architect w4 express tunnel car wash 2100 rio hill …

LOCATION MAPCONSULTANT COORDINATIONGENERAL NOTES:

SHEET NUMBER

VIEW NUMBER

SECTION NUMBER

WINDOW CALL-OUT

4-VIEW CALL-OUT

DOOR CALL-OUT

SECTION CUT

A002

SHEET NUMBER

ELEVATION NUMBER

SHEET WHERE DETAIL

ELEVATION CALL-OUT

WILL BE FOUND

A

4

SECTION NUMBER

BLDG. CROSS SECTION

MODULE ID NUMBER

DETAIL BUBBLE

A002

A1

A002

SHEET NUMBER

A002

3

4

1A1

2

SYMBOL LEGEND

SECTION NUMBER

A002A1

SHEET NUMBER

KEYED NOTES

A

REVISION

1/4" = 1'-0"

SHEET DESIGNATIONA100X

DRAWING I.D. NUMBER

DRAWING SCALESHEET NUMBER

X/A100

X/A101

DETAIL LOCATION

SHEET INDEXDRWG.

NO. TITLE REVISIONDATE

DEVELOPMENT CONTACTS

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, AND DIMENSIONS PRIOR TO STARTING ANYWORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHEDBY SUBCONTRACTORS AND OWNER.

2. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TODETERMINE LOCATIONS. THE OWNER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TOCONTINUING WORK.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIESWHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTYDAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.

4. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOPDRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

5. ALL SPECIFIED MATERIALS MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. ANYDISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND THE MANUFACTURER'SREQUIREMENTS SHOULD BE IDENTIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION AND DURINGTHE BID PHASE TO AVOID CHANGE ORDERS.

6. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES FOUND ON THESEDOCUMENTS. IN THE ABSENCE OF NOTIFICATION OR RESPONSE FROM THE ARCHITECT THECONTRACTOR WILL BID THE MOST EXPENSIVE CHOICE OF THE ITEMS IN QUESTION. THECONTRACTOR WILL BE RESPONSIBLE TO COORDINATE SAID DISCREPANCIES WITH THE ARCHITECT,LICENSEE AND ZAXBY'S FOR A FINAL DECISION PRIOR TO PURCHASE AND INSTALLATION OFMATERIALS IN QUESTION.

7. NO EMAILS WILL SUPERSEDE THESE DRAWINGS, G.C. MUST CONTACT THE ARCHITECT BY PHONEOR SIGNED RFI.

SITE LOCATION

CODE NOTES:(FIRE EXTINGUISHERS) PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY FIRE CODE. THE SIZE SHALLBE A MINIMUM OF 2 - 2a; 10B-CARE REQUIRED AND SHALL BE INSTALLED AT A MAX. OF 36" ABOVE THEFINISHED FLOOR TO THE TOP OF THE HANDLE. TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOTEXCEED 75' FOR CLASS A, C & D FIRES. FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OR OBSCUREDFROM VIEW. FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED WHERE THEY WILL BE READILYACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF FIRE. PREFERABLY THEY SHALL BE LOCATEDALONG NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREA. ALL WORK AND INSPECTIONS OFPORTABLE FIRE EXTINGUISHERS SHALL BE PERFORMED BY A STATE CERTIFIED AGENT.

(SIGNAGE FOR RESTROOM): SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHTS SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN.

THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: (1) IF THE STREET NUMBER OR PLACED WITHIN 15 FEET OR LESS OF THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 4 INCHES IN HEIGHT. (2) IF THE STREET NUMBER IS PLACED MORE THAN 15 FEET FROM THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT.

ACCORDING TO TABLE 1018.2 THE MINIMUM HALL WIDTH CAN BE 36" GIVEN THE OCCUPANT LOADOF LESS THAN 50 IN CLASS B.

ACCORDING TO TABLE 1021.2.2, A BUSINESS OCCUPANT CAN HAVE ONE DOOR, WHICH SWINGS IN,IF THE OCCUPANCY LOAD IS 49 OR LESS BUT TRAVEL DISTANCES MUST BE LESS THAN 75'. THEREFORE THEADDED EXIT IN THE WASH TUNNEL.

EGRESS DOORS SHALL BE HINGED, SWINGING DOORS.

CORRIDOR DOOR NEAR UTILITY ROOM TREATED AS DEAD END FOR LENGTH THIS DOORWAY NOT BE USED AS AN EXIT THROUGH HIGHER HAZARD EXIT SIGNS AND PATH TO BE THROUGH OFFICE

EXCEPT FOR THOSE ALREADY IN ELECTRICAL ROOM MAY EXIT THROUGH EQUIPMENT ROOM.

THOMAS E. MORGAN, JR - THE ARCHITECT OF RECORD, HAS NOT BEEN ENGAGED TOPERFORM CONTRACT ADMINISTRATION WORK FOR THIS PROJECT.HE THEREFORE IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THE CONSTRUCTIONDOCUMENTS DURING CONSTRUCTION, INCLUDING MAKING MODIFICATIONS AS MAY BENECESSARY DURING THE CONSTRUCTION PHASE DUE TO JOB CIRCUMSTANCES. THEARCHITECT OF RECORD WILL NO LONGER BE LIABLE FOR THE WORK WHERE CHANGES TOTHESE DOCUMENTS HAVE BEEN MADE.

ARCHITECT'S NOTE:

LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TOEXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE).

GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH VBC.

MAINTAIN REQUIRED SLOPE AS PER MANUFACTURER'S SPEC'S FOR ROOFING MATERIAL.

Applicable Codes2015 VIRGINIA CONSTRUCTION CODE2015 VIRGINIA STATEWIDE FIRE PREVENTION CODE2015 VIRGINIA MECHANICAL CODE2015 VIRGINIA ENERGY CONSERVATION CODE2015 VIRGINIA PLUMBING CODE2015 VIRGINIA FUEL GAS CODE2014 NATIONAL ELECTRIC CODE2010 ADA STANDARDS

Building DesignOccupancy Classification:Construction Type:

Business B Type V-B

Fire RatingsStructural Frame:Interior Walls:Bearing Walls (Ext & Int):Non Bearing Wall & Partitions:Floor Construction:Roof Construction:

Square Footage: 4,200 SF

Type III-B0 hrs0 hrs2 hrs0 hrs0 hrs0 hrs

Means of Egress

Automatic Sprinkler System: NOT REQUIREDThe fire area has an occupant load of LESS THAN 100.

COVER SHEETA000GENERAL DRAWINGS

LIFE SAFETY PLANFLOOR PLAN AND WALL TYPESREFLECTED CEILING PLAN, FINISH SCHEDULEROOF PLAN AND DETAILSNORTH AND WEST EXTERIOR ELEVATIONSSOUTH AND EAST EXTERIOR ELEVATIONSBUILDING SECTION AND DETAILBUILDING SECTION AND DETAILBUILDING SECTIONSRESTROOM DETAILSDOOR AND WINDOW DETAILSDRAINABLE EIFS DETAILS

A001A101A102A103A104A105A106A107A108A109A110A111

ARCHITECTURAL DRAWINGS

STRUCTURAL DRAWINGS

PLUMBING NOTES AND LEGENDFLOOR PLAN WASTE AND VENTFLOOR PLAN WATER AND GAS

P001P101P201

PLUMBING DRAWINGS

ELECTRICAL LEGENDS & SPECIFICATIONSELECTRICAL SITE PLANELECTRICAL POWER PLANELECTRICAL LIGHTING PLANELECTRICAL SINGLE LINE DIAGRAM AND CALCSELECTRICAL PANEL SCHEDULES

E001E100E101E102E201E202

ELECTRICAL DRAWINGS

FLOOR PLAN HVACHVAC SCHEDULES AND DETAILS

M101M201

MECHANICAL DRAWINGS

GENERAL NOTESGENERAL ARRANGEMENT CANOPIES PLANBUILDING FOUNDATION AND FLOOR PLANROOF FRAMING PLANWALL ELEVATIONSBUILDING & CANOPY DETAILSCANOPY & BENTS DETAILS

S1S2S3S4S5S6S7

SITE PLAN (BY CIVIL ENGINEER)UTILITY PLAN (BY CIVIL ENGINEER)

34

SITE DRAWINGS - FOR REFERENCE ONLY

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172

Building 100, Suite 120Kennesaw, Georgia 30144

www.mrpdesign.comF. 770-917-9470

3450 Acworth Due West Road

19066

ARCHITECT OF RECORD:

