Attachment 2 Drawings_0005.pdf

PDF 23 MB Posted May 19, 2021

Attached to: JUPITER LIGHTHOUSE RESTROOM RENOVATION Federal contract opportunity
Solicitation number: 140L0621R0010
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity for renovation work. The solicitation number is 140L0621R0010 for the Jupiter Lighthouse Restroom Renovation project with the Department of the Interior Bureau of Land Management National Office listed as the agency. The opportunity type is a solicitation for renovation of the restrooms at the Jupiter Lighthouse site. Attachment 2 to the solicitation contains technical drawings related to the project scope. No other salient details are provided such as response due dates, award timing, or pricing terms.

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Other files for this federal contract opportunity

Other files attached to JUPITER LIGHTHOUSE RESTROOM RENOVATION, newest first.
File	Type	Posted
Sol_140L0621R0010_Amd_0007.pdf	PDF	May 26, 2021
Attachment_2_Drawings_0007.pdf	PDF	May 26, 2021
Sol_140L0621R0010_Amd_0006.pdf	PDF	May 24, 2021
Sol_140L0621R0010_Amd_0005.pdf	PDF	May 19, 2021
Sol_140L0621R0010_Amd_0004.pdf	PDF	May 17, 2021
Attachment 8 Jupiter Asbestos Report_0003.pdf	PDF	May 7, 2021
Attachment 9 Site Visit Sign in Sheet_0003.pdf	PDF	May 7, 2021
Attachment 7 Contractor QAs_0003.pdf	PDF	May 7, 2021
Sol_140L0621R0010_Amd_0003.pdf	PDF	May 7, 2021
Attachment 8 Jupiter Asbestos report_0002.pdf	PDF	May 5, 2021
Attachment 7 Contractor QAs_0002.pdf	PDF	May 5, 2021
Attachment 9 Site Visit Sign in Sheet_0002.pdf	PDF	May 5, 2021
Sol_140L0621R0010_Amd_0002.pdf	PDF	May 5, 2021
Attachment 6 Revised SF1442 Continutation Pages 4-40_0001.pdf	PDF	Apr 21, 2021
Attachment 1 Specifications_0001.pdf	PDF	Apr 21, 2021
Sol_140L0621R0010_Amd_0001.pdf	PDF	Apr 21, 2021
Sol_140L0621R0010.pdf	PDF	Apr 16, 2021
Attachment 5 Pricing Worksheet.xlsx	XLSX spreadsheet	Apr 16, 2021
Attachment 4 DOL Wage Determination.pdf	PDF	Apr 16, 2021
Attachment 3 Asbestos and Lead based Paint Summary Report.pdf	PDF	Apr 16, 2021
Attachment 2 Drawings.pdf	PDF	Apr 16, 2021
Attachment 1 Specifications.pdf	PDF	Apr 16, 2021

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S E

H P ro je c t

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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Jupiter Inlet Lighthouse ONA Unit 1 - Public Restroom Remodel

600 STATE ROAD 707, UNIT B

JUPITER, FLORIDA 33469

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

FINAL CONSTRUCTION DOCUMENTS

AREA REFERENCE MAP LOCATION MAP DRAWING INDEX

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

PLUMBING

A112 REFLECTED CEILING PLAN - LEVEL 1

A 113 ROOF PLAN

A 201 EXTERIOR ELEVATIONS

A 301 BUILDING SECTIONS

A 421 ENLARGED WOMENS RESTROOM PLAN AND ELEVATIONS

A 422 ENLARGED MENS RESTROOM PLAN AND ELEVATIONS

A 511 DETAILS

A 601 SCHEDULES/DETAILS

A 602 COLOR BOARD

A001 GENERAL INFORMATION / ABBREVIATIONS AND LEGENDS

A002 CODE INFORMATION

A003 ADA DETAILS

A004 ADA DETAILS

A011 PARTITION TYPES AND CONSTRUCTION ASSEMBLIES

A051 ARCHITECTURAL SITE PLAN

A071 DEMOLITION PLAN

A072 DEMOLITION RCP

A111 FLOOR PLAN - LEVEL 1

G 000 COVER SHEET

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S100 FOUNDATION/FRAMING PLAN

S501 FRAMING DETAILS

M001 MECHANICAL ABBREVIATIONS AND SYMBOLS

M002 MECHANICAL CODE COMPLIANCE

M003 MECHANICAL CODE COMPLIANCE

M111 HVAC PLAN

M501 HVAC DETAILS

M601 HVAC SCHEDULES

P111 PLUMBING PLANS - DOMESTIC

P112 PLUMBING PLANS - SANITARY

P201 PLUMBING ISOMETRICS

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

E000 ELECTRICAL TITLE SHEET

E002 ELECTRICAL COMPLIANCE

E111 ELECTRICAL POWER AND SYSTEMS PLAN

E211 ELECTRICAL LIGHTING PLAN

E501 ELECTRICAL DETAILS AND ONE LINE DIAGRAM

E601 ELECTRICAL SCHEDULES

CIVIL

GENERAL

C 101 DEMOLITION PLAN

C 102 SITE PLAN

C 103 GRADING PLAN

C 104 DETAILS

PROJECT

LOCATIONPROJECT

LOCATION

SHORT ELLIOTT HENDRICKSON

R ev is io n Is su e

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EXISTING DOCK

EXISTING WOODEN FENCE

EXISTING CHAIN LINK FENCE

27.1'

56.6'

4.0'

EXISTING CONCRETE

SIDEWALK TO REMAIN

EXISTING BRICK

WALKWAY TO REMAIN

REMOVE EXISTING STAIRS

REMOVE ROADWAY MATERIAL

REMOVE CONCRETE PAD

ASPHALT ROADWAY TO BE

REMOVED BY OTHERS AND

REPLACED WITH LIME

ROCK/COQUINA SURFACING

PRIOR TO THIS PROJECT

DRIVEWAY TO BE

REMOVED BY OTHERS

TRIM TREE ( SEE NOTE 1)

REMOVE BUSHES

RESET BRICK WALKWAY

REMOVE CONCRETE

PATIO

REMOVE CONCRETE

PATIO TO NEAREST

JOINT

REMOVE WOOD SCREEN FENCE

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DEMOLITION PLAN

NOTES:

1. TREE NOT SURVEYED AND EXACT LOCATION NOT

MEASURED. TRIM BRANCHES TO ALLOW 7'

VERTICAL CLEARANCE AT EDGE OF SIDEWALK. IF

TRUNK CONFLICTS WITH SIDEWALK, TREE TO BE

REMOVED TO 2' BELOW EXISTING GRADE.

EXISTING DOCK

CONCRETE SIDEWALK

EXISTING WOODEN FENCE

EXISTING CHAIN LINK FENCE

27.1'

56.6'

4.0'

STAIRS w/ HANDRAILS

(SEE ARCHITECTURAL PLANS)

7.0' x 2.0' ROADWAY

RESTORATION PATCH

EXISTING CONCRETE

SIDEWALK TO REMAIN

SANITARY SEWER SERVICE BY

OTHERS

APPROXIMATE LOCATION OF

WATER MAIN BY OTHERS.

WATER SERVICE

BY OTHERS

ACCESSIBLE RAMP W/

HANDRAILS

(SEE ARCH PLANS)

10.0'

5.0'

13.0'

5.0'

6.0'

5.5'

10.0'

5.5'

9.9'

29.6'

8.1'

EXISTING BRICK

WALKWAY TO REMAIN

RESET BRICK WALKWAY

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C102

SITE PLAN

EXISTING BUILDING

FINISHED FLOOR ELEVATION = 24.00

EXISTING GARAGE

3- 6.5" STAIRS W/ HANDRAILS

(SEE ARCHITECTURAL PLANS)

EXISTING CONCRETE

SIDEWALK TO REMAIN

1.50%

1.50% 1.50%

23.85

23.93

23.10±

MATCH EX.

23.02±

MATCH EX.

23.93

23.12

23.85

1.50%

23.93

23.85

23.04

EXISTING BRICK

WALKWAY TO REMAIN

ACCESSIBLE RAMP W/ HANDRAILS

(SEE ARCH PLANS)

24.00

23.93

23.61

1.50%

24.00

23.92

22.30

24.00

23.92

22.30

22.27±

MATCH EX.

22.31±

MATCH EX.

23.51 23.85

23.51 24.00

23.90

24.00

23.59±

MATCH EX.

23.56±

MATCH EX.

23.95±

MATCH EX.

23.90±

MATCH EX.

0.00%

3.14% 0.27%

4.50%

23.87

0.27%

4.50%

11.00

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C103

GRADING PLAN

SIDEWALK EXPANSION JOINT AT BUILDINGS

NTS

BUILDING

0.5" DEPTH SEALED JOINT

0.75" PREFORMED EXPANSION JOINT MATERIAL

JAN, 2020

RRD-1

LOXAHATCHEE RIVER DISTRICT

ROADWAY RESTORATION DETAIL

N.T.S.

