36C77018R9601-005.pdf

PROJECT DESCRIPTION

DRAWING INDEX

LOCATION MAP

GENERAL NOTES

· CONSTRUCTION OF A MEZZANINE AT CAGE AREA.

· INSTALLATION OF NEW DUCTWORK AT CAGE AREA.

· INSTALLATION OF NEW HVAC UNIT EXTERIOR OF NORTH WALL.

· MODIFICATIONS TO EXISTING LIGHTING AT CAGE AREA.

· INSTALLATION OF A VERTICAL RECIPROCATING CONVEYOR

(MATERIAL LIFT)

BRITANNIA DR.

ROADVALENCIA

PA

LO

V

ER

D E

HEMISPHERE LOOP

A

LV

ER

N

O N

W A

Y

SITE

PROJECT

GENERAL

GI001 COVER SHEET

ARCHITECTURE

AG001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS, ANNOTATIONS,

AND GENERAL NOTES

AG111 CODE COMPLIANCE - LIFE SAFETY

AL111 FLOOR & MEZZANINE PLANS

AB211 BUILDING ELEVATIONS-INTERIOR

STRUCTURAL

S001 STANDARD STRUCTURAL NOTES

S101 FOUNDATION PLAN - NEW MEZZANINE

S201 FOUNDATION DETAILS

S301 FRAMING PLAN - MEZZANINE

S401 FRAMING DETAILS

MECHANICAL

M001 MECHANICAL SPECIFICATIONS

M002 MECHANICAL SYMBOLS LEGEND

MD111 MECHANICAL DEMOLITION FLOOR PLAN

MH111 MECHANICAL HVAC NEW WORK FLOOR PLAN

MH112 MECHANICAL HVAC NEW WORK MEZZANINE PLAN

MH301 MECHANICAL SECTION VIEW

M501 MECHANICAL SCHEDULES AND SEQUENCE OF OPERATION

M502 MECHANICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED111 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E-111 FIRST FLOOR ELECTRICAL LIGHTING PLAN

E-121 MEZZANINE ELECTRICAL LIGHTING PLAN

E-701 ELECTRICAL SCHEDULES, CALCULATIONS, AND DETAILS

FIRE PROTECTION

FP111 FIRE PROTECTION EXISTING FLOOR PLAN

FP112 FIRE PROTECTION EXISTING FLOOR PLAN

FP113 FIRE PROTECTION NEW WORK FLOOR PLAN

1. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOB

BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES (IF ANY.) ARE

TO BE REFERRED TO THE COTR FOR SETTLEMENT.

2. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE:

2.1. TO THE FACE OF STUD AT STUD PARTITIONS AND FURRING

2.2. TO THE FACE OF CONCRETE, AND CONCRETE WALLS.

2.3. TO THE COLUMN GRID LINES.

3. DO NOT SCALE THE DRAWINGS.

4. THE CONTRACTOR SHALL COORDINATE ALL TRADES FOR ALL OPENINGS

THROUGH NEW OR EXISTING CONSTRUCTION FOR DUCTS, PIPES,

CONDUITS, CABINETS, AND EQUIPMENT. VERIFY SIZES, AND LOCATIONS.

5. USE APPROVED FIRE STOP SLEEVES, AND SEALANTS WHERE PIPES,

DUCTS, CONDUITS, OR OTHER SYSTEMS PENETRATE FIRE OR

SMOKE-RESISTIVE WALLS.

6. PACK MINERAL FIBER INSULATION AROUND PIPES, CONDUITS, DUCTS,

OR OTHER EQUIPMENT THAT PENETRATE NON-RATED PARTITIONS

7. VERIFY ALL ROUGH-IN DIMENSIONS, AND SERVICE CONNECTION

REQUIREMENTS FOR OWNER-FURNISHED EQUIPMENT, AND EQUIPMENT

INCLUDED IN THIS CONTRACT.

8. DO NOT COMMENCE WORK UNTIL OWNER HAS REMOVED EXISTING

FURNISHINGS, APPLIANCES, EQUIPMENT, COMPUTERS, MONITORS AND

DEMOUNTABLE OR MOVABLE DEVICES, SHELVES, SUPPLIES, ETC AND

HAS PROVIDED THE CONTRACTOR WITH WRITTEN NOTICE TO PROCEED.

9. PROTECT ALL ADJACENT SURFACES AND OWNER EQUIPMENT INSIDE

AND ADJACENT TO WORK AREA FROM DAMAGE NOT INDICATED AS

BEING REMOVED. DAMAGED SURFACES SHALL BE REPAIRED, AT NO

ADDITIONAL COST, TO THEIR ORIGINAL CONDITION OR PREPPED FOR

NEW FINISH WORK AS DENOTED.

10. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY: BARRIERS,

WARNING DEVICES, ENTRY PORTALS, ETC., AS NECESSARY TO

PROTECT OWNER EMPLOYEES AND THE PUBLIC DURING ALL

CONSTRUCTION ACTIVITIES.

11. WORK ACTIVITIES SHALL BE CONDUCTED IN SUCH A MANNER AS TO

MAINTAIN OPERATIONAL STATUS OF THE FACILITY, WHICH WILL

CONTINUE TO OPERATE DURING CONSTRUCTION OUTSIDE THE

WORKING HOURS NOTED ABOVE. THE CONTRACTOR SHALL ERECT

NECESSARY ENCLOSURES TO PROTECT OWNER EQUIPMENT AND

MATERIALS FROM DAMAGE DUE TO CONTRACTOR'S WORK ACTIVITIES,

DIRT, DUST, WATER, FIRE, THEFT OR VANDALISM. COORDINATE WITH

OWNER'S ONSITE SAFETY OFFICER FOR ALL REQUIREMENTS.

12. DEMOLITION OR ERECTION ACTIVITIES WHICH ARE DEEMED BY THE

CONTRACTOR TO BE TO HAZARDOUS TO MAINTAIN BUSINESS

OPERATIONS OR ACCESS BY THE PUBLIC OR SHALL INTERRUPT THE

AVAILABILITY OF UTILITY SERVICE SHALL REQUIRE THE CONTRACTOR

TO NOTIFY THE OWNER AND BUSINESSES AFFECTED BY THIS WORK OF

THE NEED FOR TEMPORARY CLOSURE AND SHALL PROVIDE A

SCHEDULE INDICATING THE DATES CLOSURE WILL BE NECESSARY AND

THE TYPE OF ACTIVITY THAT WILL BE OCCURRING DURING THAT

PERIOD.

13. THE ARCHITECT SHALL BE NOTIFIED OF ANY EXISTING BEARING WALL,

FOUNDATION COMPONENT, STRUCTURAL MEMBER, ANCHORING

CONDITION OR REUSED STRUCTURAL CONNECTION WHICH HAS BEEN

COMPROMISED BY FIRE, WATER, MOLD, DEMOLITION ACTIVITIES OR AGE

OR WHICH APPEARS TO BE SUBSTANDARD WITH RESPECT TO THE

STANDARDS DEFINED BY CURRENT CODE PRACTICES OF

CONSTRUCTION, FOR ASSESSMENT, PRIOR TO FURTHER WORK BEING

CONDUCTED IN THE SUSPECT AREA.

14. SURFACES DAMAGED BY DEMOLITION OR OPENINGS RESULTING FROM

REMOVED WALLS, DOORS, FIXTURES EQUIPMENT, CEILINGS, ETC. SHALL

BE REPAIRED SUCH THAT THE INTERIOR AND EXTERIOR SURFACES

MATCH THE SURROUNDING MATERIAL, TEXTURE, FINISH AND COLOR.

THE FINISHED SURFACE SHALL NOT BE DISTINGUISHABLE FROM THE

SURROUNDING SURFACE.

15. FIRE PROTECTED SURFACES DAMAGED BY DEMOLITION OR NEW

CONSTRUCTION ATTACHMENTS SHALL BE REFINISHED WITH LIKE

MATERIALS TO THE DEPTHS AND ASSEMBLIES OF THE SURROUNDING

FIRE PROTECTION SYSTEM.

TUCSON CONSOLIDATED MAIL OUTPATIENT PHARMACY

STORAGE MEZZANINE

3675 EAST BRITANNIA DRIVE

TUCSON, ARIZONA 85706

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ, 85716

(520) 881-4546 Ted Moeller

Engineering Discipline:

Turner Structural Engineering Company 3026 N. Country Club Tucson, AZ, 85716

(520) 323-3422 Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr. Tucson, AZ

762-18-01

Project Director

June 14, 2018Revisions: Date: GLHN Project No. 17073.00 MLH PMF

GI001

COVER SHEET

1. THE VA CMOP IS A MAIL OUTPATIENT PHARMACY FACILITY LOCATED AT

(ADDRESS). THEY PROVIDE SERVICES TO THE VA COMMUNITY IN

TUCSON AND THE SOUTHWEST REGION OF THE UNITED STATES

2. THE CURRENT FACILITY WORK HOURS ARE FROM 6 AM TO 12 PM

MONDAY THRU FRIDAY IN TWO SHIFTS. THE CONTRACTOR WILL HAVE

ACCESS TO THE AREA OF WORK IN THE FACILITY 24 HOURS A DAY,

SEVEN DAYS A WEEK AS COORDINATED WITH THE USERS. ALL

SIGNIFICANT VIBRATION INTENSIVE OR NOISY WORK SHALL OCCUR

OFF HOURS.

3. PHASING REQUIREMENTS: CONTRACTOR SHALL BE REQUIRED TO

PROVIDE A PHASING SCHEDULE TO DEPICT WHICH AREAS WORK WILL

BE PERFORMED AND THE DURATION OF EACH PHASE.

