clarity of documents: n o i t p i r c s e prosafe storage

SECTION CALLOUT

EXTERIOR ELEVATION CALLOUT

INTERIOR ELEVATION CALLOUT

0

XX

ROOM NAMEROOM NUMBER

DOOR TAG

REVISION DELTA

ELEVATION DESIGNATION

WALL / PARTITION TAG

COLUMN GRID DESIGNATION

LEVEL NAME

DATUM

SCALE

NAME

LEVEL

VIEW TITLE

WINDOW TAG

W#

CENTERLINE

CLDETAIL CALLOUT

VIEW NUMBERSHEET NUMBER

ROOM TAG

SYMBOL LEGEND

VIEW TITLESCALE: x/x" = x' - x"

1A101

ROOM NAME101

P###

A000

#

#

#

# VIEW NUMBER

SHEET NUMBER

.

A0001 VIEW NUMBER

SHEET NUMBER

101

.

A0001 VIEW NUMBER

SHEET NUMBER

ROUGH DIMENSION

FINISH DIMENSION

1A101

XXXXXXX' - X"

AB ANCHOR BOLT(S), AUGER BORINGACI AMERICAN CONCRETE INSTITUTEACT ACOUSTICAL CEILING TILEADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALAFF ABOVE FINISH FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAJC ASPHALTIC CONCRETEALT ALTERNATE / ALTERNATINGAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)ASSOC ASSOCIATED / ASSOCIATIONASTM AMERICAN SOCIETY OF TESTING MATERIALSATC AUTOMATIC TEMPERATURE CONTROLAWP ACOUSTICAL WALL PANELBC BOTTOM OF CURBBFF BELOW FINISHED FLOORBFG BELOW FINISHED GRADEBKT BRACKETBLDG BUILDINGBLVD BOULEVARDBM BENCH MARKBOB BOTTOM OF BEAMBOF BOTTOM OF FOOTINGBOJ BOTTOM OF JOISTBOS BOTTOM OF STEELBOTT BOTTOMBRG BEARINGBSMT BASEMENTBUR BUILT-UP ROOFCART CARTWAYCCT CUBICLE CURTAIN TRACKCF CUBIC (FOOT) FEETCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCI CAST IRONCIP CAST IRON PIPECJ CONTRACTION / CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARANCE / CLEARCM CORRUGATED METALCMP CORRUGATED METAL PIPE ARCHCMU CONCRETE MASONRY UNITCNTR COUNTERCO CLEANOUTCOB CENTER OF BEAMCOL COLUMNCONC CONCRETECONF CONFERENCECONST CONSTRUCTIONCONT CONTINUOUSCORRG CORRUGATEDCPP CORRUGATED PLASTIC PIPECPT CARPETCR CLASSROOMCUH CABINET UNIT HEATERDBL DOUBLEDH DRILL HOLEDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDP DAMPROOF(ING)DS DOWN SPOUTDWG DRAWINGEC ELECTRICAL CONTRACTOREF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATORENGR ENGINEER(ING)EOF EDGE OF FLOOREOS EDGE OF SLABEQUIP EQUIPMENTEST ESTIMATEEW EACH WAYEX EXISTINGFBD FIBER BOARDFCO FLOOR CLEAN OUTFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFIN FINISH(ED)FIX FIXTUREFM FACTORY MANUALFP FULL PENETRATION WELDFPR FIRE PROOF(ING)FT FIRE TREATEDFTG FOOTINGFURN FURNITUREGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGFI GROUND FAULT INTERRUPTERGLBLK GLAZED BLOCKGPM GALLONS PER MINUTEGYM GYMNASIUMGWB GYPSUM WALLBOARDH/ V HEATING AND VENTILATINGHB HOSE BIBHC HEATING CONTRACTORHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHVAC HEATING/ VENTILATING/ AIR CONDITIONINGHW HOT WATERHYD HYDRANTIBC INTERNATIONAL BUILDING CODEINCL INCLUDE/ INCLUSIVEINSUL INSULATE/ INSULATION

JAN JANITORKSI KIPS PER SQUARE INCHLAB LABORATORYLAV LAVATORYLB(S) POUND(S)LDY LAUNDRYLF LINEAL FEETLH LEFT HANDLHR LEFT HAND REVERSELIB LIBRARYLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMAS MASONRYMAX MAXIMUMMB MAILBOXMC MECHANICAL CONTRACTORMECH MECHANIC(AL)MED MEDICALMEP MECHANICAL, ELECTRICAL, PLUMBINGMFD MANUFACTUREDMFR MANUFACTURE(R)MIN MINIMUMMISC MISCELLANEOUSMM MILLIMETERMO MASONRY OPENINGMTD MOUNTEDMTG MOUNTINGNA NOT APPLICABLENEC NATIONAL ELECTRIC CODENFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTER(S)OPNG OPENING(S)OPP OPPOSITEPC PLUMBING CONTRACTORPCF POUNDS PER CUBIC FOOTPLAM PLASTIC LAMINATEPLBG PLUMBINGPLWD PLYWOODPOLYISO POLYISOCYANURATEPREFAB PREFABRICATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTL PRESSURE TREATED LUMBERPTD PAINTEDRA RETURN AIRRC REINFORCED CONCRETERD ROOF DRAINREBAR REINFORCING BARREG REGISTERREINF REINFORCED/REINFORCINGRH RIGHT HANDRHR RIGHT HAND REVERSERL RAIN LEADERRO ROUGH OPENINGRWC RAIN WATER CONDUCTORSA SUPPLY AIRSECT SECTION(AL)SJ SAW JOINTSLV SHORT LEG VERTICALSOG SLAB ON GRADESP SOUNDPROOFSPAND SPANDRELSPECS SPECIFICATIONSSPR SPRINKLER(ED)SQ SQUARESF SQUARE FOOT/FEETSI SQUARE INCH(ES)SS STAINLESS STEELSTC SOUND TRANSMISSION CLASSSTD STANDARDSTER STERILIZERSTOR STORAGESTRUCT STRUCTURALSV SHEET VINYLSW STORMWATERT&B TOP AND BOTTOMT&G TONGUE & GROOVETC TOP OF CURBTEL TELEPHONETEMP TEMPEREDTG TOP OF GRATETH THICK/THICKNESSTHRU THROUGHTOB TOP OF BEAMTOF TOP OF FOOTINGTOJ TOP OF JOISTTOS TOP OF STEELTW TOP OF WALLTYP TYPICALUC UNDERCUT (DOORS)UCC UNIFORM CONSTRUCTION CODEUG UNDERGROUNDUNO UNLESS NOTED OTHERWISEVB VINYL BASEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVOL VOLUMEVT VINYL TREADVWC VINYL WALL COVERINGWC WATER CLOSETWCO WALL CLEAN OUTWDW WINDOWWGL WIRE GLASSWM WOOD MOLDINGWP WEATHERPROOFWP WORK POINTWSL WATER SURFACE ELEVATIONWT WEIGHTWWF WELDED WIRE FABRIC

ABBREVIATIONSCLARITY OF DOCUMENTS:1. ARCHITECT HAS ENDEAVORED TO USE INDUSTRY ACCEPTED ABBREVIATIONS, VOCABULARY

AND DRAWING CONVENTIONS TO CONVEY INTENT. CONTACT THE ARCHITECT FOR CLARIFICATION IF THERE IS ANY DOUBT WHATSOEVER AS TO THE MEANING OF ANY ABBREVIATION, INSTRUCTION, OR DRAWING.

2. THE DESIGN TEAM HAS COORDINATED THESE DRAWINGS CONSISTENT WITH ITS CONTRACTED LEVEL OF SERVICE. CONTRACTOR SHALL EXAMINE THE DOCUMENTS IN ORDER TO FORM AN OPINION OF THE LEVEL OF COORDINATION PROVIDED, AND INCLUDE IN HIS CONTRACT, ALL REQUIRED EFFORT FOR THE REMAINING COORDINATION.

3. THE RESULTS OF CHANGES MADE TO THE PROPOSED CONSTRUCTION, WITHOUT THE ARCHITECT’S WRITTEN AUTHORIZATION, ARE THE RESPONSIBILITY OF THOSE AUTHORIZING THE CHANGE.

4. THE USE OF ANY ELECTRONIC VERSION OF THESE DOCUMENTS IS PREDICATED UPON A FULL AND UNRESTRICTED INDEMNIFICATION OF THE DESIGN PROFESSIONAL FOR ANY AND ALL CONCLUSIONS DERIVED FROM THE INFORMATION CONTAINED THEREIN OTHER THAN CONCLUSIONS IDENTICAL WITH THOSE PRESENTED ON THE PAPER DRAWINGS.

5. CERTAIN OBJECTS IN THE ELECTRONIC FILE WERE PRODUCED BY BUILDING MATERIAL MANUFACTURERS AND USED BY THE ARCHITECT IN THE PRODUCTION OF THE CONSTRUCTION DRAWINGS. RELEVANT PORTIONS OF THE INFORMATION CONTAINED IN THESE OBJECTS HAS BEEN FILTERED AND PRESENTED IN THE PAPER DRAWINGS. ALL RISK ASSOCIATED WITH THE USE OF ANY ELECTRONIC INFORMATION NOT PRESENTED ON PAPER DRAWINGS BELONGS EXCLUSIVELY TO THE USER.

6. THESE DOCUMENTS MAY NOW OR IN THE FUTURE CONTAIN CHANGES FROM PREVIOUSLY ISSUED DOCUMENTS. FOR THE CONVENIENCE OF THE USERS, THE ARCHITECT HAS ENDEAVORED TO HIGHLIGHT THE CHANGES BY "CLOUDING" AREAS CONTAINING KNOWN CHANGES. THE SOFTWARE USED TO PRODUCE THESE DRAWINGS MAKES GLOBAL CHANGES THROUGHOUT THE DOCUMENTS WHENEVER A SPECIFIC CHANGE IS MADE AND CONSEQUENTLY, THE ARCHITECT DOES NOT REPRESENT THAT ALL OF THE CHANGES HAVE BEEN "CLOUDED". THE USERS ARE ADVISED TO UNDERTAKE A COMPREHENSIVE REVIEW IN ORDER TO COMPREHEND THE EXTENT OF THE REVISIONS MADE TO THESE DOCUMENTS.

DIMENSIONS7. EXTERIOR DIMENSIONS ARE TO TAKE PRECEDENCE OVER INTERIOR DIMENSIONS.

QUANTITIES8. AREA CALCULATIONS PRESENTED ON THESE DRAWINGS ARE MACHINE CALCULATED AND

WERE PERFORMED FOR REASONS OTHER THAN PRICING AND PURCHASING. RISKS ASSOCIATED WITH USING THIS INFORMATION, FOR ANY PURPOSE, EXCLUSIVELY BELONGS TO THE USER.

EXISTING CONDITIONS9. THE MAJORITY OF THE INFORMATION USED TO REPRESENT THE EXISTING CONSTRUCTION,

FOR THE ARCHITECT’S PURPOSES, WAS COLLECTED BY MEASUREMENT AND OBSERVATION. THIS INFORMATION WAS NOT COLLECTED TO SERVE THE CONTRACTOR’S NEEDS. CONTRACTOR’S CONFIRMATION AND COLLECTION OF ADDITIONAL INFORMATION WILL LIKELY BE REQUIRED.

ARCHITECTS ROLE: 9. THE ARCHITECT HAS BEEN CONTRACTED FOR A SPECIFIC SCOPE OF SERVICES THAT MAY OR

MAY NOT COINCIDE WITH THE CONTRACTOR'S OPINION OF THE ARCHITECT'S RESPONSIBILITY OR THE NEEDS OF THE PROJECT. ARCHITECT APPRECIATES THE CONTRACTOR'S NEED TO MAINTAIN SCHEDULE BUT MUST INSIST THAT ADEQUATE TIME BE PROVIDED TO ADJUST ARCHITECT'S SCOPE OF SERVICES WHERE SAME IS NECESSARY TO AUTHORIZE AND THEN PROVIDE ANY REQUESTED ADDITIONAL SERVICE.

PERMITS: 10. CONTRACTOR SHALL MAKE APPLICATION AND SECURE BUILDING PERMIT.

11. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS, PROVIDE ALL SPECIAL TESTING, AND SECURE OCCUPANCY PERMIT.

12. CONTRACTOR SHALL FOLLOW ALL PUBLISHED LAWS, CODES, DIRECTIVES IN-FORCE ON THE SITE AND CONSTRUCT IMPROVEMENTS RELATIVE TO SAME.

CONSTRUCTION PROCESSES:13. COLORS ARE TO BE IN HARMONY WITH EACH OTHER AND THEREFORE WILL BE SELECTED

ONLY AFTER ALL COLORS REQUIRING SELECTION ARE SUBMITTED.

14. SHOP DRAWINGS AND SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMISSION TO THE ARCHITECT.

GENERAL CONSTRUCTION NOTES:15. ALL MATERIALS TO BE NEW AND MEETING PUBLISHED/PREVAILING STANDARDS UNLESS

NOTED OTHERWISE.

16. PROVIDE FIRE TREATED WOOD BLOCKING IN ALL HOLLOW PARTITIONS FOR MOUNTING HANDRAILS, TOILET ACCESSORIES, AUDIO VISUAL EQUIPMENT, AND DOOR STOPS.

17. SEAL ALL PENETRATIONS IN WALLS/FLOORS/ROOFS EXPECTED TO PROVIDE FIRE, SMOKE, SOUND, THERMAL OR WEATHER ISOLATION.

18. FURNISH FLASHING FOR ALL LOCATIONS WHERE THE DRAWINGS INDICATE FLASHING. ALSO INSTALL FLASHING WHERE PORTIONS OF THE BUILDING DO NOT APPEAR IN DRAWINGS AND IT IS CUSTOMARY OR CONSISTENT WITH OTHER DETAILS TO INSTALL FLASHING IN THESE LOCATIONS. INSTALL END DAMS AT THE ENDS OF ALL FLASHINGS AND FURNISH WEEPS AT 16" O.C.

19. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS.

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FILE No.:

DATE:

DRAWN BY:

DRAWING No.:

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SAAarchitects-Ohio, Inc.600 N Hartley StSuite 150York, PA 17404T 717.843.3200F 717.699.0205

ARCHITECT:

OWNER:Parma Storage, LLC3200 Anderson HighwayPowhatan, VA 23139

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ISSUED FOR PERMIT 10/26/2021

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CONVERSION & NEW CONSTRUCTION FOR

7800 BROADVIEW ROAD,PARMA, OH 44134 CUYAHOGA COUNTY

PROSAFE STORAGE

Structural Engineer:

MEP/FP Engineer:

701 Market Street, #6000Philadelphia, PA 19106

5001 Louise Drive, Suite 201Mechanicsburg, PA 17055T 717.516.7598

PNN

LOCATION MAP/IMAGE

SHEET LISTSHEET NUMBER SHEET NAME

GENERALA-000 COVER SHEETA-001 CODE INFORMATIONA-002 CODE INFORMATION

ARCHITECTURALA-051 FIRST FLOOR DEMOLITION PLANA-052 DEMOLITION ROOF PLANA-101 FIRST FLOOR PLANA-102 SECOND FLOOR PLANA-103 THIRD FLOOR PLANA-141 FIRST FLOOR REFLECTED CEILING PLANA-142 2ND & 3RD FLOOR REFLECTED CEILING PLANSA-151 ROOF PLANA-201 OVERALL EXTERIOR ELEVATIONSA-301 BUILDING SECTIONSA-310 WALL SECTIONSA-311 WALL SECTIONSA-401 ENLARGED STAIR PLANS & DETAILSA-410 ENLARGED ELEVATOR PLANS & DETAILSA-420 ENLARGED DETAILSA-501 ENLARGED FLOOR PLANS & DETAILSA-601 SCHEDULESA-602 ARCHITECTURAL SPECIFICATIONS

STRUCTURALS000 COVER SHEETS-101 FOUNDATION PLANS-102 SECOND FLOOR FRAMING PLANS-103 THIRD FLOOR FRAMING PLANS-104 ROOF FRAMING PLANS-200 GENERAL NOTESS-201 SCHEDULESS-300 TYPICAL FOUNDATION DETAILS AND SECTIONSS-400 TYPICAL FRAMING DETAILSS-401 TYPICAL FRAMING DETAILSS-402 TYPICAL FRAMING DETAILS AND SECTIONS

MECHANICALM-001 MECHANICAL COVER SHEETM-051 HVAC DEMOLITION PLANSM-101 HVAC PLAN - FIRST FLOORM-102 HVAC PLAN - SECOND FLOORM-103 HVAC PLAN - THIRD FLOORM-104 HVAC PLAN - ROOFM-601 MECHANICAL SCHEDULES

PLUMBINGP-001 PLUMBING COVER SHEETP-051 PLUMBING DEMOLITION PLANP-101 PLUMBING PLAN - FIRST FLOORP-102 PLUMBING PLAN - SECOND FLOORP-103 PLUMBING PLAN - THIRD FLOORP-501 PLUMBING DETAILS

ELECTRICALE-001 ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTESE-002 ELECTRICAL SPECIFICATIONSE-101 ELECTRICAL SITE PLAN - DEMOLITIONE-102 ELECTRICAL SITE PLAN - NEW WORKE-201 ELECTRICAL DEMOLITION - FIRST FLOORE-202 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN - FIRST FLOORE-203 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN - SECOND FLOORE-204 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN - THIRD FLOORE-205 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN - ROOFE-301 ELECTRICAL LIGHTING PLAN - FIRST FLOORE-302 ELECTRICAL LIGHTING PLAN - SECOND FLOORE-303 ELECTRICAL LIGHTING PLAN - THIRD FLOORE-501 ELECTRICAL DETAILS IE-502 ELECTRICAL DETAILS IIE-503 ELECTRICAL DETAILS IIIE-504 ELECTRICAL DETAILS IVE-601 ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM AND DETAILE-701 Unnamed

CONCEPTUAL RENDERING

GENERAL NOTES

SITE PLANN

NOT INTENDED FOR CONSTRUCTION

No.

Date

Desc

riptio

n

UP

UP

OHIO CODES IN FORCE

OHIO BUILDING CODE 2017

OHIO PLUMBING CODE 2017

OHIO MECHANICAL CODE 2017

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2009 OF OHIO

NATIONAL ELECTRICAL CODE 2017 OF OHIO

NATIONAL FIRE ALARM AND SIGNALING CODE 2016 OF OHIO

SAFETY CODE FOR ELEVATORS AND ESCALATORS 2016 OF OHIO

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OF OHIO

2017 OHIO FIRE CODE

2017 OHIO ENERGY CODE ENERGY EFFICIENCY PROVISIONS OF THE OHIO BUILDING CODE

1. THE INTENT OF THIS DESIGN IS TO CONFORM TO THE IEBC CHAPTERS 6, 7, AND 8, AS ADOPTED/AMENDED BY THE AHJ. THE INTENT OF THE DESIGN IS TO CONFORM TO THE IEBC CHAPTER 10 CHANGE OF OCCUPANCY. BUILDING ADDITION WILL CONFORM TO 2017 OHIO ENERGY CODE ENERGY EFFICIENCY PROVISIONS OF THE OHIO BUILDING CODE

2. CHANGE OF USE: FROM MERCANTILE TO STORAGE S-1. NO HAZARD CATEGORY INCREASE (4) PER TABLE 1012.4. INCREASE HAZARD CATEGORY HEIGHT AND AREA PER TABLE 1012.5 FROM 4 TO 3.

