200049_ATT11_Drawings_12Jan26.pdf

REVIEWED BY:

REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

INDUSTRIAL HYGIENE:

DATE:

PROJECT DRAWING INDEX SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT

GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES

OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING

MINIMUM QUALITY STANDARDS, IDENTIFICATION AND

GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF

OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED

THE SPECIFIED ITEMS IN TERMS OF PHYSICAL

PROPERTIES, INCLUDING, COLOR RANGE, FINISH,

DURABILITY, APPEARANCE, PERFORMANCE

CHARACTERISTICS, AND OTHER FACTORS. OTHER

PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE

SUBMITTED FOR EVALUATION AND

APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.

2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE

CONSIDERED AS A WHOLE IN THAT THE GENERAL

CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE

RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL

SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF

THE SPECIFICATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL

CONSTRUCTION FENCING AND BARRICADES AS REQUIRED

TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT

ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE

CONSTRUCTION SITE.

4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES

CAUSED BY CONSTRUCTION TRAFFIC OR ANY

CONSTRUCTION OPERATION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE

UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW

LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE

"EXISTING" OR "BY OTHERS".

WWYK200049

INSTALL VENTILATION SYSTEM,

B3225

KEY PLAN:

GENERAL NOTES:

DISCIPLINE

PROJECT

LOCATION

1 G-101 GENERAL NOTES & VICINITY MAP

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

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M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M-101 FIRST FLOOR MECHANICAL PLAN

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-101 FIRST FLOOR ELECTRICAL PLAN

E-102 SECOND FLOOR ELECTRICAL PLAN (MEZZANINE AND CATWALK)

S-001 STRUCTURAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

S-002 STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTIONS

S-101 STRUCTURAL FLOOR PLAN

M-501 MECHANICAL DETAILS

M-601 M-701

MECHANICAL SCHEDULES

MECHANICAL CONTROLS

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Elm C reek

Crutcho Creek

Kuhlman Creek

Soldier Creek

Kuhlman Creek

Elm C reek

East Crutcho Creek

Elm Creek

El m

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Elm Creek

Elm C reek

Elm CreekElm C reek

Ku hlm an C re ek

Ea st

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West Crutcho Creek

W es t C ru tc ho

C re ek

Elm Creek

Soldier Creek

Elm C reek

Soldier CreekSoldier Creek

Ea st

C ru tc ho

C re ek

Elm Creek

Ea st

C ru tc ho

C re ek

East C rutcho C reek

Soldier Creek

So ld ie r C re ek

East C rutch o Creek

Soldier C reek

Soldier C reek

So ld ie r C re ek

East Crutcho Creek

416506

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11824

Arnold St.

Ea st

D r.

SE 74th St

SE 59th St.

Ai r D ep ot

Patrol Rd.

St af f D r.

Reserve Rd.

5th Ave

"A " A ve

M un iti on s R d.

W ar eh ou se R d.

"B " A ve

7th St.

"H " A ve

M cN ar ne y Av e.

Mitchell Ave

Al er t R d.

Co ok

A ve

W es t D r.

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Extender Dr.

Sentry Rd.

34th St.

Twining Dr.

5th Ave.

Jo ne s

Globemaster Dr.

To w er R d.

Vanaman Rd.

In du st ria l B lv d.

So ut h St

1st St.

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Ja m es D r.

W ol fe D r.

Ai r D ep ot

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Perimeter Rd.

Rapcon Rd.

Reserve Rd

"L " A ve

Mercury Rd.

1st St.

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Bradley Dr.

Entrance Road "C"

Entrance Road "A"

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"C " A ve

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Hi llt op R d.

Do rm ito ry

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Chennault Dr.

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Spaatz Dr.

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Doolittle Ave

W hi te D r.

3rd Ave.

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Central Plant Dr.

6th St.6th St.

Falco n Dr.

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Dr.

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L oo p

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Thunderbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

Co rs ai r D r.

Ra pt or Ct

N ig ht H aw k

Ct

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Smith Ct.

Ra ve n Ct

Air Dep ot Ai r D ep ot

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1st St.

1st St.

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Pr op ul sio n Dr

Stratofortress Dr.

96021

Arnold St.

62501W 62501E

TINKER AFB, OK

VICINITY MAP

BASE OPERATIONS

B240

CONTRACTING

B3

GOTT

GATE

TINKER GATE

PASS & ID B6611

HRUSKOCY GATE

EAKER GATE

FIRE DEPARTMENT

B117

VANCE

GATE

LIBERATOR GATE

HOPE

GATE

LEGEND

CONTRACTOR

HAUL ROUTE

LANCER GATE

TRUCK GATE

PIAZZA GATE

BASE CIVIL

ENGINEER

B400

(FUTURE

HAUL ROUTE)

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FUTURE

TRUCK GATE

FUTURE

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PROJECT

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

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35%

DESIGN

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GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL

STANDARDS AND APPLICABLE PROVISIONS OF THE UFC 3-301-01 (IBC 2024).

ANY DEVIATION FROM THE APPROVED CONTRACT STRUCTURAL DRAWINGS

SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF

RECORD.

ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE

WORKING DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF

THE ENGINEER OF RECORD AND WORK SHALL NOT PROCEED UNTIL WRITTEN

DIRECTION IS PROVIDED BY THE ENGINEER OF RECORD.

PROJECT SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND

ARE TO BE USED IN CONJUNCTION WITH THE PROJECT DRAWINGS.

NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE

GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.

DETAILS LABELED "TYPICAL" APPLY TO SITUATIONS OCCURRING THAT ARE THE

SAME OR SIMILAR TO THOSE SPECIFICALLY SHOWN. SUCH DETAILS APPLY

WHEREVER THEY OCCUR, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE

DRAWINGS.

WHERE NO CONSTRUCTION DETAILS ARE SHOWN, NOTED, AND DON'T APPEAR

TO ALIGN WITH TYPICAL DETAILS, CONTACT THE STRUCTURAL ENGINEER OF

RECORD.

IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS

OR DETAILS ON THESE STRUCTURAL DRAWINGS.

ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED FROM

FINISHED FLOOR, UNLESS OTHERWISE NOTED.

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE, UNLESS OTHERWISE NOTED. THEY DO NOT INDICATE THE

MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND

OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,

BUT ARE NOT LIMITED TO THE DESIGN, ERECTION, AND REMOVAL OF

TEMPORARY BRACING, SHORING, FALSEWORK, ETC. THE CONTRACTOR SHALL

SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES. OBSERVATION VISITS BY THE ENGINEER OF RECORD OR THEIR

DELEGATE DO NOT CONSTITUTE INSPECTION OR APPROVAL OF THE ABOVE

ITEMS.

VERIFICATION: THE DETAILING AND DIMENSIONS OF EXISTING STRUCTURES DO

NOT NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE

CONDITIONS BEFORE STARTING WORK. NOTIFY THE ENGINEER OF RECORD

IMMEDIATELY OF ANY DISCREPANCIES. IN INSTANCES WHERE DISCREPANCIES

ARE IDENTIFIED, WORK SHALL NOT PROCEED UNTIL WRITTEN DIRECTION IS

PROVIDED BY THE ENGINEER OF RECORD.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DETAILS,

DIMENSIONS AND SITE CONDITIONS TO AVOID THE INTERFERENCE OF

MATERIALS EMBEDDED IN CONCRETE OR MASONRY INCLUDING BUT NOT LIMITED

TO REINFORCING STEEL, PRESTRESSING STEEL AND HARDWARE,

MISCELLANEOUS STEEL AND CONDUITS.

PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL LOCATE AND

PROTECT UNDERGROUND OR CONCEALED UTILITIES WHERE NEW WORK IS

BEING PERFORMED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING

EXISTING UTILITIES IN THE WORK AREA AND SHALL REPAIR ANY DAMAGE

CAUSED BY THEIR OPERATIONS AT THEIR COST.

CONSTRUCTION MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON

FLOORS OR ROOFS DURING CONSTRUCTION. LOADS SHALL NOT EXCEED THE

DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR

BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

CONCRETE SLAB ON GRADE IS TO HAVE REACHED IT'S FULL 28-DAY

COMPRESSIVE STRENGTH BEFORE LOADING.

PROVIDE A LIST OF ALL PROPOSED SUBSTITUTIONS AND MANUFACTURER'S ICC

ES REPORTS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL

BEFORE FABRICATION OR INSTALLATION.

OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC. SHALL NOT BE PLACED IN

SLABS, FOUNDATIONS, ETC. UNLESS SPECIFICALLY DETAILED ON THESE

STRUCTURAL DRAWINGS. THE ENGINEER OF RECORD SHALL BE NOTIFIED WHEN

OTHER DRAWINGS SHOW OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC.

THAT ARE NOT SHOWN ON THESE STRUCTURAL DRAWINGS.

NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED FOR PIPES, DUCTS, ETC.,

UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL DRAWINGS.

THESE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS.

REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING

CONSTRUCTION OF THE STRUCTURAL MEMBERS.

REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR DEPRESSIONS, SLOPES,

DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, AND

LOCATION AND DETAILS FOR ALL MISCELLANEOUS HANDRAILS, LADDERS,

HANGERS AND STEEL GRATINGS. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR SLEEVES AND HANGARS FOR PIPES, DUCTS, AND EQUIPMENT.

SEE PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND

MANUFACTURER'S DRAWINGS FOR TYPE, SIZE, LOCATION, ANCHORAGE

REQUIREMENTS AND PADS FOR ALL EQUIPMENT. MANUFACTURER'S TEMPLATES

SHOWING ANCHOR BOLT LOCATIONS SHALL BE OBTAINED FOR ALL EQUIPMENT.

COORDINATE WITH THE EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS

AND FOUNDATIONS.

THESE STRUCTURAL DRAWINGS INDICATE ONLY THE APPROXIMATE LOCATION

OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT AS WELL AS THEIR

RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT THE EQUIPMENT. THE

FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT

PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK

BETWEEN SUBCONTRACTORS IN THIS REGARD AND PROVIDING NECESSARY

INFORMATION AND DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED.

OBSERVATION VISITS TO THE SITE BY THE ENGINEER OF RECORD OR THEIR

DELEGATE SHALL NOT CONSTITUTE REQUIRED SPECIAL INSPECTIONS NOTED

HEREIN.

THE CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED TO SUPPORT

CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR THE

DESIGN OF THE SLAB WHERE CONSTRUCTION EQUIPMENT IS TO BE PLACED

THAT EXCEED THE DESIGN FLOOR LIVE LOAD. ANY DAMAGE TO THE CONCRETE

SLAB AS A RESULT OF CONSTRUCTION EQUIPMENT IS THE RESPONSIBILITY OF

THE CONTRACTOR AND SHALL BE REPAIRED AT THEIR COST. CONCRETE SLAB

ON GRADE IS TO HAVE REACHED IT'S FULL 28-DAY COMPRESSIVE STRENGTH

BEFORE LOADING.

SHOP DRAWINGS AND PRODUCT DATA

1.

2.

3.

4.

5.

6.

7.

8.

THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS IS ONLY FOR REVIEW

OF GENERAL COMPLIANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND

THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. IT IS THE

GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SHOP DRAWINGS

PRIOR TO SUBMITTING TO THE ARCHITECT. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND

DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF

CONSTRUCTION; COORDINATING THE WORK WITH THAT OF ALL OTHER TRADES;

AND PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER.

SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN

ADDITION TO ANY ITEMS REQUIRED BY THE SPECIFICATIONS. THE SUBMITTALS,

TESTING & INSPECTION MATRIX IS PROVIDED AS A GUIDE ONLY, AND MAY NOT BE

ALL-INCLUSIVE. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR

USE AS SHOP DRAWINGS.

THE GENERAL CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS

AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS PRIOR TO SUBMITTAL. ANY SHOP DRAWINGS OR PRODUCT DATA

NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE

RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL CLOUD OR FLAG ALL

ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM THE ORIGINAL CONTRACT

DRAWINGS SHALL BE CLOUDED BY THE MANUFACTURER OR FABRICATOR. THE

STRUCTURAL ENGINEER RESERVES THE RIGHT TO ALLOW OR NOT ALLOW ANY

CHANGES TO THE ORIGINAL CONTRACT DRAWINGS AT ANY TIME BEFORE OR

AFTER SHOP DRAWING REVIEW.

THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS.

ITEMS OMITTED OR SHOWN INCORRECTLY AND WHICH ARE NOT NOTED AS

ALLOWED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE

CONSIDERED CHANGES TO THE ORIGINAL CONTRACT DRAWINGS.

SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF MAJOR ERRORS OR

OMISSIONS ARE FOUND DURING REVIEW.

SUBMIT NOT MORE THAN FIVE (5) SETS FOR ANY ONE SUBMITTAL. ONE COPY

WILL BE RETAINED BY THE STRUCTURAL ENGINEER AND THE BALANCE

RETURNED.

ALLOW A MINIMUM OF FIVE WORKING DAYS FOR REVIEW OF SHOP DRAWINGS BY

THE STRUCTURAL ENGINEER.

DESIGN CRITERIA

1.

A.

B.

C.

D.

2.

A.

B.

A.

B.

C.

D.

E.

F.

A.

B.

C.

D.

E.

F.

G.

H.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

N.

O.

P.

Q.

THE DESIGN CRITERIA SHALL CONFORM TO THE PROVISIONS OF THE UFC 3-301-01, AND STANDARDS

REFERENCED THEREIN.

INTERNATIONAL BUILDING CODE (IBC) - 2024 EDITION

TAFB FACILITY STANDARD

MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES - ASCE 7-22

RISK CATEGORY OF BUILDING III

DESIGN LOADS:

DEAD LOAD

FLOOR LIVE LOAD

3. SNOW DESIGN CRITERIA:

RISK CATEGORY

GROUND SNOW LOAD, p g MINIMUM ROOF SNOW LOAD, p s SNOW EXPOSURE FACTOR, C e THERMAL FACTOR, C t SLOPE FACTOR, C s

4. WIND DESIGN CRITERIA:

RISK CATEGORY

DESIGN WIND SPEED (V ULT)

DESIGN WIND SPEED (V ASD)

EXPOSURE CATEGORY

TOPOGRAPHIC FACTOR (K zt) GCpi

GUST EFFECT FACTOR (G)

WIND BASE SHEAR (V W)

5. SEISMIC DESIGN CRITERIA:

RISK CATEGORY

IMPORTANCE FACTOR, I e

SITE CLASS

Ss

SMS

SDS

S1

SM1

SD1

SEISMIC DESIGN CATEGORY (SDC)

SEISMIC RESISTING SYSTEM

SEISMIC BASE SHEAR

RESPONSE COEFFICIENT (Cs)

RESPONSE MODIFICATION COEFF (R)

ANALYSIS PROCEDURE

6. FLOOD DESIGN DATA: NOT REQUIRED, NOT IN FLOOD ZONE.

7. SPECIAL LOADS: NO SPECIAL LOADS

8. ROOF DRAIN LOAD DATA:

A. 15 MINUTE RAIN INTENSITY

B. 60 MINUTE RAIN INTENSITY

ACTUAL SELF WEIGHT

250 PSF

III

20 PSF

14 PSF (27.7 PSF AT PORTE COCHERE'S/CANOPIES)

1.0 1.0 1.0

III

115 MPH

89 MPH

C 1.0 +/- 0.18 0.85

N/A (INTERIOR)

III

1.25 D 0.31g 0.35g 0.23g 0.08g 0.17g 0.11g B

STEEL SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC

N/A (MIN. EFFECT TO LATERAL LOADS)

0.096 3.0

EQUIVALENT LATERAL FORCE

8.63 IN/HR

4.38 IN/HR

CONTINUOUS WALL

OR PAD FOUNDATION

(N) STEEL COLUMN

F 2.0

(-1'-4") FOOTING TAG

SHEAR WALL

FOOTING STEP

CMU WALL

CONCRETE WALL

HEADERH-X

MOMENT CONNECTION

CANTILEAVER CONNECTION

STEP IN SLAB

DECK SPAN DIRECTION

S

SYMBOLS

WOOD/STEEL WALL

GRIDER

(E) STEEL COLUMN

JOIST

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ALT ALTERNATE

ARCH ARCHITECT(URAL)

ATR ALL THREAD ROD

B/ BOTTOM OF

BF BRACED FRAME

BLDG BUILDING

BLKD BLOCKED

BLKG BLOCK(ING)

BLW BELOW

BM BEAM

BN BOUNDARY NAILING

BRG BEARING

BTM BOTTOM

BP BASE PLATE

C= CAMBER

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY

UNIT

CNTR CENTER(ED)

COL COLUMN

CONC CONCRETE

CONST CONSTRUCT(ION)

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CSK COUNTERSINK

d PENNY(NAILS)

DBL DOUBLE

DIA, Ø DIAMETER

DO DITTO

DWG DRAWING(S)

DWL DOWEL(S)

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBED(ED)(MENT)

EN EDGE NAILING

EQ EQUAL

EQUIP EQUIPMENT

ESR EVALUATION SERVICE

REPORT

ES EACH SIDE

EW EACH WAY

EXT EXTERIOR

FDN FOUNDATION

FF FINISHED FLOOR

FG FINISH GRADE

FLR FLOOR

FN FIELD NAILING

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FULL PENETRATION

FRMG FRAMING

FS FAR SIDE

FT FOOT(FEET)