4. EXISTING EQUIPMENT: THERE IS AN EXISTING FREEZER IN THE AREA

OF WORK THAT WILL BE NEED CONTINUOUS ACCESS DURING

WORKING HOURS FOR THE DURATION OF THE PROJECT. THE

EXISTING AUTOMATION EQUIPMENT WITHIN THE CAGED AREA WILL BE

SHUT DOWN AND REMAIN IN PLACE DURING THE CONSTRUCTION.

OWNER WILL WRAP AND SEAL THIS EQUIPMENT PRIOR TO

CONTRACTOR COMMENCING WORK. CONTRACTOR SHALL PROTECT

EQUIPMENT FORM DAMAGE FOR THE DURATION OF THE PROJECT.

5. SUMMARY WORK INCLUDED: DEMOLITION AND REMOVAL OF

SELECTED PORTIONS OF BUILDING OR STRUCTURE. DEMOLITION AND

REMOVAL OF SELECTED SITE ELEMENTS. SALVAGE OF EXISTING ITEMS

TO BE REUSED OR RECYCLED.

6. MATERIALS OWNERSHIP: UNLESS OTHERWISE INDICATED, DEMOLITION

WASTE BECOMES PROPERTY OF CONTRACTOR. HISTORIC ITEMS,

RELICS, ANTIQUES, AND SIMILAR OBJECTS INCLUDING, BUT NOT

LIMITED TO, CORNERSTONES AND THEIR CONTENTS,

COMMEMORATIVE PLAQUES AND TABLETS, AND OTHER ITEMS OF

INTEREST OR VALUE TO OWNER THAT MAY BE UNCOVERED DURING

DEMOLITION REMAIN THE PROPERTY OF OWNER. CAREFULLY

SALVAGE IN A MANNER TO PREVENT DAMAGE AND PROMPTLY RETURN

TO OWNER.

7. PREDEMOLITION CONFERENCE: CONDUCT CONFERENCE AT PROJECT

SITE.

8. SUBMITTALS: SUBMIT ENGINEERING SURVEY OF CONDITION OF

BUILDING. PROVIDE PROPOSED PROTECTION MEASURES: SUBMIT

REPORT, INCLUDING DRAWINGS, THAT INDICATES THE MEASURES

PROPOSED FOR PROTECTING INDIVIDUALS AND PROPERTY, FOR DUST

CONTROL AND FOR NOISE CONTROL. INDICATE PROPOSED LOCATIONS

AND CONSTRUCTION OF BARRIERS. SCHEDULE OF SELECTIVE

DEMOLITION ACTIVITIES WITH STARTING AND ENDING DATES FOR

EACH ACTIVITY. PREDEMOLITION PHOTOGRAPHS OR VIDEO.

9. CLOSEOUT SUBMITTALS: INVENTORY OF ITEMS THAT HAVE BEEN

REMOVED AND SALVAGED.

10. FIELD CONDITIONS: OWNER WILL OCCUPY PORTIONS OF BUILDING

IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT

SELECTIVE DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE

DISRUPTED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR

BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS

PRACTICAL. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN

EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH

SELECTIVE DEMOLITION. HAZARDOUS MATERIALS: IT IS NOT EXPECTED

THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.

STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT

PERMITTED. IF SUSPECTED HAZARDOUS MATERIALS ARE

ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT

AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER

UNDER A SEPARATE CONTRACT. MAINTAIN FIRE-PROTECTION

FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS.

11. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN

IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE

DEMOLITION OPERATIONS. ARRANGE SELECTIVE DEMOLITION

SCHEDULE SO AS NOT TO INTERFERE WITH OWNER'S OPERATIONS.

12. WARRANTY: EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND

REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING

SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS AND

USING APPROVED CONTRACTORS SO AS NOT TO VOID EXISTING

WARRANTIES.

13. PERFORMANCE REQUIREMENTS: REGULATORY REQUIREMENTS:

COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE

BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND

DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241.

14. EXAMINATION: VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED

AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION

OPERATIONS.

15. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: EXISTING

SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS

INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE.

EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR

ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF

UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING

AREAS TO BE SELECTIVELY DEMOLISHED. OWNER WILL ARRANGE TO

SHUT OFF INDICATED SERVICES/SYSTEMS WHEN REQUESTED BY

CONTRACTOR. ARRANGE TO SHUT OFF UTILITIES WITH UTILITY

COMPANIES. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED,

RELOCATED, OR ABANDONED, PROVIDE TEMPORARY

SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION

AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER

PARTS OF BUILDING. DISCONNECT, DEMOLISH, AND REMOVE

FIRE-SUPPRESSION SYSTEMS, PLUMBING, AND HVAC SYSTEMS,

EQUIPMENT, AND COMPONENTS INDICATED ON DRAWINGS TO BE

REMOVED. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING

INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING PIPING

WITH SAME OR COMPATIBLE PIPING MATERIAL. PIPING TO BE

ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING WITH

SAME OR COMPATIBLE PIPING MATERIAL AND LEAVE IN PLACE.

EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND

REMOVE EQUIPMENT. EQUIPMENT TO BE REMOVED AND

REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN,

AND STORE EQUIPMENT; WHEN APPROPRIATE, REINSTALL,

RECONNECT, AND MAKE EQUIPMENT OPERATIONAL. EQUIPMENT TO

BE REMOVED AND SALVAGED: DISCONNECT AND CAP SERVICES AND

REMOVE EQUIPMENT AND DELIVER TO OWNER. DUCTS TO BE

REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED

AND PLUG REMAINING DUCTS WITH SAME OR COMPATIBLE DUCTWORK

MATERIAL. DUCTS TO BE ABANDONED IN PLACE: CAP OR PLUG DUCTS

WITH SAME OR COMPATIBLE DUCTWORK MATERIAL AND LEAVE IN

PLACE.

16. PROTECTION: TEMPORARY PROTECTION: PROVIDE TEMPORARY

BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT

INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND

FACILITIES TO REMAIN. TEMPORARY SHORING: DESIGN, PROVIDE, AND

MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS

REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT,

SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO

REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED

MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

REMOVE TEMPORARY BARRICADES AND PROTECTIONS WHERE

HAZARDS NO LONGER EXIST.

17. SELECTIVE DEMOLITION: GENERAL: DEMOLISH AND REMOVE EXISTING

CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW

CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO

COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING

REGULATIONS AND AS FOLLOWS: SITE ACCESS AND TEMPORARY

CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL

OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,

STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND

USED FACILITIES. NEATLY CUT OPENINGS AND HOLES PLUMB,

SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING

METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR

ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER

TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND

CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN. CUT OR

DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED

SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. DO

NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF

FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND

PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN

SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN

PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING

OPERATIONS. MAINTAIN FIRE WATCH DURING AND FOR AT LEAST TWO

HOURS AFTER FLAME-CUTTING OPERATIONS. LOCATE SELECTIVE

DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS

NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS,

OR FRAMING. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS

PROMPTLY. REMOVED AND SALVAGED ITEMS: CLEAN SALVAGED

ITEMS. PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS

OF CONTAINERS. STORE ITEMS IN A SECURE AREA UNTIL DELIVERY

TO OWNER. TRANSPORT ITEMS TO OWNER'S STORAGE AREA

DESIGNATED BY OWNER. PROTECT ITEMS FROM DAMAGE DURING

TRANSPORT AND STORAGE. REMOVED AND REINSTALLED ITEMS:

EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO

REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE

DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE

REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING

SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR

ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS

ARE COMPLETE. CLEAN AND REPAIR ITEMS TO FUNCTIONAL

CONDITION ADEQUATE FOR INTENDED REUSE. PACK OR CRATE ITEMS

AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF

CONTAINERS. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT

AND STORAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY

WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND

EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND

MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL

FOR USE INDICATED.

18. CLEANING: REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT

SITE [AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION

AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES

HAVING JURISDICTION. BURNING: DO NOT BURN DEMOLISHED

MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO

ACCUMULATE ON-SITE. REMOVE AND TRANSPORT DEBRIS IN A

MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND

AREAS. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY

CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO

GRADE LEVEL IN A CONTROLLED DESCENT. CLEAN ADJACENT

STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS

CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT

AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION

OPERATIONS BEGAN.

GENERAL DEMOLITION NOTES

1 REVIEW COMMENTS 2018/08/07

ARCHITECTURAL ABBREVIATIONS

A.B.

A.B.C.

A/C

AC(T)

A.D.

ADJ

AFC

AFF

ALLOW

ALT

ALUM

AMP

A.O.

A.P.

AUTO

L

APPX.

ARCH

BD

B.L.

BLDG.

BM

B.M.

BOT

BRG

BSMT

BTWN

B.U.

B.F.

B.G.

BLK(G)

BRG.

CAB

C.B.

CEM

CEM PLAS

CER

CH

C.F.C.I.

CFM

C.I.

C.I.P.

CIR

C.J.

C.G.

C.L.

CLG

CLR

CMU

C.O.

COL

COMB

CONC

CONST

CONT

CPT

CSK

C.T.

C.W.

CORR.

CORRUG.

DEMO

DTL.

D.F.

DIA.

DIAG

DIM

DISP.

DN

DO

DR

D.S.

DWG

EA

EC

E.F.

E.J.

ELEC.

ELEV.

ENT

EQ

EQUIP

E.W.

EWC

EXH

EXIST OR E

EXP

EXT

F.A.

F.D.

F.C.O.

FDN

F.E.

FEC

FFE

FIN

FIXT.

FLSH

FLR

F.O.

F.S.

FT

FTG.

FURR

FUT

FV

GA

GALV

GL

GLB

GND

GWB

GYP.

H.B.

H.C.