3. EXISTING CONSTRUCTION ASSUMED TYPE IIB CONSTRUCTION. EXISTING EXTERIOR WALLS ARE CMU.

4. BUILDING ADDITION;CONSTRUCTION TYPE IIB; 0 HR RATING PRIMARY STRUCTURAL FRAME, BEARING WALLS, NON BEARING WALLS, FLOORS, AND ROOF CONSTRUCTION (T601). SHAFT ENCLOSURES 1 HR RATING (713.4)MINIMUM STAIRWAY WIDTH: 44" COMMON PATH OF EGRESS TRAEL: 75'-0" MAXEXIT ACCESS TRAVEL DISTANCE: 250'-0" MAXDEAD END CORRIDORS: 50'-0" MAX

5. BUILDING ADDITION (IECC); C502.2 ADDITIONS SHALL COMPLY WITH SECTIONS C502.2.1 THROUGH C502.2.6.2.CLIMATE ZONE 5; T C401.1.3INSULATION ENTIRELY ABOVE ROOF DECK: R-30 WALLS ABOVE GRADE - MASS R-11.4 CI; METAL FRAMED R-13+R-7.5 CISLAB ON GRADE FLOORS - UNHEATED R-10 FOR 24" BELOW

SWINGING OPAQUE DOORS (T C402.1.4) U-0.37ENTRANCE DOORS (T C402.4) U-0.77FIXED FENESTRATION (T C402.4) U-0.38

6. BUILDING TO BE PROTECTED BY AUTOMATIC FIRE SUPPRESSION SYSTEM IN CONFORMANCE WITH NFPA 13.

7. RATED ASSEMBLIES WILL MEET PUBLISHED, NATIONALLY RECOGNIZED STANDARDS SUCH AS: UL, FM, WARNOCK HERSHEY, GYPSUM ASSOCIATION, AND/OR AMERICAN WOOD COUNCIL OR SHALL MEET THE PRESCRIPTIVE FIRE RESISTANCE ASSEMBLIES LISTED IN SECTION 720.

8. PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE PROTECTED WITH AN APPROVED THROUGH PENETRATION FIRESTOP SYSTEM. (713)

9. SAFETY GLAZING PANELS SHALL BE INDIVIDUALLY IDENTIFIED WITH A PERMANENT MARKING INDICATING MANUFACTURER, TEST STANDARD, GLASS TYPE, AND THICKNESS. (2406.3)

8. EXIT CAPACITY WAS CALCULATED AS FOLLOWS: DOORS: (NOMINAL DOOR SIZE LESS 2”/0.20), STAIRS (CLEAR BETWEEN STRINGERS/0.30), CORRIDORS, (CLEAR MINIMUM WIDTH EXCLUDING PORTALS/0.20)

9. FIRE EXTINGUISHERS SHALL BE INSTALLED TO MEET THE SPACING AND CAPACITY CRITERIA OF NFPA 10.

10. DOORS TO BE INSTALLED WITH MINIMUM MANEUVERING CLEARANCES STATED IN ACCESSIBILITY CODE AND BE ADJUSTED TO OPERATE BY A FORCE LESS THAN A FIVE POUNDS BY HANDSETS THAT DO NOT REQUIRED TIGHT GRASPING.

11. PLUMBING FIXTURES, TOILET ACCESSORIES, AND CONTROLS SHALL BE MOUNTED IN STRICT ACCORDANCE WITH THE CLEARANCES INDICATED ON THE ACCESSIBILITY CODE.

12. PARTITIONS SURFACES WITHIN 24” OF A WATER CLOSET OR URINAL WILL BE PROTECTED TO AT LEAST 48” ABOVE THE FLOOR BY A MOISTURE RESISTANT PRODUCT. (1210.2)

13. ELEVATOR CAB SIZE AND CONTROLS TO MEET ACCESSIBILITY REQUIREMENTS.

14. SIGNAGE REQUIRED BY CODE TO BE PROVIDED AS INDICATED/REQUIRED. TOILET ROOMS, STAIRS, AND DOORS LEADING TO THE EXTERIOR SHALL HAVE TACTILE TEXT, PICTOGRAMS, AND TEXT. EXIT SIGNS SHALL BE LOCATED PER 1011. STAIRWAY SIGNAGE SHALL BE PROVIDED IN CONFORMANCE WITH 1022.8

15. THE FOLLOWING DEFERRED SUBMISSIONS ARE REQUESTED: SPRINKLER SYSTEM, FIRE ALARM SYSTEM, FIRE STOPPING PRODUCTS.

STORAGE UNIT

STORAGE UNIT

STO

RAG

E U

NIT

WAL

L H

EIG

HT

8' -

4"

OPEN GRID WIRE MESH TO ALLOW LIGHT, HVC, AND SPRNKLER SYSTEM DIRECT ACCESS INTO EACH UNIT OVER DIVIDING WALLS

EXTERNAL NYLON LOOP DOOR PULL PROVIDE BOTTOM BAR PULL WITH LOOP AT 15"-48" AFF WHEN DOOR IS OPEN

ACCESSIBILITY SIGNAGE WITH BRAILLE TO BE PLACED NEXT TO LATCH

4' -

0"

3' -

6"

4' -

0"

NOTES:

1. SIGNAGE SHALL MEET REQUIREMENTS OF CHAPTER 7 ANSI A117.1, 20092. SIGNAGE TO OFFER MESSAGE IN PICTOGRAM, TEXT AND BRAILLE3. MOUNT SIGNAGE ON LATCH SIDE OF DOOR, CENTERED 9" FROM JAMB4. MOUNT SIGN SO THAT BOTTOM OF TEXT IS LOCATED AT 54" A.F.F.5. MOUNT SIGNAGE TO INDICATE FLOOR LEVEL ON EACH FLOOR IN STAIR

TOWERS.

SPECIAL SIGNAGE:

1. PROVIDE IDENTIFICATION SIGN FOR MECHANICAL/ELECTRICAL ROOM (101) PER IFC 509.1

TACTILE SIGN SEE DETAIL

ROOM000

9"

5'-0

" MAX

.

4' -

0" M

IN

EXIT SIGN TO BE IN FULL COMPLIANCE WITH ICC/ANSI A117.1-2009 CHAPTER 7

THIS SIGN TO BE ATTACHED TO WALL NEXT TO ALL EXIT DOORS - SEE DETAILS

EXIT2" M

AX.

5/8"

MIN

.3/

8" M

IN.

48" M

IN. A

FF

3/8"

MIN

.

3/8"

MIN

.

2"

JL INDUSTRIES MODEL NO. 916AZ30 RECESSED STEEL; COLOR: WHITE

48" A

FF

40" A

FF

VISUAL SIGNAGE

2-WAY COMMUNICATION SYSTEM

TOTAL OCCUPANTS (STORAGE USE)

M / F M / F

WATER CLOSET LAVATORIES DRINKING FOUNTAIN

SERVICESINK

397 OCCUPANTS 4 4 1 1

MINIMUM REQUIRED PLUMBING FIXTURES

TOTAL OCCUPIABLE FLOOR AREA: 119,902 SF

TOTAL OCCUPANTS (BUSINESS USE)

M / F M / F

WATER CLOSET LAVATORIES DRINKING FOUNTAIN

SERVICESINK

11 OCCUPANTS 1 1 1 1

ENTERPRISE TENANT

+/- 1086 SF

AUTO BODY SHOP TENANTTO REMAIN

NO WORK THIS AREA

FUTURETENANT SPACE

803 SF +/-

STAIR B

OFFICE

STAIR A

BREAK TLT TLT

EXTENT OF ROOF ABOVE

ELEC

MECH

5' -

0"

25' - 0"

CLEAR

26' - 1" +/- 20' - 0"

4' -

10"

2' - 6"

2' -

6"

LOAD

ING

ZON

E

ELEV A

ELEV B

NOSTOPPING

NOSTOPPING

CLR

5' -

0"

26' -

1 5

/8" +

/-

30' - 0" +/-

WASH BAY

23' - 9 7/8" +/-15' - 10 3/4" +/-

FUTURETENANT SPACE

1360 SF +/-

FUTURETENANT SPACE

1205 SF +/-

765 SF +/-

5' -

0"

CLR

5' - 0"

OFFICE10'-0"X12'-0"

TLT

TLT

4170

7170

7170

6170

4170

21170

18175

17170

18170

14170

54230

54230

8100

BUSINESS13100

BUSINESS14100

BUSINESS11100

BUSINESS

3300

ACC. STORAGE

STORAGE / MECH15835 SF

53300

STORAGE / MECH32335 SF

108300

DISPLAY

20' -

2 7

/8"

MERCANTILE828 SF 14

60

178'

126'

35'

169'

1 HR FIRE RATED 1 HR FIRE RATED

1 HR FIRERATED

1 HR FIRE RATED

1 HR FIRE RATED

1 HR FIRE RATED

1 HR FIRERATED

39'

38'

51' 46'

46'

TLTTLT

TLT

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

1 HR FIRERATED

1 HR FIRERATED

FE

ONE HOUR PARTITION/ WALL

FIRE EXTINGUISHER

SPECIFIC CODE CITATION1018.1

CAPACITY REQUIRED

TRAVEL DISTANCE TO EXIT

CHOICE EXERCISED IN TRAVEL DISTANCE

CAPACITY PROVIDED

NUMBER OF OCCUPANTSTABLE 1004.1.1 CRITERIA

0'

######

####

EXIT PATH

ACCESSIBLE EXIT / ACCESSIBLESTORAGE UNIT

ACCESSIBLE UNIT COUNT861 TOTAL UNITS AT FACILITY24 ACCESSIBLE UNITS REQ'D

INTERIOR UNITS

5 X 5

5 X 10

7-6 X 10

10 X 10

10 X 15

10 X 20

QUANTITY

4

3

3

3

3

TOTAL 24

10 X 25

3

2

5 X 15 3

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FILE No.:

DATE:

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DRAWING No.:

NOT FOR CONSTRUCTION

REV

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© 2

021,

SAA

arch

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SCALE:

AS NOTED

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CODE SHEET NOTES

SCALE: 1/4" = 1'-0"A-001TYP STORAGE UNIT DETAIL1

SCALE: 1/4" = 1'-0"A-001ACCESSIBLE UNIT DETAILS2

ACCESSIBLE SIGNAGE

SCALE: 1/4" = 1'-0"A-001TYP SIGN LOCATION AT DOORS4

SCALE: 1/2" = 1'-0"A-001TACTILE EXIT SIGNS5

SCALE: 3/4" = 1'-0"A-001FIRE EXTINGUISHER DETAIL7

SCALE: 1/4" = 1'-0"A-001TYP ELEVATOR SIGNAGE8

NSCALE: 1/16" = 1'-0"A-001FIRST FLOOR LIFE SAFETY PLAN9

CODE SHEET LEGEND

(MINUS AUTOBODY SF)

No.

Date

Desc

riptio

n

FE

ONE HOUR PARTITION/ WALL

FIRE EXTINGUISHER

SPECIFIC CODE CITATION1018.1

CAPACITY REQUIRED

TRAVEL DISTANCE TO EXIT

CHOICE EXERCISED IN TRAVEL DISTANCE

CAPACITY PROVIDED

NUMBER OF OCCUPANTSTABLE 1004.1.1 CRITERIA

0'

######

####

EXIT PATH

ACCESSIBLE EXIT / ACCESSIBLESTORAGE UNIT

ACCESSIBLE UNIT COUNT861 TOTAL UNITS AT FACILITY24 ACCESSIBLE UNITS REQ'D

INTERIOR UNITS

5 X 5

5 X 10

7-6 X 10

10 X 10

10 X 15

10 X 20

QUANTITY

4

3

3

3

3

TOTAL 24

10 X 25

3

2

5 X 15 3

STAIR B

STAIR A

DISPLAY DISPLAY

ELEV A

ELEV B

55170

56170

159'

172'STORAGE33225 SF

111300

31' - 3 1/4"

10' -

2 7

/8"

19' - 2 7/8"

20' -

2 7

/8"

1 HR FIRE RATED

1 HRFIRERATED

1 HR FIRERATED

1 HR FIRE RATED

1 HR FIRE RATED1 HR FIRE RATED

FE

FE

FE

FE

FE

FE FE

FE

STAIR A

STAIR B

DISPLAY DISPLAY

ELEV A

ELEV B

2' -

6"

2' - 6"31' - 5 1/4"

55170

56170

209'

75'

1 HR FIRE RATED

1 HRFIRERATED

1 HR FIRERATED

1 HR FIRE RATED

1 HR FIRE RATED1 HR FIRE RATED31' - 3 1/4"

10' -

2 7

/8"

19' - 2 7/8"

20' -

2 7

/8"

STORAGE33225 SF

111300

FE

FE

FE

FE

FE

FE

FE

FE

DR

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FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

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SCALE:

AS NOTED

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CODE SHEET LEGEND

SCALE: 1/16" = 1'-0"A-002SECOND FLOOR LIFE SAFETY PLAN2

N NSCALE: 1/16" = 1'-0"A-002THIRD FLOOR LIFE SAFETY PLAN1

No.

Date

Desc

riptio

n

EXISTING TO REMAINNO WORK THIS AREA

REMOVE DRINKINGFOUNTAIN IN ITSENTIRETY

REMOVE EYEWASHSTATION IN ITSENTIRETY

REMOVE ICE MACHINE IN ITS ENTIRETY

REMOVE MOP SINK IN ITS ENTIRETY

D5

D5

5' - 5 3/4" +/- 5' - 3 1/4" +/- 5' - 4 7/8" +/-

34' -

8 3

/4" +

/-

21' - 3" +/-

20' -

3 1

/8" +

/-9'

- 4

5/8"

+/-

19' -

11"

+/-

8' -

9" +

/-

10' -

3 1

/2" +

/-15

' - 7

5/8

" +/-

3' -

4"

D9

D2

D8

D8

D7

D7 D7 D7

D8 D8

D7

D8

D7

D8

D8

5' -

0"

D9

D9

D2

4' -

10"

D8

D9

CONTRACTOR TO VERIFY THATROLL UP DOOR IS IN GOOD WORKINGCONDITION AND MAINTAINS A 12'-0" MINCLEAR HEIGHT AFF

17' - 7 1/4" +/-

D1 D2D2

17' - 4" +/-D7

8' - 8" +/- 10' - 7 3/4" +/-

D7 D7

21' - 5" +/+

D7

13' -

3 1

/2" +

/-

D7

D2

D9

D1

3' -

4"

D3D3

D2

3' - 6" +/-

D1

D6

D2

D3

D3

D3

D2

D3

D3

D2

D2

D3D4

D3D4D3

D2

D3

D3

D3

D3

D3

D3

D3

13' -

7 1

/4" +

/-

D1

D2

D3

D3D3

D2

D4

D4

D2

D10

D10

REMOVE EXISTINGMEZZANINE IN ITSENTIRETY

D2

REFER TO STRUCTURALFOR COLUMNS, TYP. FOR (6)

CLEAN EXISTING CONCRETESLAB W/ CHEMICAL CLEANER(PROSOCO OR SIM)

REMOVE EXISTING PORTION OF OVERHANG AS INDICATED. COORDW/ NEW WORK.

A

B

C5A-310

DEMOLITION SCOPE:

1. DEMOLITION WORK IS TO INCLUDE ALL WORK NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. CERTAIN WORK HAS BEEN SPECIFICALLY INDICATED IN ORDER TO OUTLINE THE CHARACTER AND GENERAL EXTENT OF THE WORK AND MAY NOT SPECIFICALLY DESCRIBE THE FULL EXTENT OF THE EFFORT REQUIRED.

2. PRIOR TO UNDERTAKING ANY DEMOLITION WORK, CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND THE DESIRED RESULTING CONDITIONS TO UNDERSTAND THE EXTENT OF THE WORK NECESSARY, TO DETERMINE THE PRESENCE OF HAZARDS, AND TO DETERMINE THE MOST APPROPRIATE MEANS AND METHODS OF UNDERTAKING THE WORK. SHOULD THE CONTRACTOR DISCOVER ANY EXISTING CONDITION THAT COULD PREVENT DELIVERY OF THE DESIRED RESULTING CONDITION, THE ARCHITECT SHOULD BE CONSULTED BEFORE UNDERTAKING THE INDICATED DEMOLITION.

3. SHOULD HAZARDOUS MATERIALS OR MATERIALS SUSPECTED OF BEING HAZARDOUS BE ENCOUNTERED, THE CONTRACTOR SHALL CEASE OPERATIONS IN THOSE LOCATIONS AND IMMEDIATELY INFORM THE OWNER'S AGENT, IN WRITING, OF THE FINDING.

4. IN CASES WHERE THE UNDERLYING CONSTRUCTION TO BE PRESERVED TO FACILITATE THE NEW WORK, DEMOLITION SHALL PROCEED ACCORDINGLY. INCLUDE REPAIRS TO THE UNDERLYING CONSTRUCTION AS NECESSARY TO MEET THE NEW MATERIALS' INSTALLATION REQUIREMENTS AS SET FORTH BY THE MANUFACTURER.

5. DEMOLITION INCLUDES THE REMOVAL OF ALL ASPECTS OF THE ITEM THAT ARE MADE OBSOLETE BY THE REMOVAL OF THAT ITEM, UNLESS AN ELEMENT CAN BE INTEGRATED WITH THE REPLACEMENT PRODUCT. IN CASES WHERE PORTIONS OF THE CONSTRUCTION ARE RETAINED WITH THE INTENT OF INTEGRATION WITH THE NEW WORK, THE CONTRACTOR SHALL VALIDATE THOSE ELEMENTS' ABILITY TO SERVE IN THE NEW CAPACITY AND WARRANT SAME.

6. PROVIDE LINTELS AND PERIMETER ENCASEMENT OF ALL NEW WALL OPENINGS. PROVIDE STRUCTURAL PERIMETER SUPPORT OF ALL FLOOR AND ROOF OPENINGS.

7. DEMOLITION OF BUILDING ELEMENTS GENERALLY INCLUDES ALL CONSTRUCTION CONCEALED WITHIN THAT ELEMENT OF CONSTRUCTION. ITEMS DISCOVERED WITHIN THE ELEMENTS INDICATED TO BE DEMOLISHED THAT ARE SUSPECTED TO BE ESSENTIAL TO THE BUILDING (STRUCTURAL COMPONENTS, DRAINAGE PIPES, ELECTRICAL FEEDS) SHALL BE RETAINED AND REPORTED TO THE ARCHITECT WHO WILL ISSUE INSTRUCTIONS.

8. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR THE PROPER AND LEGAL DISPOSAL OF ALL DEMOLISHED ITEMS. ITEMS THAT THE CONTRACTOR ELECTS TO SALVAGE MAY NOT BE STORED ON SITE.

GUIDANCE FOR MEANS AND METHODS

1. DEMOLITION WITHIN AREAS TO BE RENOVATED SHALL GENERALLY BE CARRIED OUT WITH TOOLS DESIGNED FOR CUTTING RATHER THAN THOSE DESIGNED FOR STRIKING.

2. DEMOLITION SHALL EXTEND TO NATURAL BREAK POINTS IN THE EXISITING CONSTRUCTION, WHEREVER POSSIBLE.

3. ALL DEMOLITION IS TO OCCUR IN A MANNER THAT FACILTATES THE INSTALLATION OF THE PROPOSED IMPROVEMENTS.

4. PREVENT DUST, ODOR, NOISE, DEBRIS, LIQUIDS, AND OTHER CONTAMINANTS FROM LEAVING THE DEMOLITON AREA.

5. PROVIDE NEW PERMANENT SUPPORT FOR ALL WIRES, PIPES, DUCTS, OR OTHER ITEMS PRESENTLY SUPPORTED BY THE CONSTRUCTION BEING DEMOLISHED. MINIMUM STANDARD FOR THE NEW SUPPORTS SHALL BE EQUAL TO THAT REQUIRED FOR NEW CONSTRUCTION, LESS SEISMIC RESTRAINT.