FTG FOOTING

GA GAUGE(GAGE)

GALV GALVANIZE(D)

GL GLUE LAMINATE

GLB GLUE LAMINATED

BEAM

GR GRADE

GYP GYPSUM

H HORIZONTAL

HD HOLDOWN

HDG HOT DIPPED

GALVANIZED

HDR HEADER

HGR HANGER

HK HOOK

HSS HOLLOW STRUCTURAL

SECTION

HT HEIGHT

IAPMO INTERNATIONAL

ASSOCIATION OF

PLUMBING AND

MECHANICAL

OFFICIALS

ID INSIDE DIAMETER

IJ ISOLATION JOINT

IN INCH(ES)

INT INTERIOR

JST JOIST

JT JOINT

L LONG (LENGTH)

LB POUND(S)

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LW LIGHTWEIGHT

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N) NEW

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P/C PRECAST

PEMB PREENGINEERED

METAL BUILDING

PLATE

PLY PLYWOOD

PLF POUNDS PER LINEAR

FOOT

PNL PANEL

P/S PRESTRESS(ED)

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

R RADIUS

RBS REDUCED BEAM

SECTION

RCP REINF CONC PIPE

REF REFERENCE

REINF REINFORCE(ING)(MENT

REQD REQUIRED

RF ROOF

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SHTG SHEATHING

SIM SIMILAR

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

STD STANDARD

STGR STAGGER(ED)

STIFF STIFFEN(ER)

STL STEEL

STRUCT STRUCTURAL

SYMM SYMMETRICAL

SW SHEAR WALL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

THK THICK(NESS)

THRD THREAD(ED)

TN TOE NAIL(ING)

T/CONC TOP OF CONCRETE

T/PARAPET TOP OF PARAPET

T/STEEL TOP OF STEEL

TOW TOP OF WALL

TOF TOP OF FTG/FDN

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNBLKD UNBLOCKED

UNO UNLESS NOTED

OTHERWISE

V VERTICAL

VIF VERIFY IN FIELD

W WIDTH (WIDE)

W/ WITH

WD WOOD

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

X-STG EXTRA STRONG

XX-STG DOUBLE EXTRA

STRONG

YD YARD

ABBREVIATIONSCAST IN PLACE CONCRETE

1.

2.

A.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301,

"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318,

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS

MODIFIED BY THE CONTRACT DOCUMENTS.

CONCRETE SHALL BE READY MIXED CONCRETE IN ACCORDANCE WITH ASTM C94.

MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 4000 PSI EXCEPT AS FOLLOWS:

SLABS: 4,000 PSI

CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II

CONCRETE EXPOSED TO SOIL SHALL HAVE TYPE II CEMENT AND A MAXIMUM W/C

RATIO OF 0.5 IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AGGREGATE PER

ASTM C33. LIGHTWEIGHT AGGREGATE PER ASTM C330. MAXIMUM 4" SLUMP FOR ALL

CONCRETE. DO NOT TAMP SLABS (USE ROLLER BUG, VIBRATING SCREED OR BULL

FLOAT ONLY). CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE

FIELD-VERIFIED 3" MAXIMUM SLUMP PRIOR TO ADDING ADMIXTURE AND 8" MAXIMUM

SLUMP AT PLACEMENT. MIX DESIGNS SHALL BE DESIGNED BY THE CONCRETE

PRODUCTION FACILITY IN ACCORDANCE WITH ACI 301 AND APPROVED BY THE

STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. PROVIDE AIR-ENTRAINING

ADMIXTURE AT ALL CONCRETE EXPOSED TO FREEZE/THAW CYCLES AT A RATE

ADEQUATE TO PROVIDE 6.0% AIR AT POINT OF PLACEMENT. DO NOT ALLOW AIR

CONTENT OF INTERIOR TROWEL FINISHED SLABS TO EXCEED 3.0%.

CONCRETE SHALL BE FREE OF CALCIUM CHLORIDE. NO FLY ASH ADDITIVES SHALL BE

PERMITTED IN CONCRETE FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.

WHEN USED, FLY ASH SHALL CONFORM TO ASTM C618, CLASS F OR C. FLY ASH SHALL

NOT REPLACE MORE THAN 25% OF CEMENT BY WEIGHT.

CONTINUOUS SPECIAL INSPECTION: REQUIRED FOR DESIGN STRENGTHS EXCEEDING

2500 PSI.

PROVIDE SLEEVES FOR UTILITY OPENINGS IN CONCRETE BEFORE PLACING

CONCRETE. DO NOT CUT ANY CONFLICTING REINFORCING.

NO CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL

BE INSTALLED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. PROVIDE 3/4"

CHAMFER AT ALL EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED

CONCRETE.

DO NOT SUBJECT CONCRETE TO ANY PROCEDURE THAT WILL CAUSE SEGREGATION.

DEPOSIT CONCRETE AS NEAR AS PRACTICABLE TO THE FINAL POSITION TO AVOID

SEGREGATION.

CONCRETE FOOTINGS AND PADS MAY BE POURED AGAINST NEAT EXCAVATIONS

PROVIDED THE REQUIRED CONCRETE COVERAGE FOR REINFORCING IS MAINTAINED.

MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON

GRADE NEED BE VIBRATED ONLY AROUND EMBEDDED ITEMS AND UNDERFLOOR

DUCTS, ETC. MECHANICALLY VIBRATE ONLY THE TOP 5 FEET OF DRILLED PIER

CONCRETE. REVIBRATE TOP OF DRILLED PIER 15 MINUTES AFTER PLACING

CONCRETE.

MIXING AND DELIVERY AS MEASURED FROM BATCH TIME TO COMPLETION OF

DISCHARGE FROM TRUCK SHALL NOT EXCEED 90 MINUTES. WHEN AIR TEMPERATURE

IS ABOVE 90 DEG F (32 DEG C), REDUCE MIXING, DELIVERY TIME AND DISCHARGE TO

60 MINUTES.

CURE EXPOSED CONCRETE FOR A MINIMUM OF 7 DAYS IN ACCORDANCE WITH ACI

308.1 PROCEDURES IN ORDER TO PREVENT CRACKING. CURE WITH CURING AND

SEALING COMPOUND, MOIST CURING, MOISTURE-RETAINING COVER CURING, OR

COMBINATIONS THEREOF. IF CURING COMPOUND IS USED, APPLY AT A RATE

SPECIFIED BY THE MANUFACTURER. CONCRETE SHALL BE MAINTAINED ABOVE 50

DEGREES F AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER

PLACEMENT.ALL CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY

AND RESULTS REPORTED TO THE ARCHITECT.

FOR PLACEMENT OF CONCRETE IN EITHER HOT OR COLD WEATHER CONDITIONS

FOLLOW THE ACI STANDARD PROCEDURES.

REINFORCING BARS, ANCHOR BOLTS, REBAR DOWELS, AND OTHER CONCRETE

INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE

AND STABBING INTO WET CONCRETE IS NOT ALLOWED.

CHAMFER: 3/4 INCH ON EXPOSED CORNERS.

REINFORCED MASONRY (CMU)

1.

2.

3.

4.

5.

6.

7.

A.

B.

8.

9.

10.

11.

12.

MASONRY WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE IBC

CHAPTER 21, ACI 530/ASCE5/TMS 402 "BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES".

GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE GROUT, WITH 28 DAY

COMPRESSIVE STRENGTH OF 2,500 PSI WITH A MAXIMUM AGGREGATE SIZE OF

3/8". GROUT SHALL BE FREE OF FLY ASH AND CHLORIDE.

GROUTING SHALL BE STOPPED 1-½ INCHES BELOW THE TOP OF A COURSE

FORMING A KEY AT POUR JOINTS.

REMOVE OVERHANGING MORTAR AND OTHER OBSTRUCTIONS AND DEBRIS

FROM THE INSIDES OF THE CELL WALLS.

ALL CELLS AND COURSES WITH REINFORCING AND ADDITIONAL GROUT SPACES

AS REQUIRED BY THE DRAWINGS SHALL BE FILLED SOLID WITH GROUT. LIMIT

MAXIMUM GROUT LIFT TO 5'-0" FOR LOW LIFT GROUTING PROCEDURES AND

12'-8" FOR HIGH LIFT GROUTING PROCEDURES. EACH GROUT POUR STOPPING 1

~8 INCHES BELOW THE TOP COURSE OF LIFT. PLACE GROUT CONTINUOUSLY.

DO NOT INTERRUPT GROUTING FOR MORE THAN ONE HOUR. MECHANICALLY

VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN

ABOUT 5 MINUTES LATER. RODDING OF GROUT IS NOT ACCEPTABLE.UNLESS

NOTED OTHERWISE ON THE DRAWINGS, PROVIDE VERTICAL MASONRY

CONTROL JOINTS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 20'-0".

