND CLADDING PRESSURES

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C H

E -S

-1

4" 5'

26' - 10" 22' - 10" 26' - 4"

3' - 4" 27' - 6"

C S-301

A S-301

F4.0F4.0

F5.0 F4.0

F4.0

F5.0

F4.0

WF-2

W F-

( 90' - 6" )

( 95' - 6" )

B S-301

TYP2

TYP 1

SOG1A

( 94' - 6" ) ( 92' - 6" )

MATCHLINE - SEE S-113

3' - 4"

A S-301

( 96' - 6" )

( 95' - 0" )

( 93' - 6" )

( 98' - 0" )

TYP5

C W

-1

W F-

CW-1

CW-2

C W

-2

S-401

( 98' - 0" )

( 95' - 0" )

( 96' - 6" )

( 98' - 0" )

S-251

( 92' - 2" )

( 93' - 10" )

( 98' - 0" )

( 96' - 9" )C W

-2

TYP6

( 96' - 6" )

( 98' - 0" )

TYP4

04'8' 16' 24'8'

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

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

PARTIAL FOUNDATION/FLOOR SLAB PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

3 "WF-X" INDICATES REINFORCED CONCRETE WALL

FOUNDATION. SEE SHEET S-601 FOR WALL FOOTING

SCHEDULE. TOP OF FOUNDATION ELEVATION = 98'-0" UNO

AS (XX'-XX").

4 "CW-X" INDICATES REINFORCED CONCRETE WALL. SEE

SHEET S-601 FOR CONCRETE WALL SCHEDULE.

5 "FX.X" INDICATES REINFORCED CONCRETE COLUMN

FOOTING. SEE SHEET S-601 FOR COLUMN FOOTING

SCHEDULE. TOP OF FOOTING ELEVATION = 98'-0" UNO.

6 "SOGXX" INDICATES CONCRETE SLAB ON GRADE. SEE

S-601 FOR CONCRETE SLAB ON GRADE SCHEDULE. TOP

OF SLAB ELEVATION = 100'-0", UNO. SITE ELEVATION =

64.75'. REFER TO S-114 FOR SLAB ON GRADE CONTROL

JOINT PLAN.

SHEET KEYNOTES

1 STEPPED FOOTING. REFER TO TYPICAL DETAIL ON SHEET

S-501.

2 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET

S-501.

3 SLAB DEPRESSION FOR EQUIPMENT TROUGH. SEE

TYPICAL SLAB DEPRESSION DETAIL ON SHEET S-501.

4 HALF GRATE FLOOR DRAIN. REFER TO PLUMBING

DRAWINGS.

5 CONC PAVING, REFER TO CIVIL.

6 BOLLARD. SEE TYPICAL DETAILS ON SHEET S-502 FOR

SIZE AND PLACEMENT OF BOLLARDS.

7 EXTERIOR EQUIPMENT PAD. REFER TO CIVIL DRAWINGS.

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MATCHLINE - SEE S-113

12' - 2"

23' - 8" 21' - 10" 16' - 6" 17' - 6" 23' - 2" 18' - 8"

C H

E -S

-1

C S-301

F4.0 F4.0 F4.0 F4.0 F4.0

F4.0

F4.0F4.0F4.0F4.0F4.0

F4.0 F7.0 F7.0

F4.0

F5.0 F5.0

F5.0

3.5

E S-301

D S-301

F S-301

WF-1

W F-

WF-1

W F-

( 94' - 6" )

TYP1

WF-2

TYP2

F4.0

SOG1A

SOG2

A S-302

( 94' - 6" )

( 96' - 3" )

( 98' - 0" )

WF-4

11" 3' - 4"

19' - 1" 6' - 4" 4' - 4"

C H

E -S

-1

MATCHLINE - SEE S-113

A S-301

B S-301

TYP 3

CW-2

C W

-2 C

W -1

W F-

CW-1

C W

-1

C W

-7

CW-7

C W

-7

CW-7

C W

-7

( 98' - 0" )

( 96' - 8" )

( 95' - 4" )

( 96' - 8" )( 98' - 0" )

TYP4

W F-

( 93' - 4" ) ( 92' - 2" )( 93' - 4" )

( 94' - 6" )

( 98' - 0" ) ( 96' - 6" )

( 95' - 0" ) ( 96' - 6" )

( 98' - 0" ) TYP6

3' - 4" 3' - 6" 3' - 10"

6' - 10 5/8" 67' - 4"

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

T N

O . 8

, P 2#

S U

F O

U N

O R

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

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E, K

S-112

D . H

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

PARTIAL FOUNDATION/FLOOR SLAB PLAN

SHEET KEYNOTES

1 STEPPED FOOTING. REFER TO TYPICAL DETAIL ON SHEET

S-501.