HDW

H.M.

HORIZ

H.P.

HT

H.W.

HWR

I.D.

I.F.

IN.

INFO

INS

INT

J.B.

J.C.

JST

JT

KIT.

K.O.

L

LAB

LAV

LBS

LIN. FT.

MAS

MAT

MAX

M.B.

MC

MCJ

MECH

MEMB

MFG

MH

MIN.

MISC

ML

MO

MTD

MTG

MET

MUL

N/A

NIC

NOM

NO.

NTS

O.A.

O.C.

O.D.

O.F.

O.F.C.I.

O.F.O.I.

OH

OPNG

OPP

P

P.C.

PERIM.

PERP

PL

P.L.

PLAS

PL GL

PL. LAM.

PLYWD

PNL

PR

PROJ

PSI

PSF

PT

PTN

PVC

PTD

POL.

Q.T.

QTY

R

RA

R.C.P.

RECEPT

R.D.

REC

REF.

REFRIG.

REG

REINF

REQD

REV

RFG

R.H.

RM

R.O.

R.O.W.

RWL

S.C.

SCHED

S.D.

SECT.

SQ. FT.

SHT.

SIM.

SLV

SHT MET

SPEC.

SPKR

SQ.

S.S.

S. STL

ST

STD

STOR

STL

STRUCT

SUSP CLG

S.V.

T

T&G

TEL

TEMP

TH

THR

T.O.

T.O.B.

T.O.C.

T.O.F.

T.O.J.

T.O.M.

T.O.P.

T.O.W.

T.T.B

TV

TYP.

UNO

UON

V

VCP

VCT

VERT

VT.

VTR

V.W.C.

FIRE ALARM

FLOOR DRAIN

FLOOR CLEAN OUT

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR ELEVATION

FINISH

FIXTURE

FLASHING

FLOOR

FACE OF

FLOOR SINK

FEET, FOOT

FOOTING

FURRING

FUTURE

FIELD VERIFY

GAUGE

GALVANIZED

GLASS

GLUE LAMINATED BEAM

GROUND

GYPSUM WALL BOARD

GYPSUM

HOSE BIB

HOLLOW CORE

HARDWARE

HOLLOW METAL

HORIZONTAL

HORSEPOWER

HEIGHT

HOT WATER

HOT WATER RETURN

INSIDE DIAMETER

INSIDE FACE

INCH (ES)

INFORMATION

INSULATION

INTERIOR

JUNCTION BOX

JANITOR CLOSET

JOIST

JOINT

KITCHEN

KNOCK OUT

LONG, LENGTH

LABORATORY

LAVATORY

POUNDS

LINEAR FEET

MASONRY

MATERIAL

MAXIMUM

MACHINE BOLT

MECHANICAL CONTRACTOR

MASONRY CONTROL JOINT

MECHANICAL

MEMBRANE

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

METAL LATH

MASONRY OPENING

MOUNTED

MOUNTING

METAL

MULLION

NOT APPLICABLE

NOT IN CONTRACT

NOMINAL

NUMBER

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OWNER FURNISHED, CONTRACTOR

INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OVERHEAD

OPENING

OPPOSITE

ANCHOR BOLT GA GAUGE

AGGREGATE BASE COURSE

AIR CONDITIONING

ACOUSTICAL CEILING (TILE)

ACCESS DOOR

ADJACENT

ABOVE FINISH CEILING

ABOVE FINISH FLOOR

ALLOWANCE

ALTERNATE

ALUMINUM

AMPERE

ACCESS OPENING

ACCESS PANEL

AT

AUTOMATIC

ANGLE

APPROXIMATE(LY)

ARCHITECT(URAL)

BOARD

BUILDING LINE

BUILDING

BEAM

BENCH MARK

BOTTOM

BEARING

BASEMENT

BETWEEN

BUILT UP

BELOW FLOOR

BELLOW GRADE

BLOCK(ING)

BEARING

CABINET

CATCH BASIN

CEMENT

CEMENT PLASTER

CERAMIC

CHANNEL

CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CUBIC FEET PER MINUTE

CAST IRON

CAST IN PLACE

CIRCUIT

CONTROL JOINT

CORNER GUARD

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

COMBINATION

CONCRETE

CONSTRUCTION

CONTINUOUS

CARPET

COUNTERSINK

CERAMIC TILE

COLD WATER

CORRIDOR

CORRUGATED

DEMOLISH (DEMOLITION)

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DOWN

DITTO

DOOR

DOWNSPOUT

DRAWING

EACH

ELECTRICAL CONTRACTOR

EACH FACE

EXPANSION JOINT

ELECTRICAL

ELEVATION

ENTRANCE

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPANSION

EXTERIOR

PAVEMENT

PULL CHAIN

PERIMETER

PERPENDICULAR

PLATE

PROPERTY LINE

PLASTER

PLATE GLASS

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PROJECT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRESSURE TREATED

PARTITION

POLYVINYL CHLORIDE

PAINTED

POLISHED

QUARRY TILE

QUANTITY

RISER OR RADIUS

RETURN AIR

REFLECTED CEILING PLAN

RECEPTACLE

ROOF DRAIN

RECESSED

REFERENCE

REFRIGERATOR

REGISTER

REINFORCEMENT

REQUIRED

REVISION

ROOFING

RIGHT HAND

ROOM

ROUGH OPENING

RIGHT OF WAY

RAIN WATER LEADER

SOLID CORE

SCHEDULE

STORM DRAIN

SECTION

SQUARE FOOT

SHEET

SIMILAR

SHORT LEG VERTICAL

SHEET METAL

SPECIFICATION(S)

SPEAKER

SQUARE

SERVICE SINK

STAINLESS STEEL

STATION

STANDARD

STORAGE

STEEL

STRUCTURAL

SUSPENDED CEILING

SHEET VINYL

TREAD

TONGUE AND GROOVE

TELEPHONE

TEMPERED

THICK

THRESHOLD

TOP OF

TOP OF BEAM

TOP OF CURB

TOP OF FOOTING

TOP OF JOIST

TOP OF MASONRY

TOP OF PARAPET

TOP OF WALL

TELEPHONE TERMINAL BOARD

TELEVISION

TYPICAL

UNLESS NOTED OTHERWISE

UNLESS OTHERWISE NOTED

VENTILATION

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VERTICAL

VENT

VENT THROUGH ROOF

VINYL WALL COVER

W/

W.C.

WCO

WD

WDW

WHI

WP

W.R.

WRGWB

WSCT

WT

WWM

YD.

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WINDOW

WARNOCK HERSEY INTERNATIONAL

WATER PROOF

WATER RESISTANT

WATER RESISTANT GYPSUM WALL

BOARD

WAINSCOT

WEIGHT

WELDED WIRE MESH

YARD

GENERAL NOTES:

1. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK.

DISCREPANCIES (IF ANY.) ARE TO BE REFERRED TO THE PROJECT ARCHITECT / ENGINEER FOR SETTLEMENT.

2. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE:

A. TO THE FACE OF STUD AT STUD PARTITIONS AND FURRING.

B. TO THE FACE OF CONCRETE, AND CONCRETE WALLS.

C. TO THE COLUMN GRID LINES.

D. WHERE NOTED, "F.F" DIMENSION IS TO FACE OF EXISTING FINISH.

E. WHERE NOTED, "ALIGN" LOCATE NEW WORK TO ALIGN FINISHED SURFACES.

3. DO NOT SCALE THE DRAWINGS.

4. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE (6) INCHES FROM FACE OF FINISH IN

ADJACENT RIGHT ANGLE WALL TO EDGE OF DOOR OPENING AT HINGE SIDE (OR 18" MIN. TO THE LATCH SIDE), OR

CENTERED BETWEEN ROOM PARTITIONS, AS SHOWN.

5. ALL FIRE RATED WALLS AND SMOKE PARTITIONS ARE TO BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF

STRUCTURE ABOVE UNLESS NOTED OTHERWISE OR WHEN THE CEILING ASSEMBLY IS RATED.

6. WHERE ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, OR OTHER ITEMS ARE RECESSED IN FIRE RATED FIXTURES, WALLS OR PARTITIONS, LINE THE BACK AND SIDES OF THE WALL AND RECESS WITH GYPSUM WALL BOARD TO

MAINTAIN FIRE-RESISTIVE CONSTRUCTION OF THE WALL.

7. THE CONTRACTOR SHALL COORDINATE ALL TRADES FOR ALL OPENINGS THROUGH NEW OR EXISTING

CONSTRUCTION FOR DUCTS, PIPES, CONDUITS, CABINETS, AND EQUIPMENT. VERIFY SIZES, AND LOCATIONS.

8. USE APPROVED FIRE STOP SLEEVES, AND SEALANTS WHERE PIPES, DUCTS, CONDUITS, OR OTHER SYSTEMS

PENETRATE FIRE OR SMOKE-RESISTIVE WALLS.

9. PACK MINERAL FIBER INSULATION AROUND PIPES, CONDUITS, DUCTS, OR OTHER EQUIPMENT THAT PENETRATE NON-

RATED PARTITIONS.

10. VERIFY ALL ROUGH-IN DIMENSIONS, AND SERVICE CONNECTION REQUIREMENTS FOR OWNER-FURNISHED

EQUIPMENT, AND EQUIPMENT INCLUDED IN THIS CONTRACT.

11. ALL TRADES WORKING CONCURRENTLY TOGETHER WHICH ARE INTERDEPENDENT INSTALLATIONS SHALL

COORDINATE AND SEQUENCE THEIR INSTALLATIONS TO FACILITATE THE TIMELY INSTALLATION OF BOTH TRADES.