COORDINATE LOCATIONS WITH ARCHITECT.

TESTING AND INSPECTION: OWNER WILL ENGAGE SPECIAL INSPECTORS TO

PERFORM TESTS AND INSPECTIONS AND PREPARE REPORTS. ALLOW

INSPECTORS ACCESS TO SCAFFOLDING AND WORK AREAS, AS NEEDED TO

PERFORM TESTS AND INSPECTIONS. RETESTING OF MATERIALS THAT FAIL TO

MEET SPECIFIED REQUIREMENTS SHALL BE DONE AT CONTRACTORS EXPENSE.

INSPECTIONS: [LEVEL 1 / LEVEL II] SPECIAL INSPECTIONS ACCORDING TO THE

IBC.

BEGIN MASONRY CONSTRUCTION ONLY AFTER INSPECTORS HAVE

VERIFIED PROPORTIONS OF SITE PREPARED MORTAR.

PLACE GROUT ONLY AFTER INSPECTORS HAVE VERIFIED COMPLIANCE

OF GROUT SPACES AND OF GRADES, SIZES, AND LOCATIONS OF

REINFORCING.

PRIOR TO CONSTRUCTION PERFORM 1 SET OF MORTAR, GROUT, AND PRISM

TESTS.

TEST 1 ADDITIONAL SET OF MORTAR, GROUT, AND PRISM TESTS FOR EACH 5,000

SQ. FT. OF WALL AREA OR PORTION THERE OF.

GROUT TEST: (COMPRESSIVE STRENGTH): FOR EACH MIX PROVIDED,

ACCORDING TO ASTM C1019.

PRISM TEST: FOR EACH TYPE OF CONSTRUCTION PROVIDED, ACCORDING TO

ASTM C1314 AT 28 DAYS.

POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO TYPICAL

DETAILS AND MANUFACTURER REQUIREMENTS.

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REINFORCING

1.

2.

3.

4.

5.

6.

REINFORCING AND ACCESSORIES SHALL BE DETAILED, FABRICATED AND

INSTALLED PER ACI 315, ACI 318 AND CRSI "MANUAL OF STANDARD PRACTICE

FOR REINFORCED CONCRETE CONSTRUCTION.

REINFORCING BARS SHALL BE MADE USING NEW BILLET STEEL IN

ACCORDANCE WITH ASTM A615 GRADE 60 f y = 60 KSI. WELDED WIRE FABRIC PER

ASTM A185, WIRE PER ASTM A82, FABRICATED IN FLAT SHEETS (NOT ROLLED)

WELDING OF REINFORCING IS NOT PERMITTED UNLESS SPECIFICALLY

DETAILED. WELDED SHALL BE ACCORDING TO AWS D1.4.

ALL REINFORCING SHALL BE COLD BENT.

PROVIDE CLASS B SPLICES IN REINFORCING FOR CONTINUOUS REINFORCING.

PROVIDE STANDARD 90 DEGREE HOOKS IN ACCORDANCE WITH ACI 318 UNLESS

SPECIFICALLY DETAILED. REFER TO TYPICAL DETAIL FOR REQUIRED LAP

LENGTHS.

MAINTAIN THE FOLLOWING REINFORCEMENT COVERAGE FOR REINFORCING

STEEL UNLESS NOTED OTHERWISE.

CAST AGAINST OR PERMANENTY

EXPOSED TO SOIL: 3 INCHES

EXPOSED TO SOIL OR WEATHER:

NO. 6 AND LARGER: 2 INCHES

NO. 5 AND SMALLER: 1-1/2 INCHES

NOT EXPOSED TO SOIL OR WEATHER

NO. 11 AND SMALLER 1" WALL, 1-1/2" SLAB

COLUMNS (TO TIES) 1 1/2"

BEAMS (TO STIRRUPS) 1 1/2"

SUSPENDED SLABS 3/4"

ALL OTHER PER LATEST EDITION OF ACI 318

BAR SIZE:

TOP OTHER

#3

#4

#5

#6

#7

#8

#9

#10

#11

BAR SPLICES

CONCRETE f' c

3 KSI

27" 21"

36" 28"

47" 36"

56" 43"

81" 62"

92" 71"

105" 81"

117" 90"

129" 100"

TOP OTHER

4 KSI

25" 19"

33" 25"

39" 30"

48" 37"

70" 54"

81" 62"

91" 71"

100" 77"

112" 87"

TOP OTHER

5 KSI

23" 18"

30" 23"

36" 28"

43" 33"

53" 49"

73" 56"

81" 63"

90" 69"

100" 78"

ONE

LAYER

TWO

LAYERS

15" 15"

21" 23"

30" 35"

43" 66"

58" 90"

87" 135"

111" 171"

140" 217"

173" 268"

MASONRY

9. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAP

WELDED WIRE FABRIC SO THAT THE OVERLAP BETWEEN OUTERMOST

CROSS WIRES OF EACH SHEET IS NOT LESS THAN THE CROSS WIRE SPACING

BUT NOT LESS THAN 6 INCHES. ALL SPLICE LOCATIONS SUBJECT TO

APPROVAL AND SHALL BE MADE IN ACCORDANCE WITH THE DRAWINGS.

EXTEND ALL HORIZONTAL REINFORCING CONTINUOUS AROUND CORNERS

AND INTERSECTIONS OR PROVIDE BENT CORNER BARS TO MATCH AND LAP

WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS

AND WALLS.

10. REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON CENTERS. DOWEL ALL

VERTICAL REINFORCING TO FOUNDATION. SKEW HOOKS AS REQUIRED FOR

CONCRETE COVER. SECURELY TIE ALL BARS IN POSITION BEFORE PLACING

CONCRETE. "WET STICKING" OF DOWELS IS NOT PERMITTED.

11. SPLICED BARS SHALL BE PLACED AT THE SAME EFFECTIVE DEPTH UNLESS

NOTED OTHERWISE. REINFORCING BARS NOTED "CONTINUOUS" OR WITH

LENGTH NOT SHOWN SHALL BE FULLY CONTINUOUS AND SPLICED ONLY AS

SHOWN, OR WHERE APPROVED BY THE ENGINEER.

12. REINFORCING BAR HOOKS SHALL BE STANDARD ACI HOOKS UNLESS NOTED

OTHERWISE.

NOTES:

- #14 AND #18 BARS CANNOT BE LAP SPLICED.

- FOR LIGHTWEIGHT CONCRETE MULTIPLY SPLICE LENGTH BY 1.3.

- FOR EPOXY-COATED REINFORCEMENT, MULTIPLY SPLICE LENGTH

BY 1.5.

- FOR CLEAR SPACING BETWEEN SPLICES OF LESS THAN 2 BAR

DIAMETERS, OR CLEAR COVER OVER BARS BEING SPLICED

LESS THAN 1 BAR DIAMETER, MULTIPLY SPLICE LENGTH BY 1.5.

- SPLICE LENGTHS SHOWN OR CALCULATED ARE MINIMUMS. ROUND

UP AS REQUIRED TO ACHIEVE MINIMUM SPLICE LENGTH.

- TOP BARS ARE DEFINED AS ANY HORIZONTAL REINFORCEMENT

PLACES SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS

CAST BELOW THE BARS BEING PLACED.

7.

8.

PROVIDE CONTINUOUS HORIZONTAL WALL AND CONTINUOUS FOOTING

REINFORCEMENT WITH 90 DEGREE BENDS AT CORNERS AND

INTERSECTIONS AS SHOWN ON TYPICAL DETAILS.

ALL CONCRETE SLAB ON GRADE, RAISED CONCRETE SLAB, AND MAT

REINFORCING IS TO BE SUPPORTED ON BOLSTERS AND CHAIRS SPACED

NO FURTHER THAN 4 FEET ON CENTER. REINFORCING SHALL BE

LOCATED 1 1/2" INCHES MINIMUM CLEAR FROM TOP OF SLAB.

COLD FORMED STEEL (CFS)

1.

2.

3.

4.

5.

ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN

ACCORDANCE WITH THE LATEST EDITION OF THE "SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AMERICAN

IRON AND STEEL INSTITUTE.

ALL STUDS, JOISTS, TRACKS AND OTHER COLD FORMED STEEL FRAMING

MEMBERS SHALL BE FABRICATED FROM ROLLED SHEET STEELCONFORMING

TO ASTM A-1003 TYPE H, GRADE 33 AND SHALL BE GALVANIZED G60.

ALL CLIPS AND OTHER ACCESSORIES TO BE FABRICATED FROM MATERIAL

CONFORMING TO ASTM A-653, ZINC COATED STRUCTURAL STEEL,GRADE 50,

WITH G90 GALVANIZED COATING.

SPLICES REQUIRE PRIOR APPROVAL OF STRUCTURAL ENGINEER.

ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE

SUCH AS BRACING TO SQUARELY FIT AGAINST ABUTTING MEMBERS.

MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED.

6.

7.

8.

CFS STRUCTURAL/LOAD-BEARING MEMBERS - CORROSION RESISTANCE PER

PROJECT SPECIFICATIONS BUT NOT LESS THAN G90.

MILL CERTIFICATES FROM THE COIL PRODUCER SHALL BE MADE AVAILABLE IF

REQUESTED. MILL CERTIFICATE TO INCLUDE AS A MINIMUM THE CHEMICAL

COMPOSITION, YIELD STRENGTH, TENSILE STRENGTH, ELONGATION, AND

COATING THICKNESS.

STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL

FRAMING ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL

ACCESSORIES.

1.

2.

A.

3.

4.

5.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN,

INSTALLATION AND ANCHORAGE OF THE FOLLOWING ITEMS NOT DESIGNED BY

TEPA ENGINEERING SERVICES, LLC. SUBMIT SHOP DRAWINGS AND STRUCTURAL

CALCULATIONS TO THE ENGINEER OF RECORD AND AUTHORITY HAVING

JURISDICTION DEMONSTRATING THAT A COMPLETE LOAD PATH HAS BEEN

ESTABLISHED AND CODE REQUIREMENTS HAVE BEEN MET. INCLUDE LOADS,

PRODUCT DATA, TECHNICAL INFORMATION, MANUFACTURER'S WRITTEN

REQUIREMENTS AND AGENCY APPROVALS, AS APPLICABLE. THE SHOP DRAWINGS

AND STRUCTURAL CALCULATIONS SHALL BE SIGNED AND SEALED BY A QUALIFIED

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT.

THE FOLLOWING ARE DELEGATED DESIGN ITEMS:

DUCT SUPPORT SYSTEMS IF MANUFACTURER DIFFERS FROM THOSE USED IN

BASIS OF DESIGN, OR UNFORSEEN CONDITIONS PREVENTS USE OF SYSTEM DETAILED.

COORDINATE ALL CONSTRUCTION WITH DELEGATED DESIGN ITEMS.

DELEGATED DESIGN ITEMS SHALL NOT BE INSTALLED UNTIL ALL RELATED

SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE ENGINEERING OF

RECORD AND AUTHORITY HAVING JURISDICTION.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT INCLUDED ABOVE.

DELEGATED DESIGN ITEMS

1. INSPECTION OF REINFORCING STEEL,

INCLUDING PLACEMENT.

REQUIRED VERIFICATION AND INSPECTION

OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION

- X

- X

X -

- X

X -

X -

- X

- X

2. INSPECTION OF ANCHORS CAST IN CONCRETE

3. INSPECTION OF ANCHORS POST-

INSTALLED IN HARDENED CONCRETE.

4. VERIFYING USE OF REQUIRED DESIGN MIX.

6. INSPECTION OF CONCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES.

8. INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

7. INSPECTION FOR MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES.

5. PRIOR TO CONCRETE PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE.

CONT PERIODIC

15. FABRICATION PROCESS OF PREFABRICATED COLD-FORMED

STRUCTURAL ELEMENTS AND ASSEMBLIES SHALL BE IN

ACCORDANCE WITH IBC 1704.2.5 AND LOCAL AMENDMENTS.

- X

A) VERIFY COMPLIANCE OF COLD-FORMED STEEL

LIGHT-FRAME CONSTRUCTION (COMPONENT ASSEMBLY,

STRUCTURAL MEMBER AND CONNECTOR SIZES AND

LOCATIONS; BRACING, BLOCKING AND BEARING STIFFENER

SIZES AND LOCATIONS; BEARING LENGTHS)

B) DOCUMENT ACCEPTANCE OR REJECTION OF COLD-FORMED

STEEL LIGHT-FRAME CONSTRUCTION

X -

8. COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION

A) VERIFY COMPLIANCE OF MECHANICAL FASTENERS

B) VERIFY REPAIR ACTIVITIES

C) DOCUMENT ACCEPTANCE OR REJECTION OF

MECHANICALLY FASTENED CONNECTIONS

X -

7. INSPECTION AFTER MECHANICAL FASTENING

A) VERIFY MECHANICAL FASTENERS ARE POSITIONED AS

REQUIRED

B) VERIFY MECHANICAL FASTENERS ARE INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

- X

6. INSPECTION DURING MECHANICAL FASTENING

A) MECHANICAL FASTENER MANUFACTURER INSTALLATION

INSTRUTURES AVAILABLE FOR MECHANICAL FASTENERS

B) VERIFY PROPER TOOLS AVAILABLE FOR MECHANICAL

FASTENER INSTALLATION

C) VERIFY PROPER STORAGE FOR MECHANICAL FASTENERS

- X

5. INSPECTIONS PRIOR TO MECHANICAL FASTENING

A) VERIFY COMPLIANCE OF COLD-FORMED STEEL

STRUCTURAL MEMBERS (PRODUCT IDENTIFICATION PER

SECTION A5.5)

B) VERIFY COMPLIANCE OF CONNECTORS

C) DOCUMENT ACCEPTANCE OR REACTION OF COLD-FORMED.

X -

1. MATERIAL VERIFICATION

CONTINUOUS PERIODIC

VERIFICATION, INSPECTION, AND TESTING INSPECTION FREQUENCY

VERIFICATION AND INSPECTION OF

COLD-FORMED STEEL FRAMING

STATEMENT OF QUALITY ASSURANCE /

SPECIAL INSPECTIONS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

QUALITY ASSURANCE / SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH THE

UFC 3-301-01 AS SUMMARIZED BELOW.

THE SPECIAL INSPECTORS MUST BE QUALIFIED TO PERFORM THE TYPES OF

INSPECTION SPECIFIED.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR

OR INSPECTING AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY

WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT

SPECIAL INSPECTION IS SUBJECT TO REMOVAL.

THE SPECIAL INSPECTOR(S) SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE

WITH THE CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION TO THE

ARCHITECT, ENGINEER OF RECORD AND AUTHORITY HAVING JURISDICTION.

SPECIAL INSPECTIONS SHALL BE PERFORMED BY A CERTIFIED OR QUALIFIED SPECIAL

INSPECTOR(S), AS DETERMINED AND TO THE SATISFACTION OF THE ARCHITECT,

ENGINEER OF RECORD AND AUTHORITY HAVING JURISDICTION.

PERIODIC SPECIAL INSPECTION IS DEFINED AS THE PART-TIME OR INTERMITTENT

INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS PRESENT IN THE

AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION

OF WORK. CONTINUOUS SPECIAL INSPECTION IS DEFINED AS THE FULL-TIME

INSPECTION OF THE WORK BY AN APPROVED INSPECTOR WHO IS CONTINUOUSLY

PRESENT AND MONITORING THE WORK PERFORMED. IN ALL CASES, THE INSPECTION

SHALL BE COORDINATED AND PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR

TO OTHER RELATED WORK PROCEEDING AND COVERING THE INSPECTED WORK.

ASSOCIATED TESTING SHALL BE PERFORMED AS INDICATED IN THE FOLLOWING TABLES

BY AN APPROVED AND ACCREDITED AGENCY AS DETERMINED AND TO THE

SATISFACTION OF THE ARCHITECT, ENGINEER OF RECORD AND AUTHORITY HAVING

JURISDICTION.

SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS SHALL BE SUBMITTED TO

THE ENGINEER OF RECORD, CONTRACTOR, AUTHORITY HAVING JURISDICTION, AND

ARCHITECT WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST

COMPLETION.

AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT SHALL BE SUBMITTED BY

THE SPECIAL INSPECTOR(S) WHICH DOCUMENTS THE REQUIRED SPECIAL INSPECTIONS

AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES. THE FINAL REPORT SHALL

BE SUBMITTED TO THE ENGINEER OF RECORD, CONTRACTOR, AUTHORITY HAVING

JURISDICTION AND ARCHITECT.

WORK REQUIRING SPECIAL INSPECTION THAT IS INSTALLED OR COVERED WITHOUT THE

APPROVAL OF THE SPECIAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.

REFER TO THE FOLLOWING TABLES AND SPECIFICATIONS FOR SPECIFIC

INSPECTION/TESTING REQUIREMENTS AND FREQUENCIES.