REVISION:

NOTES:

A. BASE: 8" LIME ROCK OR CEMENTED COQUINA, COMPACT TO 98% OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T-180.

B. SUBGRADE: 12" OF GRANULAR MATERIAL, COMPACTED TO LBR 4 OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T-180. EXTEND 6" BEYOND LIMITS OF LIME ROCK.

12" WIDE STRIP BAHIA SOD

INSTALLED AT EDGE OF BASE

MIN. 8"

MIN. 12"

WIDTH VARIES

SECTION

ROADWAY RESTORATION DETAIL

SEE PLAN

NOTE:

CONCRETE SIDEWALK

TO BE COLORED.

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C104

DETAILS

H P ro je c t

C h e ck ed B y

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P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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GENERAL STRUCTURAL NOTES

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GENERAL STRUCTURAL NOTES

1. THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN

CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE

TWO SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT FOR

RESOLUTION. IN THESE NOTES AND THE SPECIFICATIONS, THE WORD “SHALL”

MEANS “HAS A DUTY TO.”

2. THESE DRAWINGS ARE FOR JUPITER OUTSTANDING NATURAL AREA UNIT 1

REMODEL AND NO OTHER USE IS AUTHORIZED.

GOVERNING BUILDING CODE:

1. 2017 FLORIDA BUILDING CODE (FLBC)

2. 2017 FLORIDA BUILDING CODE - EXISTING BUILDING (FLEBC)

3. 2015 INTERNATIONAL BUILDING CODE (IBC)

DESIGN CODES AND STANDARDS:

1. ACI MANUAL OF CONCRETE PRACTICE

2. ACI 318-14, 301-10 BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR

STRUCTURAL CONCRETE

3. ASCE MINIMUM LOADS FOR BUILDINGS AND OTHER STRUCTURES 7-10

4. AWC NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018

5. THE MASONRY SOCIETY (TMS) - BUILDING CODE REQUIREMENTS AND

SPECIFICATIONS FOR MASONRY STRUCTURES TMS 402-16

DESIGN LOADS PER ASCE 7-10

RISK CATEGORY II

1. LIVE LOAD:

FLOOR SLABS 40 PSF UNO

ROOF 20 PSF (REDUCIBLE)

2. DEAD LOAD:

SUPERIMPOSED ROOF LOAD 10 PSF

3. SNOW LOADS:

GROUND SNOW LOAD 0 PSF

IMPORTANCE FACTOR 1.00

SLOPED ROOF SNOW LOAD 0 PSF

SNOW EXPOSURE FACTOR 1.0

THERMAL FACTOR 1.0

4. WIND LOADS:

WIND SPEED (3 SEC GUST) 168 MPH

WIND EXPOSURE C

MEAN ROOF HEIGHT 12 FEET

KD 0.85

KZT 1.0

G 0.85 (RIGID BUILDING)

STRUCTURE IS: ENCLOSED

INTERNAL PRESS COEF +/-0.18

MANUFACTURERS OF ITEMS TO BE INSTALLED OUTDOORS (TANKS, ANTENNAE,

ETC.) SHALL PROVIDE WIND LOADING CALCULATIONS SIGNED AND SEALED BY AN

ENGINEER LICENSED IN THE STATE OF THE PROJECT.

SEE WOOD TRUSS SECTIONS OF THESE NOTES FOR SPECIFIC UPLIFT

REQUIREMENTS.

5. SEISMIC LOADS:

SITE CLASS (ASSUMED) D

MAPPED SPECTRAL RESPONSE ACCELERATION, 0.2 SEC, SS 0.05 G

MAPPED SPECTRAL RESPONSE ACCELERATION, 1.0 SEC, S1 0.026 G

SITE AMPLIFICATION FACTOR, 0.2 SEC, FA 1.6

SITE AMPLIFICATION FACTOR, 1.0 SEC, FV 2.4

DESIGN SPECTRAL RESPONSE, 0.2 SEC, SDS 0.053 G

DESIGN SPECTRAL RESPONSE, 1.0 SEC, SD1 0.041 G

SEISMIC IMPORTANCE FACTOR, IE 1.0

SEISMIC DESIGN CATEGORY A

6. SOIL CRITERIA:

ALLOWABLE SOIL BEARING PRESSURE (ASSUMED) 2,000 PSF

FROST DEPTH 0 INCHES

ANTICIPATED MAX DIFFERENTIAL SETTLEMENT (ASSUMED) 1/2 INCH

ANTICIPATED MAX TOTAL SETTLEMENT (ASSUMED) 1 INCH

DESIGN / CONSTRUCTION CRITERIA

1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE

CONSTRUCTION AND NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES,

INCONSISTENCIES, OR DIFFICULTIES AFFECTING THE WORK BEFORE

PROCEEDING.

2. ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH

TYPICAL COMPETENT CONSTRUCTION PRACTICES, CURRENT MANUFACTURER’S

RECOMMENDATIONS, AND ALL APPLICABLE CODES AND GOVERNMENT

REGULATIONS.

3. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC

CHAPTER 17. INSPECTIONS ARE REQUIRED AS SCHEDULED HEREIN.

CONTRACTOR SHALL COORDINATE WITH GOVERNMENT AS REQUIRED

THROUGHOUT THE PROJECT.

4. THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND

LOCATION OF ALL OPENINGS, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR

NOT, AS CALLED FOR ON PROCESS, ARCHITECTURAL, MECHANICAL, ELECTRICAL

OR OTHER DRAWINGS. ALL CONFLICTS, INCONSISTENCIES, OR OTHER

DIFFICULTIES AFFECTING STRUCTURAL WORK SHALL BE CALLED TO THE

GOVERNMENT'S ATTENTION FOR DIRECTION BEFORE PROCEEDING.

5. EQUIPMENT AND STRUCTURAL ANCHOR ROD SIZES, TYPES, EMBEDMENT, AND

PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER OR FABRICATOR. ALL

ANCHOR PATTERNS SHALL BE TEMPLATED TO ENSURE ACCURACY OF

PLACEMENT.

6. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING,

SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO

HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.

DESIGN/CONSTRUCTION CRITERIA

7. JOB SITE SAFETY (INCLUDING EXCAVATIONS) IS THE SOLE RESPONSIBILITY OF

THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS.

8. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES OR PRACTICES. WHERE DRAWINGS AND DETAILS IMPLY THIS, THEY

ARE PROVIDED TO SHOW FINAL CONSTRUCTION. IF CONTRACTOR DESIRES TO

USE DIFFERENT MEANS AND METHODS THAN IMPLIED BY THESE DRAWINGS,

SUBMIT SIMILAR DETAILS FOR REVIEW.

9. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE

DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL

DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE

DRAWING SET. STANDARD DETAILS APPLY WHETHER OR NOT THEY ARE CUT ON

THE DRAWINGS.

10. ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SHALL BE

DESIGNED AND INSTALLED TO RESIST THE CONTROLLING CONDITION OF

OPERATIONAL FORCES OR SEISMIC FORCES IN ACCORDANCE WITH IBC AND

THESE NOTES. COMPONENT SEISMIC ATTACHMENTS SHALL BE BOLTED, WELDED,

OR OTHERWISE POSITIVELY FASTENED WITHOUT CONSIDERATION OF FRICTIONAL

RESISTANCE DUE TO GRAVITY. A CONTINUOUS LOAD PATH OF SUFFICIENT

STRENGTH AND STIFFNESS SHALL BE PROVIDED BETWEEN THE COMPONENT AND

SUPPORTING STRUCTURE. CONNECTIONS FOR BOTH ORTHOGONAL HORIZONTAL

DIRECTIONS SHALL BE SHALL BE DESIGNED AND SEALED BY THE CONTRACTOR’S

ENGINEER, CURRENTLY LICENSED IN THE STATE OF FLORIDA. COMPONENT

REACTION FORCES SHALL BE SUBMITTED TO THE GOVERNMENT FOR

CONFIRMATION THAT SUPPORTING STRUCTURE CAN WITHSTAND REACTION

FORCES.

11. THERE IS NO PROVISION FOR FUTURE VERTICAL OR HORIZONTAL EXPANSION IN

THE DESIGN.

FOUNDATIONS

1. CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE

SITE. NOTIFY GOVERNMENT AND FLORIDA 811 PRIOR TO DISTURBING ANY GRADE

OR EXCAVATION.

2. STRUCTURAL FOUNDATIONS CONSIST OF WALL AND SPREAD FOOTINGS

ESTABLISHED ON MATERIAL CAPABLE OF SAFELY SUPPORTING 2,000 PSF. A

LICENSED GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING

CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS

AS REQUIRED.

3. FOUNDATION WALLS SHALL BE ADEQUATELY BRACED DURING BACKFILLING AND

COMPACTION TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE. BRACING

SHALL REMAIN IN PLACE UNTIL PERMANENT BRACING IS IN PLACE AND UNTIL

CONCRETE ACHIEVES SUFFICIENT STRENGTH TO RESIST IMPOSED LOADS.

4. WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATION WALLS AND PIERS,

PLACE BACKFILL AT EQUAL RATES ON BOTH SIDES TO PREVENT OVERTURNING

OR STRUCTURAL DAMAGE.

5. CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER

SURFACE WATER OR SEEPAGE.

6. MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE

ALLOWED TO CHANGE AFTER FOOTING EXCAVATIONS AND AFTER GRADING FOR

SLABS ON GRADE ARE COMPLETED. IF SUBGRADE MATERIALS BECOME

DESICCATED OR SOFTENED BY WATER OR OTHER CONDITIONS, REMOVE AND

REPLACE WITH ENGINEERED FILL AS RECOMMENDED BY THE GEOTECHNICAL

ENGINEER. DO NOT PLACE CONCRETE ON FROZEN GROUND, NOR ALLOW

GROUND BENEATH FOUNDATIONS TO FREEZE. ALL FOUNDATION WORK SHALL BE

PLACED ON SUBSTRATE APPROVED AND TESTED BY THE CONTRACTOR.

7. DO NOT PLACE BACKFILL ON FROZEN SUBGRADE. DO NOT PLACE FROZEN

BACKFILL.

8. GRADING: WHERE NOT SPECIFICALLY SHOWN ON THE PLANS, IT IS INTENDED

THAT ALL EXCAVATED AND BACKFILLED AREAS SHALL BE GRADED TO SLOPE

AWAY FROM BUILDINGS AND OTHER STRUCTURES.

CONCRETE

1. AN INDEPENDENT TESTING AGENCY SHALL CAST 4 SIX INCH TEST CYLINDERS OR

AN EQUIVALENT NUMBER OF FOUR INCH CYLINDERS FOR EACH 100 CUBIC YARDS

OF EACH CONCRETE MIX PLACED OR FOR EACH DAY'S OPERATION, WHICHEVER IS

THE LESSER AMOUNT. THE TESTING AGENCY SHALL CAST, CURE, AND TEST THE

SPECIMENS IN ACCORDANCE WITH ASTM C31 AND ASTM C39. AIR, TEMPERATURE,

AND SLUMP SHALL BE TESTED AT MINIMUM FOR THE FIRST TRUCK AND EVERY

FIFTH TRUCK THEREAFTER (1ST, 6TH, 11TH, ETC.) OR WHEN A CHANGE IN

PROPERTIES IS NOTICED, AT THE FINAL LOCATION (TEST AFTER PUMP, NOT AT

TRUCK).

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF FORM WORK TO

COMPLY WITH THE DIMENSIONS INDICATED ON THE PLANS, MAINTAINING PROPER

ALIGNMENT DURING CONCRETE POURING OPERATIONS. SPECIAL CARE SHALL BE

TAKEN WITH FORMWORK FOR SELF-CONSOLIDATING CONCRETE.

3. ALL CONCRETE EXCEPT AS NOTED SHALL MEET THE FOLLOWING REQUIREMENTS:

• COMPRESSIVE STRENGTH F’C = 4,000 PSI MIN AT 28 DAYS

• WATER / (CEMENT + POZZOLAN) RATIO 0.45 MAX

4. CONCRETE EXPOSED TO FROST (INCLUDING FOUNDATION WALLS) SHALL BE AIR

ENTRAINED 6% +/- 1%.

5. SLUMP SHALL BE 4 INCHES +/- 1 INCH WITHOUT WATER REDUCING ADMIXTURES.

WITH WATER REDUCING ADMIXTURES, CONCRETE MIX DESIGN SHALL STATE

DESIGN SLUMP AND FIELD TESTS SHALL BE +/- 1 INCH.

CONCRETE

6. MIX DESIGNS SHALL TAKE ACCOUNT OF HEAT OF HYDRATION IN MASS CONCRETE

(OVER 30 INCHES THICK).

7. WATER-REDUCING ADMIXTURES CONFORMING TO ASTM C494 ADDED TO THE MIX

AT MANUFACTURER'S DOSAGE RATES MAY BE USED FOR IMPROVED

WORKABILITY.

8. DO NOT ADD WATER TO CONCRETE AT THE JOBSITE WITHOUT WRITTEN

APPROVAL OF THE GOVERNMENT, AND IN NO CASE IN EXCESS OF THE WATER IN

THE APPROVED MIX DESIGN.

9. NO CHLORIDE CONTAINING ADMIXTURES ARE ALLOWED.

10. ALL CONCRETE IS NORMAL WEIGHT UNLESS SPECIFICALLY NOTED OTHERWISE.

11. CEMENT SHALL BE PORTLAND CEMENT TYPE 1 CONFORMING TO ASTM C150. UP

TO 30% CEMENT CAN BE REPLACED WITH FLYASH AND UP TO 50% WITH GGBFS

(50% COMBINED MAX.). AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL

CONFORM TO ASTM C33. WATER IS TO BE POTABLE OR DEMONSTRATED TO HAVE

NO HARMFUL EFFECTS ON CONCRETE. FLY ASH SHALL BE DEMONSTRATED BY

TEST TO CONTAIN MINIMUM 18 PERCENT CAO EXCEPT AS NOTED. WHEN FLY ASH

IS USED IN CONCRETE TO BE AIR ENTRAINED, AIR ENTRAINING SHALL BE

ADJUSTED AS REQUIRED FOR LOI PER RECENT EXPERIENCE OF READY MIX

SUPPLIER.

12. CONCRETE WALLS IN NON-LIQUID-HOLDING STRUCTURES SHALL HAVE

CONSTRUCTION OR CONTRACTION JOINTS AT A MAXIMUM SPACING OF 60 FEET; IN

LIQUID-HOLDING STRUCTURES, WATERSTOPPED CONSTRUCTION JOINTS AT A

MAXIMUM SPACING OF 30 FEET. AT LEAST 72 HOURS SHALL PASS BETWEEN

ADJACENT WALL POURS IN LIQUID-HOLDING STRUCTURES.

13. MEASURED FROM THE TIME WATER AND CEMENT ARE BATCHED TOGETHER, NO

MORE THAN 90 MINUTES SHALL ELAPSE UNTIL CONCRETE IS PLACED. THIS TIME

SHALL BE REDUCED BY TWO MINUTES FOR EVERY DEGREE THAT CONCRETE

TEMPERATURE EXCEEDS 75 DEGREES FAHRENHEIT.

14. PROTECT CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306 FOR HOT

WEATHER CONCRETING AND COLD WEATHER CONCRETING RESPECTIVELY. IN

COLD WEATHER, HEAT IS REQUIRED IF OUTSIDE TEMPERATURE FALLS BELOW 30

DEGREES ANY TIME DURING FIRST THREE DAYS. REINFORCING SHALL BE 40

DEGREES OR WARMER AT TIME OF CONCRETE PLACEMENT. CONCRETE

TEMPERATURE SHALL BE RECORDED EVERY MORNING AND SHALL BE KEPT

ABOVE 40 DEGREES IN ALL LOCATIONS FOR 7 DAYS. CONCRETE SHALL NOT BE

EXPOSED TO COMBUSTION PRODUCTS (USE ELECTRIC HEAT, DUCTED HEATER OR

GROUND THAW). KEEP PROTECTION IN PLACE MINIMUM 24 HOURS AFTER

CESSATION OF HEATING TO PROVIDE GRADUAL COOL-DOWN.

15. CONCRETE BEING PLACED SHALL BE PROTECTED FROM RAIN. IF RAIN FALLS ON

CONCRETE BEFORE IT HAS SET, OR WITHIN 3 HOURS OF PLACEMENT IN ANY

EVENT, CONTRACTOR SHALL BEAR COST OF TESTING TO PROVE CONCRETE IS

UNAFFECTED, AND SHALL REMOVE AND REPLACE AFFECTED CONCRETE TO THE

SATISFACTION OF THE GOVERNMENT.

16. WET CURE (POLY AND BURLAP OR PROPRIETARY BLANKETS KEPT MOIST DAILY)

FOR A MINIMUM OF 7 DAYS; FOOTINGS MAY BE BURIED AFTER 24 HOURS. ADD ONE

DAY OF CURE FOR FLYASH IN EXCESS OF 15 PERCENT OR GGBFS IN EXCESS OF

10 PERCENT OF CEMENTITIOUS. CONTRACTOR IS RESPONSIBLE FOR STAINING

CAUSED BY BURLAP IN VISIBLE AREAS. SPRAY-ON CURING COMPOUNDS SHALL

NOT BE USED AS A SUBSTITUTE FOR WET CURING WITHOUT WRITTEN

PERMISSION OF THE GOVERNMENT EXCEPT AS FOLLOWS. SPRAY-ON CURING

COMPOUNDS MAY BE SUBSTITUTED FOR WET CURING IN AREAS THAT ARE NOT

VISIBLE IN THE FINAL CONDITION. LIQUID-CONTAINING STRUCTURES MUST USE A

WET CURE. WHEN SPRAY-ON CURING COMPOUNDS ARE USED, THEY SHOULD BE

APPLIED IN THREE LAYERS PERPENDICULAR TO EACH OTHER AND ACCORDING TO

MANUFACTURER’S INSTRUCTIONS.