THOMAS E. MORGAN, JR.ARCHITECT

423 FISCHER TRAILELLIJAY, GEORGIA 30540

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W4 EXPRESS TUNNELCAR WASH

2100 RIO HILL CENTERCHARLOTTESVILLE, VA

22901 CORNER OF U.S. ROUTE 29 AND

WOODBROOK DRIVECHARLOTTESVILLE, VIRGINIA

FIRE MARSHALL203 RIDGE STREETCHARLOTTESVILLE, VA 22902P. (434)970-3240

COVER SHEET

A000

ARCHITECTTHOMAS E. MORGAN, JR.817 VININGS PKWYSMYRNA, GA 30080

PROJECT COORDINATORQUINN BENNETTMRP DESIGN GROUP3450 ACWORTH DUE WEST ROADSUITE 120KENNESAW, GA 30144(770) 917-9172 ext. [email protected]

OWNERJUSTIN HENDLEYWCWV, LLCP.O.BOX 42BOGART GA, 30622

MECHANICAL, PLUMBINGSAVANT ENGINEERING5064 ROSWELL ROAD, SUITE D-301SANDY SPRINGS, GA 30342TEL: 770-319-7400

ELECTRICALSAVANT ENGINEERING5064 ROSWELL ROAD, SUITE D-301SANDY SPRINGS, GA 30342CONTACT: RAMON VELAZQUEZ, PETEL: 770-319-7400

STRUCTURALDAVID WHITEWHITE ENGINEERING, LLC2436 MUIRFIELD WAYDULUTH, GA 30097TEL: 770-447-8683

ALBEMARLE COUNTY COMMUNITY DEVELOPMENT401 MCLNTIRE ROADCHARLOTTESVILLE,VA 22902P. (434) 296-5832

Business, Group B, Carwash - SEE LIFE SAFETY PLAN, SHEET LS100

Exits Width: VBC 1005.1.2 x 17 = 3.4" required2 x 35" = 70" provided

Occupant Load = 8 People VBC TABLE 1004.1.1BUSINESS AREA:

OPERATIONS OFFICE 2OFFICE 1RESTROOMS 2

ANCILLARY STORAGE, MECHANICAL EQUIPMENT AREA:ELECTRICAL ROOM 1

EQUIPMENT ROOM 2TOTAL OCCUPANTS = 8

AutoCAD SHX Text

1

SHEET TITLE:

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CHK'D BY:

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ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




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LIFE SAFETY PLAN

A001

A B C D E F

1

2

3

1

2

3

WASHER

4 4

33'-0"

11'-0

"

TRAVEL DISTANCE FROM POINT "A"TO NEAREST EXIT = 44'-0"

51'-2"

8'-4

"

22'-2"POINT "A"

POINT "B"

TRAVEL DISTANCE FROM POINT "B"TO NEAREST EXIT = 81'-8"

FE

PANIC BAR EXITDEVICE ON DOOR

PANIC BAR EXITDEVICE ON DOOR

INACTIVE LEAF

FE

CODE SUMMARY - B BUSINESS - 2015 VIRGINIA CONSTRUCTION CODE

CONSTRUCTION TYPE: V-BOCCUPANCY: B

OCCUPANT LOAD:BUSINESS AREAS:UOPERATIONS OFFICE 143 SF / 100 = 2OFFICE 94 SF / 100 = 1MEN'S RESTROOM 1WOMEN'S RESTROOM 1ACCESSORY STORAGE AREAS:UTILITY AND ELECT. 864 SF / 300 = 3EQUIPMENT ROOM

TOTAL: 8

SPRINKLER REQUIREMENTS (FBC 903.2.1.2) NOT REQUIRED, LESS THAN 100 OCCUPANTS

FE FIRE EXTINGUISHER

EMERGENCY LIGHT W/ BATTERY BACKUP

LEGEND

EXIT/ EMERGENCY LIGHT COMBO W/ BATTERY BACKUP

143 SF 94 SF 62 SF 62 SF34 SF

2,480 SF

50 SF 48 SF

203 SF

529 SF

SCALE:1

A001LIFE SAFETY PLAN

3/16" = 1'-0"

OPERATIONSOFFICE

100

OFFICE101

MEN'SRESTROOM

102

WOMEN'SRESTROOM

103

UTILITY104

ELECTRICAL105

MAT WASH106

VENDING107

EQUIPMENT ROOM108

CAR WASHTUNNEL

109

125'-4"

34'-4

"

20'-0

"

N.

G

G

GF

E

SCALE:1

A101FLOOR PLAN

3/16" = 1'-0"

A B C D E F

1

2

3

1

2

3

WASHER

F.D.

F.D. F.D.F.D.

F.D.F.D.

F.D. F.D. F.D.F.D.

32'-0"

125'-4"

24'-0"

4'-8" 9'-4" 3'-4" 3'-4" 3'-4"

22'-8"23'-4" 23'-4"

5'-8" 12'-0" 5'-8" 2'-8"6'-8"2'-8" 6'-8" 4'-8" 6'-8"2'-8" 3'-4" 6'-8" 3'-4" 6'-8" 2'-8" 6'-8" 3'-4"6'-8" 2'-8"3'-4"

12'-0

"4'

-8"

5'-0

"9'

-4"

2'-0

"

12'-8

"21

'-8"

3'-4" 8'-0" 6'-8" 3'-4" 14'-0" 3'-4" 5'-4" 2'-8" 8'-0" 4'-0" 8'-0" 2'-8" 5'-4" 10'-0" 6'-0" 8'-0" 10'-0" 8'-0" 2'-4"

3'-4

"6'

-4"

3'-0

"3'

-8"

14'-0

"4'

-0"

8"

4'-0"

3'-4"

8"1'-4

"

4 4

9'-0

"

2'-4"

27'-8" 22'-8" 25'-4" 25'-8" 24'-0"

10'-0"

1'-0

"

OPERATIONSOFFICE

100 OFFICE101

MEN'SRESTROOM

102

WOMEN'SRESTROOM

103

UTILITY104

ELECTRICAL105

MAT WASH106

VENDING107

EQUIPMENT ROOM108

CAR WASHTUNNEL

109

01

02

15

03

04 05

8"3'

-5"

35 8"8'

-33 8"

1'-0

"20

'-0"

8"

8" 12'-612" 35

8" 11'-9" 6" 8'-338" 6" 8'-11

2" 8" 4'-8" 8"

3'-5

"

358" 3'-7" 1'-4" 3'-4" 1'-4"

8"

06

07 3'-9

1 2"8"

4'-2

1 2"8"

3'-4

"

24'-0"

8" 9'-4" 3'-4" 13'-0"

7'-1

1 2"

11'-10" 8" 11'-6"

11'-4

"

2'-2

3 8"3'

-4"

8" 8"

4"8"

2'-0

"16

'-0"

2'-0

"

8" 22'-8" 8"

12'-0

"

24'-8"22'-0"

35 8"7'

-73 8"

1'-4" 3'-4" 1'-4" 18'-0"

100'-8"

08 09

10

11

12

13

14

W1 W3

W2

W4 W4

W5

16W6W7W7W7W7W7W7W7

W8

D

E

D

FH

G G

H

2A105

1A104

2A104

1A105

2A108

1A106

1A108

1A107

1A109

A

A A

A

AB

B

CC

C C C

CC

L E G E N D

CMU WALL TO 14'-0" AFF



N.

3A108

SCALE:2

A101WALL TYPES

3/8" = 1'-0"

A

8" CMU 12" GWB (PAINT) ON1 12" METALFURRINGCHANNELS @ 2'-0"O.C.

OFFICE SIDE

B

12" GWB (PAINT) ON 3 58"METAL STUDS @ 1'-4" O.C.TOP OF STUDS @ 12'-0" AFF.BRACE TOP TRACK TOTRUSSES WITH DIAG. METALSTUD @ 2'-8" O.C.STAGGERED

C

CMU PVC WALL PANELSATTACHED TOCMU

D

12" MR GWB (PAINT) ON 3 58"METAL STUDS @ 1'-4" O.C.TOP OF STUDS @ 12'-0" AFF.BRACE TOP TRACK TOTRUSSES WITH DIAG. METALSTUD @ 2'-8" O.C.STAGGERED

NOTE: PVC WALL PANELSTO 4'-0" AFF ONRESTROOM SIDE

E

12" MR GWB (PAINT) ON 6"METAL STUDS @ 1'-4" O.C.TOP OF STUDS @ 12'-0" AFF.BRACE TOP TRACK TOTRUSSES WITH DIAG. METALSTUD @ 2'-8" O.C.STAGGERED

NOTE: PVC WALL PANELSTO 4'-0" AFF ONRESTROOM SIDES

F

CMU PVC WALL PANELSATTACHED TOCMU TO 4'-0" AFFIN RESTROOMS-PROVIDE PVC TRIMPIECES

G

EXPOSED CMUWALLS, RAKEJOINTS SMOOTH

H

CMU PVC WALL PANELSATTACHED TOCMU TO 10'-0" AFF

NOTE:REFER TO CIVIL PLANS DRAWINGSFOR CURBS, SIDEWALKS, PLANTERAREAS, ETC.