DEFINITION OF "PERIODIC" AND "CONTINUOUS" SPECIAL INSPECTIONS; CONTINUOUS

INSPECTION IS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL

INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA

WHERE THE WORK IS BEING PERFORMED; PERIODIC INSPECTION IS THE PART-TIME OR

INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN

APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS

BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. WHERE

"PERIODIC" SPECIAL INSPECTION IS REQUIRED, "PART-TIME" OR "INTERMITTENT" MEANS

THAT INSPECTION OF THE TASK NEEDS TO BE PERFORMED FROM TIME TO TIME DURING

THE PROGRESS OF THE TASK. THE PERIOD OF TIME BETWEEN INSPECTIONS VARIES

GREATLY FOR DIFFERENT TYPES OF WORK DEPENDING ON THE TYPE OF INSPECTION

DONE. THE PERIOD OF TIME BETWEEN INSPECTIONS ALSO DEPENDS ON THE PACE OF

THE CONSTRUCTION, THE NUMBER OF WORKERS, AND THE QUALITY OF THE

WORKMANSHIP, AND OTHER FACTORS. IT IS THE RESPONSIBILITY OF THE SPECIAL

INSPECTOR TO PROVIDE INSPECTIONS AT AN APPROPRIATE FREQUENCY AND AT

APPROPRIATE TIMES DURING CONSTRUCTION. THE INSPECTOR MUST HAVE ADEQUATE

EXPERIENCE AND EXHIBIT GOOD JUDGEMENT IN DETERMINING THE FREQUENCY AND

TIMING OF INSPECTIONS

N

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SHEET

SHEET NUMBER

SH

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

IN

ST

AL

L V

EN

TI

LA

TI

ON

S

YS

TE

M, B3

N

O V

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PA

-C

SA

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LU

KE

S-101

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AN

S-101

STRUCTURAL FLOOR PLAN

SCALE: 3/8" = 1'-0"

B3225 KEYPLAN

PROJECT

LOCATION

GENERAL NOTES

KEYED NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED

ACCESS FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS FOR ACCURACY.

2. PROPRIETARY PRODUCTS SHOWN AS BASIS OF DESIGN ONLY. APPROVED

EQUALS ALLOWED WITH DESIGN CALCULATIONS.

NEW EQUIPMENT PAD. REFER 2/S-101.

SUPPORT DUCT AS REQUIRED. REFER 3/S-101.

CUT NEW OPENING IN STEEL DOFFING STRUCTURE AS REQUIRED FOR

NEW DUCT PENETRATIONS.

SUPPORT DUCT WORK FROM STEEL STRUCTURE ABOVE WITH STRUTS,

BEAM CLAMPS, HANGERS, STRAPS, AND TRAPEZES, AS REQUIRED. BRACE

LATERALLY TO LIMIT MOVEMENT.

S-101

EQUIPMENT PAD DETAIL

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

S-101

DUCT SUPPORT DETAILS

SCALE: 1" = 1'-0"

NOTE: ALL UNISTRUT CONNECTIONS

TO USE UNISTRUT HHCS BOLTS

H

4 3 H H

AIR

SHOWER

ROOM

DOFFING/DONNING

ROOM

CORRIDOR

AIR SUPPLY

PLENUM

GG

9x

8x

A-150 10x6

3225- SF-01

A-150 10x6

3-C S-1011

3-AS-101

SPACING NOT TO EXCEED 7'-0"

SP

AC

IN

G

NO

T

TO

E

XC

EE

D 7'-

0"

TYP.

3-B S-101

10x10 10x9

10x10

B-300 16x6

10x10

3225- EF-17

6" 1'-0"

4" M

IN

EQ

EQ

21 2" E

MB

ED

NOTE: CONTRACTOR SHALL REFER TO MEP

DRAWINGS FOR REQUIRED EQUIPMENT

PAD THICKNESS AND LOCATIONS.

4" CHAMFER

EXISTING 8"

SLAB ON GRADE

#3 DOWELS @ 9" O.C. AROUND

PERIMETER OF PAD. EPOXY INTO

SLAB-ON-GRADE W/ HILTI HIT HY-200

V3 ADHESIVE. REFERENCE ESR-3187

FOR INSTALLATION INSTRUCTIONS.

CONCRETE PAD (WHERE REQ'D). REINFORCE

W/ (1) MAT 4X4-W4.0 X W4.0 WWF (TYP.)

ROUGHEN SURFACE T0 1/4" AMPLITUDE.

APPLY STRUCTURAL CONCRETE BONDING

AGENT/ADHESIVE TO ROUGHENED

SURFACE PRIOR TO PLACING CONCRETE

1'-6"ATTACH TO MIN. (1)

ADJACENT FRAME

W/ UNISTRUT P3000HS

UNISTRUT P1325 UNISTRUT P1325

UNISTRUT

P3000HS

UNISTRUT P9011-POST BASE

W/ (4) 34"Ø HILTI KWIK HUS-EZ

ANCHORS W/ 3" EMBEDMENT

UNISTRUT P9200

TELESTRUT TUBING

UNISTRUT

P3000HS

A - ELEVATED STAND

3'- 0"

3'-0"

GROUT CMU BOND BEAM

AT ANCHOR POINTS BY

INSTALLING UNISTRUT FOAM

BELOW BOND BEAM

UNISTRUT P3000HS

CONNECT W/ COMPATIBLE

WASHERS AND 12"Ø

HILTI KWIK HUS-EZ ANCHORS

W/ 31

4" EMBEDMENT

EXISTING CMU WALL

UNISTRUT P2452

CEILING

B - AT CMU

UNISTRUT

P2456-P1000

CONTRACTOR OPTION:

SUPPORT DUCT FROM

STEEL STRUCTURE

ABOVE IN LIEU OF CMU

WALL SUPPORTS.

FI

EL

D

VE

RI

FY

GI

RT

S

PA

CI

NG

3'-0"

CONNECT W/

COMPATIBLE WASHERS

& #12 TEK SCREWS

UNISTRUT P3000HS

EXISTING PEMB

UNISTRUT P2452

TOP OF ROOF

10'-51

4" AFF

ROOF OF

DONNING AREA

C - AT PEMB

UNISTRUT

P2456-P1000

3'- 0"

N

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1 2 3 4 5

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SU

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AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

IN

ST

AL

L V

EN

TI

LA

TI

ON

S

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M, B3

N

O V

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PA

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SA

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\D es ig n\ s\

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ME

CH

AN

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AL

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BO

LS

AN

D

AB

BR

EV

IA

TI

ON

S

DUCT SECTION, EXHAUST

DUCTWORK TAP

(SQUARE TO SQUARE)

SCFM

ACFM FREE AIR VOLUME

COMPRESSED AIR VOLUME

45 DEG. RECTANGULAR BEND

ASME RELIEF VALVE

REDUCER, ECCENTRIC

AIR VENT, AUTOMATIC

YARD HYDRANT

BASKET TYPE

WALL HYDRANT

STRAINER, "Y" TYPE

REDUCER, CONCENTRIC

CLEANOUT PLUG

CLEANOUT, FLOOR

CLEANOUT, WALL

CAP OR BLIND FLANGE

FLOW IN DIRECTION OF ARROW

THERMOMETER WELL

TEMPERATURE INDICATOR

HOSE BIBB

VACUUM BREAKER

CO CARBON DIOXIDE

FLUORINE

HYDROGEN CHLORIDE

F

HCL

CH METHANE

NITROGEN

NITROUS OXIDE

HYDROGEN

He

Ar

H

HELIUM

ARGON

N

NO

OX OXYGEN

TW

PI

TI

CO

CHILLED DRINKING WATER SUPPLY

CHILLED DRINKING WATER RETURN

VACUUM, LABORATORY

WET VACUUM, HOUSEKEEPING

VACUUM, MEDICAL

DRY VACUUM, HOUSEKEEPING

DWS

DWR

LV

WV

V

DV

COMPRESSED AIR, BREATHING AIR

COMPRESSED AIR

COMPRESSED AIR, PLANT

PROCESS COLD WATER

COMPRESSED AIR, LABORATORYLA

PA

BA

PCW

CA

DI

PT

YH

HB

WH

CO

REFRIGERANT SUCTION

CHEMICAL FEED

ACID FEED

SOFT WATER

DISTILLED WATER

REFRIGERANT GAS

SW

DS

AF

RG

CF

RS

CONDENSER WATER RETURN

REFRIGERANT LIQUID

CONDENSATE DRAIN

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

FOV

RL

FOR

CD

FOS

CR

CO

90 DEG. ELBOW DOWN

90 DEG. ELBOW UP

FIRE HOSE VALVE IN CABINET

HAND EXTINGUISHER

FIRE EXTINGUISHER CABINET

DUCT SECTION, SUPPLY

ACCESS

MD

FE

FEC

HVC

RISER DOWN (ELBOW)

TEE UP

TEE DOWN

BOTTOM CONNECTION

TOP CONNECTION

GATE VALVE

PLUG COCK/GAS STOP

BALL VALVE

CHECK VALVE

SOLENOID VALVE

BUTTERFLY VALVE

NEEDLE VALVE

TRIPLE DUTY VALVE

PRESSURE REDUCING VALVE

ANGLE VALVE

BALANCING VALVE

BACKFLOW PREVENTION DEVICE

SIDE CONNECTION

RISE OR DROP

COMPRESSED AIR CONNECTION

RISER UP (ELBOW)