6. DURING THE DEMOLITION OF ELEMENTS OF THE BUILDING ENVELOPE, PRESERVE THROUGH TEMPORARY MEASURES THE THERMAL CHARACTERISTICS, THE WATER-TIGHTNESS, AND THE SECURITY FEATURES OF THE BUILDING.

PREPARATION OF SURFACES

1. PREPARE THE EXISTING SURFACES AND SUBSTRATES TO RECEIVE NEW CONSTRUCTION. MINIMUM STANDARD FOR THE ACCEPTABILITY OF SURFACE PREPARATION SHALL BE THE REQUIREMENTS ESTABLISHED IN THE MANUFACTURER'S LITERATURE FOR THE PROPOSED NEW MATERIAL.

2. ITEMS TO BE SALVAGED ON BEHALF OF THE OWNER AND/OR INCORPORATED INTO THE NEW WORK ARE TO BE CAREFULLY REMOVED, CLEANED AND PROTECTED. WHERE ITEMS ARE DISASSEMBLED, MARKINGS AND DIAGRAMS ARE TO BE PREPARED TO FACILITATE RE-ASSEMBLY. WHERE ITEM IS DESIGNATED FOR STORAGE OFF-SITE, PROVIDED PACKAGING AND TRANSPORT.

3. PROVIDE FLOOR LEVELING WHERE ANY PART OF THE EXISTING FLOOR VARIES MORE THAN 1/8":10'-0". LEVEL FLOORS BY GRINDING, BY APPLICATION OF A LEVELING COMPOUND OR A COMBINATION OF BOTH. CONFIRM AND WARRANT THAT THE SELECTED METHOD IS ACCEPTABLE TO THE NEW FLOORING MATERIALS AND THE ARCHITECT.

REMOVE PORTION OF PARTITION AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE DOOR AND FRAME IN ITS ENTIRETY.

REMOVE PARTITION IN ITS ENTIRETY.

REMOVE PLUMBING FIXTURES, TOILET PARTITIONS, AND TOILET ACCESSORIES IN THEIR ENTIRETY.

REMOVE STAIR AND HANDRAIL IN ITS ENTIRETY.

REMOVE ANY EXISTING PLUMBING FIXTURES IN ITS ENTIRETY.

REMOVE PORTION OF STOREFRONT AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE PORTION OF EXTERIOR WALL AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE ROLL UP DOOR IN ITS ENTIRETY.

REMOVE EXISTING COLUMN IN ITS ENTIRETY.

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

ENITRE MEZZANINE TO BE DEMOLISHEDPATCH AND REPAIR ADJACENT SURFACESAS REQUIRED.

D2D3D4D5

DR

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DATE:

DRAWN BY:

DRAWING No.:


REV

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itect

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SCALE:

AS NOTED

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SCALE: 3/32" = 1'-0"A-051FIRST FLOOR DEMOLITION PLAN1

DEMOLITION NOTESDEMOLITION KEY NOTES

SCALE: 3/32" = 1'-0"A-051MEZZANINE DEMOLITION PLAN3

A-051DEMO PHOTO (A)A

A-051DEMO PHOTO (B)B

A-051DEMO PHOTO (C)C

No.

Date

Desc

riptio

n

EXISTING ROOFING BELOW TO REMAIN

EXISTING ROOFING TO REMAIN

DEMO EXISTING PORTION OFROOFING AS INDICATED

REMOVE EXISTING ROOFING SYSTEM TO METAL DECK


26' - 6 3/4" +/-

34' -

3 1

/8" +

/-

REMOVE EXISTING CANOPY IN ITS ENTIRETY


CONTRACTOR TO FIELDVERIFY EXISTING DIRECTIONAND SLOPE OF ROOF THIS AREA


REMOVE EXISTING PORTION OFROOFING AS INDICATED

REMOVE EXISTING METAL FLASHING AND TRIM

REMOVE EXISTING METALCOPING AND FASCIA

REMOVE EXISTING SCUPPERSAND DOWNSPOUTS, TYP.

5A-310

REMOVE PORTION OF PARTITION AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE DOOR AND FRAME IN ITS ENTIRETY.

REMOVE PARTITION IN ITS ENTIRETY.

REMOVE PLUMBING FIXTURES, TOILET PARTITIONS, AND TOILET ACCESSORIES IN THEIR ENTIRETY.

REMOVE STAIR AND HANDRAIL IN ITS ENTIRETY.

REMOVE ANY EXISTING PLUMBING FIXTURES IN ITS ENTIRETY.

REMOVE PORTION OF STOREFRONT AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE PORTION OF EXTERIOR WALL AS INDICATED. COORDINATE WITH NEW WORK.

REMOVE ROLL UP DOOR IN ITS ENTIRETY.

REMOVE EXISTING COLUMN IN ITS ENTIRETY.

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

DR

AWIN

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:

FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

NS

© 2

021,

SAA

arch

itect

s, In

c.

SCALE:

AS NOTED

SAAa

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SCALE: 3/32" = 1'-0"A-052ROOF DEMOLITION PLAN1

DEMOLITION KEY NOTES

No.

Date

Desc

riptio

n

UP

UP

1

A201

4

A2012

A201

161514131211109876543

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

XX

YY

ZZ

AAAA

21

E

D

C

B

A

+/- 1281 SF

AUTO BODY SHOP TENANTTO REMAIN

NO WORK THIS AREA

803 SF +/-

STAIR B

34' -

3 1

/4"

32' -

1 1

/4" +

/-

OFFICE103

11' - 11 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

STAIR A

BREAK TLT TLT

EXTENT OF ROOF ABOVE

6' -

0"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"

11' - 11 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

29' - 7 7/8" +/- 151' - 11 1/2"

ELEC051

MECH102

10x10

10x10

10x10

10x10

10x10

10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

5x105x10

7x13

10x2510x2510x2510x1510x1510x2510x2510x255x10

5x5

5x5 5x10 5x10 5x5 5x10 5x10 5x10 5x5 5x10

10x10

10x10

10x10

10x15

10x15

5x10 5x10 5x5

10x2010x15

10x2010x15

10x2010x15

10x15

10x15

10x15

10x15

10x15

10x1510x12

10x10

10x10

5x5 5x10 5x10 5x5 5x10 5x10 5x10 5x5

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x15

10x10 10x1510x2010x20

10x20 10x15

10x20 10x15

10x20 10x15

10x20 10x15

10x20

10x20

10x20

10x20

10x20

10x20

5x15

10x20 10x15

10x20 10x15

10x20 10x15

10x20 10x15

10x20 10x10

10x20 10x10

10x20 10x10

10x20 10x10

10x15

10x15

10x25 10x10

10x20 10x10

10x15

10x15

10x15

5x5 5x10 5x10 5x5 5x10 5x10 5x55x10 5x10 5x10 5x5

10x13-6

10x10

10x10

10x10

10x10

5x10

10x10

10x10

10x10

10x10

10x10

10x10

10x30 10x30

10x20

10x20

10x20

10x20

10x20

10x20

10x20

10x20

10x20

10x20

7-6x1010x12-6

10x25

10x25

10x25

5x7-6

10x25

10x2010x20

10x10

10x10

10x15

10x10

10x1510x15

10x20

10x15

10x15

5x5 5x10

7-6x107-6x107-6x107-6x107-6x10

10x15

10x30 10x20 10x20 10x25 10x10 10x20

5x7-6

5x5

7-6x10 7-6x10

10x25

10x25

10x25

10x25

10x25

10x25

10x25

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

10x15

10x15

10x20 10x10

10x20 10x10

10x20 10x10

5' -

0" C

LR

10x13-6 10x13-6

25' - 0"

CLEAR

26' - 1" +/- 20' - 0" 2' - 9 3/8" 10' - 0" 5' - 0" 30' - 0" 5' - 0" 35' - 0" 5' - 0" 25' - 0" 5' - 0" 10' - 0"

5x10 5x10

CLR

4' -

10"

2' - 6"

2' -

6"

5x10 5x5

10x15

5x10

10x10 10x15

10x1513-6x20

LOADINGZONE

ELEV A

ELEV B

10x10

NOSTOPPING

NOSTOPPING

CLR

5' -

0"

26' -

1 5

/8" +

/- C

LR

30' - 0" +/- CLR

WASH BAY053

CLR

23' - 9 7/8" +/-

CLR

15' - 10 3/4" +/-

1360 SF +/-1205 SF +/-

784 SF +/-

CLR

5' -

0"

CLR

5' - 0"

TLT

TLT

4

A-201

1

A-201

2

A-201

3

A-201

A-4011

A-4012

A-4101

A-5011

1A-301

1A-301

2A-301

2A-301

STORAGE050

051

050B

4' - 6 1/2" 12' - 0"

7' - 8 1/2"

3' - 4"

1' - 5"

050CORR.

052052

053A

TENANT 01054

054

TENANT 02055

054A 055A

055053

056A

TENANT 03056

056

ENTERPRISETENANT

057

057A

057

STORAGE100

1A-311100

A1

DISPLAY101

100A

B1

101

102

DF

103

5x5

P3

P3 M1

M1

M1

M1

M1

M1

M1 M1 M1

M1

M1

M1

M1

M1

M1

M1M1

M1M1

M1

M1

M1

M1

A-4201 A-420

2

A-4203

A-4204

A-4206

A-4205

P1b

P1b

P1b

P1b

P1b

P1b

P1b

P1b

P1b

P1b

P1bP1b

5x7

10x25

5x13

P1b

P1b

P1b

P1b

P1b

P1

P1

P1

CLR

10' - 0" CLR

12' -

0"

P1

P1

2"

2"

2"

2"

A-4209

A-42010

050C

5

A-201

6

A-201

BOLTED DOWNSPEED BUMP, TYP.FOR (3)

EXISTING CONSTRUCTION NEW CONSTRUCTION

EXISTING CONSTRUCTION NEW CONSTRUCTION

16' - 9 3/4" 5' - 2"

35' -

7 3

/8"

1' -

1"20

' - 2

3/8

"10

' - 1

1 5/

8"

13' -

7 5

/8"

12' -

0"

4' -

3"3'

- 4"

10' -

2 1

/4"

7' -

0"

2' - 9 5/8" 5' - 0"

2' - 0"

10' - 0"

2' - 0"

5' - 0" 44' - 10 1/8" 20' - 7 5/8" 41' - 10 5/8" 15' - 0" 2' - 9 5/8"

256'

- 0"

2' -

9 5/

8"15

' - 0

"8'

- 6"

4' -

2 3/

8"

4' -

4"

10 3

/8"

209'

- 11

5/8

"10

' - 3

"1"

1' - 5 7/8" 10' - 3 5/8"

9 3/4"

4' - 4" 4' - 3" 89' - 11 7/8" 20' - 2 7/8" 1"

45' -

10"

2' -

9 5/

8"10

' - 0

"

S03

S04

S03

057B

057C

057D

050D

050A

S07

A-42012

A-42013

A-42014

5A-310

EPOXY FLOOR TRANSITION

EPOXY FLOOR TRANSITION

PROVIDE EPOXY FLOOR FINISHIN CORRIDORS ONLY. COORDCOLOR W/ OWNER.

P4

FINISH SELECTIONSBY TENANT

A-5013 SIM

DUMPSTER ENCLOSURE,PROVIDE PRESSURE TREATEDWD SHADOW FENCE

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

M1

1 1/2" METAL PANEL

1/2" METAL CHANNEL

8' 4

" AFF

STORAGE PARTITIONS BYMTL BUILDING SUPPLIER.

P1

HEAD

PLAN

BASE

3 5/8" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK

5/8" GYPSUM WALL BOARD

3 1/2" FIBERGLASSBATT INSULATION

P2

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

8" CMU

U 9051 HR FIRE RATED

P3

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK


WIRE MESH TOP

5/8" GYPSUM WALL BOARD AT OFFICE INTERIOR

MTL LINER PANELAT STORAGE UNIT

P3a PROVIDE MTL LINER PANELBOTH SIDES

P4

HEAD

PLAN

BASE

6" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



BOTH

SID

E S

CT

TO 5

'-0" A

FF

P1a PROVIDE CT TO 5'-0" AFFONE SIDE ONLY

P3b PROVIDE CT TO 5'-0" AFFAT TOILET ROOM

P1b 1 HR FIRE RATED, U419

1. BOLLARDS TO PROTECT ALL EXTERIOR CORNERS, LOADING AREAEXPOSED CORNERS, KEYPADS, AND ROLL UP DOORS.

DR

AWIN

G T

ITLE

:

FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

NS

© 2

021,

SAA

arch

itect

s, In

c.

SCALE:

AS NOTED

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SCALE: 3/32" = 1'-0"A-101FIRST FLOOR PLAN1N

DIMENSIONS TAKEN TO OUTSIDE FACE OF SHEATHING U.N.O.

PARTITION TYPES

GENERAL NOTES

No.

Date

Desc

riptio

n

1

A201

4

A2012

A201

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

2

2

1

1

E

D

C

B

A

STAIR B

STAIR A

11' - 11 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

10x20

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x1010x20 10x17-6

7-6x10 7-6x10 5x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10

5x7

5x7

5x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10 5x55x55x5

10x10 10x10 10x10 10x10 10x1010x10

10x10 10x10 10x10 10x10

10x10 10x10 10x10 10x10 10x10 10x10

10x10

5x10

10x2010x15 10x15 10x15 10x15

10x1010x2010x15 10x15 10x15 10x15

10x1010x2010x15 10x15 10x15 10x15

10x1010x2010x15 10x15 10x15 10x15

10x1010x2010x15 10x15 10x15 10x15

10x1010x15 10x20 10x20 10x10 10x15

5x1010x10 10x10 10x105x10 5x10 10x10

5x5 5x5 5x5 5x5

10x1010x20 10x20 10x10 10x15

10x1010x20 10x20 10x10 10x15

10x1010x20 10x20 10x20 10x10 10x15

10x1010x15 10x20 10x20 10x10 10x15

10x1010x15 10x20 10x20 10x10 10x15

10x1010x15 10x20 10x1510x1510x15

10x2010x1510x15 10x10 10x15

10x1010x15 10x20 10x1510x1510x15

10x1010x15 10x20 10x1510x1510x15

5x10 5x10 5x10

5x55x55x55x5

10x1010x1010x2010x10 5x10 10x1010x10

5x55x55x55x5

256'

- 0"

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x5

5x55x10 5x10 5x10 5x10 5x10

5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5

5x5 5x5 5x55x5 5x5 5x5 5x5 5x55x5 5x5 5x55x5 5x55x5

5x55x5 5x55x5 5x55x5 5x55x55x5 5x5 5x5 5x5 5x5 5x5

10x15

10x15

ELEV A

ELEV B

1' - 5 7/8" 130' - 0"

6' -

0"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"

151' - 11 1/2"

11' - 11 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

M1

M1 M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1M1

M1

M1

M1

M1

M1

M1

M1

M1 M1

M1 M1

M1

4

A-201

1

A-201

2

A-201

3

A-201

1A-301

1A-301

2A-301

A-4013

A-4014

1A-311

STORAGE200

DISPLAY201

A2

202

DISPLAY202

B2

1' - 5 7/8" 10' - 0" 5' - 0" 35' - 0" 5' - 0" 30' - 0" 5' - 0" 25' - 0" 5' - 0" 10' - 0"

A-4207

A-4208

NOTE 1: CONTRACTOR TO ADVISE EXISTING DRAINAGEPATTERN. PROVIDE ADEQUATE DRAINAGE PER

CURRENT BUILDING CODE IN FORCE. 5

A-201

6

A-201

2' -

6"

2' - 6"

3' - 0"

201

2' -

6"

3' - 0"

A-42011

5x10

5x10

5A-310

PAINT EXISTING ROOFING


P2

P2

P2

P2

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

M1

1 1/2" METAL PANEL

1/2" METAL CHANNEL

8' 4

" AFF


P1

HEAD

PLAN

BASE

3 5/8" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



P2

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

8" CMU


P3

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK


WIRE MESH TOP




P4

HEAD

PLAN

BASE

6" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



BOTH

SID

E S

CT

TO 5

'-0" A

FF




DR

AWIN

G T

ITLE

:

FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

NS

© 2

021,

SAA

arch

itect

s, In

c.

SCALE:

AS NOTED

SAAa

rchi

tect

s-O

hio,

Inc.

600

Nor

th H

artle

y St

reet

, T

-717

.843

.320

0

York

, PA

1740

4w

ww

.SAA

arch

itect

s.co

mSu

ite 1

50F

-717

.699

.020

5

CO

NSU

LTAN

T:

11/4

/202

1 12

:49:

18 P

MG

:\Sha

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driv

es\S

AA P

roje

ct F

iles—

activ

e\BK

B - P

arm

a 21

-032

\05

Draw

ings

\19-

040

Parm

a O

H R2

0.rv

t

A-102

SEC

ON

D F

LOO

R P

LAN

21-032

10/26/2021

JMG


CONV

ERSI

ON

& NE

W C

ONS

TRUC

TIO

N FO

R

CU

YAH

OG

A C

OU

NTY

7800

BR

OAD

VIEW

RO

AD, P

ARM

A, O

H 4

4134

PRO

SAFE

STO

RAG

E

SCALE: 3/32" = 1'-0"A-102SECOND FLOOR PLAN1

PARTITION TYPES

DIMENSIONS TAKEN TO OUTSIDE FACE OF SHEATHING U.N.O.

No.

Date

Desc

riptio

n

1

A201

4

A2012

A201

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

2

2

1

1

E

D

C

B

A

STAIR A

STAIR B

10x20

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x20 10x17-6

7-6x10 7-6x10 5x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10

5x7

5x7

5x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10

7-6x10 5x5

5x10

5x5

5x10

5x5

5x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x105x10 5x10

5x10 5x55x55x5 5x10 5x10 5x10 5x105x5 5x5 5x5 5x5

10x15 10x15

10x15 10x15

10x15 10x15

10x15 10x15

10x15 10x15

10x15

10x10 10x10

10x14 10x15

10x10

10x10

10x10

10x10

10x10 10x10

5x10

5x1010x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

7-6x10 10x10 10x10

5x10 10x10

10x105x10 10x105x10

10x15

10x15

10x15

10x15

10x15

10x15

10x105x10

5x5 5x5

5x10

5x10

5x10

5x10

10x15

10x15

10x15

5x5

7-6x10 10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10

10x10 10x10 10x10 10x10 10x10

5x5 5x5 5x5 5x55x10 5x10 5x10 5x10 5x10 5x5

5x55x10 5x10 5x10 5x10 5x5

256'

- 0"

7-6x10

5x55x5

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

5x55x5

7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

7-6x10 7-6x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x15

5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

5x10

ELEV A

ELEV B 5x10

5x5

5x1010x15

10x15

151' - 11 1/2"

11' - 11 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

6' -

0"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"10

' - 0

"

1' - 5 7/8" 130' - 0"

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

4

A-201

1

A-201

2

A-201

3

A-201

1A-301

1A-301

2A-301

A-4019

A-40110

1A-311

B3

A3

DISPLAY301

DISPLAY302

302

STORAGE300

5

A-201

6

A-201

301

3' - 0"

2' -

6"

2' - 6"

2' -

6"

3' - 0"


CURRENT BUILDING CODE IN FORCE.

A-4105



M1 M1

M1M1M1M1M1

M1

M1

M1

M1

M1

M1

M1

M1

M1 M1 M1

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

M1

1 1/2" METAL PANEL

1/2" METAL CHANNEL

8' 4

" AFF


P1

HEAD

PLAN

BASE

3 5/8" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



P2

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

8" CMU


P3

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK


WIRE MESH TOP




P4

HEAD

PLAN

BASE

6" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



BOTH

SID

E S

CT

TO 5

'-0" A

FF




DR

AWIN

G T

ITLE

:

FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

NS

© 2

021,

SAA

arch

itect

s, In

c.