2 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET

S-501.

3 CONC PAVING, REFER TO CIVIL.

4 EXTERIOR EQUIPMENT PAD. REFER TO CIVIL DRAWINGS.

5 STEPPED FOOTING. COORDINATE LOCATIONS WITH SITE

UTILITIES. SEE S-501 FOR STEP FOOTING DETAIL.

6 INTERIOR EQUIPMENT PAD. REFER TO TYPICAL DETAIL

ON SHEET S-501. SEE MECHANICAL DRAWINGS FOR SIZE

AND LOCATION.

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

3 "WF-X" INDICATES REINFORCED CONCRETE WALL

FOUNDATION. SEE SHEET S-601 FOR WALL FOOTING

SCHEDULE. TOP OF FOUNDATION ELEVATION = 98'-0" UNO

AS (XX'-XX").

4 "CW-X" INDICATES REINFORCED CONCRETE WALL. SEE

SHEET S-601 FOR CONCRETE WALL SCHEDULE.

5 "FX.X" INDICATES REINFORCED CONCRETE COLUMN

FOOTING. SEE SHEET S-601 FOR COLUMN FOOTING

SCHEDULE. TOP OF FOOTING ELEVATION = 98'-0" UNO.

6 "SOGXX" INDICATES CONCRETE SLAB ON GRADE. SEE

S-601 FOR CONCRETE SLAB ON GRADE SCHEDULE. TOP

OF SLAB ELEVATION = 100'-0", UNO. SITE ELEVATION =

64.75'. REFER TO S-114 FOR SLAB ON GRADE CONTROL

JOINT PLAN.

K D

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D D

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_P la ns _V ol 2-

83' - 0" 3' - 4" 65' - 6" 3' - 4" 15' - 2"

MATCHLINE - SEE S-112

22' - 6" 23' - 8" 21' - 10" 34' - 0" 23' - 2" 18' - 8" 5' - 4" 21' - 2"

1" 3'

170' - 4"

C S-301

A S-301

B S-301

F4.0F4.0 F4.0 F4.0 F4.0

F4.0 F4.0 F4.0 F4.0 F4.0F4.0

F4.0 F4.0 F4.0 F4.0 F4.0 F4.0

F4.0F4.0F4.0F4.0F4.0F4.0

F4.0 F4.0 F4.0 F4.0 F4.0 F4.0

WF-1

WF-2

W F-

F4.0

SOG1A

TYP1

C H

E -S

-1

MATCHLINE - SEE S-111

TYP2

E S-301

CW-7

C W

-1

C W

-1

CW-1

F-

TYP3

TYP4

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

T N

O . 8

, P 2#

S U

F O

U N

O R

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-113

D . H

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

PARTIAL FOUNDATION/FLOOR SLAB PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

3 "WF-X" INDICATES REINFORCED CONCRETE WALL

FOUNDATION. SEE SHEET S-601 FOR WALL FOOTING

SCHEDULE. TOP OF FOUNDATION ELEVATION = 98'-0" UNO

AS (XX'-XX").

4 "CW-X" INDICATES REINFORCED CONCRETE WALL. SEE

SHEET S-601 FOR CONCRETE WALL SCHEDULE.

5 "FX.X" INDICATES REINFORCED CONCRETE COLUMN

FOOTING. SEE SHEET S-601 FOR COLUMN FOOTING

SCHEDULE. TOP OF FOOTING ELEVATION = 98'-0" UNO.

6 "SOGXX" INDICATES CONCRETE SLAB ON GRADE. SEE

S-601 FOR CONCRETE SLAB ON GRADE SCHEDULE. TOP

OF SLAB ELEVATION = 100'-0", UNO. SITE ELEVATION =

64.75'. REFER TO S-114 FOR SLAB ON GRADE CONTROL

JOINT PLAN.

SHEET KEYNOTES

1 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET

S-501.

2 CONC PAVING, REFER TO CIVIL.

3 BOLLARD. SEE TYPICAL DETAILS ON SHEET S-502 FOR

SIZE AND PLACEMENT OF BOLLARDS.

4 EQUIPMENT PAD. REFER TO TYPICAL DETAIL ON SHEET

S-501. SEE MECHANICAL DRAWINGS FOR SIZE AND

LOCATION.