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




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FLOOR PLAN ANDWALL TYPES

A101

SHEET TITLE:

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DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




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REFLECTED CEILINGPLAN, FINISHSCHEDULE

A102

ROOM # ROOM NAME AREA100 OPERATIONS OFFICE 226 SF

FLOOR FINISHCERAMIC

BASEVINYL

WALL FINISHGWB AND METAL CHANNEL FURRING, PAINT

CEILING FINISH2'-0" X 2'-0" TEGULAR SUSP. ACOUST. CEILING PANELS

CEILINGHEIGHT COMMENTS10'-6"

101 OFFICE 94 SF CERAMIC VINYL 10'-6"102 MEN'S RESTROOM 62 SF CERAMIC VINYL PVC PANELS TO 48" AFF, PAINT CMU ABOVE 9'-0"103 WOMEN'S RESTROOM 62 SF CERAMIC VINYL104 UTILITY 34 SF SEALED CONC. VINYL UNFINISHED CMU, TOOLED CMU JOINTS SMOOTH 10'-0"105 ELECTRICAL 203 SF N/A -106 MAT WASH 50 SF N/A 10'-0"107 VENDING 48 SF N/A 10'-0"108 EQUIPMENT ROOM 529 SF N/A 14'-0"109 CAR WASH TUNNEL 2,480 SF N/A PVC PANELS ATTACHED PERPENDICULAR TO TRUSSES

DUMPSTER ENCLOSURE 180 SF N/A EXTER: BRICK VENEER, INTER: PAINT TRICORN BLACK N/A SEE SHEET A108

SCALE:1

A102REFLECTED CEILING PLAN

3/16" = 1'-0"

OPERATIONSOFFICE

100

OFFICE101

MEN'SRESTROOM

102

WOMEN'SRESTROOM

103UTILITY

104

ELECTRICAL105

MAT WASH106

VENDING107

EQUIPMENT ROOM108

CAR WASHTUNNEL

109

8" CMU WALLSTO 10'-0" AFF

8" CMU WALLSTO 14'-0" AFF

ALUM AWNING

3/4" PLYWOOD DECK ON2x10 JOISTS @ 1'-4" O.C.

EXPOSEDSTRUCTURE

SCALE:2

A102FINISH SCHEDULE

N.T.S.

GWB AND METAL CHANNEL FURRING, PAINT

SEALED CONC.SEALED CONC.SEALED CONC.SEALED CONC.SEALED CONC.SEALED CONC.

2'-0" X 2'-0" TEGULAR SUSP. ACOUST. CEILING PANELS2'-0" X 2'-0" TEGULAR SUSP. ACOUST. CEILING PANELS2'-0" X 2'-0" TEGULAR SUSP. ACOUST. CEILING PANELS 9'-0"

VINYL FACED GYP. CEILING PANELSVINYL FACED GYP. CEILING PANELS

UNFINISHED CMU, TOOLED CMU JOINTS SMOOTH

PVC PANELS TO 48" AFF, PAINT CMU ABOVE

PVC PANELS EQUAL TO EXTRUTECH P1600

UNFINISHED CMU, TOOLED CMU JOINTS SMOOTH

PAINTED MOISTURE RESIST. GWB ON CLG JOISTS

PAINTED MOISTURE RESIST. GWB ON CLG JOISTSPAINTED MOISTURE RESIST. GWB ON CLG JOISTS

EXPOSED STRUCTURE

14'-0"

PVC PANELS EQUAL TO EXTRUTECH P1600

PVC PANELS EQUAL TO EXTRUTECH P1600PVC PANELS EQUAL TO EXTRUTECH P1600PVC PANELS EQUAL TO EXTRUTECH P1600

PVC PANELS ATTACHED PERPENDICULAR TO TRUSSES

ROOM #100101102103104105106107108109

- -

ALUM FLAT CANOPY

ALU

M F

LAT

CA

NO

PY

ALUM FLAT CANOPY ALUM FLAT CANOPY

ALUM FLAT CANOPY

ALUM AWNINGALUM AWNINGALUM AWNING

ALU

M F

LAT

CA

NO

PY

4'-0"

15'-0

"

18'-0"

4'-0

"2'-6

"

8'-0"8'-0"8'-0"

4'-0

"

13'-0"

13'-0

"

4'-0"

20'-0"

4'-0

"

9'-0"ALUM AWNING

9'-0" 2'-6

" 4'-0

"

12'-0"

EXTRUTECH P1600 PVCCEILING PANELS ATTACHEDTO BOTTOM OF TRUSSES

EXTRUTECH P1600 PVCCEILING PANELS ATTACHEDTO BOTTOM OF TRUSSES

N.

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ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




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ROOF DRAINAGE CALCULATIONS:(IBC CHAPTER 11 STORM DRAINAGE)

ROOF AREA:AREA #1 (MAIN ROOF, 2% SLOPE) = 5,400 SF (INCLUDING 50% OF VERTICAL SURFACE WALL AREAS)

100 YEAR, 1-HOUR RAINFALL EVENT= 6.0 INCHES PER HOUR

CAPACITY OF SCUPPERSG.P.M. = .0104 x ROOF AREA x ANNUAL RAINFALL EVENTG.P.M. = .0104 X 6.0 X 5,400 = 337 / 4 SCUPPERS = 84.24 G.P.M. PER SCUPPER IS SCHEDULEDEACH SCUPPER CAPACITY = (H X L) = 8" X 14" = 155.88 G.P.M. CAPACITY

SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS: 6.0 IN/HR = R6"x4" DOWNSPOUT =

CAPACITY OF VERTICAL LEADERS

360 G.P.M. CAPACITY, 84.24 G.P.M. PER SCUPPER IS SCHEDULED

GENERAL ROOF PLAN NOTES:

1. SEE MECHANICAL/PLUMBING DRAWINGS FOR ADDITIONAL NOTES & DETAILS.

2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL & PLUMBING DRAWINGS.

3. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH PLUMBING AND MECHANICAL DRAWINGS.

4. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND/OR INSTALL ALL ADJACENT AND/OR RELATED FLASHING, BLOCKING, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATER-PROOF INSULATION.

5. LOCATION OF ROOF ACCESSORIES & MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS.

6. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT BE RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR SUCH ITEMS.

7. ALL SPECIFIED MATERIALS MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND THE MANUFACTURER'S REQUIREMENTS SHOULD BE IDENTIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION AND DURING THE BID PHASE TO AVOID CHANGE ORDERS.

DURO-LAST ROOFING NOTES: 1. INSTALL INSULATION ACCORDING TO ROOF MEMBRANE MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL FURNISH AND INSTALL A WHITE 50 MIL SINGLE-PLY MEMBRANE ROOFING SYSTEM THAT IS FABRICATED OF A WEFT INSERTED LOW-SHRINK, ANTI-WICKING POLYESTER FABRIC AND HAS A THERMOPLASTIC MATERIAL LAMINATED TO BOTH SIDES AS MANUFACTURED BY DURO-LAST ROOFING, INC. 3. ON ALL PARAPET LOCATIONS, WRAP PARAPET WITH NEW PRE-MANUFACTURED WHITE 40 MIL PARAPET FLASHINGS BY DURO-LAST ROOFING AND TERMINATE ON EXTERIOR OF WALL. 4. WOOD NAILERS MUST BE A #2 GRADE LUMBER, OR BETTER, PRESSURE TREATED, AND MUST BE FASTENED TO

THE DECK, WALL OR EXISTING SECURED NAILER IN SUCH A MANNER THAT THEY RESIST 180 LB. OF FORCE PERLINEAR FOOT OF NAILER IN ANY DIRECTION. FASTENERS USED TO ATTACH WOOD NAILERS MUST BE SPACEDNO GREATER THAN 18-INCHES (455 MM) APART.