17. CEMENTITIOUS GROUT SHALL BE NON-SHRINK AND NON-METALLIC GROUT. PLACE

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS AND TRIM NEATLY

WHERE VISIBLE.

18. COORDINATE WITH OTHER TRADES FOR SLEEVES, CONDUIT, ELECTRICAL

GROUNDING WIRES, INSERTS, UNDERGROUND UTILITIES, AND OTHER ITEMS TO BE

EMBEDDED INTO CONCRETE AND VERIFY THAT THEY ARE PROPERLY INSTALLED

AND SUPPORTED BEFORE CASTING CONCRETE. HOLES THROUGH SLAB OR WALL

SHALL LEAVE MINIMUM 1 INCH CLEAR TO REINFORCING; SHIFT REINFORCING AS

REQUIRED. PLACEMENT OF SUCH ITEMS SHALL BE COORDINATED WITH

REINFORCING PLACEMENT WHERE THEY WOULD OTHERWISE DISPLACE EACH

OTHER. FOR INSTANCE, IN AREAS WITH A SINGLE MAT OF REINFORCING, EAST-

WEST CONDUIT SHOULD BE PLACED WITH EAST-WEST REINFORCING AND NORTH-

SOUTH CONDUIT IS PLACED WITH NORTH-SOUTH REINFORCING.

19. EMBEDMENTS SHALL NOT SIGNIFICANTLY IMPAIR THE STRENGTH OF THE

STRUCTURE AND SHALL NOT REDUCE FIRE PROTECTION. IN NO CASE SHALL

EMBEDMENTS VIOLATE THE REQUIRED CONCRETE COVER. CONDUIT AND PIPES,

WITH THEIR FITTINGS, EMBEDDED IN CONCRETE SHALL NOT BE LARGER IN

OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF SLAB, WALL, OR BEAM

IN WHICH THEY ARE EMBEDDED AND SHALL NOT BE SPACED CLOSER THAN THREE

DIAMETERS ON CENTER.

20. NO UNCOATED ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. ALL

ALUMINUM SURFACES IN DIRECT CONTACT WITH CONCRETE SHALL RECEIVE ONE

8-12 MIL DRY FILM THICKNESS BITUMASTIC.

21. UNLESS SHOWN ON DRAWINGS, CONCRETE SHALL BE PLACED WITHOUT

CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON SHOP

DRAWINGS APPROVED BY THE GOVERNMENT. THE CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS SHOWING ADDITIONAL OR ALTERNATE CONSTRUCTION JOINT

LOCATIONS TO THE GOVERNMENT FOR APPROVAL.

CONCRETE

22. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4"X3/4".

23. VERIFY SIZE AND LOCATION OF ALL EQUIPMENT BASES / HOUSEKEEPING PADS.

24. IF CONCRETE CONTAINS MORE THAN 2 PERCENT ENTRAINED AIR, DELAY START

OF FINISHING TO PRECLUDE WEAKENED AIR-RICH PLANE JUST BELOW SURFACE.

25. WHERE PLACING NEW CONCRETE AGAINST PREVIOUSLY EXISTING CONCRETE,

BUSH-HAMMER EXISTING TO LEAVE A PROFILE OF 1/8 INCH AND BLOW CLEAN

WITH OIL-FREE COMPRESSED AIR OR WATER BLAST. TO THE EXTENT POSSIBLE,

LEAVE A SMOOTH ZONE UNDER HYDROPHILIC WATERSTOP; SEE NEXT SECTION.

THIS ROUGHENING DOES NOT APPLY TO RECENTLY PLACED CONCRETE AT A

KEYED CONSTRUCTION JOINT.

26. UNLESS SPECIFICALLY NOTED OTHERWISE, BUILDING SECTIONS MAY NOT

ILLUSTRATE ALL DOWELS, KEYWAYS, OR WATERSTOPS REQUIRED BY DESIGN. ALL

BASE SLAB OR FOOTING TO WALL JOINTS SHALL HAVE VERTICAL DOWELS

CROSSING THE JOINT. ALL ELEVATED SLABS (INCLUDING BASE SLABS ABOVE THE

LOWEST BASE SLAB ELEVATION) TO TANK OR FOUNDATION WALLS SHALL HAVE

HORIZONTAL DOWELS CROSSING THE JOINT. SLABS ON GRADE MAY EITHER BE

INDEPENDENT (WITH EXPANSION JOINT) OR DOWELED IN; PROVIDE DOWELS

WHERE SLABS ON GRADE ARE SHOWN TO BEAR ON WALLS IN SECTIONS. REFER

TO TYPICAL DETAILS IN THE DRAWINGS FOR DESIGN INTENT.

REINFORCING STEEL

1. ALL CONCRETE IS REINFORCED CONCRETE UNLESS SPECIFICALLY CALLED OUT

AS UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH

SAME STEEL AS IN SIMILAR SECTIONS OR AREAS. ANY DETAILS NOT SHOWN

SHALL BE DETAILED PER ACI 315 AND MEET REQUIREMENTS OF ACI 318, CURRENT

EDITIONS.

2. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615

GRADE 60 STEEL. REINFORCING STEEL SHALL NOT BE WELDED WITHOUT

AUTHORIZATION OF THE GOVERNMENT, AND IF WELDED SHALL BE A706 GRADE 60

STEEL. REINFORCING TO BE WELDED SHALL ONLY BE WELDED TO STRUCTURAL

STEEL, NOT OTHER REINFORCING, UNLESS SPECIFICALLY NOTED ON THE

DRAWINGS. WELDED PLAIN WIRE FABRIC SHALL BE SUPPLIED IN SHEETS, NOT

ROLLS, AND CONFORM TO THE REQUIREMENTS OF ASTM A185.

3. CLEAR MINIMUM COVER OF CONCRETE OVER REINFORCING STEEL SHALL BE AS

FOLLOWS UNLESS SPECIFICALLY NOTED OTHERWISE:

• 3" CONCRETE PLACED AGAINST EARTH

• 3” TOP MAT OF BASE SLABS TO RECEIVE WATERSTOPS AT WALL JOINT

• 2" ALL OTHER CONCRETE

4. ALL REINFORCING SHALL BE TIED TO CROSSING REINFORCING ON AT LEAST

EVERY OTHER BAR, AND SUFFICIENTLY TO RESIST DISPLACEMENT FROM

WORKERS AND PLACEMENT OF CONCRETE.

5. ALL FOOTING DOWELS SHALL BE ACCURATELY POSITIONED AND WIRED IN PLACE

BEFORE CASTING FOOTING CONCRETE. WHERE NOT NOTED, PROVIDE AND

INSTALL DOWELS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT IN

ALL COLUMNS AND WALLS. POSITION ALL ANCHOR BOLTS WITH TEMPLATES.

6. BAR LAP LENGTHS IN CONCRETE AND 90 DEGREE END HOOKS SHALL BE IN

ACCORDANCE WITH THE TABLE IN THE SCHEDULE UNLESS NOTED OTHERWISE.

THIS TABLE LISTS CLASS ‘B’ LAPS. FOR EPOXY COATED REINFORCING STEEL,

INCREASE LAP LENGTH BY 50% WITH C-C BAR SPACING < 6DB AND COVER TO

CENTER OF BAR <3DB, OTHERWISE INCREASE BY 20%. FOR MASONRY

REINFORCING, USE “WALL TOP BAR” VALUES.

7. BARS MARKED CONTINUOUS, CORNER BARS, AND ALL VERTICAL STEEL SHALL BE

LAPPED IN ACCORDANCE WITH TABLE ABOVE AT SPLICES AND EMBEDMENTS,

UNLESS SHOWN OTHERWISE. SPLICE TOP BARS NEAR MIDSPAN AND SPLICE

BOTTOM BARS OVER SUPPORTS, UNLESS NOTED OTHERWISE.

8. BAR SUPPORT ACCESSORIES SHALL BE AS SPECIFIED IN LATEST EDITION OF THE

ACI DETAILING HANDBOOK AND THE CONCRETE REINFORCING STEEL INSTITUTE

DESIGN HANDBOOK. MAXIMUM ACCESSORY SPACING SHALL BE 4'-0" ON CENTER,

AND ALL ACCESSORIES ON EXPOSED SURFACES SHALL HAVE PLASTIC COATED

ENDS. CHAIRS SHALL BE SUPPORTED ON SAND PLATES AS REQUIRED TO KEEP

FROM SINKING INTO SUBGRADE. WWF SHALL BE SUPPORTED BY CONTINUOUS

BOLSTERS OR BARS ON CHAIRS SUFFICIENTLY CLOSE TO PREVENT SHEETS

FROM SAGGING APPRECIABLY DURING CONCRETE PLACEMENT. SUPPORT REBAR

USED AT CONTRACTOR’S OPTION SHALL BE EXTRA BARS SUPPLIED BY

CONTRACTOR, NOT TAKEN FROM DESIGN REINFORCING.