SCALE:

AS NOTED

SAAa

rchi

tect

s-O

hio,

Inc.

600

Nor

th H

artle

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, T

-717

.843

.320

0

York

, PA

1740

4w

ww

.SAA

arch

itect

s.co

mSu

ite 1

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-717

.699

.020

5

CO

NSU

LTAN

T:

11/4

/202

1 12

:49:

41 P

MG

:\Sha

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driv

es\S

AA P

roje

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iles—

activ

e\BK

B - P

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Draw

ings

\19-

040

Parm

a O

H R2

0.rv

t

A-103

THIR

D F

LOO

R P

LAN

21-032

10/26/2021

JMG


CONV

ERSI

ON

& NE

W C

ONS

TRUC

TIO

N FO

R

CU

YAH

OG

A C

OU

NTY

7800

BR

OAD

VIEW

RO

AD, P

ARM

A, O

H 4

4134

PRO

SAFE

STO

RAG

E

SCALE: 3/32" = 1'-0"A-103THIRD FLOOR PLAN1

PARTITION TYPES

No.

Date

Desc

riptio

n

161514131211109876543

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

21

E

D

C

B

A

1A-301

1A-301

2A-301

2A-301

1A-311

A-5012

STORAGE100

STAIR AA

STORAGE050

STAIR BB

ENTERPRISETENANT

057

WASH BAY053

CORR.052

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ELEV B

DISPLAY101

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SCALE: 3/32" = 1'-0"A-141FIRST FLOOR REFLECTED CEILING PLAN1

REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPE.

No.

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161514131211109876543

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STORAGE300

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161514131211109876543

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STORAGE200

ELEV A

ELEV B

DISPLAY201

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REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPE. SCALE: 3/32" = 1'-0"A-142THIRD FLOOR REFLECTED CEILING PLAN2

REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPE. SCALE: 3/32" = 1'-0"A-142SECOND FLOOR REFLECTED CEILING PLAN1

No.

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1. PRIMARY ROOF DRAINAGE IS DESIGNED TO MEET THE REQUIREMENTSOF THE INTERNATIONAL PLUMBING CODE USING A ONE-HOUR 100-YEARSTORM OF 2.75".

2. SECONDARY ROOF DRAINAGE SYSTEM IS NOT REQUIRED FOR ADDITIONSINCE THE ROOF PERIMETER CONSTRUCTION WILL NOT ENTRAP WATER.

3. SECONDARY ROOF DRAINAGE PROVIDED VIA DUAL-HEIGHT INTEGRAL ROOFDRAINS WHERE EXISTING DRAINAGE PATTERN MODIFIED BY NEW WORK.

4. SLOPE ROOF SURFACES AT 1/4" : 12" MINIMUM.5. COPINGS ARE TO BE A MINIMUM OF .04" PREFINISHED ALUMINUM, HELD

W/ CONTINUOUS CLEATS.6. PROVIDE VENT FLASHING SLEEVES FOR ALL PIPE/CONDUIT PENETRATIONS.7. LOCATE ALL EQUIPMENT REQUIRING SERVICE MORE THAN TEN FEET FROM

ANY ROOF EDGE.8. DOWNSPOUTS ARE TO BE RECTANGULAR PREFINISHED ALUMINUM.9. TAPERED INSULATION CRICKETS SHALL BE INSTALLED 2X THE SLOPE OF ROOF

UPSTREAM/UPHILL SIDE OF ALL EQUIPMENT CURBS LARGER THAN 24" ANDEXTEND 6" BEYOND EQUIPMENT AT APPROXIMATE LIMITS INDICATED ON PLAN.SLOPE OF VALLEY FORMED BY CRICKET IS DESIGNED TO APPROXIMATE A SLOPE OF 1/8" / 12".

1

A201

4

A2012

A201

161514131211109876543

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4

A-201

1

A-201

2

A-201

3

A-201

1A-301

1A-301

2A-301

DS

DS

DS

DS

DS

DS

60 MIL TPO MEMBRANE ROOFING SYSTEM OVER R-30 CI, MIN 20YEAR WARRANTY

5.5"DX7"W PREFIN ALUM GUTTER,INSTALL LEVEL

4"X3" PREFIN ALUM DOWNSPOUT, TYP. FOR (8)

1A-311

1/4" / 12"

SEE MECH DRAWINGS, TYP.CU-1-2

CU-2-1

CU-3-1 CU-1-3

CU-2-2

CU-3-2

CU-1-5 CU-3-3

CU-2-3

CU-1-1

CU-1-4

CU-2-4

CU-3-4

TPO MEMBRANE ROOFING SYSTEM.PROVIDE MIN R-30 RIGID INSULATIONOVER EXISTING METAL DECK, MIN20 YEAR WARRANTY

TPO MEMBRANE ROOFING SYSTEM.PROVIDE MIN R-30 RIGID INSULATIONOVER EXISTING METAL DECK, MIN20 YEAR WARRANTY

SLOPE ROOF MIN 1/4" : 12"


CURRENT BUILDING CODE IN FORCE. 5

A-201

6

A-201

NEW SCUPPER AND DOWNSPOUT, TYP.

SLOPE ROOF MIN 1/4" : 12"

1A-310

1A-310

INTERNAL ROOF DRAINSW/ INTEGRAL OVERFLOW,TYP. FOR (3), B.O.D. ZURN Z165

ROOF OVER-BUILD, REFER TO STRUCTURAL, TYP.

WIDTH PER STRUCTURAL

+/-1/4" :12"

DS

4x4 PREFIN ALUM GUTTER

+/-1/4" : 12"

1/4" / 12"

DS

DS

ROOF ACCESS LADDER

5A-310


2X3 DOWNSPOUT

PROVIDE NEW MTL FASCIA, TYP.

RD

RD

CU-3-6

CU-3-6

2 5/8" / 12"

MEMBRANE ROOFING

RIGID INSULATION

SPUN ALUMINIUM BASE

LAP SEALANT

1-1/2" ROOF DECK

STAINLESS CLAMPING RING

PVC BOOT

STAINLESS CLAMPING RING

MEMBRANE ROOFING

SEALANT FOR FULL LENGTH

ATTACH WITH SELF-TAPPINGSTAINLESS STEEL SCREWS

MEMBRANE FLASHING CENTERED OVER EDGE OF BREAK METAL


ALUMINUM EDGE FLASHING

2x6 WOOD NAILER

RECTANGULAR ALUMINUM GUTTER

2"1"

5 1/

2"

R-30 MIN CONTINUOUSRIGID INSULATION ONMTL ROOF DECK

7"

MIN 2"MEMBRANE ROOFING

RIGID INSULATION

ROOF DECK

ROOF DRAIN

TAPERED INSULATION (NET: 1/4":12")

BONDING ADHESIVE

WATER CUTOFF MASTIC

MIN 6"

LAP SEALANT

1' - 4"

ROOF LINE

ROOF LINE

4"6"

1'-0

" MAX

3' -

6"

2' - 0"

NOTE: PROVIDE 30" X 30" ROOF PADS AT BOTH UPPER AND LOWER STEP-OFF POINT OF LADDER. VENDOR TO DESIGN LADDER TO WITHSTAND ALL LOADINGS DESCRIBED IN OSHA 3124-12R.

7"

EQU

AL

1'-0

" MAX

.

EQU

AL

6"

ROOF LINE

3' -

6"

STAINLESS STEELEXPANSION ANCHORS,ATTACHMENTS AT 5'-0" O.C. VERT MAX

STEEL LADDERW/ NON-SLIPRUNGS

WELD ALL CONNECTIONS, TYP.

GALVANIZED STEEL LADDER

GALVANIZED STEEL LADDER

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ROOF PLAN NOTES

SCALE: 3/32" = 1'-0"A-151ROOF PLAN1

SCALE: 3" = 1'-0"A-151TYP ROOF DETAIL - AIR VENT2

SCALE: 3" = 1'-0"A-151TYP ROOF DETAIL - GUTTER3

SCALE: 1 1/2" = 1'-0"A-151ROOF DRAIN DETAIL4

SCALE: 3/4" = 1'-0"A-151ROOF LADDER DETAIL5

No.

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Desc

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FIRST FLOOR100' - 0"

ROOF BRG (LOW)132' - 0"

SECOND FLOOR110' - 8"

THIRD FLOOR121' - 4"

10' -

8"

10' -

8"

10' -

8"

TOP OF ROOF BEYOND

EXISTING NEW

SIGNAGE

CLEAR ANODIZED STOREFRONT SYSTEM

FLAT METAL AWNING TO MATCH STOREFRONT, TYP.5'-0" DEPTH X 14'-0" WIDE

BUILDING MOUNTED SIGNAGE BY OTHERS PER BRAND STANDARDS

CMU-1 CMU-2

EIFS-1EIFS-2

3' - 4"

3' - 4"3' - 4"

EIFS-1

37' -

0"

PREFIN MTL COPING, TYP.

30' - 3 1/8" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 11' - 4" 10' - 0" 11' - 4 1/4" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 21' - 3 1/8"

10' -

8"

4' -

4"4'

- 8"

1' -

4"9'

- 4"

2A-301

ROOF BRG (HIGH)134' - 8 3/4"

S01 S01

A1

050050A

S02

S03 S03

S05

S06

REPOINT EXISTING BRICK AS REQ'DPNT EXISTING ROOFING, COLOR TBD

057A056A055A054A

9' -

4"

22' -

0 3

/4" +

/-

NEW CONSTRUCTION

20' - 11 3/4"153' - 0 1/4"HIGH SPEED, STEEL

ROLL UP DOOR

103

S04

RECONFIGURE STOREFRONT TOACCOMMODATE NEW DOOR, TYP.

14' -

0"

12' - 0"

8' -

6"

LOUVER, SEE MECH DRAWINGS, TYP.

8' -

6"

NEW PREFIN MTL COPING, TYP.

EXISTING COLUMN TO REMAIN

1' -

0"

1' -

2 3/

4"




TOP OF ROOF BEYOND EIFS-2


EIFS-1

FLAT METAL AWNING TO MATCH STOREFRONT,5'-0" DEPTH X 11'-0" WIDE

37' -

2 3

/4"

10' -

8"

10' -

8"

6' - 10 1/2" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 8' - 11 3/4" 12' - 2 3/8" 10' - 0" 12' - 2 3/8"

5' -

0 1/

2"10

' - 8

"9'

- 0"

1' -

4"9'

- 4"

35' -

4 1

/2"

1A-301

1A-301

ROOF BRG (HIGH)134' - 8 3/4"

REPOINT EXISTING BRICKAS REQ'D

PREFIN MTL FASCIA, TYP. PREFIN MTL COPING

1' -

4"9'

- 4"

054050B 052 053ANEW SCUPPER ANDDOWNSPOUT, TYP.MATCH EXISTING SIZEAND COLOR, TIE INTONEW ROOF SYSTEM

10' - 1" +/-

RECONFIGURE STOREFRONTTO ACCOMMODATE NEW DOOR

46' - 4 3/8"

10' -

0"

12' - 0"

OVHDGARAGEDOOR

ROOF ACCESS LADDER BEYOND

5A-310

LOUVER, SEE MECH DRAWINGS, TYP.

NEW PREFIN MTL COPING/FASCIA





TOP OF ROOF

EXISTINGNEW

EIFS-2

CMU-2CMU-1

32' -

0"

10' -

8"

10' -

8"

10' -

8"

FLAT METAL AWNING, TYP.5'-0" DEPTH X 11'-0" WIDE

9' -

4"1'

- 4"

9' -

0"10

' - 8

"

11' - 3 7/8" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 5"

2A-301

ROOF BRG (HIGH)134' - 8 3/4"

100AB1

REPOINT EXISTING BRICK AS REQ'D

050C 050D

132' - 3 3/4"

21' -

1" +

/-

HIGH SPEED, STEELROLL UP DOOR

9' -

4"1'

- 4"

14' -

0"

12' - 0"33' - 4"

8' -

6"

LOUVER, SEE MECH DRAWINGS

PREFIN MTL FASCIA, TYP.

NEW PREFIN MTLCOPING/FASCIA





TOP OF ROOF

TOP OF ROOF BEYOND

CMU-1 CMU-2

CLEAR ANODIZED, ALUMSTOREFRONT SYSTEM

FLAT METAL AWNING TO MATCH STOREFRONT,5'-0" DEPTH X 11'-0" WIDE

EIFS-1 EIFS-2

10' -

8"

10' -

8"

9' -

4"

1' -

4"

4' -

8"4'

- 4"

10' -

8"

3' - 4"

3' - 4" 4' - 6" 10' - 4 7/8" 4' - 6" 10' - 10" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 9 1/2"

1A-301

1A-301

4"X3" PREFIN ALUM DOWNSPOUT, TYP. FOR (8)

5.5"DX7"W PREFIN ALUM GUTTER, INSTALL DEAD LEVEL

1A-311

S05

S06

PARAPET BEYOND

21' - 2 5/8"

257' - 0 3/4"

100 LOUVER, SEE MECH DRAWINGS, TYP.

1

56

2 4

3

EXISTING NEW


EIFS-1

EIFS-2

PREFIN MTL COPING

EIFS-2

S07

CMU-1 CMU-2

STOREFRONT

EXISTING / NEW INFILL

32' - 1 1/4" +/-

NEW CONSTRUCTION

34' - 9 5/8"

LOUVER, SEE MECH DRAWINGSPREFIN ALUM GUTTER AND DS

EXISTING COLUMN, TYP.


EXIST / INFILL

10' - 11 5/8"11"

NEW CONSTRUCTION

34' - 9 7/8" 1' - 1"

NEW CONSTRUCTION

20' - 2 3/8"

EIFS-2 EIFS-2

EXIS

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SCALE: 3/32" = 1'-0"A-201EAST EXTERIOR ELEVATION (FACING BROADVIEW RD)1

SCALE: 3/32" = 1'-0"A-201SOUTH EXTERIOR ELEVATION2

SCALE: 3/32" = 1'-0"A-201WEST EXTERIOR ELEVATION3

EXTERIOR FINISH SCHEDULELABEL DESCRIPTION MANUFACTURER MODEL COLOR

CMU-1 CONCRETE MASONRY UNIT YORK BUILDING PRODUCTS OREQ

SPLIT FACE CMU COCOA

CMU-2 CONCRETE MASONRY UNIT YORK BUILDING PRODUCTS OREQ

SPLIT FACE CMU ADOBE

EIFS-1 EXTERIOR INSULATION FINISH SYSTEM DRYVIT OR EQ SANDBLAST MATCH SW#9146 FADEDFLAXFLOWER

EIFS-2 EXTERIOR INSULATION FINISH SYSTEM DRYVIT OR EQ SANDBLAST MATCH SW#6070 HERON PLUMEMETAL AWNING PREFIN MTL AWNING TO MATCH STOREFRONTPREFIN MTL FASCIA TO MATCH STOREFRONTSTOREFRONT THERMALLY BROKEN ALUMINUM

STOREFRONT SYSTEMCLEAR ANODIZED

HIGH SPEED STEELROLL UP DOOR

HIGH SPEED, STEEL ROLL UP DOOR HORMANN STEEL RANGER9000L

STANDARD FINISH

METAL MAN DOOR PAINT COLOR TBDLOUVER PAINT TO MATCH SURROUNDING

FACADE

SCALE: 3/32" = 1'-0"A-201NORTH EXTERIOR ELEVATION4

ELEVATION KEY PLANN

SCALE: 3/32" = 1'-0"A-201ELEVATION5

SCALE: 1/8" = 1'-0"A-201ELEVATION6

No.

Date

Desc

riptio

n



16151413121110987654321



2A-301

A-3101

ROOF BRG (HIGH)134' - 8 3/4"

A-3102



F G H I J K L M N O P Q R S T U V W X Y Z AA



EDCBA

1A-301

1A-301

A-3103

A-3104

1A-311

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AS NOTED

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SCALE: 1/8" = 1'-0"A-301BUILDING SECTION1

SCALE: 1/8" = 1'-0"A-301BUILDING SECTION2

No.

Date

Desc

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n


3



ROOF BRG (HIGH)134' - 8 3/4"

EXISTING BAR JOIST TO REMAIN,SEE STRUCTURAL DRAWINGS

EXISTING MTL DECK TO REMAIN

TOP OF STORAGE UNIT BEYOND

MIN R-30 RIGID INSULATION

EXISTING EXTERIOR WALL TO REMAIN

EXISTING FOUNDATION TO REMAIN,SEE STRUCTURAL DRAWINGS FOUNDATION, SEE

STRUCTURAL DRAWINGS

1-1/2" MTL LINER PANELBY MTL BUILDING SUPPLIER

6" MTL FRAMING BYMTL BUILDING SUPPLIERW/ R-13 BATT INSULATION

5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIER

R-10 RIGID INSULATION

R-7.5 RIGID INSULATION

EIFS

SEE STRUCTURAL DRAWINGS


TPO MEMBRANE ROOFING SYSTEM


MTL DECK, SEESTRUCTURALDRAWINGS




TAPERED INSULATION, R-30 MIN

VAPOR BARRIER

A-31110

TPO MEMBRANE ROOFINGSYSTEM, TYP.

2"

MINERAL WOOL FIRESTOPPING

A-3115 SIM

OPP

2' -

6"

1/2" / 12"


AA



A-3116

A-3115

MINERAL WOOLFIRESTOPPING, TYP.

TPO MEMBRANEROOFING SYSTEM




A-3118

GRADE (VARIES), SEECIVIL DRAWINGS

FOUNDATION, SEESTRUCTURAL DRAWINGS

SEE STRUCTURALDRAWINGS

SEE STRUCTURALDRAWINGS

SPLIT FACE CMU BEYOND

THERMALLY BROKEN, CLR ANODIZED,ALUM STOREFRONT SYSTEM, TYP.

6" MTL FRAMING BYMTL BUILDING SUPPLIER

6" MTL FRAMING BY MTL BUILDING SUPPLIER W/ R-13 BATT INSULATION5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATION

EIFS

A-3117

VAPOR BARRIER

15' -

8"




A

B1


INSULATED MTL DOOR

8" CMU


EIFS

A-3114

SIDEWALK, SEECIVIL DRAWINGS


1-1/4" AIR SPACE

SPLIT FACE CMU




SPRAY APPLIED AIR BARRIER

VAPOR BARRIER

SEALANT, TYP.

SELF ADHEREDMEMBRANE FLASHING

FT WD BLOCKING, TYP.

PREFIN MTL FASCIA



16




6" MTL FRAMING BY MTLBUILDING SUPPLIER W/R-13 BATT INSULATION



EIFS


CMU WALL BEYOND


CMU WALL BEYOND


CMU WALL BEYOND

A-1513 SIM

OPP

1-1/4" AIR SPACE

SPLIT FACE CMU

GROUT SOLID BELOW FLASHING

PROVIDE MIN (1) COURSEBELOW GRADE




PROVIDE ADJUSTABLE GALV.METAL TIES 1'-4" O.C. VERT.2'-8" HORIZ. MAX, TYP.

A-3113




THROUGH WALL FLASHINGW/ PLASTIC WEEPS @ 32" O.C.

SELF ADHERED MEMBRANE FLASHING

DOWNSPOUT BEYOND,CONNECT TO BOOT, SEEDETAIL 9/A-311

VAPOR BARRIER



1



A-1513 SIM

8" CMU

CMU, REFERTO ELEVATIONS

R12.5 RIGIDINSULATION

SPRAY APPLIEDAIR BARRIER

1-1/4" ARI SPACE

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SCALE: 3/4" = 1'-0"A-310WALL SECTION1



SCALE: 3/4" = 1'-0"A-310WALL SECTION2 SCALE: 3/4" = 1'-0"A-310

WALL SECTION5

No.

Date

Desc

riptio

n



16



5' - 0"

1' -

4"9'

- 4"

INSULATED MTL DOOR


HEADER, SEE STRUCTURAL DRAWINGS, TYP.

3-5/8" MTL FRAMINGVINYL SOFFIT

A-1513 SIM

OPP


PAVEMENT, SEE CIVIL DRAWINGS

PROVIDE FLASHING ANDSEALANT AS REQ'D

1-1/2" MTL LINER PANEL BYMTL BUILDING SUPPLIER





MTL DECK, SEESTRUCTURAL DRAWINGS

R-30 RIGID INSULATIONTPO MEMBRANE ROOFING SYSTEM


PREFIN MTL FLASHING W/ HEMMEDMTL DRIP EDGE

PREFIN MTL AWNING W/ BRACKETAND SUPPORT PER MFR SPECIFICATIONS,B.O.D. MAPES CANOPIES, MODEL: SUPERLUMIDECK FLAT SOFFIT




EIFS

1-1/4" AIR SPACE

SPLIT FACE CMU

A-3113 SIM

DOWNSPOUT BEYOND,CONNECT TO BOOT, SEEDETAIL 9/A-311

VAPOR BARRIER

16


3 5/8"

1 1/4"1 1/2"

5/8"

6"

1 1/2"

PREFIN MTL FLASHINGW/ HEMMED MTL DRIP EDGE



SPLIT FACE CMU


1-1/4" AIR SPACE

6 3/8"8 1/8"

A

8" CMU


R-12.5 RIGID INSULATION1-1/4" AIR SPACE

SPLIT FACE CMU


PREFIN MTL FLASHINGW/ HEMMED MTL DRIP EDGE

SEALANT

3 5/8"1 1/4"

1 1/2"1"

7 5/8"

DOOR HEAD JAMB

6 3/8" 8 5/8"

AAPREFIN MTL COPING


5/8" GYPSUM SHEATHING

PREFIN MTL PANEL

MINERAL WOOL FIRESTOPPING

TPO MEMBRANE ROOFING SYSTEMSEALANT, TYP.


PREFIN MTL TERMINATION BARW/ ANCHORS, INSTALL PER MFRSPECIFICATIONS

6" MTL FRAMING BYMTL BUILDNG SUPPLIER

5/8" DENS ELEMENT BARRIERSYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIER


EIFS

1 1/2"

6"

5/8" 1 1/2"



AA


THERMALLY BROKEN, CLR ANODIZED, ALUM STOREFRONT SYSTEM, TYP.



6" MTL FRAMING BY MTLBUILDING SUPPLIER W/R-13 BATT INSULATION5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATION

EIFSFT WD BLOCKING, TYP.

PREFIN ALUM SILL FLASHING

SELF ADHERED MEMBRANEFLASHING W/ HEMMED MTLDRIP EDGE

4 3/8" 3 3/4"

3/4"3/4"

4 1/2"


AA

EXTENT OF SPLIT FACECMU BEYOND


THERMALLY BROKEN, CLR ANODIZED,ALUM STOREFRONT SYSTEM



1-1/2" MTL LINER PANELBY MTL BUILDING SUPPLIER,PROVIDE 5/8" GWB AT OFFICEIN LIEU OF MTL LINER PANEL



GROUT SOLID

SPLIT FACE CMU



4 3/8" 3 3/4"3/4"

5 5/8"

SLOPE FOR DRAINAGE

AA


3/4" THICK RIGID INSULATION,WRAP W/ 20 GA MTL TO MATCHALUM STOREFRONT


4 3/8" 3 3/4" 3/4"

PREFIN ALUM HEAD FLASHING



1-1/2" MTL LINER PANELBY MTL BUILDING SUPPLIER,PROVIDE 5/8" GWB IN LIEUOF MTL LINER PANEL AT OFFICE

THERMALLY BROKEN, CLR ANODIZED,ALUM STORFRONT SYSTEMFT WD BLOCKING, TYP.

MOUNT TO WALL WITH SPLIT RINGPIPE CLAMPS

2"4"

TRADE DEMARKFACE OF WALLDOWNSPOUT

EXTEND DOWNSPOUT INTOADAPTERADAPTERFINISH GRADE

CLEANOUT PLUG

5' - 0" ±

CO

VER

2' -

0".

ALL PIPE TO BE PVC SDR-35

45° ELL

45° ELLCOUPLINGREDUCER

4"

COMPRESSIBLE TUBE

8" M

IN. A

BOVE

FI

NIS

HED

RO

OF


METAL COUNTER FLASHING

METAL TERMINATION BAR

MEMBRANE FLASHING

BONDING ADHESIVE

LAP SEALANT

RIGID INSULATIONMEMBRANE ROOFING

11 3

/4"

COMPRESSIBLE INSULATION W/ RETAINER

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SCALE: 3/4" = 1'-0"A-311WALL SECTION @ RECESSED ENTRY1

SCALE: 1 1/2" = 1'-0"A-311ENLARGED DETAIL3


SCALE: 1 1/2" = 1'-0"A-311ENLARGED PARAPET DETAIL5




SCALE: 3/4" = 1'-0"A-311TYP DOWNSPOUT CONNECTION DETAIL9

SCALE: 3" = 1'-0"A-311EXPANSION JOINT DETAIL10

No.

Date

Desc

riptio

n

1098

Z

AA

STAIR AA

5A-401

A1

3' - 8" CLR

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

6" 3' - 4" 2' - 1 3/8" 1' - 0"

9 TREADS @ 11"

8' - 3" 4' - 2"

3"P2

P2

1"7

5/8"

8' -

11 5

/8"

7 5/

8"

7 5/8" 19' - 4 3/8" 7 5/8"

3 7/8" 3 7/8" 3 7/8" 3 7/8"

P2

UP

UP

VERTICAL CLEARANCE RAIL

161514

B

A

2A-301

STAIR BB

B1

6" 3' - 4" 1' - 8 5/8" 1' - 0"

9 TREADS @ 11"

8' - 3" 1' - 0" 3' - 0 1/2"

7 5/

8"8'

- 11

5/8

"7

5/8"

1"

3 7/

8"3

7/8"

7 5/8" 18' - 11 5/8" 8 5/8"

3 7/8" 3 7/8" P2

P2

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

CLR

3' - 8"

VERTICAL CLEARANCE RAIL

UP

UP

1098

Z

AA

STAIR AA

5A-401

A2

UP

DN

DN

6" 3' - 4" 3' - 0 3/8" 1' - 0"

8 TREADS @ 11"

7' - 4" 1' - 0" 3' - 2"

3' - 8" CLR

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

P2

P2

P2

1"7

5/8"

8' -

11 5

/8"

7 5/

8"

7 5/8" 19' - 4 3/8" 7 5/8"

3 7/8" 3 7/8" 3 7/8" 3 7/8"

1' - 0"

9 TREADS @ 11"

8' - 3" 1' - 0"

3"3"6' - 5 3/8"

11A-401

161514

B

A

2A-301

STAIR BB

B2

6" 3' - 4" 2' - 7 5/8" 1' - 0"

8 TREADS @ 11"

7' - 4" 1' - 0" 3' - 2"

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

3"

CLR

3' - 8"

DN

DNUP

1' - 0"

9 TREADS @ 11"

8' - 3" 1' - 0"

7 5/

8"8'

- 11

5/8

"7

5/8"

1"

3 7/

8"3

7/8"

7 5/8" 18' - 11 5/8" 8 5/8"

3 7/8" 3 7/8"


1098



VERTICAL CLEARANCE RAIL BEYOND

9 R

ISER

S @

6-3

/4" +

/-

5' -

0 5/

8"

10 R

ISER

S @

6-3

/4" +

/-

5' -

7 3/

8"

9 R

ISER

S @

6-3

/4" +

/-

5' -

0 5/

8"

10 R

ISER

S @

6-3

/4" +

/-

5' -

7 3/

8"

A2

A3

1 1/2"

2"6-

3/4"

RIS

ER

SEE STAIR PLANS

11" 1"

1' - 0"

12" STEEL CHANNEL STRINGER

12GA SUB-TREAD/RISER WELDED TOSTRINGER

ANGLE/BENT PLATE WELDEDCONECTION BETWEENSUB-TREAD/RISER AND STRINGER

ANTI-SLIP STRIP, TYP.

2'-10" A.F.F. @ NOSING

HANDRAIL

ANCHOR

1 1/2" 1 1/2"GUARD POST

2" X 12" TRACTION TREAD

BOLT CARRIER PLATE TOSTRINGER/EDGE SUPPORT

GALV. 12" CHANNEL STRINGER

SELECT STRINGER AND POST STEELTO ALLOW FULL PERIMETER WELD

OPTIONAL BEARING ANGLE

1098

Z

AA

5A-401

STAIR AA

A3

P2

P2

P2

6" 3' - 4" 3' - 0 3/8" 1' - 0"

8 TREADS @ 11"

7' - 4" 1' - 0" 3' - 2"

DN

DN

3' - 8" CLR

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

7 5/8" 19' - 4 3/8" 7 5/8"

3 7/8" 3 7/8" 3 7/8" 3 7/8"

1"7

5/8"

8' -

11 5

/8"

7 5/

8"

3"

161514

B

A

2A-301

STAIR BB

DN

DN

B3

6" 3' - 4" 2' - 7 5/8" 1' - 0"

8 TREADS @ 11"

7' - 4" 1' - 0" 3' - 2"

3"3'

- 8"

CLR

1' -

1 5/

8"3'

- 8"

CLR

3"

CLR

3' - 8"

3"

P2

P2

7 5/

8"8'

- 11

5/8

"7

5/8"

1"

3 7/

8"3

7/8"

7 5/8" 18' - 11 5/8" 8 5/8"

3 7/8" 3 7/8"


PTD MTLSTAIR LANDING

DOOR

FLOOR SLAB

STORAGE STAIR A

8" CMU

DR

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FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


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SCALE:

AS NOTED

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4134

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SCALE: 3/8" = 1'-0"A-401ENLARGED FIRST FLOOR PLAN - STAIR A1

SCALE: 3/8" = 1'-0"A-401ENLARGED FIRST FLOOR PLAN - STAIR B2

SCALE: 3/8" = 1'-0"A-401ENLARGED SECOND FLOOR PLAN - STAIR A3

SCALE: 3/8" = 1'-0"A-401ENLARGED SECOND FLOOR PLAN - STAIR B4

SCALE: 3/8" = 1'-0"A-401TYP STAIR SECTION5

SCALE: 1 1/2" = 1'-0"A-401STEEL STAIR TREAD DETAIL6

SCALE: 3" = 1'-0"A-401HANDRAIL BRACKET DETAIL7

SCALE: 1 1/2" = 1'-0"A-401TYP LANDING DETAIL8

SCALE: 3/8" = 1'-0"A-401ENLARGED THIRD FLOOR PLAN - STAIR A9

SCALE: 3/8" = 1'-0"A-401ENLARGED THIRD FLOOR PLAN - STAIR B10

SCALE: 3" = 1'-0"A-401TYP DETAIL AT STAIR LANDING11

No.

Date

Desc

riptio

n

65

M

N

3A-410

ELEV A

ELEV B

7 5/

8"15

' - 0

"7

5/8"

7' -

4"4"

7' -

4"

7 5/8" 9' - 6 1/2" 7 5/8"

6" 3 7/8"

2' -

5"4'

- 0"

CLR

OPN

G11

"4"

11"

4' -

0" C

LR O

PNG

2' -

5"

65

M

N

3A-410

ELEV A

ELEV BSLOP

E TO

DRA

IN

7 5/

8"7'

- 4"

4"7'

- 4"

7 5/

8"

7 5/8" 9' - 6 1/2" 7 5/8"

SUMP PIT LCOATIONAND SIZE TO BECOORDINATED BY GC

POWER UNIT, TYP.

DIVIDER BEAM, SEESTRUCTURAL DRAWINGS, TYP.

PIT LADDER, TYP.INSTALL PER MFRSPECIFICATIONS


65



7' -

0" C

LR O

PNG

7' -

0" C

LR O

PNG

CO

OR

D W

/ MFR

6' -

0" P

IT D

EPTH

CO

OR

D W

/ MFR

12' -

8" C

LEAR

OVE

RH

EAD

21' -

4" T

RAV

EL

2" C

LR M

IN

SAFETY BEAM, SEESTRUCTURAL DRAWINGS

A-4104

LINTEL, SEESTRUCTURAL,TYP.




TPO MEMBRANE ROOFING

VAPOR BARRIER

MEMBRANE WATERPROOFINGWATERSTOP

7' -

0" C

LR O

PEN

ING

PROVIDE 7/8" FURRINGAND (2) LAYERS 5/8" GWBAT CONTROLLER LOCATION,COORD W/ MFR SPECIFICATIONS

5

TPO MEMBRANE ROOFING

SEALANT, TYP.TPO MEMBRANE ROOFING SYSTEM


FT WD BLOCKING

PREFIN ALUM FASCIA


SELF ADHERED MEMBRANE FLASHINGTO EXTEND OVER TOP OF WALL

65

M

N

3A-410

ELEV A

ELEV B

PROVIDE 7/8" FURRING AND(2) LAYERS 5/8" GWB AT TOPLEVEL LANDING FOR CONTROLLER,INSTALL PER MFR SPECIFICATIONS

PROVIDE 7/8" FURRING AND(2) LAYERS 5/8" GWB AT TOPLEVEL LANDING FOR CONTROLLER,INSTALL PER MFR SPECIFICATIONS

7 5/8" 9' - 6 1/2" 7 5/8"

6"3 7/8"

7' -

4"4"

7' -

4"

7 5/

8"15

' - 0

"7

5/8"

3 7/

8"

2' -

5"4'

- 0"

CLR

OPN

G11

"4"

11"

4' -

0" C

LR O

PNG

2' -

5"

1' - 4"

TOP OF PIT

BOTTOM OF PIT

3' -

0"

EQU

AL

1'-0

" MAX

.

EQU

AL

TOP OF PIT

6"

3' -

6"

STAINLESS STEELEXPANSION ANCHORS,ATTACHMENTS AT 5'-0" O.C. VERT MAX

STEEL LADDERW/ NON-SLIPRUNGS

VENDOR TO DESIGN LADDER TO WITHSTAND ALL LOADINGS DESCRIBED IN OSHA 3124-12R. SUBMIT SEALED CALCULATIONS ON LADDERS OVER 14'-0". COORD W/ ELEVATOR MFR SPECIFICATIONS.

WELD ALL CONNECTIONS, TYP.

DR

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FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

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SAA

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SCALE:

AS NOTED

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ENLA

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VIEW

RO

AD, P

ARM

A, O

H 4

4134

PRO

SAFE

STO

RAG

E

SCALE: 3/8" = 1'-0"A-410ENLARGED FIRST FLOOR PLAN - ELEVATOR A/B1

SCALE: 3/8" = 1'-0"A-410ENLARGED PIT PLAN - ELEVATOR A/B2

SCALE: 3/8" = 1'-0"A-410ENLARGED SECTION - ELEVATOR A3

BASIS OF DESIGN: THYSSEN KRUPP ENDURA MRL, 4500#, 150 FPM, INSTALLPER MANUFACTURER SPECIFICATIONS.




SCALE: 3/8" = 1'-0"A-410ENLARGED THIRD FLOOR PLAN - TOP LEVEL LANDING5


SCALE: 3/4" = 1'-0"A-410PIT LADDER DETAIL6

No.

Date

Desc

riptio

n

AA

MECH102

OFFICE103

P1


5/8" GWB

5/8" GWB

THERMALLY BROKEN,CLR ANODIZED, ALUMSTOREFRONT SYSTEM

BACKER ROD ANDSEALANT, TYP. BOTH SIDES

FT WD BLOCKING



R-7.5 RIGID INSULATION1-1/4" AIR SPACESPLIT FACE CMU

3 5/

8"

1 1/

4"

1 1/

2"

5/8"

6"

1 1/

2"

3 3/

4"3/

4"

10

AA

STAIR AA

8" CMU

3 5/

8"

1 1/

4"1

1/2"

5/8"

6"

1 1/

2"

7 5/

8"2

1/2"

1 1/

4"3

5/8"

1"

3 7/8" 3 7/8"



5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATIONPROVIDE CONTROL JOINT ATALL CHANGES IN SUBSTRATE, TYP.

R-12.5 RIGID INSULATION1-1/4" AIR SPACESPLIT FACE CMU


SEALANT

16

X

1 1/

2"3"

3"5/8"

1 1/

2"1

1/4"

3 5/

8"

1 1/2"

6"

5/8"

1 1/2"1 1/4"

3 5/8"

6" MTL FRAMING BY MTLBUILDING SUPPLIER W/R-13 BATT INSULATION5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATION

1-1/4" AIR SPACE

SPLIT FACE CMU


3

F

EXISTING BUILDING NEW ADDITION

EXISTING EXTERIOR WALLS TO REMAIN

PROVIDE CONTROL JOINT




2" EXPANSION JOINT

1-1/4" AIR SPACE

SPLIT FACE CMU

3 5/8"1 1/4"

1 1/2"5/8"

6" 1 1/2" 9 3/4"

2 7/8" +/-

M1

R7.5 RIGID INSULATION

2"


PROVIDE 8" PAINTED CMUAT WALL INFILL LOCATIONS

2-1/2" MTL STUD FRAMING

3

M1

EXISTING SLAB NEW FLOOR SLAB

PROVIDE SMOOTH TRANSITIONBETWEEN EXISTING AND NEW FLOOR SLAB

EXISTING EXTERIOR WALL TO REMAIN

EXISTING BUILDING NEW ADDITION

M1

5/8"6" 1 1/2" 9 3/4"

1-1/2" MTL LINER PANEL BYMTL BUILDING SUPPLIER6" MTL FRAMING BY MTLBUILDING SUPPLIER W/R-13 BATT INSULATION5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIER

2" EXPANSION JOINT

W

1

EXISTING COLUMN TO REMAIN

ALIG

N

PROVIDE CONTROL JOINT

2"

3 5/8"

1 1/4"1 1/2"

5/8"

6"

5/8"

BREAK104




1-1/4" AIR SPACESPLIT FACE CMU

BACKSPLASH BELOW

5/8" GWB

2" EXPANSIONJOINT

EXISTING

NEW


R12.5 RIGID INSUALTION PROVIDE 8" PAINTED CMUAT WALL INFILL LOCATIONS

2" CMU SOAP8" CMU

AA



5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATION

1-1/4" AIR SPACESPLIT FACE CMU

SEALANT

EIFS

3 5/

8"

1 1/

4" 1 1/

2"

5/8"

6"

1 1/

2"

14

A

SEALANT

PROVIDE CONTROL JOINTAT ALL CHANGES IN SUBSTRATE, TYP.

STAIR BB

8" CMU




EIFS

R-12.5 RIGID INSULATIONEIFS

3 7/8" 3 7/8"

7 5/

8"

1"1

1/2"


1 1/

2"6"

5/8"

1 1/

2"


14

A



8" CMU


SPRAY APPLIED AIRBARRIER

1-1/4" AIR SPACE

PROVIDE CONTROL JOINT ATALL CHANGES IN SUBSTRATE, TYP.

SPLIT FACE CMUR7.5 RIGID INSULATION


7 5/

8"

1"1

1/2"1 1/

4"

3 5/

8"

1 1/

2"6"

5/8"

1 1/

2" 1 1/

4"3

5/8"

3 7/8" 3 7/8"

SEALANT

16

B

8" CMU

7 5/8"1"

1 1/2"1 1/4"3 5/8"

1 1/2"

6"

5/8"1 1/2"

1 1/4"

3 5/8"

SEALANT

1-1/4" AIR SPACER-12.5 RIGID INSULATION

6" MTL FRAMING BY MTL BUILDING SUPPLIER W/ R-13 BATT INSULATION5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIERR-7.5 RIGID INSULATION


PROVIDE CONTROL JOINT AT ALL CHANGESIN SUBSTRATE, TYP.


AA

3/4"

4 1/

2"

THERMALLY BROKEN, CLR ANODIZED,ALUM STOREFRONT SYSTEM, TYP.

BACKER ROD AND SEALANT, TYP.

5/8" DENS ELEMENT BARRIER SYSTEMW/ INTEGRAL WATER RESISTIVE BARRIERAND AIR BARRIER3/4" THICK RIGID INSULATION, WRAP W/20 GA MTL TO MATCH ALUM STOREFRONT

PTD STEEL TUBE, SEESTRUCTURAL DRAWINGS

NEW ALUM AND GLASS DOOR

EXISTING COLUMN/CONSTRUCTION TOREMAIN

EXISTING STOREFRONTTO REMAIN

REFER TO MEP DRAWINGS

5/8" DENS ELEMENT BARRIER SYSTEM W/ INTEGRAL WATER RESISTIVE BARRIER AND AIR BARRIER1" RIGID INSULATION

WRAP W/ 20 GA MTL TOMATCH ALUM STOREFRONT

2" MTL FRAMING

4"

4"

EXISTING COLUMN/CONSTRUCTION TOREMAIN



5/8" GWB

PROIDE FINISHED CONDITION


EIFS

EXISTING COLUMN/CONSTRUCTION TOREMAINPROVIDE FINISHEDCONDITION


EIFS



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SCALE: 1 1/2" = 1'-0"A-420ENLARGED PLAN DETAIL1 SCALE: 1 1/2" = 1'-0"A-420

ENLARGED PLAN DETAIL2

SCALE: 1 1/2" = 1'-0"A-420ENLARGED PLAN DETAIL3












No.

Date

Desc

riptio

n

43

W

X

Y

Z

AA

21

5' - 0" CLR

MECH102

OFFICE103

UTILITY107

TLT106

TLT105

BREAK104

60" MONITOR

PODIUM STYLEWORKSTATION

104 105

106

107

BI-LEVELDRINKINGFOUNTAIN

MOP BASIN

103A

102

A-5013

A-5014

A-501

5

A-501

6

103

WALK OFF MAT

SEATING AREABY OWNER

PODIUM STYLEWORKSTATION

A-4201

A-4206

P1

1' -

11 3

/8"

1' -

1"

P3a

P3b

P3bP1aP1

P1

P1

P3

P3

P3

P3

P3

43

W

X

Y

Z

AA

21

24"X24" ACT @ 9'-4" AFF

OFFICE103

24"X24" ACT @ 8'-0" AFF

BREAK104

TLT105

TLT106

24"X24" ACT @ 8'-0" AFF 24"X24" ACT @ 8'-0" AFF

3

X

TLT105

TLT106

106

105

A-501 8

7TA15 TA17

TA18

TA16

TA20

TA21

TA19

1' -

6"

1' -

6"

P4

P1a

P1a

P1a

1' -

0 1/

8"7'

- 5

1/8"

P3b

P3b

6' - 3" 9 3/4" 7' - 3 1/8"

MIN

1' - 3"

MIN

1' - 3"

3' -

4" T

O S

POU

T

3'-0

" MAX

TO

SPO

UT

7/8" FILLER

2' - 6"2' - 6"2' - 6"

COORD W/ REF

2' - 1"

UNDERCOUNTERREF BYOWNER

SS SINKMICROWAVEBY OWNER

2' -

6"1'

- 4"

4"1

1/2"

2' -

8 1/

2"

PLAM COUNTERAND BACKSPLASH

7/8" FILLER2' - 6"2' - 6"2' - 6"2' - 0"1" FILLER

PLAM BASE CABINET

PLAM WALL CABINET

5' - 0"

2' -

6"1'

- 8"

1 1/

2"

2' -

8 1/

2"

2' - 6" 2' - 6"

PLAM BASE CABINET

PLAM WALL CABINET

PLAM COUNTERTOP

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

M1

1 1/2" METAL PANEL

1/2" METAL CHANNEL

8' 4

" AFF


P1

HEAD

PLAN

BASE

3 5/8" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



P2

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

8" CMU


P3

HEAD

PLAN

BASE

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK


WIRE MESH TOP




P4

HEAD

PLAN

BASE

6" METAL STUD

STRUCTUREABOVE

STRUCTUREBELOW

DEFLECTION TRACK



BOTH

SID

E S

CT

TO 5

'-0" A

FF




TA17

TA15

TA18

TA16

ACT @ 8'-0" AFF

PNT

ACT @ 8'-0" AFF

PNTCT TO 5'-0"AFF

1' - 6"

TA20

TA19

TA21

TA16

TA17

TA15

TA18

6"2'

- 0"

6" 3' - 0" 6"

1' -

0"

5"

8"

3/4" 4 1/2" 3/4"

1"

1"

3/4"

4 1/

2"3/

4"

EXTENTS OF COUNTER ABOVE

4 1/2"

1 1/

2"2'

- 6

1/2"

4 1/

2"

3' -

6"

1 1/

2"

1' - 0"

1"

SOLID SURFACE COUNTER

PLAM PLAMPLAM

PLAM

PLAM

PLAM

PLAM

SLIDE OUTKEYBOARDTRAYCASHDRAWER

8"

1"

3' -

6"

SOLID SURFACECOUNTER

3' -

0 1/

2"

SLIDE OUT KEYBOARD TRAY

PLAM

WIRE PULLPLAM PLAM

PLAM

PLAM

1"

3' -

6"

SOLID SURFACECOUNTER

PLAM

PLAM PLAM PLAM PLAM

PLAM

PLAM

PLAM SOLID SURFACE COUNTER

1 1/

2"2'

- 6

1/2"

4 1/

2"

3' -

6"

1 1/

2"

3' - 0"

SOLID SURFACE COUNTER

PLAM

SLIDE OUTKEYBOARDTRAY

PLAM

PLAN VIEW SECTION VIEW SIDE ELEVATION REAR ELEVATION (EMPLOYEE SIDE) FRONT ELEVATION (CUSTOMER SIDE)

DR

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FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

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© 2

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SCALE: 1/4" = 1'-0"A-501ENLARGED OFFICE PLAN1

SCALE: 1/4" = 1'-0"A-501FIRST FLOOR REFLECTED CEILING PLAN2

SCALE: 3/8" = 1'-0"A-501ENLARGED TLT ROOM PLAN3

SCALE: 3/8" = 1'-0"A-501DRINKING FOUNTAIN DETAIL4

SCALE: 3/8" = 1'-0"A-501BREAK ROOM ELEVATION5

SCALE: 3/8" = 1'-0"A-501INTERIOR ELEVATION6

TOILET ACCESSORIES SCHEDULEMARK DESCRIPTION MOUNTING

MOUNTINGHEIGHT BENCHMARK

TA15 SIDE WALL GRAB BAR-42" SURFACE 33" - 36" AFFTA16 BACK WALL GRAB BAR-36" SURFACE 33" - 36" AFFTA17 VERTICAL GRAB BAR-18" SURFACE 40" AFFTA18 TOILET TISSUE DISPENSER-DOUBLE STACKED SURFACE 18" AFFTA19 SOAP DISPENSER - MANUAL SURFACE 40" AFF TO OPERABLE PARTSTA20 PAPER TOWEL DISPENSER-FOLDED SURFACE 40" AFF TO OPERABLE PARTSTA21 MIRROR-UNFRAMED SURFACE 40" AFF TO REFLECTIVE SURFACE

PARTITION TYPES

INTERIOR DIMENSIONS TAKEN TO FACE OF FRAMING U.N.O.



INTERIOR DIMENSIONS TAKEN TO FACE OF FRAMING U.N.O.

SCALE: 1" = 1'-0"A-501PODIUM STYLE WORKSTATION DETAILS9

No.

Date

Desc

riptio

n

FFINISH FLOOR

FG

7"

6"6"

10"

OVHD-1 OVHD-2SGG HIGH SPEEDROLL UP DOOR

HM-1FINISH FLOOR

2"

2"

2"

HM-2

2"

4"

2"

(NEW INTERIOR)

PARTITION DESCRIBED ELSEWHERE

SEALANT BOTH SIDES2 X 4 WOOD BLOCKING AROUNDPERIMETER OF OPENING

DOOR

HOLLOW METAL DOOR FRAME,KNOCK-DOWN

2"

HOLLOW METAL DOOR FRAME,WELDED

HM FRAME TO BE FURNISHED WITHGROUT-IN, FIRE RATED ANCHORS

VAR

IES

5 3/

4"1"

(NEW)

SEALANT BOTH SIDES

DOOR

JAMB LOCATION B, HOLLOW METAL FRAMES ARE TO BE 5-3/4" DEEP UNLESS NOTED OTHERWISE.JAMB LOCATION B, ALUMINUM FRAMES ARE TO BE 4-1/2" DEEP UNLESS NOTED OTHERWISE.JAMB LOCATION B, WOOD FRAMES ARE TO BE 5" DEEP UNLESS NOTED OTHERWISE.JAMB LOCATION B, STEEL FRAMES ARE TO BE C12 x 20.7 CHANNELS UNLESS NOTED OTHERWISE.

TYPICAL FRAME DEPTHS:

DIMENSIONAL:DOORS ARE 1-3/4” THICK UNLESS NOTED OTHERWISE.DOORS TO HAVE A 3/4” UNDERCUT UNLESS NOTED OTHERWISE.BOTTOM 10” OF PUSH SIDE OF DOOR TO BE A SMOOTH SINGLE PLANE.BOTTOM EDGE OF VISION LITES TO BE NO HIGHER THAN 43" ABOVE FINISHED FLOOR.HOLLOW METAL FRAMES TO HAVE A 2" FACE UNLESS NOTED OTHERWISE.

CONSTRUCTION:HOLLOW METAL DOORS TO HAVE HEADS CAPPED FLUSH WITH TOP EDGE.HOLLOW METAL DOOR FACES TO BE SEAMLESS 18 GA. STRETCHER LEVEL STEEL.HOLLOW METAL FRAME CORNERS TO BE WELDED UNLESS NOTED OTHERWISE.HOLLOW METAL FRAMES TO BE 16 GA. WITH 9 GA. REINFORCEMENT.HOLLOW METAL FRAMES TO HAVE THREE ANCHORS PER JAMB. ANCHORS TO MEET LABEL REQUIREMENTS.ALL EXTERIOR METAL DOORS AND FRAMES TO BE GALVANIZED UNLESS NOTED OTHERWISE.HOLLOW METAL FRAMES ARE TO BE DOUBLE RABBET UNLESS NOTED AS:

SINGLE RABBET, DOUBLE EGRESS, DOUBLE ACTING/CASED

INSTALLATION:DOOR SWINGS TO MATCH INDICATION ON PLANS.PROVIDE A MINIMUM OF 4" FROM PERPENDICULAR PARTITION TO FACE OF BACKBEND. PROVIDE A MINIMUM OF 18" FROM PERPENDICULAR PARTITION TO DOOR EDGE, PULL SIDE.PROVIDE A MINIMUM OF 12" CLEAR TO LATCH FROM PERPENDICULAR PARTITION TO DOOR EDGE, PUSH SIDE.PLAN DIMENSIONS ARE LOCATING THE OUTSIDE OF THE FRAME.

HARDWARE:ALL EXTERIOR DOORS TO BE WEATHER-STRIPPED.ALL RATED DOORS TO HAVE SMOKE SEALS.DOOR HANDLES SHALL BE THE LEVER TYPE AND MEET ANSI 404.2.6.HARDWARE LOCATIONS AND REINFORCEMENT TO BE PER SDI.

GENERAL NOTES - DOORS:DOOR CONTROL:OC OVERHEAD CLOSER

LATCHING:LS LATCHSETPD PANIC DEVICE

FUNCTION:EO EXIT ONLYPA PASSAGEPR PRIVACYOF OFFICE/ENTRYCL CLASSROOMST STORE ROOM

ELECTRONIC:HO HOLD OPEN (MAGNETIC)MO MOTOR OPERATED

SECURITY:CR CARD READERDC DOOR CONTACTAL ALARMED

FINISHES:SF1 SITE APPLIED PAINT OVER FACTORY PRIMESF2 SITE APPLIED PAINT OVER FACTORY GALVANIZEDSF3 SITE APPLIED STAIN

FF1 FACTORY STAINFF2 FACTORY PAINTFF3 GALVANIZEDFF4 ANODIZED COATING FF5 FRP

DOOR MATERIAL: HM HOLLOW METALIM INSULATED METALAL ALUMINUMST STEELWD STAIN-GRADE WOODEX EXISTINGWM WOOD GRAIN METALPWD PAINT-GRADE WOODFRP FIBERGLASSPL PLASTIC LAMINATESS STAINLESS STEELFB FABRIC

FRAME MATERIAL:HM HOLLOW METALIM INSULATED METALAL ALUMINUMST STEELEX EXISTINGWD STAIN-GRADE WOODPWD PAINT-GRADE WOODLUM LUMBER

RATINGS:20 20 MINUTES45 45 MINUTES60 60 MINUTES90 90 MINUTES

GLASS:FSG FIRE RATED SAFETY GLAZINGISG INSULATED SAFETY GLAZINGSSG SINGLE SAFETY GLAZINGIVG INSULATED VISION GLAZINGSVG SINGLE VISION GLAZINGSPG INSULATED SPANDREL PANELSG SPECIAL GLAZING

ABBREVIATIONS LEGEND:


T

9' -

0"

5' - 0"

2"4' - 8"2"

2"2'

- 6"

2"6'

- 0"

2"

S01

SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS, TYPES AND ADDITIONAL INFORMATION.

ACT 2'-0"X2'-0" TEGULAR LAY IN TILE, WHITE PROMAR 400 FLAT

CT-1 CERAMIC TILE (WALL BASE), TBD

CT-2 CERAMIC TILE (WALL), TBD

CT-3 CERAMIC TILE (FLOOR), TBD

MTL-1 STANDARD MTL BASE BY STORAGE UNIT SUPPLIER

MTL-2 MTL HALLWAY SYSTEM BY STORAGE UNIT SUPPLIER

MTL-3 MTL LINER PANEL BY MTL BUILDING SUPPLIER

PNT-1 PAINT, COLOR: WHITE

SCONC-1 SEALED CONCRETE (WITHIN UNITS / MECH ROOMS), PROVIDE LIGHT GRAY EPOXY FINISH ON HALLWAY FLOORS, FLASHED AROUND UNIT OPENINGS, WITH BLACK & WHITE COLORED FLAKES; CLEAR-COAT OVER EPOXY

SCONC-2 LIGHT GRAY EPOXY FINISH WITH BLACK & WHITE COLORED FLAKES; CLEAR-COAT OVER EPOXY

SCONC-3 CHEMICALLY CLEAN AND SEAL EXISTING CONCRETE

WB 4" VINYL WALL BASE

GENERAL NOTES - ROOMS AND FINISHES:ACT ACOUSTICAL CEILING TILEAWP ACOUSTICAL WALL PANELCPT CARPET OR CARPET TILECT CERAMIC TILEEX EXISTINGEXP EXPOSEDFARF FLUID APPLIED RESINOUS FLOORINGFRP FIBERGLASS REINFORCED POLYESTERLIN LINOLEUMLVT LUXURY VINYL TILEPNT PAINTQT QUARRY TILERB RESILIENT BASERT RUBBER TILESCONCSEALED CONCRETESPNT SPECIAL PAINTSV SHEET VINYL TZ TERRAZZOVCT VINYL COMPOSITE TILEVWC VINYL WALL COVERINGWD WOOD WF WOOD FLOORINGWOM WALK OFF MATERIAL

FINISH SCHEDULE ABBREVIATIONS LEGEND:

FINISH SCHEDULE PRODUCT/ COLOR SELECTIONS ARE INDICATED BY THE NUMBER FOLLOWING THE MATERIAL ABBREVIATION.

THERMALLY BROKEN, CLEAR ANODIZED, ALUMINUM STOREFRONT SYSTEM, TYP.T = TEMPERED GLASS


T

10' - 0"

T

S02

2" 4' - 6" 2" 4" 2" 4' - 6" 2"

9' -

0"

2"2'

- 6"

2"6'

- 0"

2"

20 GA MTL TO MATCHALUM STOREFRONT,SEE DETAIL 11/A-420



T

S03

1' -

4"

18' -

4"

2"2'

- 6"

2"6'

- 0"

2"1'

- 4"

2"2"

5' -

6"

5' - 0"

2"4' - 8"2"

T

T


2"



T

T

T

T

10' - 0"

2"4' - 6"2"4"2"4' - 6"2"

19' -

8"

2"2'

- 6"

2"6'

- 0"

2"1'

- 4"

2"

2' -

0"2"

7' -

0"

2"5'

- 6"

2"1'

- 4"

2" 3' - 0" 2" 1' - 4"



S05

T T T

9' -

0"

2"2'

- 6"

2"6'

- 0"

2"

15' - 0"

2" 4' - 9" 2" 4' - 10" 2" 4' - 9" 2"



1' -

4"

15' - 0"

18' -

4"

2"2'

- 6"

2"6'

- 0"

2"1'

- 4"

2"2'

- 0"

2"5'

- 6"

2"

T T T

T T T

S06

2" 4' - 9" 2" 4' - 10" 2" 4' - 9" 2"


SECURITY NOTES1. NO EXPOSED LINES TO HALLWAYS OR UNITS2. ALL EXTERIOR DOORS, IF NOT BEHIND AN ENTRY GATE, TO BE KEY-PAD CONTROLLED3. PROVIDE INTERCOM STATIONS, TO OFFICE, AT ALL ELEVATOR LANDINGS4. PROVIDE KEYPADS AT ALL EXTERIOR ELEVATOR ENTRANCES5. KEYPADS WITH INTERCOM, PROTECTED BY BOLLARDS, AT ALL MAIN LOADING ARE6. PROVIDE (16) SECURITY CAMERAS MINIMUM. PRIORITIES: MONITOR ALL LOADING

AREAS, ALL ENTRANCES/GATES, TWO IN THE OFFICE8. DUAL 60” MONITORS DISPLAYED IN OFFICE9. OFFICE DOORS ALARMED10. SECURITY CONTRACTOR TO PROVIDE SERVICE WALKTHROUGH AFTER INSTALLATION

WITH OWNER/OWNER REP.11. ALL EXTERIOR NON-AUTOMATIC PERSONNEL DOORS TO BE ON TIMER-MAGNET

HOLDS.


S07

1' -

4"

8' -

0"

2"2'

- 0"

2"5'

- 6"

2"

10' - 0"

2" 4' - 9" 2" 4' - 9" 2"

NOTE: 2x4 WOOD BLOCKING TO BEINSTALLED AROUND STOREFRONT.

ALUM & GLASS DOOR

DESCRIBED ELSEWHERE

2"

HOLLOW METAL DOOR FRAME,WELDED

5 3/

4"

(NEW)

SEALANT BOTH SIDES

DOOR

DESCRIBED ELSEWHERE

DR

AWIN

G T

ITLE

:

FILE No.:

DATE:

DRAWN BY:

DRAWING No.:


REV

ISIO

NS

© 2

021,

SAA

arch

itect

s, In

c.

SCALE:

AS NOTED

SAAa

rchi

tect

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JAMB TYPEHARDWARE

REMARKSWIDTH HEIGHT TYPE MATERIAL GLAZING TYPE MATERIAL FUNCTIONFIRST FLOOR050 3' - 0" 7' - 0" F IM HM-2 IM 02 HO, OC, CR PROVIDE 24" TALL KICK PLATE050A 12' - 0" 14' - 0" CR MFR: HORMANN, MODEL: STEEL RANGER 9000L050B 6' - 8 1/2" 7' - 0" AL LOW E AL HO, CR HEAVY DUTY SLIDING GLASS DOOR, B.O.D. MFR: STANLEY ACCESS TECHNOLOGIES050C 12' - 0" 14' - 0" CR MFR: HORMANN, MODEL: STEEL RANGER 9000L050D 3' - 0" 7' - 0" F IM HM-2 IM 02 HO, OC, CR PROVIDE 24" TALL KICK PLATE051 3' - 0" 7' - 0" F HM HM-1 HM 01 LS, ST PROVIDE PANIC PUSH BAR, PROVIDE MIN 12"X12" LOUVER052 3' - 0" 7' - 0" F IM HM-2 IM 02 EO, PD, OC053 3' - 0" 7' - 0" F HM HM-1 HM 01 PD, LS053A 12' - 0" 10' - 0" LOCKABLE OVHD GARAGE DOOR054 3' - 0" 8' - 0 1/4" FG AL LOW E AL 03 OF RECONFIGURE EXISTING STOREFRONT TO ACCOMMODATE NEW DOOR054A 3' - 0" 8' - 0 1/4" FG AL LOW E AL 03 OF RECONFIGURE EXISTING STOREFRONT TO ACCOMMODATE NEW DOOR055 3' - 0" 7' - 0" F HM HM-1 HM 01 PD, LS055A 3' - 0" 8' - 0 1/4" FG AL LOW E AL 03 OF RECONFIGURE EXISTING STOREFRONT TO ACCOMMODATE NEW DOOR056 3' - 0" 7' - 0" F HM HM-1 HM 01 PD, LS056A 3' - 0" 8' - 0 1/4" FG AL LOW E AL 03 OF RECONFIGURE EXISTING STOREFRONT TO ACCOMMODATE NEW DOOR057 3' - 0" 7' - 0" F HM HM-2 HM 02 PD, LS057A 3' - 0" 8' - 0 1/4" FG AL LOW E AL 03 OF RECONFIGURE EXISTING STOREFRONT TO ACCOMMODATE NEW DOOR057B 3' - 0" 7' - 0" F HM HM-1 HM 01 OF057C 3' - 0" 7' - 0" F HM HM-1 HM 01 PR, LS057D 3' - 0" 7' - 0" F HM HM-1 HM 01 PR, LS100 4' - 0" 7' - 0" G IM LOW E HM-2 IM 04 HO, OC, CR PROVIDE 24" TALL KICK PLATE100A 4' - 0" 7' - 0" G IM LOW E HM-2 IM 04 HO, OC, CR PROVIDE 24" TALL KICK PLATE101 3' - 0" 7' - 0" F SWING DOOR AND HARDWARE BY STORAGE UNIT SUPPLIER102 3' - 0" 7' - 0" F HM HM-1 HM 01 LS, ST103 3' - 0" 7' - 0" FG AL LOW E AL 03 OF, AL103A 3' - 0" 7' - 0" F HM HM-1 HM 01 OC, PA104 3' - 0" 7' - 0" F HM HM-1 HM 01 PA, LS105 3' - 0" 7' - 0" F HM HM-1 HM 01 PR, LS W/ VISUAL INDICATOR106 3' - 0" 7' - 0" F HM HM-1 HM 01 PR, LS W/ VISUAL INDICATOR107 6' - 0" 7' - 0" F HM HM-1 HM 01 ST, LSA1 3' - 0" 7' - 0" F IM 60 MIN HM-2 IM 02 OC, EO PROVIDE 24" TALL KICK PLATEB1 3' - 0" 7' - 0" F IM 60 MIN HM-2 IM 02 OC, EO PROVIDE 24" TALL KICK PLATESECOND FLOOR201 2' - 6" 7' - 0" F SWING DOOR AND HARDWARE BY STORAGE UNIT SUPPLIER202 2' - 6" 7' - 0" F SWING DOOR AND HARDWARE BY STORAGE UNIT SUPPLIERA2 3' - 0" 7' - 0" F HM 60 MIN HM-2 HM 02 OC, PA PROVIDE 24" TALL KICK PLATEB2 3' - 0" 7' - 0" F HM 60 MIN HM-2 HM 02 OC, PA PROVIDE 24" TALL KICK PLATETHIRD FLOOR301 2' - 6" 7' - 0" F SWING DOOR AND HARDWARE BY STORAGE UNIT SUPPLIER302 2' - 6" 7' - 0" F SWING DOOR AND HARDWARE BY STORAGE UNIT SUPPLIERA3 3' - 0" 7' - 0" F HM 60 MIN HM-2 HM 02 OC, PA PROVIDE 24" TALL KICK PLATEB3 3' - 0" 7' - 0" F HM 60 MIN HM-2 HM 02 OC, PA PROVIDE 24" TALL KICK PLATE

SCALE: 3" = 1'-0"A-601DOOR JAMB - TYPE 11


TYPE S01

ROOM FINISH SCHEDULEROOM FLOOR BASE WALLS

REMARKSNUMBER NAME FINISH FINISH FINISHFIRST FLOOR050 STORAGE SCONC-3 MTL-1 MTL-2 MTL HALLWAY SYSTEM AND ROLL UP DOORS TO BE WHITE051 ELEC SCONC-3 WB PNT-1052 CORR. SCONC-3 WB PNT-1053 WASH BAY SCONC-3 PNT-1054 TENANT 01 NO WORK NO WORK NO WORK055 TENANT 02 NO WORK NO WORK NO WORK056 TENANT 03 NO WORK NO WORK NO WORK057 ENTERPRISE TENANT SCONC-3 WB PNT-1100 STORAGE SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM AND ROLL UP DOORS TO BE WHITE101 DISPLAY SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM TO BE WHITE. 'FAUX' ROLL UP DOOR COLOR TBD102 MECH SCONC-1 WB MTL-3 / PNT-1 SEE PLAN103 OFFICE SCONC-2 WB PNT-1 ACT104 BREAK SCONC-2 WB PNT-1105 TLT CT-3 CT-1 CT-2106 TLT CT-3 CT-1 CT-2107 UTILITY SCONC-1 WB PNT-1115 ELEV A - - - ELEVATOR CAB FINISHES TBD116 ELEV B - - - ELEVATOR CAB FINISHES TBDA STAIR A PNT-1 GALVANIZED STAIR TREADS AND RISERSB STAIR B PNT-1 GALVANIZED STAIR TREADS AND RISERS

SECOND FLOOR200 STORAGE SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM AND ROLL UP DOORS TO BE WHITE201 DISPLAY SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM TO BE WHITE. 'FAUX' ROLL UP DOOR COLOR TBD202 DISPLAY SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM TO BE WHITE. 'FAUX' ROLL UP DOOR COLOR TBD

THIRD FLOOR300 STORAGE SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM AND ROLL UP DOORS TO BE WHITE301 DISPLAY SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM TO BE WHITE. 'FAUX' ROLL UP DOOR COLOR TBD302 DISPLAY SCONC-1 MTL-1 MTL-2 MTL HALLWAY SYSTEM TO BE WHITE. 'FAUX' ROLL UP DOOR COLOR TBD

STOREFRONT TYPES

TYPE S02

TYPE S03 TYPE S04

TYPE S05

TYPE S06 TYPE S07SCALE: 3" = 1'-0"A-601DOOR JAMB - TYPE 312


OVHD-27'-0" PKG 7'-8" PKG SG

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OUTLINE SPECIFICATIONS

MANUFACTURERS AND PRODUCTS AS SPECIFIED, OR "APPROVED EQUAL" (UNLESS NOTED OTHERWISE). "APPROVED EQUAL" PRODUCTS OR SUBSTITUTIONS ARE TO BE SUBMITTED URING BIDDING IN ORDER FOR THEM TO BE CONSIDERED.

DIVISION 1 - GENERAL REQURIEMENTS - BY OTHERSDIVISION 3 - CONCRETE - REFER TO FOUNDATION DRAWINGSDIVISION 4 - MASONRY - REFER TO PARTITION TYPES AND FOUNDATION DRAWINGS FOR CONCRETE MASONRY UNITS.

SECTION 04220 - ARCHITECTURAL CONCRETE MASONRY UNITS

A. MANUFACTURER: YORK BUILDING PRODUCTS: TEXTURE AND COLOR AS INDICATED ON THE DRAWINGSB. DIMENSIONS: 4"W X 8"H X 16"L NOMINALLY; ACTUAL SIZE TO BE 3/8" LESSC. WEIGHT: ASTM C90 AND C744, NORMAL WEIGHT (TYP.)D. COMPRESSIVE STRENGTH: MINIMUM OF 1,800 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C 67.E. WATER ABSORPOTION: PROVIDE UNITS MADE WITH INTEGRAL WATER REPELLANT ADMIXTURE FOR EXPOSED EXTERIOR

UNITS. MANUFACTURER SHALL CERTIFY THAT THE ACMU HAS BEEN MANUFACTURED WITH INTEGRAL WATER REPELLANT AND DOSAGE RATE PROPORTIONED PER INTEGRAL WATER REPELLANT MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE MOISTURE CONTROL.

F. INTEGRAL COLOR :ASTM C979, AS SELECTED BY ARCHITECT ON DRAWINGS.G. PATTERN AND TEXTURE FOR CMU: RUSTIC FACE (SHOT BLAST)H. PROVIDE SPECIAL SHAPED FOR LINTELS, CORNERS, JAMBS, SASHES, MOVEMENT JOINTS, BOND BEAMS, AND OTHER

SPECIAL CONDITIONS AS INDICATED ON THE DRAWINGS.I. MORTAR AND GROUT MATERIALS: WORKRITE-CEMENTS.COM, ASTM C150, C595, CONTRACTOR TO SELECT BASED ON

PROJECT SPECIFIC CONDITIONS.J. MORTAR PIGMENTS: ASTM C979; FORMULATE BLEND AS REQUIRED TO PRODUCE COLOR AS SELECTED BY ARCHITECT.K. METAL DRIP EDGES: ASTM A167, TYPE 304, STAINLESS STEEL, 0.0156 INCHES THICK; EXTEND AT LEAST 3" HORIZONTALLY

INTO WALL AND 1/2" OUT FROM EXTERIOR FACE OF WALL WITH OUTER EDGE BENT DOWN 30 DEGREES AND HEMMED.L. WEATHER RESISTANT BARRIER: 2 LAYERS NO. 15 NON-PERF ASHPALT- SATURATED ORGANIC FELT; ASTM D 226M. FLEXIBLE MEMBRANE FLASHING: FOR USE NOT EXPOSED TO EXTERIOR.N. WEEP/VENT: ONE-PIECE, FLEXIBLE EXTRUSION MADE OF UV-RESISTANT POLYPROPYLENE COPOLYMER, VENEER HEIGHT

AND DEPTH BY 3/8"W. COLOR TO MATCH MORTAR.O. CAVITY DRAINAGE MATERIAL: FREE-DRAINING POLYETHYLENE STRAND MESH DESIGNED TO CATCH MORTAR DROPPINGS

AND PREVENT WEEP HOLES FROM BEING CLOGGED.P. MORTAR: MIX AS RECOMMENDED BY PRODUCT MANUFACTURER.Q. PROVIDE AN ON-SITE 4'X4' MOCK-UP FOR REVIEW AND APPROVAL.

DIVISION 5 - METALS(FOR STRUCTURAL STEEL, STEEL DECK, ETC., REFER TO STRUCTURAL DRAWINGS).

SECTION 05400 - COLD-FORMED METAL FRAMING (INTERIOR, NON-BEARING STUD PARTITIONS).

A. ENGINEER, FABRICATE AND ERECT COLD-FORMED METAL FRAMING TO WITHSTAND A MAX. ALLOWABLE DEFLECTION OF 1/240 SPAN.

B. COMPLY WITH OHIO BUILDING CODE 2017 AND ANSI SG-973/C. STEEL SHAPES AND CLIPS: ASTM A 123/4 123M STANDARD SPECIFICATION FOR ZINC (HOT-DIPPED GALVANIZED) COATINGS

ON STEEL PRODUCTS AN ASTM A. 653/A 653M STANDARD SPECIFICATION FOR STEEL SHEETS AND ASTM C995.D. COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" AND AWS D1.2 "STRUCTURAL WELDING CODE SHEET -

STEEL".E. STEEL STUDS AND TRACK: FABRICATE WITH A MINIMUM FLANGE WIDTH OF 1 5/8" ABD AB UNCOATED STEEL THICKNESS OF

0.0566 INCH AND OF DEPTHS INDICATED. F. MECHANICAL FASTENERS: CORROSION - RESISTANT, COATED, SELF-DRILLING SELF THREADING STEEL DRILL SCREWS.G. GALVANIZING REPAIR PAINT: SSPC OR DOD-P-21035.H. INSTALL, ALIGN AND SECURELY ANCHOR CONTINUOUS TRACKS TO STRUCTURE. SEAT STUDS SQUARELY AGAINST WEBS

OF THE TOP AND BOTTOM TRACK.I. INSTALL AND FASTEN HORIZONTAL BRIDGING IN STUD SYSTEM, SPACED IN ROWS NOT MORE THAN 48 INCHES ON CENTER. J. PROVIDE ALL MISCELLANEOUS CONNECTIONS, ACCESSORIES AND SUPPLEMENTARY FRAMING AS REQUIRED.

SECTION 05511 - ARCHITECTURAL METAL STAIRS

A. STAIRS SHALL BE A PRE-ENGINEERED, PRE-FABRICATED "DROP-IN" COMPLETE SYSTEM WITH FACTORY-ASSEMBLED STAIR UNITS, METAL TREADS AND LANDINGS, HORIZONTAL HEADER AND LANDING CHANNELS, INCLUDING VERTICAL SUPPORTS (STEEL ANGLE STRUTS, HANGER RODS AND CONNECTORS, COLUMNS OR WELDED EMBEDDED PLATES); FACTORY ASSEMBLES STAIR RAILING FOR SIDE MOUNTED INSTALLATION TO PLATE STRINGERS AND/OR TOP MOUNTED INSTALLATION ON CHANNEL.

B. COMPLY WITH OHIO BUILDING CODE 2017, SECTIONS 1011, 1014 AND 1015.C. PROVIDE PAINTED METAL PIPE GUARDRAILS AND HANDRAILS INCLUDING ALL FASTENERS, BRACKETS AND BOLTS FOR A

COMPLETE AND PROPER INSTALLATION. GUARDRAILS TO BE 42" HIGH; HANDRAIL HEIGHT AS SHOWN ON THE STAIR DETAILS. COMPLY WITH ASTM A666 AND ASTM E985.

D. STRUCTURAL DESIGN: FABRICATE THE STAIR SYSTEMS TO SUPPORT A MINIMUM UNIFORM LIVE LOAD OF 100 LBS PSF AN 300 LBS CONCENTRATED LOAD. HANDRAILS AN GUARDRAILS SHALL RESIST A LINEAR LOAD OF 50 LBS. ALL LOADS SHALL BE IN ACCORDANCE WITH ASCE 7-10. SUBMIT SIGNED AND SEALED ENGINEERED SHOP DRAWINGS WITH CALCULATIONS.

E. STEEL TREADS AND LANDINGS TO BE DIAMOND-PLATE METAL WITH PAINTED METAL RAILS. STEEL RISERS TO BE FLAT METAL. PAINT ALL EXPOSED STEEL COMPONENTS BLACK.

DIVISION 6 - WOOD AND PLASTICS

SECTION 06100 - ROUGH CARPENTRY

A. COMPLY WITH AFPA T1, ASTM E 84, AWPA C2 AND C27, PS1 AND PS2. MOISTURE CONTENT: S-DRY OR MC19; MISC. BLOCKING FURRING AND NAILERS: S4S, NO. 2 OR STANDARD GRADE. MEMBERS IN CONTACT WITH GRADE OR AT ROOF SHALL BE PRESSURE-TREATED. ALL WOOD SHALL BE FIRE-RETARDANT.

SECTION 06200 - FINISH CARPENTRY AND ARCHITECTURAL WOODWORK

A. COMPLY WITH ANSI A208, AWI/AWMAC (QSI), BHMA A156.9 AND NEMA LD3 FOR HIGH-PRESSURE DECORATIVE LAMINATES. REFER TO APPLICABLE DETAIL DRAWINGS AND MILLWORK NOTES. MILLWORK TO BE SUPPLIED THROUGH "MAPLE LEAF CABINETS", ATT: KEVIN AFFLECK, 801-262-7741. MILLWORK COST TO BE UNDER GENERAL CONTRACTOR'S BID, WHO SHALL COORDINATE AND INSTALL ALL MILLWORK SHOWN ON THESE DRAWINGS.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

SECTION 07211 - FOAMED-IN-PLACE INSULATION

A. "HEATLOCK" (R-30) CLOSED-CELL SPRAY FOAM INSULATION WITH DC 315 (15 MINUTE) THERMAL AND INGINITION FIRE BARRIER.

SECTION 07212 - BOARD AND BATT INSULATION

A. RIGID BOARD: COMPLY WITH ASTM C578, 2003B AND ASTM C665. TYPE AND THICKNESS AS SHOWN ON THE DRAWINGS; APPROVED MANUFACTURES INCLUDE OWENS CORNING, DOW CHEMICAL OR APPROVED EQUAL.

B. FOR ROOF RIGID INSULATION, REFER TO NOTES ON DRAWINGS A141.C. FIBER BATT INSULATION; NON-COMBUSTIBLE AS PER ASTM E 136 (EXCEPT FACING); AS PER ASTM 84: FLAME INDEX OF 25

MAX. AND A SMOKE DEVELOPED INDEX OF 450 MAX.; BLANKETS TO HAVE EDGE FLANGES AND CONTAIN NO FORMALDEHYDE; APPROVED MANUFACTURERS INCLUDE OWENS CORNING, JOHN MANVILLE OR APPROVED EQUAL.

SECTION 07260 - WATERPROOFING AND DAMP PROOFING

A. CONCRETE FOUNDATION PERIMETER: REFER TO WALL SECTIONS. B. ELEVATR PITS: "VANDEX SUPER" CONC. WATERPROOFING OR APPROVED EQUAL. REFER TO ELEVATOR SHAFT SECTIONS.

SECTION 07240 - EXTERIOR INSULATION FINISH SYSTEM (EIFS)

A. THIS SPECIFICATION IS BASED ON "DRYVIT OUTSULATION" PRODUCTS. "APPROVED EQUAL" PRODUCTS SUCH AS THOSE MANUFACTURED BY 'STO', 'DURABOND PRODUCTS' OR OTHERS WILL ALSO BE CONSIDERED FOR APPROVAL.

B. SYSTEMS MUST COMPLY WITH ASTM D 968 (ABRASION RESISTANCE), ASTM D 3273 (MOLD GROWTH), ASTM E 84 (SURFACE BURNING), ASTM E 96 (VAPOR TRANSMISSION), ASTM E 2098 (TENSILE STRENGTH OF MESH), ASTM E 2134 (ADHESION PERFORMANCE), ASTM E 2430 (EPS), ASTM E 2485 (FREEZE-THAW), AND NFPA 285 (FLAMMABILITY).

C. ALL COMPONENTS OF THE SYSTEM SHALL BE SUPPLIED OR OBTAINED FROM DRYVIT OR ITS AUTHORIZED DISTRIBUTORS AND APPROVED FOR USE WITHIN THE SYSTEM.

D. PORTLAND CEMENT: SHALL BE TYPE I OR II, MEETING ASTM C 150, WHITE OR GRAY IN COLOR, FRESH AND FREE OF LUMPS.E. WATER SHALL BE CLEAN AND FREE OF FORWIGN MATTER.F. MECHANICAL FASTENERS SHALL BE CORROSION RESISTANT FASTENERS APPROPRIATE FOR THE SUBSTRATE SYSTEM

AND APPROVED FOR USE IN THE SYSTEM BY THE EIFS MANUFACTURER.G. SHEET FLASHING: DRYVIT FLASHING TAPE AND SURFACE CONDITIONER.H. REINFORCING MESH: BALANCED OPEN WEAVE, GLASS FIVER FAVRIC TREATED FOR COMPATIBILITY WITH OTHER SYSTEM

MATERIALS.I. FINISH: STANDARD DIRT RESISTANT, WATER-BASED ACRYLIC COATING WITH INTEGRAL COLOR AND TECTURE;

SANDPEBBLE FINE.

SECTION 07530 - ROOFING (REFER ALSO TO ROOF PLAN DRAWINGS A141)

A. ROOF TO BE SINGLE-PLY , FULLY SELF ADHERERD, 60 MIL TPO WITH A 20-YEAR MIN. WARRANTY. APPROVED MANUFACTURERS INCLUDE 'CARLISLE', 'FIRESTONE', 'GAF', OR APPROVED EQUAL. SIMILAR TPO SYSTEM WILL ALSO BE CONSIDERED.

B. ROOF INSULATION: TAPERED AND NON-TAPERED RIGID POLYISOCYANURATE BOARD. THICKNESS AS SHOWN ON THE DRAWINGS; MINIMUM R-30 CONTINUOUS. MINIMUM SLOPE 1/4":12".

SECTION 07620 - SHEET METAL FLASHING, GUTTERS AND LEADERS AND TRIM

A. PRE-FINISHED GALVANIZED STEEL, ASTM A 653/A653 M WITH G90/Z275 ZINC COATING, MIN. THICKNESS: 0.025" (24 GA) BASE METAL, SHOP PRE-COATED WITH PVDF; SUPERIOR PERFORMANCE ORGANIC FINISH, AAMA 2605/AAMA 621-02. MULTIPLE COATS, THERMALLY CURED FLUOROPOLYMER; COORS SELECTED FROM MANUFACTURER'S STANDARDS. MANUFACTURERS INCLUDE 'FIRESTONE UNA-CLAD KYNAR 500/HYLAR 5000' (OR APPROVED EQUAL) PRE-FINISHED GALVANIZED STEEL, 24 GA BASE METAL. THE SAME SPECIFICATION APPLIES TO THE GUTTERS AND LEADERS AT THE CANOPIES.

DIVISION 8 - DOORS AND WINDOWS

SECTION 08110 - DOORS AND FRAMES

A. PROVIDE KNOCK-DOWN FRAMES WITH MITERED CORNERS MADE OF COMMERCIAL QUALITY, COLD-FORMED STEEL CONFORMING TO ASTM A1008/A100M. PROVIDE FLOOR ANCHORS, SECURELY WELDED INSIDE EACH JAMB. FRAME GAUGES: 14 GA. COMPLY WITH ANSI A 250.8 - SDI-100 AND NFPA 80 FOR RATED DOORS. GAUGES: 16 GA. EXTERIOR AND 18 GA. INTERIOR. LEVEL 3, LEVEL A, MODEL 2. EXTERIOR DOORS TO BE GALVANIZED AND HAVE A POLYURETHANE CORE.

B. EXTERIOR AUTOMATIC BI-FOLD DOORS TO BE ASSA ABLOY SW2001-FOLD 4-PANEL OUTSWING WITH "BREAK-AWAY" FEATURE (OR APPROVED EQUAL). DOORS TO INCLUDE AUTOMATIC OPERATOR, DOORS, FRAMESM WEATHER STRIPPING, FINGERGUARDS, EMERGENCY BREAKAWAY, 3-POINT LOCK SYSTEM, ETC. PACKAGE SHALL ALSO INCLUDE EXTERIOR KEY CYLINDER, INTERIOR THUMBTURN, 4-POSITION KEY SWITH WITH BOX, 36"X42" EXTERIOR CLEAR ANODIZED GUARDS, ETC.; DOOR TO RECEIVE CUSTOM "EXTRA SPACE" STANDARD, "WASABI GREEN" COLOR AVAILABLE FROM SHERWIN WILLIAMS.

C. FOR OVERHEAD DOORS, REFER TO THE DOOR SCHEDULE AND TO THE STORAGE SYSTEMS DRAWING AND SPECIFICATIONS.

D. REFER TO THE DOOR, FRAME AND HARDWARE SCHEDULE.

ADDITIONAL SPECIFIC REQUIREMENTS

1. SIGNAGE

THE SIGNS ARE PART OF THE WORK AND ARE TO BE INCLUDED IN THE OVERALL BID. THE GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR COORDINATING THE INSTALLATION OF THE SIGNS WITH THE SIGNAGE CONSULTANT.

a. EXTERIOR ILLUMINATED SIGNS: THE G.C. IS TO PROVIDE ELECTRICAL POWER TO THE EXTERIOR ILLUMINATED SIGNS AS SHOWN ON THESE DRAWINGS AND AS REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SYSTEM. ALL ILLUMINATED SIGNS ARE TO BE CONTROLLED BY DIGITAL TIMER WITH ASTRONOMICAL CAPABILITIES: 'INTERMATIC ET8015C' 7-DAY 30 AMPS SPST ELECTRONIC ASTRONOMICAL LIGHT SWITCH, CLOCK VOLTAGE 120 VOLT-277-VOLT NEMA. REFER TO THE SELF-STORAGE UNIT SPECIFICATIONS AND DETAIL DRAWING.

b. FOR STORAGE UNIT SIGNAGE, REFER TO THE SELF-STORAGE UNIT SPECIFICATIONS AND DETAIL DRAWING. c. THE SIGNAGE PACKAGE SHALL INCLUDE ALL OTHER ROOM SIGNAGE, SUCH AS "YOU ARE HERE" SIGNS, TOILETS

(WITH HANDICAPPED ACCESSIBLE SYMBOLS, ELEVATOR MACHINE ROOMS, ELECTRICAL ROOMS, OFFICE, ETC. REFER ALSO TO THE HANDICAPPED ACCESSIBILITY DRAWING. ALL SUCH SIGNS SHALL INCLUDE BRAILLE.

d. REFER ALSO TO SPECIFICATION 10400 SECTION ON THIS DRAWING.

2. SECURITY

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING BIDS FROM, CONTRACTING WITH AND COORDINATING WITH APPROVED VENDORS. THE SECURITY PACKAGE/CONTRACT SHALL BE A TURNKEY DESIGN AND INSTALLATION PACKAGE AND IS TO INCLUDE, BUT NOT NECESSARILY LIMITED TO THE FOLLOWINGS:

a. SURVEILLANCE CAMERAS. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS, WHICH ARE TO BE AS FOLLOWS:• (1) ONE DOME CAMERA AT OFFICE COUNTER/CASH DRAWER.• (1) ONE DOME CAMERA AT EACH ELEVATOR "LOBBY" ON ALL LEVELS - A TOTAL OF (6) SIX SUCH LOCATIONS.• OTHER INTERIOR CAMERAS, SUCH AS HALLWAYS: (9) NINE LOCATIONS AS DETERMINED BY OWNER/END USER. • THE TOTAL NUMBER OF INTERIOR CAMERAS IN THE FACILITY IS NOT TO EXCEED (16) SIXTEEN. • EXTERIOR CAMERA LOCATIONS: (8) EIGHT BUILDING SURFACE-MOUNTED CAMERAS.

b. KEYPADS WITH INTERCOMS SHALL BE STAND-ALONE PTI ("THE INFORMER") AND INCLUDE APEX MODEL KEYPADS WITH SOFTWARE INTERFACE (FALCON 2000 SOFTWARE) FOR OMNI. THEY MAY BE PURCHASED THROUGH PTI ACCESS CONTROLS. THERE SHALL BE A KEYPAD/INTERCOM AT THE FOLLOWINGS LOCATIONS: 1. ONE EACH AT THE EXTERIOR BI-FOLD ENTRY DOORS. REFER TO THE ELECTRICAL DRAWINGS.

c. VIDEO MONITORS: MOUNTED ON THE OFFICE WALL AS SHOWN ON THE PLANS. MONITORS CAN BE PURCHASED THROUGH 'STORAGE MAINTANCE SPECIALISTS'; 888.506.6586; 42" VIDEO LG MONITOR MODEL #43LW#40C CAN ALSO BE ORDERED THROUGH OFFICE DEPOT/"ESS MART"

d. DIGITAL RECORDER TO BE DVR MODEL SMS-EZDVR-16 (OR LATEST REPLACEMENT MODEL) WITH A 2 TB HARD DRIVE STORAGE CAPACITY. THE DVR IS TO BE LOCATED IN THE CABINET AS SHOWN ON OFFICE/ADMIN. AREA DRAWINGS; PROVIDE ADEQUATE VENTILATION FOR THE DVR UNIT.

e. OFFICE ALARMS: ALARM SYSTEM TO BE VISTA-20P ALARM PANEL (OR LATEST REPLACEMENT MODEL) WITH ONE OR MORE KEYPAD PANELS, MOTION DETECTION IRD, AND DOOR CONTACTS. LOCATED IN ADMIN, OFFICE AREA, ALARMED DOORS SHALL INCLUDE THE TWO EXIT STAIR DOORS AT GROUND LEVEL, PLUS THE DOOR LEADING FROM THE ADMINISTRATION OFFICE TO THE STORAGE AREA ON THE FIRST FLOOR FOR A TOTAL OF (3) THREE DOOR ALARMS/CONTACTS.

f. SITE GRAPHICS: TO BE DISPLAYED IN ONE OF THE TWO SECURITY MONITORS LOCATED IN THE ADMINSTRATION OFFICE. REFER TO MILLWORK DRAWINGS AND INTERIOR ELEVATIONS. GRAPHICS TO BE DIGI GATE OR PTI COMPATIBLE WITH THE BUILDING ACCESS SYSTEM.

SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS

A. THERMALLY BROKEN, CLEAR ANODIZED STOREFRONT SYSTEM AT 1ST FLOOR ADMINISTRATIVE OFFICE. B. PRDUCT: KAWNEER 'TRIFAB VG 451T', STICK-ASSEMBLY (YKK OR APPROVED EQUALS ARE ALSO ACCEPTABLE). PROVIDE

INTEGRAL ALUM DOOR 'KAWNEER' SERIES 350 MEDIUM STILE OR APPROVED EQUAL (REFER TO BUILDING ELEVATIONS AND DOOR SCHEDULE).

C. PROVIDE PRODUCT DATA AND SIGNED AND SEALED SHOP DRAWINGS (BY AN ENGINEER LICENSED IN THE STATE OF NJ) WITH CALCULATIONS FOR APPROVAL. PERFORMANCE: ASTM E283, WATER FILTRATION: ASTM E331 AND DEFLECTION: ASTM E330.

D. COMPLY WITH AAMA STANDARDS AN AW RATING. E. GLAZING GASKET TO BE MOLDED NEOPRENE COMPLYING WITH ASTM C509. WET GLAZE WHERE REQUIRED BY

MANFACTURER.F. SUBMIT ACTUAL METAL SAMPLES FOR COLOR SELECTION AND APPROVAL.

SECTION 08500 - FIXED ALUMINUM WINDOW WALL SYSTEM

A. THERMALLY BROKEN, CLEAR ANODIZED FIXED ALUMINUM WINDOW SYSTEMS AS SHOWN ON THE BUILDING ELEVATIONS.B. PRODUCTS: KAWNEER 'TRIFAB VG 451T' OR YKK YWU 45TU OR APPROVED EQUAL.C. PROVIDE PRODUCT DATA AND SIGNED AND SEALED (BY ENGINEER LICENSED IN THE STATE OF NJ) SHOP DRAWINGS WITH

STRUCTURAL CALCULATIONS FOR APPROVAL. SAME PERFORMANCE AS SECTION 08410 ABOVE.D. COMPLY WITH AAMA STANDARDS AND AM RATING. E. GLAZING: 1" INSULATED CLEAR LOW 'E', TEMPERED. SEE SECTION 08800 BELOW. F. SUBMIT ACTUAL ALUMINUM AND GLASS SAMPLES FOR REVIEW AND APPROVAL.

SECTION 08710 - DOOR HARDWARE (REFER TO HARDWARE SCHEDULE).

SECTION 08800 - GLAZING

A. COMPLY WITH ANSI Z97, ASTM C864 AND GANA (GM AND SM). ALL EXTERIOR GLAZING SHALL BE PPG SOLARBAN 60 1" CLEAR INSULATED, LOW E AND TEMPERED WHERE REQUIRED BY OHIO BUILDING CODE.

B. EXTERIOR GLASS SHALL WITHSTAND POSITIVE AND NEGATIVE LOADS AS PER OHIO BUILDING CODE/ASCE 7-10. LIMIT GLASS DEFLECTION TO 1/200 OR FLEXURE LIMIT OF GLASS, WHICHEVER IS FIRST. GLASS DOORS AND VISION PANEL SHALL BE DELIVERED WITH THE MANUFACTURER'S STAMPS AND LABELS. DO NOT REMOVE UNTIL DIRECTED BY ARCHITECT. FLOAT GLASS SHALL MEET FEDERAL SPECIFICATION DO-G-451, TYPE 1, QUALITY Q3 AS MANUFACTURED BY PILKINGTON CO. OR APPROVED EQUAL. TEMPERED SAFETY GLASS SHALL MEET FEDERAL SPECIFICATION DD-G-1403.

C. MIN. GLASS BIT SHALL BE 1/4" ON ALL SIDES. WET GLAZING SHALL ONLY BE USED ONLY WHERE ABSOLUTELY REQUIRED FOR A SPECIFIC APPLICATION AND IF APPROVED BY ARCHITECT.

D. DAMAGED OR BROKEN GLASS AND MATERIALS FOUND UNFIT FOR USE OR REJECTED BY THE ARCHITECT OR OWNER SHALL BE PROMPTLY REMOVED AND REPLACED WITH NEW MATERIALS AT CONTRACTOR'S EXPENSE. PROTECT GLASS AFTER INSTALLATION AND APPLY STREAMERS. REMOVE SAME AT COMPLETION OR PROJECT.

DIVISION 9 - FINISHES

SECTION 09260 - GYPSUM BOARD ASSEMBLIES

A. PANELS BY 'US GYPSUM', 'GEORGIA PACIFIC' OR APPROVED EQUAL; COMPLY WITH ASTM C36, C475, C754, AND C840.B. PROVIDE TAPERED EDGES; SIZES 48 INCH WIDE X MAX. LENGTH TO MINIMIZE JOINTS.C. REFER TO PARTITION TYPES.D. THICKNESS: AS SHOWN ON THE DRAWINGS; MAX. SURFACE VARIATION: 1/8" IN 10 FEET IN ANY DIRECTION. E. IN GENERAL, ALL GYPSUM BOARD IS TO BE PAINTED WHITE. REFER TO FINISH SCHEDULE.F. TYPE X WHERE REQUIRED TO MEET FIRE RATED CONSTRUCTION.

DIVISION 10 - SPECIALTIES

SECTION 10210 - EXTERIOR ALUMINUM LOUVERS

A. COLOR MATCH ADJACENT MATERIAL SURFACES; REFER TO MECHANICAL DRAWINGS FOR SIZES AND OTHER INFORMATION.

SECTION 10400 - SIGNAGE

A. ALL SIGNS TO BE THROUGH THE "EXTRA SPACE" NATIONAL SIGNAGE VENDOR; REFER TO ESS SPECIFICATIONS THIS SHEET.

B. ALL SIGNS TO BE INCLUDED IN THE GENERAL CONTRACTOR BID. UNIT SIGNS INCLUDE:C. 2"X4" STORAGE UNIT NUMBER PLAQUES CENTERED ABOVE STORAGE UNIT DOORS. HALLWAY ID SIGNS SHALL BE 5"X10".D. ALL EXTERIOR SURFACE-MOUNTED, ILLUMINATED, BUILDING IDENTIFICATION SIGNS. PROVIDE POWER. REFER TO

BUILDING ELEVATIONS AND ELECTRICAL DRAWINGS/E. ALL INTERIOR ROOM SIGNS, "YOU ARE HERE", TOILET, OFFICE, ELEV, MACH, ROOM, ETC. AND ALL OTHER SIGNS REQUIRED

BY CODE. F. ALL INTERIOR SIGNS TO BE NON-FADING, 2-PLY ENGRAVED PLASTIC; 'EXTRA SPACE' GRAY COLOR.

SECTION 10523 - INTERIOR FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES

A. LOCATIONS NOT TO EXCEED 150' BETWEEN UNITS AND AS INDICATED ON PLANS OR AS DIRECTED BY THE LOCAL AUTHORITIES.

B. UNITS TO BE AS PER CODE AND NFPA STANDARDS.C. CABINETS: JL INDUSTRIES MODEL NO. 916AZ30 RECESSED STEEL; COLOR: WHITE.D. EXTINGUISHERS: 5 LBS. ABC MULTI-PURPOSE, RECHARGEABLE.

SECTION 10800 - TOILET ACCESSORIES (REFER TO DRAWINGS)

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13300 - SELF STORAGE UNITS, PANELS, DOORS AND ACCESSORIES(SEE SELF-STORAGE UNIT SPECIFICATION AND DETAIL DRAWINGS).

DIVISION 14 - CONVEYING SYSTEMS

SECTION 14201 - ELEVATORSDATA BELOW IS BASED ON 'THYSSEN KRUPP ENDURA MRL', HYDRAULIC 4,500 LB CAPACITY; 150 FPM MIN. APPROVED EQUALS ARE ALSO ACCEPTABLE.

A. INTERIOR CLEAR CAB DIMENSIONS: 5'-8" W. X 7'-9 1/2" D. X 7'-11" H.B. DOOR AND JAMBS: SATIN SS; DOOR DIMENSIONS: 4'-0" X 7'-0", ALUMINUM SILLC. SHAFT: 7'-4" W. X 9'-6 1/2" D. WITH 4'0" PIT AND 12'-8" CLEAR OVERRIDE; CONTRACTOR TO VERIFY WITH MANUFACTURER.D. COMPLY WITH ASME A17.1-2013, ASME A17.1-8.4-2013 AND ASME A-17.2 ELEVATOR SAFETY CODE.E. COMPLY WITH ICC/ANSI A117.1-2009 FOR ACCESSIBILITY. F. FLOORS: 'PATCRAFT" PASEO MODULAR CARPET TILES; COLOR: OBSIDIAN 00595.G. WALLS: SS CONTROL PANEL AND SS FRONT WALL; SIDE AND REAR WALL: 48" HIGH X .080" DIAMOND PLATE WAINSCOT ON

SIDE AND REAR WALLS, BRUSHED SS EXTENDING FROM TOP OF WAINSCOT TO CEILING.H. PROVIDE HOOKS FOR PROTECTIVE WALL PADS. I. SATIN SS ROUND HANDRAILS ON SIDE AND REAR WALLS; 8" BUMPER GUARD. J. CEILING: SS CEILING PANELS.K. LIGHTS: NINE 14W RECESSED LED COMPACT DOWNLIGHTS WITH TRANSLUCENT LENSES.

DIVISIONS 15 AND 16 - REFER TO MECHANICAL, ELECTRIC, PLUMBING AND FIRE PROTECTION DRAWINGS BY SNS CONSULTANT.

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