K D

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1 2 3 4 5 6 8 9 10

3.5

TYP1

GRAPHIC SCALE: = 1'-0"

16' 08' 32' 48'16'

1/16"GRAPHIC SCALE: = 1'-0"

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

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O . 8

, P 2#

S U

O N

G R

C O

O L

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-114

D . H

SCALE: 1/16" = 1'-0"

SLAB ON GRADE CONTROL JOINT PLAN

SHEET KEYNOTES

1 CONTROL JOINT. REFER TO DETAIL 3/S-501 FOR TYPICAL

CONTROL JOINT DETAILS.

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

K D

N D

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_P la ns _V ol 2-

6 8 9 10

C H

E -S

-1

W12X26

(POJ)

W12X26

(POJ)

W12X22

(POJ)

W12X22 W

3/ 4"

1/ 2"

3/ 4"

26' - 10" 22' - 10" 26' - 4" 27' - 6"

W12X26

(POJ)

W12X26

(POJ)

A S-361

B S-361

'-1 " O

S P-

'-1 " O

'-1 1"

O C

'-4 " O

'-1 1"

O C

'-1 " O

C S-361

D S-361

MATCHLINE - SEE S-133

JST BRG EL

= 119'-0"

3/ 4"

B S-362

C S-362

A S-362

D S-362

3.5k

3.9k

3.3k

'-4 " O

.0 k

.3 k

.0 k

'-1 " O

'-1 1"

O C

S P-

-1 0"

O C

'-0 " O

JST GRIDER BRG EL = 121' - 7" JST GRIDER BRG EL = 120' - 7 1/2"

'-1 1"

O C

24K4 SP-1

24K4

1/ 2"

3.5k

93' - 2"

2.3k

JST BRG EL

= 122'-10 3/4"

A S-365

A S-363

12K1

C S-362

SLOPE

W14X226"

0" (111'-0")

(POJ)

TYP 1

INDICATES SPAN DIRECTION OF 1 1/2" METAL ROOF DECK.

SEE GENERAL NOTES FOR ATTACHMENT REQUIREMENTS.

LEGEND

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

T N

O . 8

, P 2#

S U

R O

O F

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-131

D . H

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

PARTIAL ROOF FRAMING PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 TOP OF STEEL ELEVATION IS REFERENCED FROM

FINISHED FLOOR ELEVATION 100'-0".

3 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

4 REACTIONS SHOWN ARE FACTORED VERTICAL GRAVITY

LOADS. THESE REACTIONS DO NOT INCLUDE EFFECTS

FROM WIND.

SHEET KEYNOTES

1 KNEE BRACE BETWEEN JOIST BOTTOM CHORD AND BEAM

BOTTOM FLANGE. SEE TYPICAL JOIST KNEE BRACE

DETAIL ON S-511.

2 CONDENSATION HOOD. REFER TO MECH FOR

INFORMATION. WEIGHT = 150 LB.

3 EXHAUST HOOD. REFER TO MECH FOR INFORMATION.

WEIGHT = 1000 LB.

4 STRUT CHANNEL FOR OPERABLE PARTITION SUPPORT.

REFER TO SPECIAL JOIST LOADING DIAGRAM ON SHEET

S-602.

5 CANOPY, REFER TO ARCH DWGS.

K D

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D D

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_P la ns _V ol 2-

23' - 8" 21' - 10" 34' - 0" 23' - 2" 18' - 8"

1/ 4"

W12X16

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

W12X16

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X16

(POJ)

W12X22

(POJ)

1/ 4"

A S-361

B S-361

'-4 " O

'-1 1"

O C

'-1 1"

O C

'-1 1"

O C

'-1 1"

O C

'-1 1"

O C

4" 3'

'-2 " O

'-1 0"

O C

'-1 0"

O C

'-1 0"

O C

'-7 " O

C S-361

D S-361

MATCHLINE - SEE S-133

C H

E -S

-1

JST BRG EL

= 122'-2 3/4"

1.8k

.0 k

JST BRG EL

= 120'-9 3/4"

W12X22

(POJ)

'-4 " O

'-7 " O

'-4 " O

'-7 " O

W12X22

(POJ)

'-4 " O

18K3

34' - 0"

12' - 2"

TYP1

1.8k

12K1

3.0k

'-2 " O

A S-363

C S-362

A S-361

C S-363

B S-363

C S-363

B S-363

A S-364

B S-364

SLOPE

TYP 1

1.8k

1.8k9.