BOILER BLOWOFF: RELIEF VALVE

HEATING WATER RETURN

HEATING WATER SUPPLY

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

HR

CS

HS

CHS

CHR

BO

CONDENSATE, PUMPED

FLASH STEAM

BOILER FEED WATER

BD

FST

BFW

CP

HPC

STEAM, MED PRESS 16-124 PSI

FIRE PROTECTION WATER SUPPLY

STEAM, LOW PRESS 0-15 PSI

MPC

C

MPS

HPS

S

DOMESTIC COLD WATER

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER (140^F)

SPRINKLER MAIN

DOMESTIC HOT WATER (110^F)

SP

FP

140°F

110°F

HWR

GREASE TRAP WASTE

SOIL OR WASTE VENT

NATURAL GAS, MED PRESS

STORM DRAIN

NATURAL GAS, LOW PRESS

ROOF DRAIN LINE

G

MG

SD

VENT

RD

GT

ACID VENT

ACID WASTE

SOIL OR WASTE

AV

SS

AW

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

PENDANT SPRINKLER HEAD

PENDANT SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

DRIP ASSEMBLY, REF DETAIL

FHE

FHC

PRS

11'-0"

DA

TA

T

ROOF DRAIN

THERMOSTAT

RD

END CAPS

F

SHOWER DRAIN

FLEXIBLE PIPE CONNECTION

WATER HAMMER ARRESTOR

AREA DRAINAD

SD

FLOOR DRAINFD

UNION

SUPPLY DIFFUSER

RETURN GRILLE

(REGISTER)

EXHAUST GRILLE

(REGISTER)

DUCTWORK TAP

(SQUARE TO ROUND)

TYPICAL RUNOUT

5'-0" MAX LENGTH

FOR FLEX DUCT

DIFFUSER

FLEX DUCT TURN

DOWN TO DIFFUSER

RIGID SUPPLY

DUCTWORK

MAIN (SA) DUCTWORK

90 DEGREE RECTANGULAR ELBOW

WITH SINGLE THICKNESS TURNING

VANES

90 DEGREE ROUND

ELBOW, HORIZONTAL

45 DEG. RECTANGULAR BEND, 1-1/2

RADIUS

45 DEG. ROUND BEND, 1-1/2

RADIUS

ROUND PRESSURE TAP WITH

VOLUME DAMPER

STRAIGHT SIDED BRANCH SPLIT.

TRANSITION TO FULL SIZE BEFORE

ELBOW.

BRANCH SPLIT. TRANSITION TO SPLIT.

TRANSITION TO FULL SIZE BEFORE

ELBOW.

WYE SPLIT. TRANSITION TO FULL SIZE

BEFORE ELBOW.

F= FALL IN DUCT ELEV R= RISE

IN DUCT ELEV

NOTE: AIR DISTRIBUTION DEVICES ARE ARE

DENOTED AS ILLUSTRATED BELOW:

90 DEGREE RECTANGULAR ELBOW

DOWN WITH SINGLE THICKNESS

TURNING VANES

90 DEGREE RECTANGULAR ELBOW

UP WITH SINGLE THICKNESS

TURNING VANES

MD = MANUAL DAMPER

MTD = MOTORIZED DAMPER GD =

GRAVITY DAMPER

OA = OUTSIDE AIR DAMPER

RA = RETURN AIR DAMPER

BD = BACKDRAFT DAMPER

FD = FIRE DAMPER

SMD = SMOKE DAMPER

RLA = RELIEF DAMPER

LINEAR DIFFUSER, NO ARROWS INDICATE

2-WAY AIR PATTERN

SIDEWALL SUPPLY

REGISTER OR GRILLE

SUPPLY AIR TROFFER SIDE OR TOP

INLET

RETURN, EXHAUST, OR

TRANSFER REGISTER

CEILING DIFFUSER SQUARE PATTERN. NO

ARROWS INDICATE 4-WAY AIR PATTERN

DUCT SECTION, RETURN

FIRE HOSE W/ FIRE EXTINGUISHER

CABINET

FIRE HOSE CABINET FOR

OCCUPANT'S USE

TIE-IN TO EXIST AT THIS

POINT

REMOVE EXIST TO THIS

POINT

UNINSULATED LINES- DISTANCE FROM FF

TO BOP INSULATED LINES- DISTANCE

FROM FF TO BOI

PRESSURE REDUCING STATION REF

DETAIL

CONDENSATE TRAP ASSEMBLY REF

DETAIL

CONTROL VALVE, 2 WAY

PNEUMATIC

CONTROL VALVE, 3 WAY

PNEUMATIC

CONTROL VALVE, 2 WAY

ELECTRIC

CONTROL VALVE, 3 WAY

ELECTRIC

PRESSURE AND

TEMPERATURE RELIEF

PIPE SLOPE IN DIRECTION OF

ARROW

PRESSURE AND TEMPERATURE TEST PLUG

(PETES PLUG)

PRESSURE GAUGE WITH GAUGE

COCK & SNUBBER

DEMINERALIZED OR DEIONIZED

WATER

BLOWDOWN, BOILER, COOLING TOWER,

ETC

CONDENSATE, HIGH PRESS 125 PSI &

ABOVE

CONDENSATE, MED

PRESS 16-124 PSI

CONDENSATE, LOW

PRESS 0-15 PSI

STEAM, HIGH PRESS 125 &

ABOVE

DCW

FRW FIRE RATED WALL PENETRATION

FRC FIRE RATED CEILING PENETRATION

UNO UNLESS NOTED OTHERWISE

BREATHING AIR, COMPRESSEDBA

M E C H A N I C A L A B B R E V I A T I O N S O

OPPOSITE

OPENING

OFFICE

OC

OD

OPNG

OPP

OFF

O/A

OUTSIDE DIAMETER

ON CENTER

OUTSIDE AIR

OUNCE

ORIGINAL

PARALLEL

OZ

ORIG

P

PAR

PHASE

PLATFORM

PLATE

PH

PERP

PL

PLAT

PHX

PERF PERFORATED

PLATE HEAT EXCHANGER

PERPENDICULAR

PNEU

PRV

PSI

PSIA

PSIG

PERCENT

RADIUS

R R/A

R

POUNDS PER SQUARE INCH

POUNDS PER SQ INCH GAGE

RETURN AIR

PRESSURE REDUCING VALVE

PNEUMATIC

REDUCER

RD

RECIRC

RECT

RED

RECOV.