9. WHERE POTENTIALLY EXPOSED TO DE-ICING SALTS; STOOP, APRON, SIDEWALK

AND FLOOR REINFORCING SHALL BE EPOXY COATED.

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ABBREVIATIONS:

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE

AL ALUMINUM

APPROX. APPROXIMATELY

ARCH. ARCHITECTURE/ARCHITECTURAL

PLANS

B/O BOTTOM OF

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CJ CONTROL JOINT

CL CENTERLINE

CLR CLEAR COVER

CMU CONCRETE MASONRY UNIT

CIP CAST IN PLACE

COL COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CTR CENTERED

DEG. DEGREE

DIA. DIAMETER

DBE DECK BEARING ELEVATION

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EF EACH FACE

EL. ELEVATION

EXT. EXTERIOR

ENCL. ENCLOSURE

EQ.SP. EQUALLY SPACED

EQUIP. EQUIPMENT

EW EACH WAY

EX. EXISTING

EXP. EXPANSION

F.F. FRONT FACE

FFE FINISHED FLOOR ELEVATION

F.D. FLOOR DRAIN

F.S. FOOTING STEP

FND FOUNDATION

FRP FIBERGLASS-REINFORCED PLASTIC

FT FOOT, FEET

FTG FOOTING

GALV. GALVANIZED

GND GROUND

H.C. HOLLOW CORE

HGT HEIGHT

HORIZ. HORIZONTAL

H.P. HIGH POINT

I.D. INSIDE DIAMETER

INV. EL. INVERT ELEVATION

ISF INSIDE FACE

JST JOIST

JT. JOINT

LB POUND, POUNDS

LONGIT. LONGITUDINAL

L.P. LOW POINT

LVL LEVEL

LVR LOUVER

MATL MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

N NORTH

N/A NOT APPLICABLE

N.T.S. NOT TO SCALE

O.C. ON CENTERS

O.D. OUTSIDE DIAMETER

OPNG OPENING

OSF OUTSIDE FACE

PL PLATE

PSF POUNDS PER SQUARE FOOT

REINF. REINFORCEMENT

REF. REFER TO

S SOUTH

SER STRUCTURAL ENGINEER OF RECORD

SIM. SIMILAR

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

ABBREVIATIONS:

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

T&B TOP AND BOTTOM

T/, T.O. TOP OF

T.O.S TOP OF STEEL

T.O.W. TOP OF WALL

TDE TOP OF DECK ELEVATION

T.F.E. TOP OF FOOTING ELEVATION

T.S.E. TOP OF SLAB ELEVATION

TRANSV. TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

W WEST

WDW WINDOW

W/ WITH

W/O WITHOUT

W.P. WORKING POINT

WS WATERSTOP

REQUIRED SPECIAL INSPECTIONS

DESCRIPTION OF WORK

IBC SECTION 1704

INSPECTION TESTING

YES NO

N/A

CONCRETE CONSTRUCTION

INSPECT REINFORCEMENT

GRADING, EXCAVATION, AND FILLING

YES NO

SPECIAL INSPECTIONS

SPECIAL INSPECTIONS STATED IN THE TABLE BELOW SHALL BE PERFORMED IN

ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, AS REFERENCED

AND AMENDED BY THE FLORIDA BUILDING CODE.

FREQUENCY

C* P*

* C = CONTINUOUS, P = PERIODIC

INSPECT ANCHORS CAST IN CONCRETE

VERIFY USE OF REQUIRED DESIGN MIX

PRIOR TO CONCRETE PLACEMENT,

FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE.

INSPECT CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES

VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES

INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED

VERIFY MATERIALS BELOW SHALLOW

FOUNDATION ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY

VERIFY EXCAVATIONS ARE EXTENDED TO

PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL

PERFORM CLASSIFICATION AND TESTING

OF COMPACTED FILL MATERIALS

VERIFY USE OF PROPER MATERIALS,

DENSITIES, AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION

OF COMPACTED FILL

PRIOR TO PLACEMENT OF COMPACTED

FILL, INSPECT SUBGRADE AND VERIFY

THAT SITE HAS BEEN PREPARED

PROPERLY

MASONRY CONSTRUCTION

REINFORCEMENT: SIZE AND SPACING

PRISMS

DETAILS: GROUTING, LINTELS, ETC.

S E

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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LUMBER AND WOOD FRAMING

1. QUALITY AND CONSTRUCTION OF WOOD FRAMING MEMBERS AND THEIR

FASTENERS FOR LOAD SUPPORTING PURPOSES NOT OTHERWISE INDICATED ON

THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING

CODE. CUTTING, NOTCHING, DRILLING, OR CORING OF MEMBERS OR SHEAR

WALLS SHALL BE PERMITTED ONLY AS DETAILED, OR WITH WRITTEN PERMISSION

OF THE GOVERNMENT.

2. MINIMUM WOOD GRADES SHALL BE AS FOLLOWS. OTHER SPECIES WITH EQUAL

OR GREATER PROPERTIES MAY BE SUBSTITUTED. IF SOUTHERN YELLOW PINE IS

SUBSTITUTED, ALLOWANCE MUST BE MADE FOR DIFFERENCE IN STANDARD

DIMENSIONS. SUBMIT SIGNED CALCULATIONS BY CONTRACTOR’S STRUCTURAL

ENGINEER, LICENSED IN THE STATE OF THE PROJECT.

• BENDING MEMBERS (JOISTS, BEAMS AND HEADERS): NO. 2 AND BETTER

DOUGLAS FIR VISUALLY GRADED LUMBER OR EQUAL (ALLOWABLE BENDING

STRESS 875 PSI, ALLOWABLE SHEAR STRESS OF 135 PSI AND AN ELASTIC

MODULUS OF 1,400,000 PSI).

• AXIALLY LOADED MEMBERS (STUDS, POSTS AND COLUMNS): STUD GRADE

DOUGLAS FIR VISUALLY GRADED LUMBER (ALLOWABLE COMPRESSION OF 725

PSI AND AN ELASTIC MODULUS OF 1,200,000 PSI) UNLESS NOTED OTHERWISE

PER PLAN.

• PLATES SHALL BE NO. 2 OR BETTER GRADE, SUFFICIENTLY STRAIGHT TO LAY

FLAT. PLATES ON MASONRY, CONCRETE, OR PRECAST CONCRETE SHALL BE

TREATED, WITH STAINLESS STEEL ANCHORS.

3. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE RATED WALLS.

PROVIDE SHEATHING AND STUDS IN ACCORDANCE WITH WALL ASSEMBLIES IN

SHEAR WALL SCHEDULE. EXTERIOR SHEATHING SHALL BE MINIMUM 7/16 INCH APA

SPAN RATED, FASTENED TO STUDS WITH 8D NAILS AT 6 INCHES ON CENTER AT

EDGES AND 12 INCHES ON CENTER IN THE FIELD OF A PANEL, BUT IN ANY EVENT

SHALL BE FASTENED WITH NUMBER AND SIZE OF FASTENERS NOT LESS THAN

THAT SET FORTH IN TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. IN

END WALLS, FASTEN EDGES OF EACH PANEL WITH 8D NAILS AT 6 INCH SPACING.

ANY PANEL JOINTS PERPENDICULAR TO SUPPORTS SHALL BE BLOCKED WITH

SOLID 2X6 BLOCKING. FLOOR SHEATHING SHALL BE APA RATED TONGUE AND

GROOVE STURD-I-FLOOR, EXPOSURE 1, GLUED AND NAILED WITH 8D RING SHANK

NAILS OR #10 SCREWS AT 12” ON CENTER AT ALL SUPPORTS. ROOF SHEATHING

SHALL BE APA SPAN RATED. FOR LOW-SLOPE OR FLAT ROOFS (ROOFS WITH

PITCH LESS THAN 2:12, OR 2 INCH PER FOOT) PROVIDE PANEL CLIPS ALONG THE

PANEL EDGE RUNNING PERPENDICULAR TO THE SUPPORT FRAMING AS

SPECIFIED BY THE APA ENGINEERED WOOD CONSTRUCTION GUIDE.

4. BEAMS BUILT UP OF MULTIPLE MEMBERS SHALL BE NAILED OR OTHERWISE

FASTENED TOGETHER IN ACCORDANCE WITH TABLE 2304.9.1 OF THE

INTERNATIONAL BUILDING CODE.

5. LINTEL OR HEADER MEMBERS SHALL HAVE MINIMUM 3 INCHES OF BEARING.

JOISTS SHALL BEAR FULL WIDTH OF SUPPORTING MEMBERS (STUD WALLS,

BEAMS, ETC.).

6. BRIDGING OF STUD BEARING WALLS AND SHEAR WALLS SHALL BE SOLID

MATCHING SHEATHING JOINTS.