3.0k

14K3

INDICATES SPAN DIRECTION OF 1 1/2" METAL ROOF DECK.

SEE GENERAL NOTES FOR ATTACHMENT REQUIREMENTS.

LEGEND

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

T N

O . 8

, P 2#

S U

R O

O F

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-132

D . H

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

PARTIAL ROOF FRAMING PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 TOP OF STEEL ELEVATION IS REFERENCED FROM

FINISHED FLOOR ELEVATION 100'-0".

3 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

4 REACTIONS SHOWN ARE FACTORED VERTICAL GRAVITY

LOADS. THESE REACTIONS DO NOT INCLUDE EFFECTS

FROM WIND.

SHEET KEYNOTES

1 KNEE BRACE BETWEEN JOIST BOTTOM CHORD AND BEAM

BOTTOM FLANGE. SEE TYPICAL JOIST KNEE BRACE

DETAIL ON S-511.

2 CANOPY, REFER TO ARCH DWGS.

3 ROOF HATCH OPENING. SEE TYPICAL ROOF

PENETRATION DETAIL ON SHEET S-511 FOR FRAMING

INFORMATION AND SHEET A-570 FOR ROOF HATCH

INFORMATION.

4 VAULT ROOF SLAB BELOW. REFER TO ENLARGED VAULT

ROOF SLAB FRAMING PLAN ON SHEET S-411.

K D

N D

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D D

2Q R

_P la ns _V ol 2-

W12X16

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

22' - 6" 23' - 8" 21' - 10" 34' - 0" 23' - 2" 18' - 8" 5' - 4" 21' - 2"

-1

W16X26

(POJ)

1/ 4"

-1

W12X22

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

1/ 4"

W12X26

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

W12X22

(POJ)

1/ 4"

W12X26

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

W12X22

(POJ)

1/ 4"

W12X26

(POJ)

W12X22

(POJ)

W14X30

(POJ)

W12X22

(POJ)

W12X22

(POJ)

1/ 4"

A S-361

B S-361

'-1 0"

O C

'-6 " O

'-4 " O

'-1 0"

O C

'-6 " O

'-4 " O

'-1 0"

O C

'-6 " O

'-4 " O

'-1 0"

O C

'-6 " O

'-4 " O

'-1 0"

O C

'-4 " O

'-6 " O

4" 4'

'-1 0"

O C

C S-361

D S-361

MATCHLINE - SEE S-132

C H

E -S

-1

JST BRG EL

= 122'-2 3/4"

JST BRG EL

= 120'-9 3/4"

170' - 4"

'-4 " O

'-6 " O

'-1 0"

O C

3.5

3.7k

2.9k

2.8k

3.2k

3.0k

.0 k

W12X22

(POJ)

'-4 " O

'-6 " O

18K3

MATCHLINE - SEE S-131

18K3

16K3

3.2k 20K3

A S-363

C S-362

B S-364

D S-363

A S-364

SLOPE

3.0k

2.8k

INDICATES SPAN DIRECTION OF 1 1/2" METAL ROOF DECK.

SEE GENERAL NOTES FOR ATTACHMENT REQUIREMENTS.

LEGEND

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

KEYPLAN

T N

O . 8

, P 2#

S U

R O

O F

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-133

D . H

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

PARTIAL ROOF FRAMING PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 TOP OF STEEL ELEVATION IS REFERENCED FROM

FINISHED FLOOR ELEVATION 100'-0".

3 ALL DIMENSIONS ARE TO INSIDE FACE OF PRECAST.

4 REACTIONS SHOWN ARE FACTORED VERTICAL GRAVITY

LOADS. THESE REACTIONS DO NOT INCLUDE EFFECTS

FROM WIND.

SHEET KEYNOTES

1 CANOPY, REFER TO ARCH DWGS.

K D

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_P la ns _V ol 2-

4 5 6

1/ 2"

23' - 2" 18' - 8"

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

X1 /4

A S-366

X1 /4

'-9

/2 " O

X1 /4

'-0 " O

X1 /4

'-4 " O

X1 /4

'-4 " O

X1 /4

'-0 " O

X1 /4

'-9

/2 " O

X1 /4

A S-364

B S-364

B S-366

C S-366

'-0 " O

X1 /4

'-0 " O

X1 /4

HSS12X4X1/4

SLOPED

HSS12X4X1/4

SLOPED

D S-366

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

T N

O . 8

, P 2#

S U

U P

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-141

D . H

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

BID OPTION - SOLAR PANEL SUPPORT FRAMING PLAN

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL NOTES.