5. INSTALL DURO-LAST E.M. VINYL-COATED METAL SCUPPERS THROUGH OVERFLOW WALL DRAINS (ITEM NUMBER 2702) AND USE E.M. CONDUCTOR HEAD # 2766 ATTACHED TO DOWNSPOUTS. 6. ALL DECK SHEETS AND PARAPETS SHALL BE PULLED TIGHT AND INSTALLED AS WRINKLE FREE AS POSSIBLE. 7. INSTALL PRE-MANUFACTURED FLASHINGS ON ALL ROOF PENETRATIONS AS SPECIFIED BY ROOF MEMBRANE MANUFACTURER. 8. CONTRACTOR MUST DISPOSE OF ALL DEBRIS IN AN APPROVED FACILITY IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 9. CONTRACTOR TO INSTALL THE MEMBRANE SYSTEM PER ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

METAL SHADE AWNING ROOFING NOTES:

1. BASIS OF DESIGN: PAC CLAD 7.2 EXPOSED FASTENER ALUM PANEL2. COVERAGE WIDTH: 36 INCHES (914 MM).3. MAJOR RIB SPACING: 7.2 INCHES ON CENTER.4. RIB HEIGHT: 1-1/2 INCH.5. NOMINAL THICKNESS: .040 ALUMINUM.6. PANEL SURFACE: SMOOTH.7. COLOR: BURNISHED SLATE.

METAL PANEL INSTALLATIONEXPOSED FASTENER METAL ROOF PANELS: INSTALL WEATHER-TIGHT METAL PANEL SYSTEM IN ACCORDANCE WITHMANUFACTURER'S WRITTEN INSTRUCTIONS, APPROVED SHOP DRAWINGS, AND PROJECT DRAWINGS. INSTALL METAL ROOF PANELSIN ORIENTATION, SIZES, AND LOCATIONS INDICATED, FREE OF WAVES, WARPS, BUCKLES, FASTENING STRESSES, AND DISTORTIONS.ANCHOR PANELS AND OTHER COMPONENTS SECURELY IN PLACE.

PANEL SEALANTS: INSTALL MANUFACTURER'S RECOMMENDED TAPE SEALANT AT PANEL SIDELAPS AND ENDLAPS.

PANEL FASTENING: ATTACH PANELS TO ALUM CANOPY PURLIN SUPPORTS USING SCREWS, FASTENERS, AND SEALANTSRECOMMENDED BY MANUFACTURER AND INDICATED ON G.C. APPROVED SHOP DRAWINGS.FASTEN METAL PANELS TO SUPPORTS AT EACH LOCATION INDICATED ON APPROVED SHOP DRAWINGS, WITH SPACING ANDFASTENERS RECOMMENDED BY MANUFACTURER.

DISSIMILAR MATERIALS: WHERE ELEMENTS OF METAL PANEL SYSTEM WILL COME INTO CONTACT WITH DISSIMILAR MATERIALS, TREATFACES AND EDGES IN CONTACT WITH DISSIMILAR MATERIALS AS RECOMMENDED BY MANUFACTURER.

ACCESSORY INSTALLATIONGENERAL: INSTALL METAL PANEL TRIM, FLASHING, AND ACCESSORIES USING RECOMMENDED FASTENERS AND JOINT SEALERS,WITH POSITIVE ANCHORAGE TO CANOPY, AND WITH WEATHER TIGHT MOUNTING. COORDINATE INSTALLATION WITH FLASHINGSAND OTHER COMPONENTS.INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL PANEL ASSEMBLY, INCLUDING TRIM, COPINGS, FLASHINGS, SEALANTS,CLOSURE STRIPS, AND SIMILAR ITEMS.COMPLY WITH DETAILS OF ASSEMBLIES UTILIZED TO ESTABLISH COMPLIANCE WITH PERFORMANCE REQUIREMENTS ANDMANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS, AND SEAMS THAT WILL BE PERMANENTLYWEATHER RESISTANT.JOINT SEALERS: INSTALL JOINT SEALERS WHERE INDICATED AND WHERE REQUIRED FOR WEATHERTIGHT PERFORMANCE OF METALPANEL ASSEMBLIES, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

ROOF PLAN ANDDETAILS

A103

A B C D E F

1

2

3

1

2

3

4 4

SLO

PE1/

4" :

1'-0

"

22'-0" A.F.F.T/ PARAPET

22-0" A.F.F.T/ PARAPET


22-0" A.F.F.T/ PARAPET 18'-0" A.F.F.

T/ PARAPET22'-0" A.F.F.T/ PARAPET





SLO

PE1/

4" :

1'-0

"

SLO

PE1/

4" :

1'-0

"

SLO

PE1/

4" :

1'-0

"

SLOPE

TAPEREDINSULATIONCRICKETS

8"x14" SCUPPER AND8"x14" OVERFLOWSCUPPER, SET BOTTOM OFOVERFLOW SCUPPER AT 3"ABOVE FIELD OF ROOF ATLOW POINT


DSDS


SLOPE




SLO

PE1/

4" :

1'-0

"


SLOPESLOPE SLOPESLOPE

SLOPE SLOPE


40" x 32"ATTICACCESS

8"x14" SCUPPER AND8"x14" OVERFLOWSCUPPER, SET BOTTOM OFOVERFLOW SCUPPER AT 3"ABOVE FIELD OF ROOF ATLOW POINTDS


DSDS


SCALE:1

A103ROOF PLAN

3/16" = 1'-0"

50 MIL SINGLE PLYROOFING MEMBRANE ON3" POLYISO INSULATION-15 YEAR WARRANTY

50 MIL SINGLE PLYROOFING MEMBRANE ON3" POLYISO INSULATION-15 YEAR WARRANTY

3

A103 TYP

N.

SLOPE SLOPE

SCALE:2

A103SCUPPER DETAIL

N.T.S. SCALE:3

A103SCUPPER ELEVATION

3/4" = 1'-0"

1'-2"

8"

3"

4"1'-2"

8"

1'-6"

434"

10"

6"

PRIMARYSCUPPER WITHLINING

FIELD OF ROOF

SECONDARYSCUPPER WITHLINING

ALUMCOLLECTOR BOXAND 6" X 4"DOWNSPOUT

AutoCAD SHX Text

METAL FLANGE

AutoCAD SHX Text

Note 1: Sealant must be applied

AutoCAD SHX Text

around the interior of the scupper

AutoCAD SHX Text

before installing the scupper liner.

AutoCAD SHX Text

Duro-Last

AutoCAD SHX Text

Sealant (Note 1)

AutoCAD SHX Text

XXXXXXXXXXXXXX

AutoCAD SHX Text

XXXXXXXXXXXXXX

AutoCAD SHX Text

XXXXXXXXXXXXXX

22'-0

"26'-0

"

1 2 3

VENDINGMAT WASH

OFFICE

3'-4

"

10'-0

"

8'-0

"

F E D C B A

9'-4

"

9'-4

"

9'-4

"

8'-0

"

7'-0

"

14'-0"

7'-0

"

6'-0"

12'-0

"

0'-0"F.F.E.

14'-0" AFFT/ MASONRY

22'-0" AFFT/ STUDS

26'-0" AFFT/ STUDS

3'-4" AFFT/ SILL

4'-0

"

4'-0

"

22'-0" AFFT/ STUDS

18'-0" AFFT/ STUDS

0'-0"F.F.E.


22'-0" AFFT/ STUDS

3'-4" AFFT/ SILL

18'-0" AFFT/ STUDS

12'-8

"

1 EF-1: EIFS EXTERIOR FINISH, SAND PEBBLE FINISH AND SMOOTH TRIM BANDSCOLOR: MATCH SHERWIN WILLIAMS SW7001 MARSHMALLOW

L E G E N D

2BR-1: THIN BRICK VENEER, WHITEGENERAL SHALE BRADFORD HALL OR EQUAL (770-313-9779 LORICOLVILLE, NORTH GEORGIA BRICK)

3 STN-1: HORIZON STONE, MANUFACTURED VENEER MASONRYCOLOR: SMOKY MOUNTAIN HANDCRAFTED

4 STN-1: HORIZON STONE WATER TABLE SHAPE LEDGESTONECOLOR: SMOKY MOUNTAIN HANDCRAFTED

5 MTL-1: PREFINISHED ALUMINUM COPINGCOLOR: BONE WHITE

6 MTL-2: PREFINISHED ALUMINUM FLAT CANOPIESCOLOR: BURNISHED SLATE

7 MTL-3: PREFINISHED ALUMINUM SHADE AWNINGS, PAC CLAD 7.2PANELS ATTACHED TO ALUM FRAME, COLOR: BURNISHED SLATE

8 ALUM/GLASS: PREFINISHED ALUMINUM DOORS AND WINDOWSCOLOR: DARK BRONZE ANODIZED, GLASS COLOR GRAY

9 HOLLOW MTL PAINTED: METAL DOORS AND FRAMESCOLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN

10 CLOPAY METAL/GLASS OVERHEAD DOOR SERIES, MODEL 902/903ALUM COLOR: DARK BRONZE; GLASS COLOR GRAY

11 COILING OVERHEAD DOORALUM COLOR: DARK BRONZE

12 LIGHT FIXTURECOLOR: DARK BRONZE

13 ALUM SCUPPERS AND DOWNSPOUTSCOLOR: DARK BRONZE

1

5

2A108

SCALE:1

A104EXIT END - NORTH ELEVATION

3/16" = 1'-0"