7. JOIST BLOCKING AND BRIDGING SHALL BE SOLID WOOD OR CROSS BRIDGING OF

EITHER WOOD OR METAL STRAPS. SPACING IN ANY CASE SHALL NOT EXCEED 8’-0”

OR HALF OF SPAN.

8. JOISTS OR TRUSSES AND STUDS SHALL BE LINED UP WHERE THEY ARE AT THE

SAME SPACING. WHERE NOT AT THE SAME SPACING OR IF THEY CAN’T BE LINED

UP, PROVIDE TRIPLE TOP CAP.

9. OTHERWISE, TOP CAPS SHALL BE DOUBLE 2X MEMBERS, LAPPED MINIMUM 48

INCHES WITH AT LEAST SIX 16D NAILS AT EACH LAP AND NOT MORE THAN 16

INCHES BETWEEN NAILS. SPLICE AT STUDS ONLY.

10. SILL PLATES SHALL BE BOLTED TO CONCRETE WALLS OR STEEL BEAMS WITH ½”

DIAMETER BOLTS AT 48” ON CENTER, AND NO MORE THAN 6 INCHES FROM END OF

WALL. PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE

TREATED LUMBER.

11. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS.

12. JOIST HANGERS SHALL BE SIMPSON STRONG-TIE, USP, OR APPROVED EQUAL.

13. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4

DIAMETERS FROM THE EDGE OF THE MEMBER TO CENTERLINE OF BOLT. BOLT

HOLES IN WOOD SHALL BE DRILLED 1/32 INCH LARGER THAN THE BOLT DIAMETER.

BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT

WASHERS.

14. SERVICE CONDITION- DRY WITH MOISTURE CONTENT AT OR BELOW 19% IN

SERVICE. ESTIMATED TOTAL VERTICAL SHRINKAGE OF WOOD FRAMING IS XXX

MEASURED AT ROOF. MECHANICAL, PLUMBING, AND ELECTRICAL PENETRATIONS

AND ATTACHMENTS SHALL BE CONSTRUCTED TO ACCOMMODATE THIS

ESTIMATED SHRINKAGE MOVEMENT.

15. PARALLEL STRAND LUMBER (PSL) SHALL HAVE AN ALLOWABLE FLEXURAL STRESS

(FB) OF 2,900 PSI (MODIFIED BY SIZE FACTOR) AND AN ELASTIC MODULUS (E) OF

2,000,000 PSI.

16. LAMINATED VENEER LUMBER (LVL) SHALL HAVE AN ALLOWABLE FLEXURAL

STRESS (FB) OF 2,650 PSI (MODIFIED BY SIZE FACTOR) AND AN ELASTIC MODULUS

(E) OF 1,900,000 PSI.

EXISTING CONSTRUCTION

1. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE

CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH EXISTING STRUCTURAL AND

OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

DESIGN, PROVIDE, AND ERECT ALL NECESSARY BRACING, SHORING AND OTHER

SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE

CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO

PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE

TO REMAIN.

2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC.

NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW

PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL

MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF

STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE GOVERNMENT.

3. ANY EXISTING CONSTRUCTION DAMAGED IN THE REMOVAL OF ADJACENT

ELEMENTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

4. WHERE EXISTING CONCRETE ELEMENTS ARE TO BE DEMOLISHED AND

REINFORCING IS NOT REQUIRED TO REMAIN, CUT EXISTING REINFORCING FLUSH

WITH CONCRETE TO REMAIN AND COAT WITH EPOXY, UNLESS COVERED WITH

CONCRETE IN FINAL CONSTRUCTION.

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'-4

54'-11 1/4"

16'-6"

'-5

'-1

3/ 4"

C1 C2

3'-7" 9'-6" 7'-6 1/4"

T.O. EXISTING SLAB = 100'-0"

CAST-IN-PLACE

CONCRETE STAIRS

3 C1

S501

5 1. FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS, SEE SHEET S001 AND S002.

2. FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCHITECTURAL PLANS.

3. REFERENCE CIVIL DRAWINGS FOR EXTERIOR GRADING.

4. DESIGN ALLOWABLE SOLID BEARING CAPACITY (ASSUMED): 2,000 PSF

5. EL. 100' 0" = 24'

FOUNDATION PLAN GENERAL NOTES:

(TYPICAL UNLESS NOTED OTHERWISE)

S501

(3) 1 3/4x14

60'-6"

'-2

@2x10 1' - 4"

EXISTING ROOF FRAMING

'-5

(2)1 3/4x9 1/4

C1 C2

S501 44 C1

(2)1 3/4x9 1/4

1. FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS SEE SHEET S001 AND S002.

2. FOR ALL DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCHITECTURAL PLANS.

FRAMING PLAN GENERAL NOTES:

(TYPICAL UNLESS NOTED OTHERWISE)

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

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R es er ve d

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:5 2:

FOUNDATION/FRAMING PLAN

S100

J U

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I N

L E T L

T H

O U

S E O

N A

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P U

B L

R E S T R

O O

M R

E M

O D

E L

S T

A T

E R

O A

, U

E R

, F

JHE

U N

E D

S T A

T E S D

E P

A R

T M

E N

T O

F T

H E I N

T E R

B U

R E A

U O

F L

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D M

A N

A G

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T F

L C

O N

S T

R U

C T

D O

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M E

N T

3/16" = 1'-0"S100

1 FOUNDATION PLAN

KEYNOTE LEGEND

1 EXISTING SLAB

2 EXISTING ROOF OUTLINE

3 VERIFY MINIMUM OF 3 SF OF EXISTING FOUNDATION

BELOW

4 SHORE EXISTING ROOF STRUCTURE DURING BEAM

INSTALLATION, CUT AT NEW BEAM AND PROVIDE NEW

FACE MOUNT HANGER, RELOCATE EXISTING KICKERS ON

TO NEW BEAM SEE DETAILS

5 EXTERIOR SLAB, REF. ARCH

3/16" = 1'-0"S100

2 ROOF FRAMING PLAN

STRUCTURAL COLUMN / PIER SCHEDULE

MARK DESIGNATION NOTES

C1 3 - 2x4

C2 Pipe3STD

R ev is io n Is su e

R ev

D es cr ip tio n D at

BEAM, SEE PLAN

EXISTING MASONRY WALL

EXISTING ROOF

HGUM5.25-SDS SIMPSON FACE

MOUNT BEAM HANGER, VERIFY

THAT WALL IS GROUTED PRIOR

TO INSTALLATION

EXISTING RAFTER

ATTACH EXISTING JOIST

WITH FACE MOUNT JOIST

HANGER (TYP) ANCHOR

SIZE

NO CURB

NOTES:

1. AT CONTRACTOR'S OPTIONS ANCHOR IS:

PLY

TYP

2x BLKG @ 24" OC MAX

SIMPSON DTC EA FRAMING

MEMBER (OR BLKG)

FRAMING

MEMBER

3-16d EA END

1/ 4"

SEE ARCH FOR

WALL FINISHES

ANCHOR PER NOTE 1

2X SILL

E M

B E

PARTITION PARALLEL

TO JOISTS

1/ 4"

2X SILL

STUDS

E M

B E

PARTITION

PERPENDICULAR

TO JOISTS

CURB

SPACING ANCHOR

SIZE

SPACING

1/2" DIA

0.145" DIA

4'-0"

2'-8"

3/8" DIA

NOT

ALLOWED

N/A

2'-8"

ANCHOR

BOLT

EXPANSION

ANCHOR

SCREW

PAF

PARTITION CONDITION

JOISTS PER

PLAN

3-16d, BRACE

TO FRAMING

3X BRACE @48" OC,

ALT DIRECTION

(3X4 MIN)

TOP PLATE

CEILING

STUDS

JOISTS PER PLAN

2x BLKG

3x BRACE @ 48" OC, ALT DIRECTION

(3x4 MIN)

CEILING

TOP PLATE

STUDS

PARTITION PARALLEL & PERPENDICULAR TO JOIST

PLY

TYP

2x BLKG @ 24" OC MAX

SIMPSON DTC EA FRAMING

MEMBER (OR BLKG)

I-JOIST

SIMPSON DTC EA FRAMING

MEMBER (OR BLKG)

FOR INFO NOTED OR

SHOWN, SEE

PARTITION PARALLEL & PERPENDICULAR TO I-JOIST

2x BLKG @ 24" OC MAX

I-JOIST

FOR INFO NOT NOTED OR

SHOWN, SEE

PARTITION PARALLEL TO I-JOIST

DIRECTLY UNDER I-JOIST CONNECTION

TOP PL

18 GA TRACK

PLY TYP

TOP PL

18 GA TRACK

FRAMING

MEMBER

GLULAM

BEAM

10d NAIL @ 16" OC

IN SLOTTED HOLE

1/4" CLR, T&B

STAGGERED

10d @12" OC, STAGGERED

L R

A X

STUDS

2x BLKG @ 24" OC MAX

PARTITION PARALLEL TO JOIST

DIRECTLY UNDER I-JOIST CONNECTION

A B

C D

BUILT UP POST, SEE

PLAN AND SCHEDULE

EXISTING JOIST

SIMPSON HANGER

@ EA. JOIST

BEAM, SEE PLAN

SIMPSON POST CAP

STEEL POST, SEE

PLAN AND SCHEDULE

EXISTING JOIST

SIMPSON HANGER

@ EA. JOIST

BEAM, SEE PLAN SIMPSON COLUMN CAP

2"℄

COLUMN, SEE PLAN 1/2" POST INSTALLED

ANCHOR BOLT (TYP)