2 TOP OF STEEL ELEVATION IS REFERENCED FROM

FINISHED FLOOR ELEVATION 100'-0".

3 ALL STEEL FOR SOLAR PANEL SUPPORT FRAMING SHALL

BE HOT-DIPPED GALVANIZED.

K D

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D D

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_P la ns _V ol 2-

S-212

S-211

S-213

S-212

1 2

5 6 8

23' - 8" 21' - 10" 34' - 0" 23' - 2" 24' - 0"

9 10

21' - 10" 34' - 0" 23' - 2" 18' - 8" 26' - 10" 22' - 10" 26' - 4"

S-211

S-213

S-212

GRAPHIC SCALE: = 1'-0"

16' 08' 32' 48'16'

1/16"GRAPHIC SCALE: = 1'-0"

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

T N

O . 8

, P 2#

S U

C O

N C

E W

O N

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-200

D . H

SCALE: 1/16" = 1'-0"

PRECAST CONCRETE WALL ELEVATIONS KEY PLAN

K D

N D

D D

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2Q R

_P la ns _V ol 2-

LEVEL 1

100' - 0"

1234568 7

T.O. PRECAST

127' - 1"

172' - 0"

SEISMIC = 77 KIPS

WIND = 76 KIPS

LEVEL 1

100' - 0"

E F G H J

T.O. PRECAST

127' - 1"

SEISMIC = 164 KIPS

WIND = 113 KIPS

119' - 10"

LEVEL 1

100' - 0"

T.O. PRECAST

127' - 1"

77' - 10"

SEISMIC = 135 KIPS

WIND = 106 KIPS

UNFACTORED IN-PLANE SHEAR LOADS ACTING LATERALLY

IN EACH DIRECTION ALONG ROOF LINE. PRECAST

MANUFACTURER SHALL DISTRIBUTE LOADS TO

ASSOCIATED PIERS FOR PURPOSES OF DESIGN OF

PRECAST PANELS, AND TO DETERMINE QUANTITY AND

LOCATIONS OF CONNECTIONS OF PRECAST PANELS TO

SUPERSTRUCTURE AND FOUNDATION.

LEGEND

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

T N

O . 8

, P 2#

S U

C O

N C

R E

N S

U .S

. A R

M Y

C H

, P U

C . G

D . D

O C

7, LO

U I S

E, K

S-211

D . H

SCALE: 1/8" = 1'-0"S-200

ELEVATION1

SCALE: 1/8" = 1'-0"S-111

ELEVATION2

SCALE: 1/8" = 1'-0"S-113

ELEVATION3

GENERAL SHEET NOTES

1 PANEL SIZES SHOWN ARE CONCEPTUAL. ACTUAL SIZES

ARE THE RESPONSIBILITY OF THE PRECAST

MANUFACTURER.

K D

N D

10/27/2023

D D

2Q R

_P la ns _V ol 2-

8 9 10

T.O. PRECAST

127' - 1"

94' - 0"

SEISMIC = 53 KIPS

WIND = 56 KIPS

LEVEL 1

100' - 0"

T.O. PRECAST

127' - 1"

6' - 9"

SEISMIC = 4 KIPS

WIND = 2 KIPS

LEVEL 1

100' - 0"

A B C D

T.O. PRECAST

127' - 1"

111' - 0"

SEISMIC = 56 KIPS

WIND = 42 KIPS

LEVEL 1

100' - 0"

2 3 4 5 6

T.O. PRECAST

127' - 1"

121' - 10"

SEISMIC = 53 KIPS

WIND = 31 KIPS

UNFACTORED IN-PLANE SHEAR LOADS ACTING LATERALLY

IN EACH DIRECTION ALONG ROOF LINE. PRECAST

MANUFACTURER SHALL DISTRIBUTE LOADS TO

ASSOCIATED PIERS FOR PURPOSES OF DESIGN OF

PRECAST PANELS, AND TO DETERMINE QUANTITY AND

LOCATIONS OF CONNECTIONS OF PRECAST PANELS TO

SUPERSTRUCTURE AND FOUNDATION.

LEGEND

04'8' 16' 24'8'

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

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

US Army Corps of Engineers ®

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

SHEET ID

T N

O . 8

, P 2#

S U

C O

N C

R E

N S

U .S

. A R

M Y

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 22, 2023.