RETURN

REQUIRED

REG

REF

REV

RET

REQ'D

RECIRCULATE, RECIRCULATOR

RECOVERY

REVICE, REVISION

RECTANGULAR

REFERENCE, REFER

REGISTER, REGULATOR

ROOF DRAIN

RADIATOR, RADIANTRAD

POUNDS PER SQ INCH ABSOLUTE

ROOM

RH

RL/A

RPS

RPM

RM

SOUTH

RV

S S

REVOLUTIONS PER MINUTE

REVOLUTIONS PER SECOND

RELIEF VALVE

ROUND, DIAMETER

RELATIVE HUMIDITY

RELIEF AIR

SECTION

SECOND

SCI

SC

SECT

SEC

SCH

SERVICE

SEWER

SHUT OFF

SIMILAR

SEW

SERV

SO

SP

SIM

SENSIBLESENS

STATIC PRESSURE

SCHEDULE, SCHEDULED

SELF CLOSING

SEWER CAST IRON PIPE

SUPPLY AIRS/A

RAISED FACE FLANGERF

PLUMBINGPLMB

F

FC

FF

FD

FOUNDATION

FABRICATED

FAHRENHEITF

FDN

FAB

FIG

FIN

FH

FIX

FL

FUME HOOD

FIXTURE

FLOOR

FINISH

FIGURE

FLG

FT

FR

FOOT, FEET

FROM

FLANGE

FPS

FPM

FL MTD

FEET PER SECOND

FEET PER MINUTE

FLOOR MOUNTED

FLAT FACE FLANGE

FLOOR DRAIN, FIRE DAMPER

FOOT CANDLE

ACOUSTIC

ABOVE

AIR

AIR CONDITIONER

ACTUAL CUBIC FEET PER MINUTE

AIR COMPRESSOR

ADJUSTABLE

ADDENDUM

APPROXIMATE

ALTERNATE

AMPERE

APPROVED

ALUMINUM

AIR PRESSURE REDUCING STATION

AIR FLOW MONITOR PRIMARY

AIR HANDLING UNIT

ABOVE FINISH FLOOR

A A

APPROX

AFMP

APRS

ALT

AMP

APPD

AHU

AL

ACFM

ADJ

AFF

ACST

ADD

ABV

A/C

AC

FTR

FTG

G

F/B

FITTING

G

GA

GENERATOR

GALVANIZED

GAUGE

GEN

GALV

GAL

GR GRADE

GASKET

H

HD

HB HOSE BIBB

HEAD

GPRS

GSKT

GPH

GPM

GI

FACE AND BYPASS

NATURAL GAS

GALVANIZED IRON

GALLONS PER HOUR

GALLONS PER MINUTE

GALLON, GALLONS

GAS PRESSURE REDUCING STATION

FLUE THRU THE ROOF

HP

HIGH POINT

HOSPITAL

HORIZONTAL

HEIGHT

HS

HR

HX

HEATER

HEAVY

HTR

HVY

HPT

HOSP

HORZ

HGT

IE

ID

INS

IN

IH

IPS

INV

J

INVERT

INT

I

HEAT EXCHANGER

HEATING WATER SUPPLY

HOUR or HEATING WATER RETURN

HORSE POWER

INSIDE DIAMETER

INVERT ELEVATION

INCH, INCHES

INSULATION, INSULATE

INTERIOR, INTERNAL

IRON PIPE SIZE

INTAKE HOOD

HAND WHEELHD WHL

ACID VENT

AVERAGE

ASSEMBLY

AUTOMATIC

ACID WASTE

AIR PRESSURE DROP

ACID VENT THRU ROOF

BUILDING LINE

BLIND FLANGE

BUILDING

BOTTLED GAS

BOTTOM

BELOW

BOTTOM OF PIPE

BOTTOM OF DUCT

BILL OF MATERIALS

BACK FLOW PREVENTION DEVICE

B

AV

BLD FLG

BL

BOD

BOT

BOP

B/M

BLW

BLDG

BG

BFPD

AW

AFUE

APD

AVG

AVTR

ASSY

AUTO

BLACK STEEL

BASEMENT

CONDENSATE

COMPRESSED AIR

CHILLER

BRITISH THERMAL UNIT PER HOUR

CUBIC FEET PER MINUTE

CENTER TO CENTER

CENTER LINE

CAST IRON

CONNECTION

COMPRESSOR

COLUMN

CONCRETE

CLEANOUT

CEILING

CIRCLE,CIRCULAR

CAST IRON PIPE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

C

CI

BTU/H

COMPR

C TO C

C or COND

COL

CONN

CONC

CL

CO

CLG

CIR

CIP

CA

CHR

CHS

CH

CFM

BSMT

BS

BRKT BRACKET

ANNUAL FUEL UTILIZATION EFFICIENCY

ARCHITECT, ARCHITECTURALARCH

FACE TO FACEFTF

SQUARESQ

SPEC

SS

SQ IN

SUPPLY

STD

STRUCT

SWP

SUP

STATIONSTA

STEAM WORKING PRESSURE

SUSPENDED CEILING

STRUCTURAL

STAINLESS STEEL

SQUARE INCH OR INCHES

SQUARE FOOT OR FEET

STANDARD

SPECIFICATIONS

T

TAPD

TCP

T/A

THREAD

THROUGH

THD

TEMP

THRU

TOD

THK

TDH

TOTAL AIR PRESSURE DROP

TEMPERATURE CONTROL PANEL

TOP OF DUCT

TRANSFER AIR

TEMPERATURE

THICK, THICKNESS

TOTAL DYNAMIC HEAD

TYPICAL

TSP

T'STAT

TRANS

TYP

UL

UH

V

UNFIN

U

TOTAL STATIC PRESSURE

UNDERWRITER'S LABORATORIES

THERMOSTAT

UNFINISHED

UNIT HEATER

TRANFORMER

VACUUM

VELOCITY

VERTICAL

VEL

VAC

VFI

VERT

VENT

VOLUME

VP

VOL

VTR

VS

VARIABLE FREQUENCY INVERTER

VENTILATE, VENTILATION

VENT THRU THE ROOF

VENT STACK

VOLTV

VENT PIPE or VELOCITY PRESSURE

WITH

WET BULB

W/ W

WC

WB

W CAB

WINDOW

WF

WDW

WH

WHA

WG

WATER HAMMER ARRESTOR

WATER GAUGE

WATT, WATER

WALL CABINET

WIDE FLANGE (STEEL)

WATER HEATER

WATER COLUMN

WITHOUT

WEIGHT

WM

W/O

WT

WPRS

WP

YARD

Y

YD

YP

YH

WATER PRES. REDUCING STATION

YIELD POINT

WATER METER

WORKING POINT

YARD HYDRANT

WROUGHT IRONWI

YIELD STRENGTHYS

W

JB

JT JOINT

KP

KW KILOWATT

KICK PLATE

THOUSAND

K

KWH

K or M

JAN CLO

L

L LOUVER

LG

LH

LF

LEFT HAND

LANDING

LINEAR FEET

LONG

LB

LDG

LAT

LDB

LAB

KILOWATT HOUR

LEAVING AIR TEMPERATURE

LEAVING DRY BULB

POUND, POUNDS

LABORATORY

JUNCTION BOX

JANITOR'S CLOSET

LP

LOCKER

LEAVING

M

MACHINE

THOUSAND

LKR

M or K

MACH

LVG

LWB

LWT

LTCP

LHR

MECHANICAL

MATERIAL

MAXIMUM

MEDIUM

MH

MIN MINIMUM

MEZZANINE

MANHOLE

METAL

MATL

MET

MEZZ

MFG

MECH

MED

MBH

MAX

MACH RM

THOUSAND BTUH

LEAVING WET BULB

LOW TEMP. CONTROL PANEL

MANUFACTURER, MANUFACTURED

MACHINE ROOM

LEAVING WATER TEMPERATURE

LOW PRESSURE

LEFT HAND REVERSE

CONTRACTOR

CONSTRUCTION

CONTINUE

CUBIC

COPPER

CENTER

CASING

CARBON STEEL

COOLING TOWER

CYCLES PER SECOND

CYCLES PER MINUTE

CYCLE

DEPARTMENT

DEGREE

DECIBEL

CUBIC INCH OR INCHES

DOMESTIC COLD WATER

DRIP ASSEMBLY

DIRECT CURRENT

CUBIC FOOT OR FEET

D

CONTR

CU FT or CF CU IN or CI

DEG or ^

DEPT

DB

DC

DA

DCW

CYC

CT

CU

CTR

Cu

CPS

CSG

CS

CPM

CONST

CONT

DIMENSION

DIAMETER

DIAGRAM

DETAIL

DISHWASHER

DOWNSPOUT

DEW POINT

DRAIN

DOWN

DISCONNECT

DRINKING FOUNTAIN

EAST

EACH

EXHAUST AIR

END TO END

EFFICIENCY

DOMESTIC HOT WATER

ENTERING DRY BULB

ENTERING AIR TEMPERATURE

DRAWING

E E

DF

DIA or 0

DWH

E/A

E/E

EFF

EDB

EAT

EA

DS

DW

DWG

DP

DR

DIM

DISC

DN

DIAG

DET

MK

MOUNTED

MARK

N N

NIP

N.C.

NIPPLE

NORTH

NCOR

MTG

MOD

NS NON SLIP

NOMINAL

NUMBER

NTS

NOM

NO. or # N.O.

NON-CORROSIVE

NOT TO SCALE

NORMALLY OPEN

NORMALLY CLOSED

MODEL, MODIFY

EMERGENCY

ENCLOSURE

ELBOW

ELEVATION

ENGINEER

ESTIMATE

EQUIPMENT

ENTERING WET BULB

EXTERNAL STATIC PRESSURE

ELECTRIC, ELECTRICAL

EXISTING

EXPOSED

EXHAUST

EXTERIOR, EXTERNAL

EXPANSION JOINT

ENTERING WATER TEMPERATURE

ELECTRIC WATER COOLER

EXP JT

EXT

EXIST

EXP

EXH

EWT

ENGR

EWB

EWC

EST

ESP.

EQUIP

ENCL

EMER

ELL

ELEC

EL

EXHAUST FANEF

MISCELLANEOUSMISC

SUSP CLG

SQ FT or SF

AIR RECEIVERAR

REFRIGERATED AIR DRYERAD

CONDENSER WATER PUMPCWP

EMERGENCY EYE WASHEEW

EXPANSION TANKEX

FLOOR SINKFS

GROUND CLEANOUTGCO

S Y M B O L S L E G E N D

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

DIFFUSER/GRILLE

AIR DISCHARGE (CUB. FT/MIN)

AutoCAD SHX Text

AutoCAD SHX Text

N

KE

R

A

IR

F O

R C

E

BA

SE

, O

KL

AH

O M

A

PR

O

JE

C

T

IN

FO

R

M

AT

IO

N

D

ES

IG

N

F

IL

E

LO

C

AT

IO

N

R

EV

IS

IO

N S

M

AR

K

D

ES

IG

N

G R

O U

P:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL…