Attachment 2 Drawings.pdf
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- Attached to
- JUPITER LIGHTHOUSE RESTROOM RENOVATION Federal contract opportunity
- Solicitation number
- 140L0621R0010
About this file
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 renovations to restrooms at the Jupiter Lighthouse, as described. An attachment with related drawings is also included but its content is not specified.
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S E
H P ro je c t
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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.
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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COVER SHEET
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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.
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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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 WOODEN FENCE
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EXISTING CHAIN LINK FENCE
27.1'
56.6'
4.0'
EXISTING CONCRETE
SIDEWALK TO REMAIN
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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.
N
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CONCRETE SIDEWALK
EXISTING WOODEN FENCE
E
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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
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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'
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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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
24.00
23.93
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%
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
A
B
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
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.
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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GENERAL STRUCTURAL NOTES
S001
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9.
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.
R ev is io n Is su e
R ev
D es cr ip tio n D at
12/10/2020
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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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.
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.
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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9.
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.
R ev is io n Is su e
R ev
D es cr ip tio n D at e
R ev is io n Is su e
R ev
D es cr ip tio n D at
'-4
/4
54'-11 1/4"
C2
16'-6"
'-5
/2
'-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
S501
(3) 1 3/4x14
60'-6"
'-2
@2x10 1' - 4"
@2x10 1' - 4"
EXISTING ROOF FRAMING
EXISTING ROOF FRAMING
'-5
/8
C2
(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.
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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9.
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
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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:
EN
PLY
TYP
2x BLKG @ 24" OC MAX
SIMPSON DTC EA FRAMING
MEMBER (OR BLKG)
FRAMING
MEMBER
3-16d EA END
C
LR
1/ 4"
SEE ARCH FOR
WALL FINISHES
ANCHOR PER NOTE 1
2X SILL
E M
B E
D
PARTITION PARALLEL
TO JOISTS
C
LR
1/ 4"
2X SILL
STUDS
E M
B E
D
PARTITION
PERPENDICULAR
TO JOISTS
CURB
SPACING ANCHOR
SIZE
SPACING
1/2" DIA
1/2" DIA
1/2" DIA
0.145" DIA
4'-0"
4'-0"
4'-0"
2'-8"
3/8" DIA
3/8" DIA
3/8" DIA
NOT
ALLOWED
N/A
2'-8"
2'-8"
2'-8"
ANCHOR
BOLT
EXPANSION
ANCHOR
SCREW
PAF
PARTITION CONDITION
A
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
EN
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
C
L R
M
A X
STUDS
2x BLKG @ 24" OC MAX
PARTITION PARALLEL TO JOIST
DIRECTLY UNDER I-JOIST CONNECTION
A B
A
A
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"
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.
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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FRAMING DETAILS
S501
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.0
9.
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
A
ROOM
NAME
150 SF
LEVEL 1
100'-0"
XX.XX
XXX
XX
XXXX
A
F#
R#
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
EX
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
A
A
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
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.
AT
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.
P
SQ
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
REGISTER
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.
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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