12. G.C. SHALL COORDINATE ALL TRADES, PRIOR TO THE START OF AND DURING, THE WORK, TO ASSURE PROPER

SEQUENCING OF THE CONSTRUCTION AND COMPLIANCE WITH THE CONSTRUCTION SCHEDULE.

13. G.C. SHALL OVERSEE ALL TRADE WORK WITH EMPHASIS ON WORK WHICH IS TO RECEIVE THAT OF A SUBSEQUENT

TRADE. THE G.C. SHALL REVIEW, WITH THE SUCCEEDING TRADE, THE SUPPORTING WORK AND TAKE CORRECTIVE

ACTION ON DEFECTIVE WORK.

14. ALL TRADES SHALL REPORT DEFECTIVE CONDITIONS OF OTHER WORK INTENDED TO SUPPORT THEIR INSTALLATION 5

WORKING DAYS PRIOR TO THEIR SCHEDULED START DATE.

14. ALL WORK OUTSIDE THE BUILDING ENVELOPE SHALL REQUIRE THE LOCATION OF UNDERGROUND UTILITIES, IN THE SUBJECT

WORK AREA, TO BE IDENTIFIED BY BLUESTAKE AT GRADE. IDENTIFICATION SHALL INDICATED ROUTE AND UTILITY TYPE.

UTILITIES DISCOVERED BUT NOT IDENTIFIED ON THE SURVEY OR CIVIL / ARCHITECTURAL UTILITY / SITE PLANS OR WHOSE

ROUTES DO NOT CONFORM TO THOSE INDICATED ON THE SURVEY OR CIVIL / ARCHITECTURAL UTILITY / SITE PLANS SHALL

BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT / ENGINEER BEFORE BEGINNING WORK IN THAT AREA.

15. NEW MATERIALS, EQUIPMENT, ASSEMBLIES, COMPONENTS, ACCESSORIES, ETC. SHALL MATCH & CONFORM TO THE

SAME PRODUCTS IN THE EXISTING FACILITY AS DEFINED IN THE OWNER'S 'MAINTENANCE & OPERATIONS' STANDARD

TO ASSURE UNIFORMITY, INTERCHANGEABILITY, AND COMPATIBILITY WITH AND BETWEEN EXISTING AND NEW.

16. COORDINATE THE LOCATION OF TEMPORARY CONSTRUCTION FACILITIES WITH THE OWNERS REPRESENTATIVE AND FACILITY

OPERATIONS MANAGER (AS APPLICABLE) TO PROVIDE PARKING AND EXTERIOR LAYDOWN STORAGE SPACE.

17. THE STORAGE OF MATERIALS AND EQUIPMENT SHALL COMPLY WITH CHAPTER 33 OF THE IBC. ALL MATERIALS AND EQUIPMENT

MUST BE STORED AND PLACED SO AS NOT TO ENDANGER THE PUBLIC, THE WORKERS OR ADJOINING PROPERTY FOR THE

DURATION OF CONSTRUCTION

18. G.C. SHALL COORDINATE THE INSTALLATION OF ALL CONCRETE SLAB AND DECK WORK WITH THE ARCHITECTURAL DIMENSION

AND SLAB PLANS FOR THE LIMITS, CONFIGURATION AND SLOPES REQUIRED TO FACILITATE DRAINAGE TOWARD THE INDICATED

FLOOR DRAIN(S) AND SET DRAIN HEIGHTS AS REQUIRED TO INTERFACE WITH THE FINAL FLOOR FINISH. IN ADDITION THE G.C.

SHALL REVIEW WITH THE PLUMBING SUBCONTRACTOR AND IDENTIFY ANY FLOOR DRAIN CONDITIONS WHERE SLAB SLOPES

HAVE NOT BEEN INDICATED AND NOTIFY THE ARCHITECT OF RECORD OF SUCH CONDITIONS 2 WEEKS PRIOR TO THE

INSTALLATION OF CONCRETE.

A. FLOOR SLOPES SHALL BE 1/8" PER FOOT.

B. MAINTAIN MIN. CONC. COVERAGE OF CONCRETE REINF AS INDICATED ON STRUCTURAL DRAWINGS.

i. WHERE CONCRETE SLAB THICKNESS IS REQUIRED TO BE REDUCED REDUCTION CAN NOT EXCEED 1"

ii. RATED FLOOR ASSEMBLIES OF REDUCED THICKNESS SHALL RECEIVE SPRAY APPLIED FIRE PROOFING

TO THE (CONCEALED) BOTTOM SIDE OF SUFFICIENT THICKNESS TO ADD 1 HOUR OF FIRE PROOFING

PROTECTION.

19. STANDARDS - WARNOCK HERSEY INTERNATIONAL (WHI) INTERTEK. AS AN OSHA RECOGNIZED NRTL LAB, PERFORMS

PRODUCT COMPLIANCE TESTING FOR COMPLIANCE WITH: ANSI, UL, ASTM, CCMC, CSA, EPS, ICBO AND ULC

STANDARDS.

DIMENSION LINE

DIM

SCALE:1

View Name

1/8" = 1'-0"

DRAWING BLOCK TITLE

ELEVATION REF.

EXTERIOR

A101

A1

ELEVATION INDICATOR

GROUND FFE = 100'-0"

CENTER LINE INDICATOR

FEATURES ABOVE LINE

CONTRACT LIMIT LINE

DEMOLITION LINE

SSSS

SSSS

SSSS

SSSS

FIRE RESISTIVE RATED

2 HOUR

FIRE RESISTIVE RATED

1 HOUR

FIRE RATED, SMOKE BARRIER

1 HOUR

FIRE RATED, SMOKE BARRIER

2 HOUR

HIDDEN FEATURE LINE

NEW LINE

PROPERTY LINE

BREAK, ROUND

BREAK, STRAIGHT

Room Name

121-100

Room Code Stand.

ROOM TAGRM #

PROGRAM

SQ. FT.

112-100

SEQUENCE NUMBER

KEY PLAN ZONE

KEY PLAN AREA

BUILDING LEVEL

MODIFIER

DRAWING

MARK

SHEET

NUMBER

MODIFIER

DRAWING

MARK

DRAWING

MARK

SHEET

NUMBER

SHEET

NUMBER

MATCHLINE / VIEW

REFERENCE TAG

DETAIL CALLOUT

DETAIL SECTION

ELEVATION REF.

INTERIOR

GRID HEAD

GRID HEAD - EXISTING

LEVEL TAG

GROUND FFE = 100'-0"

A1

A101

SIM

A1

A101

A101

A1

A3

A2A4

100'-0"

LEVEL NAME

SIM

1/A101

ARCHITECTURAL ANNOTATION SYMBOLS

A00

WINDOW / GLAZED

PANEL TAG

MARK

FIRE

RATING

(MINUTES)

100A

90 000

DOOR TAG

FIRE

RATING

(MINUTES)

HARDWARE MARK

MARK

WALL TAG

CONST. NOTE

TAG

DEMOLITION

TAG

SPECIALTY

EQUIPMENT

TAG

REVISION

TAG

A00

0'- 0"

CEILING TAGMARK

HEIGHT

ACTUAL

SQ. FT.

X.000

90 00

FIRE RATING

(MINUTES)

SOUND RATING

(STC)

MARK

DRAWING

MARK

SHEET

NUMBER

MODIFIER

DRAWING

MARK

SHEET

NUMBER BUILDING SECTION

SIM

A1

A101

A1

A101 or or or or

100'-0" .

or

FIRE RESISTIVE RATED

3 HOUR

or

FIRE RESISTIVE RATED

4 HOURor

FIRE RATED, SMOKE BARRIER

3 HOUR

FIRE RATED, SMOKE BARRIER

4 HOUR

or or

FURNISHING

TAG

C-0

X

SCHEDULE REF.

M = MEDICAL EQUIP.

D = DENTAL EQUIP.

O = OPERATIONS EQUIP.

R = RESTROOM EQUIP.

F = FOOD SERVICE

EQUIP.

L = LAB EQUIP.

MARK

C = CHAIR S = SHELF

D = DESK BS = BOX

SHELF

T = TABLE

MARK

MILL /

CASEWORK

TAG

B24

B = BASE CABINET

DB = DRAWER BASE

SB = SINK BASE CABINET

W = WALL CABINET

MARK (WIDTH INCHES)

XX XX

XX

PHASE

(E) EXISTING

GA. (STEEL)

MIL. THICKNESS (STEEL)

AL111

SHEET NUMBERING

SHEET SEQUENCE 1-9

LEVEL

DRAWING TYPE / VIEW

ASSEMBLY / FUNCTION

DISCIPLINE (ARCHITECTURAL)

0 - GENERAL / CODE 5 - DETAILS

1 - PLANS 6 - DIAGRAMS

2 - ELEVATIONS 7 - SCHEDULES

3 - SECTIONS 8 - SPECIFICATIONS

4 - ENLARGED VIEWS 9 - IMAGERY

A - AREA R - ROOF

B - BUILDING S - SITE

C - CEILINGS V - VERTICAL CIRC.

D - DEMOLITION W - WALLS

G - GENERAL X - DETAILS

I - INTERIORS Y - SCHEDULES

L - LEVEL Z - SPECIFICATION

OCC

EWR

EWP

ROOM OCCUPANT LOAD

EXIT WIDTH REQUIRED

EXIT WIDTH PROVIDED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Engineering Discipline: A/E:

C U s e rs

\s k e s s le r\ D o c u m e n ts

\1

.0

V

A T u c s o n

C M

O P

S to ra g e M e z z a n in e

A

R C

H

(R

G L

H N s k e s s le r.

rv t

/1

/2

:2

:2

P

M

AG001

ARCH. ABBREV., SYMBOLS,

ANNOTATIONS AND GEN. NOTES

Turner Structural Engineering

3026 N. Country Club

Tucson, AZ 85716

(520) 323-3422

Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr., Tucson, AZ

762-18-01

Project Director

June 14, 2018 BH SK/EP

100% CONSTRUCTION

DOCUMENTS

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ 85716

(520) 881-4546

Ted Moeller

GLHN PROJECT # 17073.00

Revisions: Date:

10-0

10-0

10-0

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

STORAGE

STORAGE

OFFICE

OFFICE

COMPUTER

TELEPHONE

TRAINING

UPS

HALLWAY

TRAININGOFFICE STORAGE

HALLWAY

HALLWAY

HALLWAY

OFFICEOFFICEOFFICEOFFICEOFFICESTORAGE

JANITOR

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

HALLWAY

WOMENS

MENS

RECEPTION

COPY ROOMSTORAGE STORAGE

BREAKROOM

MENS

WOMEN

WOMEN

VESTIBULE

LAUNDRY

WOMEN LKRWOMEN'S TLT

MEN

MENS LKR

MEN'S TLT

BREAKROOM

VESTIBULE

SHIP/RECV-

ELEC

OFFICE

WOMEN

MEN

WOMEN'S SHWR

MEN'S SHWR

126 125 123 122 121 120

162 127

136135

1 2

3 4

5 6 7 8 9 10

A

B

C

D

A

B

C

D

EE

D.9

9 101 8765432

39'-8" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 39'-4"

1_

" 5'-0"

358'-8"

A

A

B

CODE SUMMARY

PERMIT EXISTING BUILDING

EXISTING BUILDING PERMITED IN 2004, PERMIT NO. T04CM01811. THE FOLLOWING INFORMATION IS TAKEN FROM

THE ORIGINAL BUILDING CODE DATA PERMITTED UNDER THE IBC 2000.

APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE (IBC) AND LOCAL AMENDMENTS

2011 NATIONAL ELECTRIC CODE (NEC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL FUEL GAS CODE (IFGC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL MECHANICAL CODES (IMC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL PLUMBING CODE (IPC) AND LOCAL AMENDMENTS

2012 INTERNATIONAL FIRE CODE (IFC) AND LOCAL AMENDMENTS

CITY OF TUCSON/PIMA COUNTY OUTDOOR LIGHTING CODE

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

SECTION 306, FACTORY GROUP F

306.1 MODERATE-HAZARD FACTORY INDUSTRIAL GROUP F-1

F OCCUPANCY INCLUDES... THE USE OF A BUILDING...FOR ASSEMBLING, DISASSEMBLING, FABRICATING, FINISHING, MANUFACTURING, PACKAGING, REPAIR OR PROCESSING OPERATIONS THAT ARE NOT CLASSIFIED AS A GROUP H

HAZARDOUS OR GROUP S STORAGE OCCUPANCY.

F-1 OCCUPANCY INCLUDES;

ENGINES (INCLUDING REBUILDING)

MACHINERY

METALS

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS

CONSTRUCTION TYPE: TYPE II-B

ALLOWABLE ACTUAL % OF TOTAL

BUILDING HEIGHT: 50-FEET 31-FEET

BUILDING AREA: F-1 (INCL A3) 79,299 SQ. FT. 64,023 SQ. FT. = 81%

B 117,669 SQ. FT. 17,175 SQ FT. = 15%

96% < 1, COMPLIES

BUILDING ALLOWABLE AREA (Aa) FOR EACH PORTION OF THE BUILDING PLUS SPRINLER INCREASE 'Is' (3x) PLUS

FRONTRAGE INCREASE (If) (PER 506.1 WIDTH LIMITS, EXCEPTION INCREASE 'W' VALUE LIMIT TO 2) = TOTAL Aa.

F-1 = 15,500 BASIC Aa + 46,500 Is + 17,299 If = 79,299

B = 23,000 BASIC Aa + 69,000 Is + 25,669 If = 117,669

MEZZANINES

505.2 MEZZANINES.

A MEZZANINE OR MEZZANINES IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED A PORTION OF THE

STORY BELOW. SUCH MEZZANINES SHALL NOT CONTRIBUTE TO EITHER THE BUILDING AREA OR NUMBER OF STORIES

AS REGULATED BY SECTION 503.1.

505.2.1 AREA LIMITATION.

THE AGGREGATE AREA OF A MEZZANINE OR MEZZANINES WITHIN A ROOM SHALL BE NOT GREATER THAN ONE-

THIRD OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE LOCATED.... IN DETERMINING THE

ALLOWABLE MEZZANINE AREA, THE AREA OF THE MEZZANINE SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE

ROOM.

505.2.3 OPENNESS.

A MEZZANINE SHALL BE OPEN AND UNOBSTRUCTED TO THE ROOM IN WHICH SUCH MEZZANINE IS LOCATED EXCEPT

FOR WALLS NOT MORE THAN 42 INCHES (1067) IN HEIGH, COLUMNS AND POSTS.

EXCEPTION 5. IN OCCUPANCIES OTHER THAN GROUPS H AND I, THAT ARE NO MORE THAN TWO STORIES

ABOVE GRADE PLANE AND EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.3.1.1, A MEZZANINE HAVING TWO OR MORE MEANS OF EGRESS SHALL

NOT BE REQUIRED TO BE OPEN TO THE ROOM IN WHICH THE MEZZANINE IS LOCATED.

TABLE 508 REQUIRED SEPARATION OF OCCUPANCIES

IN A FIRE SPRINKLERED BUILDING NO SEPARATION IS REQUIRED BETWEEN F-1 AND B OCCUPANCIES. THE

ACCESSORY A-3 OCCUPANCY IS LESS THAN 10% OF THE PRIMARY F-1 OCCUPANCY AND THERE FORE IS

CONSIDERED PART OF THE F-1 OCCUPANCY PER SECTION 508.2.4

TABLE 601 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (HOURS) TYPE II-B CONSTRUCTION

PRIMARY STRUCTUAL FRAME = 0

BEARING WALLS EXTERIOR = 0

BEARING WALLS INTERIOR = 0

NONBEARING WALLS AND PARTITIONS EXTERIOR = 0 (GREATER THAN 30 FEET SEPARATION)

NONBEARING WALLS AND PARTITIONS INTERIOR = 0

FLOOR CONSTRUCTION = 0

ROOF CONSTRUCTION = 0

AL119

G6

SIM

AL119

G3

SIM

5 6 74.2 4.5 5.5 6.5 7.5 7.74

B

A.6

A A.1

A.3

PER 505.2.3 MEZZANINE

ENCLOSURE ALLOWED.

STORAGE MEZZANINE

PER 505.2.1 MEZZANINE IS LESS

THAN 1/3 OF THE AREA OF ROOM

WHERE LOCATED

5825 / 54979 = 10.6%, COMPLIES.

OCCUPANT LOAD 5825 / 300 = 20 OCC.

TWO EXITS PROVIDED PER TABLE

1021.2 - TRAVEL DISTANCE EXCEEDS 75 FEET.

59778 SF

F-1

3750 SF

A-3

16619 SF

B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Engineering Discipline: A/E:

C U s e rs

\s k e s s le r\ D o c u m e n ts

\1

.0

V

A T u c s o n

C M

O P

S to ra g e M e z z a n in e

A

R C

H

(R s k e s s le r_ G

L H

N .r v t

/6

/2

:0

:2

P M

AG111

CODE COMPLIANCE - LIFE SAFETY

Turner Structural Engineering

3026 N. Country Club

Tucson, AZ 85716

(520) 323-3422

Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr., Tucson, AZ

762-18-01

Project Director

August 07, 2018 BH SK

100% CONSTRUCTION

DOCUMENTS

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ 85716

(520) 881-4546

Ted Moeller

GLHN PROJECT # 17073.00

LEGEND - OCCUPANCY ANALYSIS TABLE

L.T. = '<' LESS THAN

MFA = MAX FLOOR AREA (PER OCCUPANT)

N.A. = NOT APPLICABLE

N.P. = NOT PERMITTED

N.R. = NOT REQUIRED

O.C. = OCCUPANCY CLASSIFICATION

O.L. = OCCUPANT LOAD

1. AREAS ARE DERIVED BASED ON THE INTERIOR PERIMETER WALL LIMITS AS DETERMINED BY IBC

SECTION 1002 'DEFINITIONS - FLOOR AREA, GROSS" WHICH ARE BASED ON THE "INSIDE

PERIMETER OF THE EXTERIOR WALLS".

2. ZONE COLUMN DEFINES AREAS SEPARATED BY 1 HR OR GREATER FIRE SEPARATION WALLS

3. ADJUSTED (O.L.) COLUMN ADJUSTS THE OCCUPANT LOAD BASED ON ACTUAL LOAD

CONDITIONS, EITHER AS A KNOWN FIXED OCCUPANCY OR CUMULATIVE LOADING AS

EXPERIENCE BY EXIT CORRIDORS.

4. AREAS EXCLUDED FROM THE OCCUPANCY CALCULATION UNDER THE 'NET' AREA ASSIGNMENT

OF IBC TABLE 1004.1.2 INCLUDE: CORRIDORS, HALLWAYS, RESTROOMS, JANITOR CLOSETS,

STAIRWELLS, MECHANICAL ROOMS, CLOSETS, VERTICAL SHAFTS AND ELEVATORS.

5. AREAS EXCLUDED BASED ON USE RELATIONSHIP BEYOND THIS IMPROVEMENT

> A106 AUTO REPAIR - EXTERIOR BAY NOT ENCLOSED, NOT PART OF THE CHAPEL FUNCTION

> A107, 108 & 109 SERVE THE RETAIL FUNCTION, NOT PART OF THE CHAPEL FUNCTION

6. AREA EXCLUDED FROM THE OCCUPANCY CALCULATION UNDER 1018.6 CORRIDOR CONTINUITY

PROVISION OF THE 2012 IBC. LOBBY IS DEFINED AS A CORRIDOR, NOT AN INTERVENING ROOM

7. AREA CATEGORIZED AS A 'B' OCCUPANCY UNDER 2012 IBC 303.1.2 ITEM 2

CPET = COMMON PATH EGRESS TRAVEL

DISTANCE TO TWO SEPARATE AND

DISTINCT PATHS OF EGRESS

EATD = EXIT ACCESS TRAVEL DISTANCE

DISTANCE TO AN EXIT: EXTERIOR EXIT DOOR

TO PUBLIC WAY, EXIT STAIRS & RAMPS, RATED

EXIT PASSAGEWAYS, HORIZ. EXITS)

ETD = EXIT TRAVEL DISTANCE

F.S. = FIRE SPRINKLED

G.T. = '>' GREATER THAN

OCCUPANCY ANALYSIS NOTES:

ADD ENTIRE SHEET

No. Revisions: Date:

1 REVIEW COMMENTS 2018-07-18

UP

UP

1. WHERE ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, OR OTHER ITEMS ARE RECESSED IN FIRE

RATED FIXTURES, WALLS OR PARTITIONS, LINE THE BACK AND SIDES OF THE WALL AND RECESS WITH

GYPSUM WALL BOARD TO MAINTAIN FIRE-RESISTIVE CONSTRUCTION OF THE WALL.

2. THE CONTRACTOR SHALL COORDINATE ALL TRADES FOR ALL OPENINGS THROUGH NEW OR

EXISTING CONSTRUCTION FOR DUCTS, PIPES, CONDUITS, CABINETS, AND EQUIPMENT. VERIFY

SIZES, AND LOCATIONS.

3. USE APPROVED FIRESTOP SLEEVES, AND SEALANTS WHERE PIPES, DUCTS, CONDUITS, OR OTHER

SYSTEMS PENETRATE FIRE OR SMOKE-RESISTIVE WALLS.

4. PACK MINERAL FIBER INSULATION AROUND PIPES, CONDUITS, DUCTS, OR OTHER EQUIPMENT THAT

PENETRATE NON-RATED PARTITIONS.

5. VERIFY ALL ROUGH-IN DIMENSIONS, AND SERVICE CONNECTION REQUIREMENTS FOR OWNER-

FURNISHED EQUIPMENT, AND EQUIPMENT INCLUDED IN THIS CONTRACT.

6. ALL TRADES WORKING CONCURRENTLY TOGETHER WHICH ARE INTERDEPENDENT INSTALLATIONS

SHALL COORDINATE AND SEQUENCE THEIR INSTALLATIONS TO FACILITATE THE TIMELY

INSTALLATION OF BOTH TRADES.

7. ALL TRADES SHALL REPORT DEFECTIVE CONDITIONS OF OTHER WORK INTENDED TO SUPPORT

THEIR INSTALLATION 5 WORKING DAYS PRIOR TO THEIR SCHEDULED START DATE.

8. NEW MATERIALS, EQUIPMENT, ASSEMBLIES, COMPONENTS, ACCESSORIES, ETC. SHALL MATCH &

CONFORM TO THE SAME PRODUCTS IN THE EXISTING FACILITY AS DEFINED IN THE OWNER'S

'MAINTENANCE & OPERATIONS' STANDARD TO ASSURE UNIFORMITY, INTERCHANGEABILITY, AND

COMPATIBILITY WITH AND BETWEEN EXISTING AND NEW.

9. ALL EXISTING AND NEW PENETRATIONS THROUGH NON-RATED WALL MEMBRANES, ABOVE

CEILINGS, SHALL BE SEALED WITH DRYWALL TAPE AND MUD, AIR TIGHT, BOTH SIDES OF WALL. AT

VISUALLY EXPOSED FACES WHERE NO CEILING IS PRESENT FINISH AND PAINT ADJACENT SURFACE

TO MATCH EXISTING OR AS SCHEDULED FOR NEW WORK.

10. PER IBC 2012, 703.7 FIRE BARRIERS, SMOKE BARRIERS, AND SMOKE PARTITIONS SHALL BE

PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SEE GENERAL

NOTES (FIRE ASSEMBLIES) HEREIN FOR ADDITIONAL INFO.

11. VERIFY ALL DIMENSIONS WITH MANUFACTURER.

GENERAL NOTES:

5 6 74.2 4.5 5.5 6.5 7.5 7.74

B

A.6

A

HR

HR

HR

HR

(E) GATE TO BE

RELOCATED -

COORDINATE

WITH COLUMN.

MODIFY GATE AND FENCE AS REQUIRED

TO FIT UNDER MEZZANINE STRUCTURE

PANELS = 10' X 15'

WITH 5'-0" DIVISIONS, TYP.

F1

AB211

20'-0"

2"X2" COLUMNS

@ 10'-0" O.C., TYP.

2"X2" COLUMNS

@ 10'-0" O.C., TYP.

± 2'-0" 7'-0"

4'-0" 2'-5 15/16"

VERIFY EXIST.

6'-2" 10'-0"

A.1

A.3

'-9

3/

6"

'-6

/2

8'

-0

2' -0

(E) (E) (E) (E)

(E)(E)(E)(E)

AL111

B7

AL111

B7

'-0

7'-0" 13'-0" 20'-0" 21'-0" 19'-0" 20'-0" 20'-0" 20'-0" 8'-0"

SAW CUT FLOOR, DEMO,

AND POUR BACK CONC.

FLOOR PER STRUCTURAL

PLANS, TYP. AT ALL NEW

T.S. COLUMNS

T.S. COLUMN, SEE

STRUCTURAL PLANS,

TYP.

EXISTING COLUMN, TYP.

FOR SECURITY GRILL, SEE

GENERAL NOTE A ON DRAWING

MH-111.

AREA FOR FUTURE

EQUIPMENT LIFT

(INFO TO BE

PROVIDED).

FREEZER

BOX TO

REMAIN

COORDINATE SAW CUT OF

FOOTING WITH FREEZER BOX

OVERHEAD DOOR

TO REMAIN

AL111

E7

OPENING IN FENCING FOR

CONVEYOR APPROX.

8" H x 24" FRAMED IN CHANNEL

SIMILAR TO EXISTING. FIELD

VERIFY WITH OWNER PRIOR

TO FABRICATING.

D5

AB211

5 6 74.2 4.5 5.5 6.5 7.5 7.74

B

A.6

A

+12'-0" AFF

1-1/8" T&G HARDWOOD PLYWOOD OVER STRUCT. STL. DECK.

INSTALL PANELS W/ A 4' STAGGERED OFFSET. SCREW TO STL.

DECK AT 6" O.C. AT PANEL EDGES AND 8" O.C. AT PANEL FIELD

WITH BUGLE HEAD SELF TAPPING SCREWS WITH SQUARE

DRIVE HEAD. COUNTERSINK SCREWS FLUSH TO THE 1/16" MAX

SO THAT HEADS ARE JUST BELOW THE FACE OF PLYWOOD.

PLYWOOD SHALL BE FINISHED EPOXY 80 MIL. THICK AS

FOLLOWS. FACE TO BE PLACED DOWN AGAINST DECK AND

UNEXPOSED EDGES SHALL BE COATED PRIOR TO

INSTALLATION. FACE TO BE PLACED UP/EXPOSED OR EDGES

THAT ARE EXPOSED SHALL BE COATED AFTER INSTALLATION.

JOINTS BETWEEN PANELS SHALL BE SEALED WITH A

POLYURETHANE SEALANT SUITABLE FOR PALLET JACK

LOADING TRAFFIC.

UTILITY CHASE TO 7'-0" AFF TYP. FIELD COORDINATE

LOCATION OF CHASES WITH REQUIRED UTILITY

RELOCATION AND NEW WORK

OPNG

3'-3 5/16"

O

PN

G

1' -8

/8

5.300

00 NA

5.300

00 NA

BOX OUT EXISTING

OVERHEAD DOOR

ASSEMBLY TO 7'-0" AFF

5' -0

8'

-0

0"

(N) 6' X 10' OPENING

(N) 42" HIGH OPENING

SAFETY BARRIER: MANUF. -

YELLOW GATE XL. VERIFY

MOUNTING

REQUIREMENTS WITH

MANUFACTURER.

3'-1" 3'-1"

VERIFY EXIST.

10'-0"

ROLLING GATE

BARNDOOR

CENTER GATE

SECTION ON EXISTING

LEVEL 1 ASILE

AREA FOR FUTURE

EQUIPMENT LIFT

(INFO TO BE

PROVIDED).

EXISTING HVAC PIPING TO

REMAIN AT 10' - 0" AFF

PROVIDE 14 G.A. BENT STEEL OPENING

PROTECTION INCLUDING HEAD.

F1

AB211

5.302

00 NA

GATE WITH BARN

DOOR HARDWARE

6'X10' CLEAR OPENING D3

AB211

TYP.

10'-0"

TYP.

10'-0" 6'-5 1/2" 3'-6 1/2" 10'-0" ± 6'-0"

MIN.

1'-0"

3'-0"

BELOW

D5

AB211

SIM.

A.1

A.3

AL111

B7

AL111

B7

(E) (E) (E) (E)

(E)(E)(E)(E)

5.300

00 NA

MEZZANINE CAGE

ENCLOSURE PER THE

IBC SECTION 505.2.3

(EXCEPTION 5), THE

MEZZANINE SHALL NOT

BE REQUIRED TO BE

OPEN TO THE ROOM IN

WHICH IT IS LOCATED

15'-0"

36" X 3" DIA. SCHEDULE 40

STEEL PIPE WELDED TO BEAM

BELOW. COORDINATE W/

STRUCTURAL. PROVIDE WELDED

CAP WITH 3/8" DIA. LOOP/ 1 1/2"

RADIUS WELDED TO TOP OF PIPE15'-5 3/4" +/-

/8

5.300

00 NA

AL111

D7

CHASE FOR EXISTING

FIRE RISER

1'-1 7/8"

/8

HR

HR

20 TREADS AT 11" AND 21 EQUAL

RISERS (APPROX. 6.86" EA.)

NOSING IN CONTRASTING

COLOR

GUARDRAIL

ON STRINGER

REQUIRED AREA OF LANDING

F5

AB211

4'-0" 18'-4" 4'-0"

3' -4

3/

4"

1/ 2"

1/

2" 2'

-6

/2

1/

2"

1/ 2"

3/

4"

MIN.

1'-0"

HANDRAIL EXTENSION, TYP.

WOOD DECKING PER STRUCTURAL

D5

AB211

SIM.

SAFETY BARRIER

TYPICAL, SEE

DETAIL F5/AB211

4.2

A

A.1

A.3

(E)

'-0

8' -0

EQ

EQ

9' -0

LIFT

PLATFORM

SEE SPEC

FOR SIZE

PROVIDE CAGE ENCLOSURE

BY MANUFACTURER

MIN 7'-0" HIGH. EXTEND TO WALL.

EQ

EQ

2'-8" X 2'-8" X 4" H

CONCRETE PAD

FOR LIFT MOTOR.

VERIFY SIZE WITH

MANUFACTURER.

CENTERLINE OF PIT/LIFT.

LIFT SUPPORTS IN PIT

PIT DEPTH 5"

MEZZANINE EXTENSION

ABOVE

1'-6".

1"

6'-6" PIT

SAW CUT FLOOR AS REQUIRED FOR

LIFT PIT. POUR NEW SLAB FOR SUPPORT.

SEE DETAIL 6/S201.

S201

NOTE: VERIFY ALL DIMENSIONS

WITHMANUFACTURER PRIOR TO

DEMO FOR PIT.

4.2

A

A.1

A.3

BOX OUT EXISTING

OVERHEAD DOOR

ASSEMBLY

5' -0

8'

-0

0"

(E)

5.300

00 NALIFT PLATFORM

LIFT SUPPORTS

CENTERLINE

OF LIFT

9' -0

PROVIDE CAGE ENCLOSURE

BY MANUFACTURER

MIN 7'-0" H ABOVE MEZZANINE

OPENING 8'-0" X 10'-0" IN EXISTING

GWB WITH METAL STUD WALL. PROVIDE

NEW HEADER PER STANDARD DETAILS.

CENTER OPENING ON LIFT.

PROVIDE 14 GA BENT STEEL

CORNER GUARD PROTECTION

INCLUDING HEAD OF OPENING

1'-6".

SCALE: 1/8" = 1'-0"F1

LEVEL 1 - FLOOR PLAN

SCALE: 1/8" = 1'-0"C1

MEZZANINE LEVEL PLAN

WALL SCHEDULE

MAR

K

CORE STRUCTURE

ASSEMBLY NOTES SPEC-REF

THERMAL PROPERTIES

ACOUSTIC

PROPERTIES FIRE CONTROL PROPERTIES

NOTESMATERIAL WIDTH SPACING R-VALUE U-VALUE INSULATORS

STC

RATING

TEST

STANDARD

RATING

(MINUTES) ASSEMBLY TEST STD

5.300 MS 3-5/8" 16" O.C. 3/4" PLYWD (ROOM SIDE) TO 8FT. PROVIDE

7GA. TYPE 304 STAINLESS STEEL CORNER

GUARDS TO 48" ABOVE FIN. FLOOR

07.21.16, 09.21.16, 09.22.13

0 0.00 00

5.302 MS 3-5/8" 16" O.C. 5/8" ABUSE RESISTANT GWB BOTH SIDES OF

WALL TO 6" ABV CEILING OR BTM OF

STRUCTURE WHEN EXPOSED. UNLESS NOTED

OTHERWISE.

09.21.16, 09.22.13

0 0.00 39 NRC#66 00

WALL LEGEND

ABV. = ABOVE

BTM = BOTTOM

CMU = CONCRETE MASONRY UNIT

U.N.O. = UNLESS NOTED OTHERWISE

HGT = HEIGHT

W/ = WITH

(E) = EXISTING

WS = WOOD STUD

MS = METAL STUD

GWB = GYPSUM WALL

BOARD

NR = NOT RATED

NA = NOT APPLICABLE

GENERAL NOTES

1. R-VALUE REPRESENTS THE TOTAL COMPOSITE WALL

ASSEMBLY FOR BOTH IMMEDIATELY ADJACENT WALLS.

2. WALL TAGS INDICATING AN STC VALUE WITH 'C' SHALL

COMPLY WITH THE ACOUSTICAL WALL ASSEMBLY NOTES.

3. COORDINATE WITH STRUCTURAL DRAWINGS FOR

EXTERIOR WALL METAL STUD GAUGE.

NOTES - WALL SCHEDULE

1. R-VALUE REPRESENTS THE TOTAL COMPOSITE WALL

ASSEMBLY FOR BOTH IMMEDIATELY ADJACENT WALLS.

2. WALL TAGS INDICATING AN STC VALUE WITH 'C' SHALL

COMPLY WITH THE ACOUSTICAL WALL ASSEMBLY NOTES.

3. COORDINATE WITH STRUCTURAL DRAWINGS FOR

EXTERIOR WALL METAL STUD GAUGE.

SCALE: 1/4" = 1'-0"B7

LEVEL 1 - ENLARGED STAIR PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Engineering Discipline: A/E:

C U s e rs

\s k e s s le r\ D o c u m e n ts

\1

.0

V

A T u c s o n

C M

O P

S to ra g e M e z z a n in e

A

R C

H

(R s k e s s le r_ G

L H

N .r v t

/6

/2

:0

:2

P M

AL111

FLOOR & MEZZANINE PLANS

Turner Structural Engineering

3026 N. Country Club

Tucson, AZ 85716

(520) 323-3422

Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr., Tucson, AZ

762-18-01

Project Director

August 07, 2018 BH SK/EP

100% CONSTRUCTION

DOCUMENTS

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ 85716

(520) 881-4546

Ted Moeller

GLHN PROJECT # 17073.00

SCALE: 1/4" = 1'-0"E7

LIFT ENLARGED PLAN

SCALE: 1/4" = 1'-0"D7

LIFT ENLARGED PLAN AT MEZZANINE

FUTURE EQUIPMENT LIFT WILL

BE A DEFERRED SUBMITTAL (PER

THE 2012 IBC SECTION 1407.3.4.1),

OR WILL REQUIRE A NEW PERMIT.

FUTURE EQUIPMENT LIFT WILL

BE A DEFERRED SUBMITTAL (PER

THE 2012 IBC SECTION 1407.3.4.1),

OR WILL REQUIRE A NEW PERMIT.

1ST FLOOR

0' - 0"

MEZZANINE LEVEL

12' - 0"

5 6 74.2 4.5 5.5 6.5 7.5 7.74 F1

AB211

/2

/2

M O

D

IF

IE

D

ST

A

N D

A R

D

M O

D

IF

IE

D

/2

ST

A

N D

A R

D

PANEL WIDTH

10'-0" TYP.

PANEL WIDTH

10'-0" TYP.

PANEL WIDTH

10'-0" TYP.

PANEL WIDTH

3'-6 1/2" MODIFIED

PANEL WIDTH

6'-5 1/2" MODIFIED

FIELD COORDINATE ALL

MODIFIED PANELS AS

NECESSARY TO REUSE

EXISTING PANELS

CAGE PANELS, MODIFY

EXISTING AS NECESSARY

2"X2" T.S. VERTICAL POSTS,

TYP., REUSE EXISTING

WHERE POSSIBLE, FIELD

COORDINATE EXTENT

EXISTING TRUSSES

TO REMAIN

NEW STEEL STAIRS NEW MEZZANINE STRUCTURE,

REF. STRUCTURAL PLANS, TYP.

EXISTING CAGE

PANELS, TO BE

MODIFIED AND

REINSTALLED, TYP.

NEW STEEL STAIRS

EXISTING WALL

PER PLAN, TYP.

AB211

C1

AB211

D1

BARN DOOR ROLLING

GATE PER PLAN.

OMIT GUARDRAIL

AT OPENING. SEE THE

FOLLOWING VIEWS:

FALL PROTECTION

OVERHEAD CONNECTION

SEE DETAIL

PROVIDE

7'-0" L X 2" X 2" CHANNEL ON

LATCH SIDE OF GATE. FOR

GATE SUPPORT IN CLOSED.

COORDINATE WITH GATE

FRAME DIMENSIONS.

/D5 AB211

/E7 AB211

/D7 AB211

/B7 AB211

1-1/2" O.D.

GUARDRAIL PIPE,

CENTERED OVER

TOP OF STRINGER

1-1/2" O.D. HANDRAIL

HOLD 2" CLR FROM

FACE OF GUARDRAIL

1-1/2" O.D. GUARDRAIL

PIPE CENTERED OVER

TOP OF STRINGER

HANDRAIL TO

EXTEND TO FLOOR

1/2" O.D. STL BENT

BAR.

STL. STAIR PER

STRUCT. DETAILS

1' - 3"

1' - 0" MIN.

1' - 4"

1' - 4"

(2) 1/2" DIA X 4" LONG

EXPANSION ANCHORS

EQ. OF HILTI -KB3 (TYP

BOTH STRINGERS)

POST TO

STRINGER 1/4

2-1/2"X6"X1/4" STEEL

PLATE WITH 1/2" EPOXY

BOLT EA. SIDE

POST TO

PLATE 1/4

M

IN

SWINGING SAFETY

BARRIER. MANUF. -

"YELLOW GATE."

MOUNT TO

VERTICAL POST PER

MANUFACTURER

REQUIREMENTS OR

APPROVED EQUAL.

MANUFACTURER

CONTACT:

PH: 888.878.1839

YELLOWGATE.COM

3" MIN. IMBED

DEPTH

MEZZANINE LEVEL

12' - 0"

STEEL STAIR PER

STRUCTURAL PLANS

RETURN HANDRAIL TO

WALL (OR POST AT SIM.)

M

IN

WALL BEYOND

1-1/2" O.D. HANDRAIL

HOLD 2" CLR FROM

FACE OF GUARDRAIL

1-1/2" O.D. GUARDRAIL

PIPE CENTERED OVER

TOP OF STRINGER, REF.

DTL. /F5 AB211

3 3/4"8 1/4"

MIN.

1'-0"

1ST FLOOR

0' - 0"

T.O. ROOF

28' - 0"

MEZZANINE LEVEL

12' - 0"

A.6

AB211

F3

OPEN ABOVE 10'-0"

ATTACH TO SIDE OF TRUSS

PER EXISTING DETAILS

RELOCATED POSTS/CAGE AT

MEZZANINE LEVEL, WELD

EXTENTION TO MATCH

EXISTING AS NECESSARY UP

TO TRUSS SPACE

EXISTING CAGE ENCLOSURE,

MODIFY AND REINSTALL

CAGE PANELS TYP. AT

MEZZANINE ENCLOSURE,

MODIFY EXISTING PANELS TO

HEIGHT AS NOTED

CONTINUOUS ENCLOSURE

PANEL, TYP.

/2

/2

2'-6" X 10'-0"

CAGE PANEL

(HALF OF

STANDARD 5' X

10' PANEL)

STANDARD

5' X 10'

PANEL

-1

/2

M O

D

IF

IE

D

ST

A

N D

A R

D

M O

D

IF

IE

D

ST

A

N D

A R

D

AB211

E9

MEZZANINE LEVEL

12' - 0"

A.6

6X6X1/4" STL. ANGLE, WELD TO TOP

OF BEAM PER STRUCTURAL PLANS

WOOD DECKING OVER METAL DECK

PER STRUCTURAL PLANS

CAGE ENCLOSURE PANELS WITH

2"X2" POSTS, MODIFIED TO

SURROUND MEZZANINE PER PLAN

± 1'-8" 2'-5 121/128"

MODIFY AND REINSTALL EXISTING

CAGE ENCLOSURE TO BOTTOM OF

NEW BEAMS

18 GA DIAMOND PLATE MESH TACK

WELD CONT. TO BACK OF ANGLES

POST TO

BEAM1/4

3"+/- AS REQUIRED FOR CAGE

SUPPORT BASE PLATE

GUARDRAIL WELDED TO STEEL

ANGLES

1 1/2" X 1 1/2" X 4" L

WELDED TO BOTTOM

FLANGE

1 1/2" X 1 1/2" CONT. STEEL ANGLES

WELDED TO DECK AND TOP OF BEAM

PROVIDE 2 EA. 3/8" SELF TAPPING

SCREWS THROUGH DECK INTO

PERIMETER ANGLES MIN 1/2"

SEE ALSO PLAN NOTE

ON /F1 AL111

STEEL BEAM.

SEE STRUCT. TYP.

MEZZANINE LEVEL

12' - 0"

5.5

1/4" STL. PLATE SCREWED

TO BOTTOM OF DECK

POST TO

PLATE1/4

SIDE AND TOP OF

COOLER BEYOND

STL. STRUCTURE PER

STRUCTURAL PLANS

10'-0" A.F.F.

VERIFY EXIST.

2"X2" EXIST. STL. POST, MODIFY AS

NEEDED TO ATTACH TO BOTTOM

OF DECK

/8

/8

EXIST. STL. CAGE PANELS, MODIFY

AS NECESSARY TO REDUCE HEIGHT,

SALVAGE UPPER PORTION FOR

REUSE ON NEW MEZZANINE

WOOD DECKING ON METAL

DECK PER STRUCTURAL PLANS

18 GA DIAMOND

PLATE MESH TACK

WELD CONT. TO

TOP, SIDES AND,

BOTTOM

1"X1/2""X1/8" STL. ANGLE, CONTINUOUS

FILLET WELD EA. END TO POSTS

OTHER HALF USE FOR

ADDITIONAL PANELS

MODIFY MID-SPAN RAIL

AS NECESSARY, TYP.

NEW CHANNEL FRAME

TO MATCH EXISTING,

WELD MESH TO

CHANNEL, PAINT TO

MATCH

CUT PANEL IN HALF.

MODIFY TO CREATE

TWO 2'-6" x 10'-0"

PANELS

10'-0"

EXISTING 2X2

COLUMN, TYP.

EXISTING MID-

SPAN RAIL, TYP.

ATTACHMENT

BRACKET WITH 2

BOLTS TO FLOOR

HD CAGE PANEL,

TYP. 5' X 10'

P A

N E L

10'-0" PANEL

TYPICAL 5'X10'

PANEL

EXISTING CAGE PANEL - CLOSE UP

EXISTING CAGE PANEL

TYPICAL 5'X10'

PANEL

5'-0" MAX.

EQ

EQ

M

IN

FINISHED

FLOOR

1 1/2" O.D.

CONTINUOUS

TOP RAIL

1 1/2" O.D.

RAILS

FINISHED FLOOR

1 1/2" CONTINUOUS

RAIL, TYP.

FRAMING, SEE

STRUCTURAL

REVISED

FENCING

LOCATION

EQ

EQ

M

IN

3/8" FASTENER

MUST BE

SECURE

TO STEEL POST

400 LB BOX RAIL

TRACK

400 LB TROLLEY

ASSEMBLY

400 LB SIDE

MOUNT

BRACKET

1/2" PENDANT BOLT;

1" MAX VERTICAL

ADJUSTMENT

STEEL FENCE GATE

FABRICATE FROM

FENCING

RELOCATED

POST

BOLTS - MATCH

EXISTING SIZE

STEEL FENCE GATE

FABRICATE FROM

FENCING

30" O.C.

BRACKET SPACING

PADDED

ADJUSTABLE

END STOP

3/8" FASTENER

MUST BE

SECURE

TO STEEL POST

400 LB BOX RAIL

TRACK

400 LB TROLLEY

ASSEMBLY

400 LB SIDE

MOUNT

BRACKET

1/2" PENDANT BOLT;

1" MAX VERTICAL

ADJUSTMENT

STEEL FENCE GATE

FABRICATE FROM

FENCING

POST BEYOND

BOLTS - MATCH

EXISTING SIZE

2" X 4" TUBE STEEL

HEADER BETWEEN

2" X 2" POSTS, WELD

TO POSTS.

PROVIDE MIN.

2 CLIPS EQ.

BETWEEN

COLUMNS

SCALE: 1/8" = 1'-0"B1

INTERIOR ELEVATION

SCALE: 1" = 1'-0"F5

DETAIL - STAIR BASE LANDING - 02

SCALE: 1" = 1'-0"D5

STAIR TOP LANDING

SCALE: 1/4" = 1'-0"F1

WALL SECTION - EDGE OF MEZZANINE

SCALE: 1" = 1'-0"F3

MEZZANINE EDGE

SCALE: 1" = 1'-0"D3

CAGE EXTENSION - LEVEL 1

SCALE: 1/4" = 1'-0"C1

EXISTING PANEL MODIFIED MEZZANINE

SCALE: 1/4" = 1'-0"D1

EXISTING PANEL TYPICAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Engineering Discipline: A/E:

C U s e rs

\s k e s s le r\ D o c u m e n ts

\1

.0

V

A T u c s o n

C M

O P

S to ra g e M e z z a n in e

A

R C

H

(R s k e s s le r_ G

L H

N .r v t

/6

/2

:0

:2

P M

AB211

BUILDING ELEVATIONS - INTERIOR

Turner Structural Engineering

3026 N. Country Club

Tucson, AZ 85716

(520) 323-3422

Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr., Tucson, AZ

762-18-01

Project Director

August 07, 2018 BH SK/EP

100% CONSTRUCTION

DOCUMENTS

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ 85716

(520) 881-4546

Ted Moeller

GLHN PROJECT # 17073.00

GUARDRAIL

SEE

GUARDRAIL

SCALE: 1" = 1'-0"F8

TYPICAL GUARDRAIL ELEVATION

SCALE: 1" = 1'-0"E9

TYPICAL GUARDRAIL

SCALE: 3" = 1'-0"D7

BARN DOOR HARDWARE SECTION

SCALE: 3" = 1'-0"E7

BARN DOOR HARDWARE FRONT VIEW

SCALE: 3" = 1'-0"B7

BARN DOOR HARDWARE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GLHN Architects & Engineers, Inc.

2939 E. Broadway Blvd.

Tucson, AZ, 85716

(520) 881-4546 Ted Moeller

Engineering Discipline:

Turner Structural Engineering Company 3026 N. Country Club Tucson, AZ, 85716

(520) 323-3422 Jim Hart

Tucson CMOP Storage Mezzanine

3675 E. Brittania Dr. Tucson, AZ

762-18-01

Project Director

June 14, 2018Revisions: Date: GLHN Project No. 17073.00 MLH PMF M001

SPECIFICATIONS

MECHANICAL

GENERAL CODE AND STANDARDS COMPLIANCE

ALL WORK MUST COMPY WITH THE 2012 INTERNATIONAL BUILDING CODES WITH THE…