1/2" THICK BASE PLATE

EXTERIOR GRADE, REF CIVIL

#5 @ 16" EACH WAY

STAIRS, REF ARCH

BAR SIZE MIN BAR SPACING

DEVELOPMENT LENGTH

f'c (PSI)

4000 5000 6000

COMPRESSION

LAP SPLICE (LCS)

TENSION LAP SPLICE (LTS)

f'c (PSI)

4000 5000 6000(INCH)

#3 #4 #5 #6 #7 #8 #9 #10 #11

1.875 2.000 2.125 2.250 2.375 2.500 2.875 3.250 3.625

NOTES:

1. TABULATED VALUES ARE PER ACI 318-14 REQUIREMENTS FOR NORMAL WEIGHT CONCRETE. THE VALUES ON

THIS SHEET DO NOT APPLY TO LIGHTWEIGHT CONCRETE

2. SEE TYPICAL DETAILS FOR CONCRETE COVER

3. MINIMUM BAR SPACING IS MEASURED CENTER TO CENTER OF BAR

4. WHERE ACTUAL CONDITIONS DIFFER FROM THE CLEAR COVER SHOWN ON THE TYPICAL DETAILS OR DIFFER FROM PROVIDED SCHEDULED BAR SIZE, MINIMUM SPACING AND/OR f'c, LENGTHS SHALL BE ADJUSTED ONLY

WITH THE APPROVAL OF THE GOVERNMENT.

5. TABULATED VALUES ARE FOR NON-EPOXY COATED REINFORCEMENT. FOR EPOXY COATED REINFORCEMENT

MULTIPLY VALUES BY 1.3 FOR "TOP BARS" AND 1.5 FOR ALL OTHER REINFORCEMENT

6. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN TENSION, THE LAP LENGTH SHALL BE THE LAP SPLICE

LENGTH (LTS) OF THE SMALLER BAR

7. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED IN COMPRESSION, THE COMPRESSION LAP LENGTH

(LCS) SHALL BE THE COMPRESSION LAP SPLICE LENGTH (LCS) OF THE SMALLER BAR

8. "TOP BARS" ARE DEFINED PER ACI AS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

"OTHER BARS" ARE ALL BARS FOR WHICH THIS DOES NOT APPLY

9. FOUNDATION WALL LAP SPLICES ARE BASED ON A MINIMUM 2 INCH CLEAR COVER. IF CLEAR COVER IS

REDUCED ON INTERIOR FACE, LAP SPLICES MUST BE REVISED

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

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:5 2:

FRAMING DETAILS

S501

J U

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R E S T R

O O

M R

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O A

, U

E R

, F

JHE

U N

E D

S T A

T E S D

E P

A R

T M

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T O

F T

H E I N

T E R

B U

R E A

U O

F L

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D M

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O N

S T

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N T

1" = 1'-0"S501

1 BEAM CONNECTION DETAIL

NOT TO SCALES501

6 NON-BEARING WALL PARTITION

1 : 6S501

7 NON-BEARING WALL TOP CONNECTION

1" = 1'-0"S501

2 COLUMN CONNECTION DETAIL

1" = 1'-0"S501

3 STEEL COLUMN CONNECTION DETAIL

1 1/2" = 1'-0"S501

4 BASE PLATE DETAIL

NOT TO SCALES501

5 STAIR DETAIL

R ev is io n Is su e

R ev

D es cr ip tio n D at e

NOT TO SCALES501

8 CONCRETE LAP SPLICE SCHEDULE

SOIL

BASE COURSE, SUB-

BASE, GRAVEL,

CRUSHED ROCK

CONCRETE

BRICK MASONRY

CUT STONE, SAND,

MORTAR, PLASTER

CONCRETE MASONRY

UNITS

STONE, MARBLE,

SIMULATED,MARBLE,

TERRAZZO

STEEL

ALUMINUM (OMIT IN

THIN MATERIAL)

BRONZE, BRASS, COPPER

INSULATION BOARD

RIGID INSULATION

WOOD, FINISH

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

METAL LATH

PLYWOOD

GYPSUM BOARD

PARTICLE BOARD

GLASS BLOCK

GLASS

CARPET

CERAMIC TILE, QUARRY TILE,

OR RESILIENT FLOORING

(SHOWN PROFILE ONLY)

ASPHALTIC CONCRETE OR

A.C. PAVING

(SHOWN PROFILE ONLY)

BATT INSULATION

A101

SIM

A101

SIM

A101

SIM

A101

SIM

ROOM

NAME

150 SF

LEVEL 1

100'-0"

XX.XX

XXX

XXXX

ELEVATION NUMBER

ELEVATION SHEET

DETAIL NUMBER

DETAIL SHEET

REVISION CLOUD

REVISION NUMBER

ELEVATION SHEET

ROOM AREA

ROOM NUMBER

ROOM NAME

ELEVATION NUMBER

LEVEL NAME

ELEVATION

WINDOW TAG

DOOR TAG

WALL TAG

SPECIAL EQUIPMENT TAG

KEYNOTE TAG

FLOOR TAG

ROOF TAG

WALL SECTION NUMBER

WALL SECTION SHEET

BUILDING SECTION NUMBER

BUILDING SECTION SHEET

A101

SIM

DETAIL NUMBER

DETAIL SHEET

A101

SIM

D E

M O

NEW DOOR REPRESENTATION

NEW DOOR TAG

EXISTING DOOR REPRESENTATION

"EX" TEXT LABEL

DEMO DOOR REPRESENTATION

"DEMO" TEXT LABEL

WINDOW REPRESENTATION

WINDOW TAG

LOUVER REPRESENTATION

LOUVER TAG

NEW CONSTRUCTION NON-RATED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

DIMENSION TO FACE OF WALL OR PARTITION

DIMENSION TO CENTER OF WALL OR PARTITION

INTERNATIONAL SYMBOL: FIXTURE OR

SPACE DESIGNED ACCESSIBLE

CONCRETE MASONRY PARTITION

CONCRETE PARTITION

(FOW)

LAMINATED PLASTICL.P.

CONT. CONTINUOUS

CONTRACTORCONTR.

COORDINATECOOR.

CORRIDORCORR.

CLEAN OUT TO GRADEC.O.T.G.

CARPETCP.

CLOSET RODC.R.

CONCRETE RUBBLEC.R.M.

CERAMIC TILEC.T.

CENTERCTR.

COUNTERSUNKCTSK.

CUSTOMCUST.

COLD WATERC.W.

COLD WATER RETURNC.W.R.

PENNY (NAILS)d

DEEP/DEPTH/DRYERD.

DOUBLE ACTINGD.A.

DOUBLEDBL.

DECK DRAIND.D.

DEPARTMENTDEPT.

DETAILDET.

DRINKING FOUNTAIND.F.

DIAMETERDIA.

DIAGONALDIAG.

DIMENSIONDIM.

DISPENSERDISP.

DOWNDN.

DOOR OPENINGD.O.

DEMOUNTABLE PARTITIOND.PTN.

DOORDR.

DOWNSPOUTDS.

DRY STANDPIPED.SP.

DISHWASHERDW.

DRAWINGDWG.

DRAWERDWR.

EASTE.

EACHEA.

EXHAUST AIR REGISTERE.A.R.

ELASTOMERIC COATING/E.C.

EXPOSED CONSTRUCTION

EXHAUST FANE.F.

EXTERIOR FINISH SYSTEME.F.S.

EXTERIOR GYPSUME.G.C.B.

CEILING BOARD

EXTERIOR GYPSUME.G.S.B.

SHEATHING BOARD

MASONRY

EXTERIOR INSULATIONE.I.F.S.

& FINISH SYSTEM

EXPANSION JOINTE.J.

ELEVATIONEL.

ELASTOMERICELAS.

ELECTRICALELEC.

ELEVATORELEV.

EMERGENCYEMER.

ENCLOSUREENCL.

EDGE OF SLABE.O.S.

ELECTRIC PANELE.P.

EQUALEQ.

EQUIPMENTEQPT.

EACH WAYE.W.

ELECTRIC WATER COOLERE.W.C.

EXHAUSTEXH.

EXPANSIONEXP.

EXPOSEDEXPO.

EXISTINGEXIST.

EXTERIOREXT.

FEMALEF.

FIRE ALARMF.A.

FABRICATEFAB.

FLUID APPLIED MEMBRANEF.A.M.

FLAT BARF.B.

FLOOR CLEAN OUTF.C.O.

FAN COIL UNITF.C.U.

FLOOR DRAIN/F.D.

FIRE DAMPER

FIRE EXTINGUISHERF.E.

FIRE EXTINGUISHERF.E.C.

CABINET

K.D. KNOCK DOWN

KG. KILOGRAM

KIT. KITCHEN

KM. KILOMETER

K.O. KNOCK-OUT

KW. KILOWATT

L. LENGTH/LONG

LAB. LABORATORY

LAM. LAMINATE/LAMINATED

LAV. LAVATORY

LB. POUND

L.F. LINEAL FOOT

LIQ. LIQUOR

LKR. LOCKER

LOC. LOCATION

LTG. LIGHTING

LVR. LOUVER

M. MALE

MAT'L. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MLDG. MOULDING

MM. MILLIMETER

M.O. MASONRY OPENING

MOD. MODULAR

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTG. MOUNTING

N. NORTH

N.I.C. NOT IN CONTRACT

N.L. NIGHT LIGHT

NO. NUMBER

NOM. NOMINAL

N.S. NO SCALE

N.T.S. NOT TO SCALE

O. OVER

O.C. ON CENTER

OA. OVERALL

O.A.G. OUTSIDE AIR GRILLE

OBS. OBSCURE

O.D. OUTSIDE DIAMETER

(DIMENSION)

O.F./C.I. GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

OFD. OVERFLOW DRAIN

OFF. OFFICE

O.F./O.I. GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

OPNG. OPENING

OPP. OPPOSITE

OPQ. OPAQUE

OPR. OPERABLE

OVHD. OVERHEAD

PASSAGEPASS.

POST CONTRACTP.C.

POST CONTRACTP.C.A.

GOVERNMENTURAL

PLANTER DRAINP.D.

PERIMETERPERIM.

PERPENDICULARPERP.

PENTHOUSEPH.

POURED-IN-PLACEP.I.P.

STORAGESTOR.

STRUCTURE/STRUCTURALSTRUCT.

SURROUNDSURR.

SUSPEND/SUSPENDEDSUSP.

SERVICESVC.

SWITCHSW.

SYMMETRICALSYM.

SYSTEMSYS.

TREADT.

TONGUE AND GROOVET&G

TUB/SHOWERT./S.

TACKBOARDTACKBD.

TOWEL BART.B.

TRENCH DRAINT.D.

TELEPHONETEL.

TEMPERED/TEMPORARYTEMP.

TERRAZZOTER.

TRANSFORMERTFMR.

THICK/THICKNESSTHK.

THRESHOLDTHR.

TOILETTLT.

TOP OF ...T.O.

TOP OF CURBT.O.C.

TOP OF FLOORT.O.F.

TOP OF PARAPET/T.O.P.

TOP OF PAVEMENT

TOP OF STEEL/T.O.S.

TOP OF SLAB

TOP OF WALLT.O.W.

TELEPHONE POWERT.P.B.

BOARD

TOILET PAPER DISPENSERT.P.D.

TOILET PAPER HOLDERT.P.H.

TRANSITIONTRAN.

TRANSPARENTTRANS.

TUBE STEELT.S.

TOILET SEATT.S.C.D.

COVER DISPENSER

TOWEL SHELFT.SH.

TELEVISIONTV.

TYPICALTYP.

UNDERCUTUC.

UNDERWRITERSU.L.

LABORATORIES, INC.

PIECEPC.

UNFINISHEDUNF.

U.N.O. UNLESS NOTED OTHERWISE

U.P. UPHOLSTERED PANELS

UR. URINAL

VAL. VALANCE

VAR. VARIES

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

VLV. VALVE

VOL. VOLUME

V.P. VENEER PLASTER

V.T.R. VENT THROUGH ROOF

W. WEST/WIDTH/WIDE/WASHER

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WC. WALLCOVERING

WD. WOOD

WD.P. WOOD PANELING

WDW. WINDOW

W.GL. WIRE GLASS

W.H. WATER HEATER

W.O. WHERE OCCURS/

WINDOW OPENING

WP. WATERPROOF

WP.M. WATERPROOF MEMBRANE

W.R. WATER RESISTANT

WRB. WARDROBE

WSCT. WAINSCOT

W.S.P. WET STAND PIPE

WT. WEIGHT

PLATE

PLASTER

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PANEL

PRECAST

PAIR

PROPERTY

PREFABRICATED

PREPARATION

PRESSURE REDUCING

BACK FLOW PREVENTER

FOOT

PAINT/POINT

& RECEPTACLE

PARTITION

PAPER TOWEL

RECEPTACLE

QUARRY TILE

PRESSURE RELIEF VALVE

POUNDS PER SQUARE

PAPER TOWEL DISPENSER

POLY VINYL CHLORIDE

PL.

PLAM.

PLAS.

PLBG.

PLYWD.

PROP.

PNL.

PR.

P.R.B.P.

PRCST.

PREFAB.

PREP.

& EQUIPMENT

FLAT HEAD

FINISH

FOLDING

FIXTURE

FLOOR

FEMININE NAPKIN

FLASHING

FLOORING

FLUORESCENT

FURNITURE, FIXTURE

FINISH FLOOR SEPARATION

FIRE HOSE CABINET

P.R.V.

P.S.F.

PT.

P.T.D.

P.T.D.R.

PTN.

P.T.R.

PVC

Q.T.

VENDOR

FOUNDATION

DISPOSAL

FEMININE NAPKIN

FACE OF ...

FACE OF FINISH

FRAME

GYPSUM

FACE OF SLAB/

FACE OF STUD

FACE OF WALL

FIBERGLASS REINFORCED

FACE OF CONCRETE

FACE OF MASONRY

FIBER REINFORCED

F.F.&E.

F.F.S.

F.H.

F.H.C.

F.N.D.

FIN.

FIXT.

FLASH.

FLDG.

FLG.

FLR.

FLUOR.

AND

CENTERLINE

DIAMETER/ROUND

EXISTING

ABOVE

POUND/NUMBER

PLUS OR MINUS

ANCHOR BOLT

PROPERTY LINE

SQUARE

AIR CONDITIONING

FND.

F.N.V.

F.O.

F.O.C.

F.O.F.

F.R.P.

F.O.M.

F.O.S.

F.O.W.

FR.

F.R.G.

ACCESSIBLE

ACOUSTICAL

AREA DRAIN

ACCESS DOOR

ADDENDUM

ADJUSTABLE

ANGLE

ADJACENT

ACCESS FLOOR

AGGREGATE

ALUMINUM

ASPHALTIC CONCRETE

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ALTER OR ALTERNATE

O (E)

ABV.

A/C A.B.

A.C.

ACC.

ACOUS.

A.D.

ADD.

ADJ.

ANG.

ADJA.

A.F.

A.F.F.

AGGR.

A.H.U.

ALUM.

ALT.

ROOFING

RAILING

ROOM

RECESSED WASTE

ROUND HEAD

ROUGH OPENING

SOUTH

RECEPTACLE

REDWOOD

SINGLE ACTING

SOLID CORE

RESILIENT FLOORING

RAIN WATER LEADER

POLYESTER

FIRE RETARDANT

TREATED WOOD

FREEZER

FOOT/FEET

FOOTING

FUTURE

GAGE

GALLON

FURRING/FURRED

GAS (PIPE)

FLOOR SINK/FULL SIZE

FACIAL TISSUE DISPENSER

R.F.

R.W.R.

RFG.

RGTR.

R.H.

RLG.

RM.

R.O.

RWD.

R.W.L.

S.A.

S.C.

GLASS

GALVANIZED

GRAB BAR

GENERATOR

GROUND FAULT

INTERCEPTOR

GLASS FIBER

GROUND

GYPSUM

REINFORCED CONCRETE

GLUED LAMINATED WOOD

GALLONS PER HOUR

GYPSUM SHEATHING

BOARD

SCUPPER

SECTION

SCALE

SCHEDULE

SMOKE DETECTOR

SQUARE FEET

SEALANT

SHELF

SHOWER

SHEET

SIMILAR

SLOPE

SLIDING

SHEATHING

SHOWER CURTAIN ROD

SQUARE METER

SEWER MANHOLE

SANITARY NAPKIN

DISPENSER

SANITARY NAPKIN

RECEPTACLE

SOLID PLASTIC

SQUARE

STONE

SPECIFICATIONS

SPEAKER

SPRINKLER

SERVICE SINK

STAINLESS STEEL

SCHED.

SCP.

S.C.R.

S.D.

SECT.

S.F.

SC.

SLNT.

SH.

SHR.

SHT.

SHTG.

SIM.

SL.

SLDG.

HEAD

HEIGHT/HIGH

HOSE BIB

HOLLOW CORE

HANDICAPPED

HARDWOOD

HARDWARE

HOUR

HEIGHT

HEATER

HOLLOW METAL

HORIZONTAL

HAND SINK

AND AIR…

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