2

3

4

3'-4

"

5

SCALE:2

A104WEST ELEVATION

3/16" = 1'-0"

1A106

1A107

12'-8

"

3'-4" 3'-4"

2'-2"1'-10"

1A108

2'-8

"

8'-0

" 10'-0

"

PREWIRE BUILDINGSIGN (SEPARATEPERMIT)

1

3'-0

"

14'-0

"8'

-0"

2

6

12

9

13

3

4

12

6

12'-8

"

10

4'-0

"

8'-0" 8'-0"

7

BOTTOM OFLOUVERS @ 10'-0"

BOTTOM OFLOUVER @ 12'-0"

BOTTOM OFLOUVERS @ 12'-0"



ADA "MEN" SIGN,TOP @ 60" AFF

ADA "WOMEN"SIGN, TOP @ 60" AFF 12

12

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




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QB

TM

NORTH AND WESTEXTERIOR ELEVATIONS

A104

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

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QB

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SOUTH AND EASTEXTERIOR ELEVATIONS

A105

22'-0

"

3'-4

"9'

-4"

10'-0

"14'-0

"5'

-0"

3'-0

"

12'-0"

12'-0

"

12'-8

"

8'-0

"

26'-0

"

12'-2

"

1'-4

" 3'-4

"9'

-4"

4'-0

"

4'-0

"

12'-0

"

12'-8

"

4'-0

"

8'-0

"

8'-0

"

FEA

123

22'-0

"

9'-4

"SCALE:

1A105

ENTRANCE END - SOUTH ELEVATION3/16" = 1'-0"

SCALE:2

A105EAST ELEVATION - STREET SIDE

3/16" = 1'-0"

1 EF-1: EIFS EXTERIOR FINISH, SAND PEBBLE FINISH AND SMOOTH TRIM BANDSCOLOR: MATCH SHERWIN WILLIAMS SW7001 MARSHMALLOW

L E G E N D

2 BR-1: THIN BRICK VENEER, WHITEGENERAL SHALE BRADFORD HALL OR EQUAL

3 STN-1: HORIZON STONE, MANUFACTURED VENEER MASONRYCOLOR: SMOKY MOUNTAIN HANDCRAFTED

4 STN-1: HORIZON STONE WATER TABLE SHAPE LEDGESTONECOLOR: SMOKY MOUNTAIN HANDCRAFTED

5 MTL-1: PREFINISHED ALUMINUM COPINGCOLOR: BONE WHITE

6 MTL-2: PREFINISHED ALUMINUM FLAT CANOPIESCOLOR: BURNISHED SLATE

7

8 ALUM/GLASS: PREFINISHED ALUMINUM DOORS AND WINDOWSCOLOR: DARK BRONZE ANODIZED, GLASS COLOR GRAY

9 HOLLOW MTL PAINTED: METAL DOORS AND FRAMESCOLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN

10 CLOPAY METAL/GLASS OVERHEAD DOOR SERIES, MODEL 902/903ALUM COLOR: DARK BRONZE; GLASS COLOR GRAY

11 COILING OVERHEAD DOORALUM COLOR: DARK BRONZE

12 LIGHT FIXTURECOLOR: DARK BRONZE

13 ALUM SCUPPERS AND DOWNSPOUTSCOLOR: DARK BRONZE

2A108

1A107

1A106

1A108

14'-0

"8'

-0"

MTL-3: PREFINISHED ALUMINUM SHADE AWNINGS, PAC CLAD 7.2PANELS ATTACHED TO ALUM FRAME, COLOR: BURNISHED SLATE

8'-0" 8'-0" 8'-0"

4'-0

"

++

+

+

++

++

+

+

+ +

321

12'-0"

12'-0

"

12'-8"21'-4"4"

ROOF SLOPE1/4" : 1'-0"

3'-4

"6'

-0"

10'-6

"

0'-0"F.F.E.

14'-0" AFFT/ CMU

3'-4" AFFT/ SILL

-1'-4"T/ FOOTING-2'-0"

T/ FOOTING

WASH TUNNEL

EQUIPMENT PIT, SEEEQUIPMENT DRAWINGS

OFFICE

-0'-6" T/ TUNNEL SLAB

14'-0" AFFT/ CMU

12'-8

"

4'-0"

22'-0" AFFT/ STUDS

22'-0" AFFT/ STUDS

10'-0

"

4'-0"

PREFINISHED ALUMCANOPY WITH INTEGRALGUTTER

PREFINISHED ALUMCANOPY WITHINTEGRAL GUTTER

2-PIECE METALCOMPRESSIONEDGE FLASHING,COLOR: WHITE

DRAINAGE-BACKED EIFSON FLUID APPLIEDMOISTURE BARRIER ONEXTERIOR GRADESHEATHING

2A106

2-PIECE METALCOMPRESSION EDGEFLASHING, COLOR: WHITE


2A106

OPP.

SCALE:1

A106BUILDING SECTION

3/8" = 1'-0"

GWB FINISH ONMETAL FURRINGCHANNELS

CULTURED MARBLEWINDOW SILLS

GWB FINISH ONMETAL FURRINGCHANNELS

6" RESILIENTCOVE BASE C. TILE FLOORING

R-19 BATT INSULATIONTO EXTEND ABOVEROOF INSULATION

SECTIONALOVERHEAD ALUMAND GLASS DOOR

FLUID APPLIED MOISTUREBARRIER MEMBRANE ONCMU, TYPICAL

ADHERED MASONRYVENEER ON MODIFIEDPOLYMER MORTAR BED

THIN BRICK VENEER ONMODIFIED POLYMERMORTAR BED

METAL FLASHING ANDEIFS DRAINAGE TRACK

COREFILL INSULATION INHOLLOW CELLS(EXTERIOR WALLS)


ROOFING MEMBRANE ON 3"POLYISO INSULATION ANDMOISTURE BARRIER ONROOF DECK

PRE-ENGINEERED WOODROOF TRUSSES

S.A.C.P.

PVC CEILING AND WALLPANELS EQUAL TOEXTRUTECH P1600

COILINGOVERHEAD DOOR

6"

R-19 BATT INSULATIONTO EXTEND ABOVEROOF INSULATION

2x6 WOOD STUDS CLOSURE WITH 1-LAYEROF CEMENT BOARD EACH SIDE AND R-19BATT INSULATION BETWEEN STUDS

PT 2x8 W/ 1/2" A.B.@ 40" O.C.

SIMPSON A35 EA. SIDE

2x6 BLOCKING

PT 2x8 W/ 1/2" A.B.@ 40" O.C. (TYP)

SIMPSON A35 EA. SIDE (TYP)

++

+

+

++

SCALE:2

A106ENLARGED DETAIL

3" = 1'-0"

1'-7" 512"

1'-4

"31

2"11

2"

1'-4"


ROOFING MEMRANE, EXTENDUP AND OVER TOP OFPARAPET, TYP.

SLOPE

ROOFINGMEMRANE ONEXTERIOR GRADESHEATHING

2x6 WOOD STUDS@ 12" O.C. FASTENTO WOODTRUSSES ANDTOP/BOTTOMPLATE

2x4 WOOD STUDS@ 12" O.C.

SEALANT

1.5" EIFS, SMOOTH SAND FINISH,ON DRAINAGE BACK ADHESIVEON FLUID APPLIED MOISTUREBARRIER ON EXTERIOR GRADESHEATHING

4"1'

-01 2"

1.5" EIFS BAND, SMOOTHSAND FINISH

112"

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

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BUILDING SECTIONAND DETAIL

A106

++

+

+

+ +

++

+

+

++

++

+

+

++

0'-0"F.F.E.


22'-0" AFFT/ STUDS

28'-0" AFFT/ STUDS

0'-0"F.F.E.



28'-0" AFFT/ STUDS

3'-4" AFFT/ SILL




-2'-0"T/ FOOTING

(-) 1'-4"T/ FOOTING

2'-0

"



1.5" EIFS WITH VERTICALSTRIP ADHESIVE

COREFILL INSULATION INHOLLOW CELLS (EXTERIORWALLS)

6'-1

114"

3/4" T&G PLYWOOD DECKON TJI JOISTS AT 16" O.C.

PVC WALL AND CEILING PANELSEQUAL TO EXTRUTECH P1600

1'-0

"3

4"



PVC CEILING PANELSEQUAL TO EXTRUTECHP1600

HOLLOW METALINSULATED DOORS ANDHOLLOW METAL FRAME

7'-0

"4"



ROOFING MEMBRANE,EXTENDS OVER TOP OFPARAPET

2-PIECE METALCOMPRESSIONEDGE FLASHING,COLOR: WHITE






COREFILL INSULATION INHOLLOW CELLS(EXTERIOR WALLS)

3'-4" AFFT/ SILL








2A106

2A106

2A106

OPP.

EXPOSED CMU WALLS INEQUIPMENT ROOM,TOOL JOINTS SMOOTH

SECTIONAL OVERHEAD ALUMAND GLASS DOOR

EQUIPMENT PIT, SEEEQUIPMENT DRAWINGS

2A107


12'-0

"

6"

123

4"21'-4"12'-8"

14'-0"

WASH TUNNEL

EQUIPMENTROOM

10'-0" AFF

PREFINISHED ALUMCANOPY WITH INTEGRALGUTTER

PREFINISHED ALUMDOWNSPOUT, PIPE BELOWGRADE, TYP.

ROOFING MEMBRANE ONTAPERED INSULATION

ROOFING MEMBRANE, EXTENDSOVER TOP OF PARAPET

PREFIN. ALUM DOWNSPOUT(BEHIND)

4'-0

"

SCALE:1


3/8" = 1'-0"

L6x6x3/8 LEDGERW/ 5/8" Ø THRU BOLT@ 40" O.C. IN BOND BEAM

1 34" x 11 78" LVLLEDGER CONT.

SIMPSON BA JOISTHANGER (TYP)

2x6 LEDGER CONT.W/ 5/8" Ø A.B. @40" O.C.

TRUSS MFR TOPROVIDE CLEARANCEFOR LEDGER

2x6 BLOCKING

PT 2x8 W/ 1/2" A.B.@ 40" O.C.

SIMPSON A35 EA. SIDE

2x6 TOP PLATE

PT 2x8 W/ 1/2" A.B.@ 40" O.C. (TYP)


2x6 BLOCKING(TYP)

1 34" x 11 78" LVL LEDGER CONT.W/ 1/2" Ø A.B. @ 40" O.C.

1.5" EIFS ON DRAINAGE-BACK ADHESIVE ON FLUIDAPPLIED MOISTURE BARRIERON CMU WALLS

PERFORATED EIFSDRAINAGE TRACK

COATED METALFLASHING ANDCOUNTERFLASHING

FULLY ADHEREDROOFING MEMBRANE

SCALE:2

A107ENLARGED DETAIL

3" = 1'-0"

8" CMU

2x6 LEDGER CONT.W/ 5/8" Ø A.B. @40" O.C.

TRUSS MFGR TOPROVIDE CLEARANCEFOR LEDGER

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




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BUILDING SECTIONAND DETAIL

A107

0'-0"F.F.E.

18'-0" AFFT/ STUDS

28'-0" AFFT/ STUDS

0'-0"F.F.E.

14'-0" AFFT/ CMU

28'-0" AFFT/ STUDS

123

SCALE:1


3/16" = 1'-0"

22'-0" AFFT/ STUDS

14'-0" AFFT/ CMU

3'-4"

3'-4

"8"

22'-0" AFF

4'-0

"FR

P

EQ. EQ.

1'-4

"8'

-03

8"

7'-4

38"

WOMEN'SRESTROOM WASH TUNNEL

ELEC.

18'-0" AFFT/ STUDS


2x6 WOOD STUDS CLOSURE WITH 1-LAYEROF CEMENT BOARD EACH SIDE AND R-19BATT INSULATION BETWEEN STUDS

12'-0

"

10'-0

"


EXPOSED STRUCTUREIN ELEC. ROOM

9'-0

"S.

A.C

.P.

GWB AND METALSTUDS PARTITION TO12'-0" AFF, BRACE TOSTRUCTURE

1'-4

"

2'-0

"

2'-0

"

PREFIN ALUM WINDOWFRAME AND INSULGLAZING

HINGED ATTICACCESS W/LATCH


2'-5

1 2"

PREFIN ALUM COPING,COLOR: WHITE

T/ CMU


12'-8" 21'-4"

++

+

+

+ +


28'-0" AFFT/ STUDS

+ ++ +

+ +

+ +

+ ++ +

+ +

+ +

++

+

+

++

++++

++

++

++++

++

++

6'-1

114"

TOWER ATTIC

1'-2

"

FEA

++

+

+

++

++++

++

++

++++

++

++

B C D

27'-8" 22'-8" 25'-4" 25'-8" 24'-0"

22'-0" AFF

4'-0

"

12'-0

"

12'-0

"1'

-2"

-0'-6" T/ TUNNEL SLAB

14'-0" AFFT/ CMU

14'-0

38"

3'-4

"A

CC

ESS

SCALE:2


3/16" = 1'-0"

3/4" T&G PLYWOOD DECKON TJI JOISTS AT 16" O.C.


3'-4

"6'

-0"

7'-4

"

PVC TRIM ATOPENINGS, TYPICAL



22'-0" AFF

12'-0

"

12'-9

34"


3/4" PLYWOOD DECKON 2x10 JOISTS(BEYOND)

PT 2x8 W/ 1/2" A.B.@ 40" O.C. (TYP)


PT 2x8 W/ 1/2" A.B.@ 40" O.C. (TYP)


SCALE:3

A108ENLARGED PLAN DETAIL

1 1/2" = 1'-0"

PVC WALL PANELS ATTACHEDTO CMU

PVC WALL PANELS ATTACHEDTO CMU

12" CMU BLOCKING COREFILLED INSULATION FOREXTERIOR WALLS


8" CMU BLOCKING COREFILLED INSULATION FOREXTERIOR WALLS

FLUID APPLIED MOISTURE BARRIERMEMBRANE ON CMU, TYPICAL

8" CMU BLOCKING

SHEET TITLE:

DRAWN BY:

CHK'D BY:

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PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

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SHEET NUMBER:

PERMIT SET02.15.21

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TM

BUILDING SECTIONS

A108

F.D.F.D.D

C A

B

A109

SCALE:1

A109ENLARGED RESTROOM PLAN

3/8" = 1'-0"

LAV

WC

TACTILERESTROOMSIGNAGE

SCALE:A

A109INTERIOR ELEV.

3/8" = 1'-0"

RESTROOM ACCESSORIES SCHEDULE

PAPER TOWEL DISPENSER AND TRASH

42" SIDE GRAB BAR

36" REAR GRAB BAR

MIRROR

BOBRICK B-5806.99 x 36 PEENED STAINLESS STEEL, SATIN, FURNISHED COMPLETE W/MOUNTING KIT

2

TOILET PAPER DISPENSER: SURFACE MOUNTED BOBRICK B-2888 STAINLESS STEEL2

BOBRICK B-5806.99 x 42 PEENED STAINLESS STEEL, SATIN, FURNISHED COMPLETE W/MOUNTING KIT

BOBRICK B-165 1836 CHANNEL FRAME STAINLESS STEEL WITH BRIGHT-POLISHED FINISH.MITERED CORNERS, VANDAL RESISTANT

A

B

2C

2D

2E

PIPE BOOTS, PIPE PROTECTION KIT2F PROTECT ALL EXPOSED PIPESTRUEBRO 82193

1G SANITARY NAPKIN DISPOSAL BOBRICK B-270 MOUNT IN WOMEN'S AT 30" AFF TO TOP

8" 3'-4" 10'-0" 3'-4" 8"

6" 8'-338" 6" 8'-11

2"

78"

1'-4

1 2"4'

-87 8"

1'-6

"

7'-7

3 8"

WC

LAV

3'-0

"6"

1'-0" 3'-6"

2'-1

01 2"

3'-4

"'3'

-0"

1'-6"

27" M

IN.

29" M

IN.

17" MIN.

6" MAX.34" M

AX.

40" M

AX.

9" M

IN.

36" MAX.

17"-1

9" 34 1

/2"

12" AT SIDE

8" MIN.

2'-5

"4'-0

"

1'-7

" HC

GRAB BARS TO BE 1 1/4"TO 1 1/2" IN DIAMETER,250 LB IN STRENGTH,AND 1 1/2" FROM WALL.

ADA COMPLIANT MIRRORW/ FRAME

SANITARY NAPKINDISPENSER

TOILET & ACCESSORYMOUNTING DETAIL

LAVATORY MOUNTINGDETAIL

SURFACE MOUNTED TOILETTISSUE DISPENSER

SOAP DISPENSER

PAPER TOWEL DISPENSERAND TRASH COMBO

6" AT REAR

GRAB BARS

TPD

INSULATEPIPES

42" @ SIDE WALL36" @ REAR WALL

D

CA

B

A109SIMILAR,OPPOSITEHAND

MEN'SRESTROOM

102

WOMEN'SRESTROOM

103

E

B

SOAP DISPENSER2H BOBRICK B-4112 (OPTIONAL)

H

C

DG

A

SCALE:2

A109MOUNTING HEIGHTS

3/8" = 1'-0"

1'-0"3'-6"

ACCESSIBILITY NOTES:ADA/ANSI A117.11. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE

DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND ATACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES AREACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVEDIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEARESTACCESSIBLE ENTRANCE.

2. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15"ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOTAPPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATESOTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOTNORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS.

3. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEYSHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THEVISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDINGRESTROOMS, AND PLACED 80" ABOVE THE FLOOR OR 6" BELOWCEILING, WHICHEVER IS LOWER.

4. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLEHARDWARE (i.e. LEVER-OPERATED, PUSH-TYPE, U-SHAPED)MOUNTED NO HIGHER THAN 48" ABOVE THE FLOOR.

5. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.CHANGES IN LEVEL BETWEEN 0.25" AND 0.5" SHALL BE BEVELEDWITH A SLOPE NO GREATER THAN 1:2". CHANGES IN LEVELGREATER THAN 0.5" REQUIRE RAMPS. CARPET PILE THICKNESSSHALL BE 0.5" MAX. GRATINGS IN FLOOR SHALL HAVE SPACESNO GREATER THAN 0.5" WIDE IN ONE DIRECTION. DOORWAYTHRESHOLDS SHALL NOT EXCEED 0.5" IN HEIGHT.

6. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25"-1.50" INDIAMETER WITH 1.5" CLEAR SPACE BETWEEN THE BAR AND THEWALL.

7. ACCESSIBLE WATER CLOSETS SHALL BE 17"-19" FROM FLOOR TOTHE TOP OF THE SEAT. GRAB BARS SHALL BE 36" LONG MINIMUMWHEN LOCATED BEHIND WATER CLOSET AND 42" MINIMUMWHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BEMOUNTED 33"-36" ABOVE THE FLOOR.

8. ACCESSIBLE URINALS SHALL BE STALL-TYPE OR WALL HUNG WITHELONGATED RIMS AT A MAXIMUM OF 17" ABOVE THE FLOOR.

9. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NOHIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF ATLEAST 29" ABOVE THE FLOOR TO THE BOTTOM OF THE APRON.

10. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHERTHAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST27" HIGH, 30" WIDE, AND 19" DEEP UNDERNEATH SINK. THE SINKDEPTH SHALL BE 6.5" MAXIMUM.

11. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIESAND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER

12. ACCESSIBLE LAVATORIES AND SINKS. ACCESSIBLE LAVATORIESAND SINKS SHALL HAVE ACCESSIBLE FAUCETS (i.e.LEVER-OPERATED, PUSH-TYPE, ELECTRONICALLY CONTROLLED.)

13. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONESHALL BE PROVIDED WITH THE BOTTOM EDGE OF THE REFLECTIVESURFACE NO HIGHER THAN 40" ABOVE THE FLOOR.

35 8"

A A

H

E

D

CG

B

H

E

D

C

B

LAVWC

1'-6

"

4'-0

"PV

C P

AN

ELS

9'-0

"C

EILI

NG

CMU (PAINTSW7001MARSHMALLOW)

MIRR

SD

VINYL COVEBASECERAMICFLOOR TILE

SCALE:B

A109INTERIOR ELEV.

3/8" = 1'-0"

4'-0

"PV

C P

AN

ELS

9'-0

"C

EILI

NG

HM DOOR ANDFRAME (PAINTSW6006 BLACKBEAN)

34"x10" SSKICKPLATE

ALUMTHRESHOLD SETIN SEALANT

OCCUPANCY SENSOR


1'-0"3'-6"

8"

TPD

GB GBGBGB

SCALE:C

A109INTERIOR ELEV.

3/8" = 1'-0"

4'-0

"PV

C P

AN

ELS

9'-0

"C

EILI

NG

MR GWB (PAINTSW7001MARSHMALLOW)


SCALE:D

A109INTERIOR ELEV.

3/8" = 1'-0"

4'-0

"PV

C P

AN

ELS

9'-0

"C

EILI

NG

LAV

PTD

GEORGIA PACIFIC 59466 DISPENSER59491 TRASH

STAINLESS STEEL SEMI-RECESSED PAPER TOWELDISPENSER AND WASTE RECEPTACLE 12 GALLONS

PTD

8"4'

-6"

1'-334"

NOTE: INSTALLEXTRUTECH PVC WALLPANELS TO 4'-0" AFFINSIDE RESTROOMS PERMFR INSTRUCTIONS

MR GWB (PAINTSW7001MARSHMALLOW)

N.

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

W4

EXPR

ESS

CAR

WAS

HC

HAR

LOTT

ESVI

LLE,

VA

SHEET NUMBER:

PERMIT SET02.15.21

QB

TM

RESTROOM DETAILS

A109

DOOR # TYPE0102

ALUMINUM STOREFRONT DOORWIDTH HEIGHT MATERIAL

DOOR

3'-0" 7'-0" ALUM/GLHARDWAREKAWNEER 1686 CONCEALED ROD EXIT DEVICE WITH EXT. LEVER TRIM HANDLE

MAT FINISH NOTES:FRAME

3'-0" 7'-0" LEVER HANDELED PASSAGE LOCK W/ CLOSER, THRESHOLD & WEATHER STRIPPING03 INTERIOR PAINTED WOOD DOOR 3'-0" 7'-0" SCW LEVER HANDELED OFFICE LOCK HM PAINT TO MATCH WALLS, SEE DETAIL A/A11004 3'-0" 7'-0" LEVER HANDELED PRIVACY LOCK HM05

EXTERIOR METAL INSULATED DOOR3'-0" 7'-0"

HMHM

06EXTERIOR METAL INSULATED DOOR

3'-0" 7'-0" HM3'-0" 7'-0" HM HM07

08 COILING OVERHEAD DOOR 8'-0" 8'-0" ALUM09 8'-0" 8'-0"10 3'-0" 7'-0" HM HM11 3'-0" 7'-0"12 PAIR OF FLUSH HOLLOW METAL DOORS PR 3'-0" 7'-0" HM13 SECTIONAL OVERHEAD DOOR 14'-0" 12'-0"14 12'-0" 12'-0"15 12'-0" 12'-0"16

3'-4

"6'

-0"

DOOR SCHEDULE

FRP CORROSION RESISTANT DOOR FRP FRPW/ CLOSER, THRESHOLD, WEATHER STRIPPINGALUM ANOD

FRP FRP COLOR: DARK BRONZE, SEE DETAIL C/A110

FINISHANOD

DOOR #01020304050607080910111213141516

FRPPAINT

HMPAINTPAINT LEVER HANDELED PRIVACY LOCK

HOLLOW METAL DOOR HM PAINTPAINT

LEVER HANDELED PASSAGE LOCK

PAINTPAINT TO MATCH WALLSPAINTPAINT TO MATCH WALLSPAINTPAINT TO MATCH WALLSPAINTPAINT TO MATCH WALLSPAINT

W/ CLOSER, THRESHOLD, WEATHER STRIPPINGW/ CLOSER, THRESHOLD, WEATHER STRIPPINGW/ CLOSER, THRESHOLD, SEE DETAIL A/A110

PAINT TO MATCH WALLSPAINT W/ CLOSER, THRESHOLDFRP FRP

ALUMINUM STOREFRONT DOOR 3'-0" 7'-0" ALUM/GL KAWNEER 1686 CONCEALED ROD EXIT DEVICE WITH EXT. LEVER TRIM HANDLE W/ CLOSER, THRESHOLD, WEATHER STRIPPINGALUM ANODANOD

FRP CORROSION RESISTANT DOORHOLLOW METAL DOOR

HOLLOW METAL DOOR

PAINT



ALUMALUM ALUMCOILING OVERHEAD DOOR

MANUAL OVERHEAD DOOR ROLLING SERVICE DOORMANUAL OVERHEAD DOOR ROLLING SERVICE DOOR

MTL PAINT DARK BRONZE ALUMMTL PAINT DARK BRONZE ALUM

FRP FRP LEVER HANDELED PASSAGE LOCK W/ CLOSER, THRESHOLD & WEATHER STRIPPINGPAINT SURFACE VERTICAL ROD EXIT DEVICE ON ACTIVE LEAF HM PAINT PAINT TO MATCH WALLS

ALUM/GL ANOD MANUAL OVERHEAD DOOR IN TRACK - MAINTAIN CLEARANCES FOR WASH EQUIPMENT

COILING OVERHEAD DOORSECTIONAL OVERHEAD DOOR

ALUM ALUM MANUAL OVERHEAD DOOR ROLLING SERVICE DOOR MTL PAINTMTL PAINT

DARK BRONZE ALUM

MTL PAINT DARK BRONZE ALUM W/ GRAY GLASSDARK BRONZE ALUM W/ GRAY GLASSALUM/GL ANOD MANUAL OVERHEAD DOOR IN TRACK - MAINTAIN CLEARANCES FOR WASH EQUIPMENT

7'-0

"

W1

8'-0"

3'-4

"6'

-0"

4'-8" 3'-4"

3'-0"

9'-4

"

2'-4" 2'-4"

1. ALUM. FRAMING SYSTEM:4 1/2" EXTRUDED ALUMINUM FRAMESDARK BRONZE ANODIZED FINISH

2. MANUFACTURER: "KAWNEER" OR EQUAL3. PREFINISHED ALUMINUM4. GLAZING:VISIBLE LIGHT TRANSMITTANCE: 47%VLR REFLECTANCE: 8%SHGC: 0.24WINTER U-VALUE: 0.28PPG SOLARBAN 70, OPTIGRAY + CLEAR GLASS SYSTEM OR EQUAL.

DIMENSIONS SHOWN ARE ROUGH OPENINGS, ELEVATIONS AREVIEWED FROM OUTSIDE.

N O T E SSCALE:

1A110

WINDOW TYPES1/4" = 1'-0"

L E G E N D

T INDICATES TEMPERED GLAZING

QTY: Quantity

0'-0"F.F.E.

QTY: 1

T

T

T

3'-8

"2'

-4"

W2

QTY: 1

3'-4

"6'

-0"

3'-8

"2'

-4"

9'-4"

9'-4

"

3'-1" 3'-2" 3'-1"

W3

QTY: 1

6'-8"

9'-4

"

3'-4

"6'

-0"

3'-8

"2'

-4"

3'-4" 3'-4"

W4

QTY: 2

3'-4

"6'

-0"

3'-1

1"2'

-1"

10'-0"

9'-4

"

3'-4" 3'-4" 3'-4"

W5

QTY: 1

9'-1

0"7'

-0"

2'-1

0"

DOOR SILL @ 6"BELOW FINISHFLOORELEVATION

9'-4

"

3'-0"

3'-4"

W6

QTY: 1

1'-4

"8'

-0"

9'-4"

3'-1" 3'-2" 3'-1"

4'-0

"4'

-0"

T T T

T T T

T

6'-8"

3'-4" 3'-4"

4'-0

"4'

-0"

T T

T T

1'-4

"8'

-0"

W7

QTY: 7

0'-0"F.F.E.

0'-0"F.F.E.

W8

QTY: 1

T

T

T

T

T

T

T

T

T

T

T

T

INSULATEDCLEAR GLAZINGFOR THIS SET

3'-8

"2'

-4"

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"18'-0"

FRP COLOR: DARK BRONZE, SEE DETAIL C/A110

AHM WRAP AROUND FRAME

DOOR & FRAME DETAIL

12"

12"

BHM GROUTED FRAME-CMU

DOOR & FRAME DETAIL

4"

CFRP FRAME

DOOR & FRAME DETAIL

4"2"2"

SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

W4

EXPR

ESS

CAR

WAS

HC

HAR

LOTT

ESVI

LLE,

VA

SHEET NUMBER:

PERMIT SET02.15.21

QB

TM

DOOR AND WINDOWDETAILS

A110

AutoCAD SHX Text

A110

AutoCAD SHX Text

A110

AutoCAD SHX Text

3" = 1'-0"

AutoCAD SHX Text

H.M. FRAME

AutoCAD SHX Text

H.M. FRAME

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

JAMB ANCHORS

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

GYP. BD.

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

GYP. BD.

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

%%UB. JAMB

AutoCAD SHX Text

%%UA. HEAD

AutoCAD SHX Text

GYP. BD.

AutoCAD SHX Text

GYP. BD.

AutoCAD SHX Text

WALL TYPE AS SCHEDULE

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

%%UB. JAMB

AutoCAD SHX Text

%%UA. HEAD

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

GROUTED

AutoCAD SHX Text

H.M. FRAME

AutoCAD SHX Text

ANCHORS

AutoCAD SHX Text

GROUTED

AutoCAD SHX Text

H.M. FRAME

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

NEW 8" CMU

AutoCAD SHX Text

A110

AutoCAD SHX Text

A110

AutoCAD SHX Text

3" = 1'-0"

AutoCAD SHX Text

%%UB. JAMB

AutoCAD SHX Text

%%UA. HEAD

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

ANCHORS

AutoCAD SHX Text

FRP FRAME

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

PAINTED CMU

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

NEW 8" CMU

AutoCAD SHX Text

A110

AutoCAD SHX Text

A110

AutoCAD SHX Text

3" = 1'-0"

A-111DENS GLASS GOLD SHEATHING WITHWATER-RESISTIVE BARRIER

APPROVED ADHESIVE IN VERTICAL NOTCHEDTROWEL CONFIGURATION2" EXPANDED POLYSTYRENE INSULATIONBOARD (RIBBED BACKSIDE FORDRAINAGE)

EIFS BASE COAT

REINFORCING MESH

EIFS BASE COAT

EIFS FINISH COAT

HIGH IMPACTPANZER 15 OR 20REINFORCING MESH

DENS GLASS GOLD SHEATHING WITHWATER-RESISTIVE BARRIER

EIFS BASE COAT

REINFORCING MESH

EIFS BASE COAT

EIFS FINISH COAT

EIFS BASE COAT

PERFORATED DRAINAGE TRACK BEHINDWATER-RESISTIVE BARRIER (SET IN MASTIC)

APPROVED ADHESIVE IN VERTICAL NOTCHEDTROWEL CONFIGURATION

2" EXPANDED POLYSTYRENE INSULATIONBOARD (RIBBED BACKSIDE FORDRAINAGE)

PERFORATED DRAINAGE TRACK BEHINDWATER-RESISTIVE BARRIER (SET IN MASTIC)

Rough Opening Preparation

STEP #3

APPLY FLASHING OVERLEG OF HEAD FLASHING

APPLY FLEXIBLE FLASHINGSPLICES LAPPING OVER LEG OFSILL PAN FLASHING.STEP #4 STEP #5

INSTALL WINDOWUNIT

APPLY FLASHING TAPE AT HEADLAPPING OVER JAMBAPPLICATION

STEP #1

APPLY FLASHING TAPE ATSILL, EXTENDING UP JAMBSMINIMUM 2 12" AND INSTALLCORNER SPLICES

APPLY FLASHING TAPE ATJAMBS LAPPING OVER SILLAPPLICATION

STEP #2

EIFS

2"

SILL PAN

Preparation of Opening for Storefront Window

STEP 1:INSTALL SILL PAN OVER FLASHING AND SECURETO FRAMING AND BLOCKING. SHIM UNDERSIDEOF FLASHING TO ENSURE INCIDENTIAL MOISTUREIS DIRECTED TO THE EXTERIOR FACE OF THE WALL

STEP 2:APPLY FLEXIBLE FLASHING ALONG JAMBSAND LAP OVER UPTURNED LEGS OF PANFLASHING

STEP 3:INSTALL WINDOW UNIT

STEP 4:APPLY BACKER ROD AND SEALANT ALONGJAMBS AND AT SYSTEM TERMINATIONS,ALSO ALONG EDGES OF FLASHING

NOTES:1. APPLY FLEXIBLE FLASHING AT SILL, EXTENDING UP JAMBS

MINIMUM 2 12" AND INSTALL CORNER SPLICE

2. APPLY FLEXIBLE FLASHING AT JAMBS LAPPING OVER SILLAPPLICATION

3. APPLY FLEXIBLE FLASHING AT HEAD LAPPING OVER JAMBAPPLICATION

4. PAN FLASHING MUST HAVE WATERTIGHT SEAMS

NOTE:SEE ROUGH OPENING PREPARATIONDETAILS THIS SHEET.

Inside/Outside Corners

MUST OVERLAP 8" MIN.

NOTE:1. DOUBLE WRAP OUTSIDE CORNERS

WITH REINFORCING MESH OR USECORNER MESH

2. DO NOT LAP REINFORCING MESHWITHIN 8" OF A CORNER

3. OUTSIDE BOARD EDGES SHALL BEOFFSET

APPROVED ADHESIVE IN VERTICALNOTCHED TROWEL CONFIGURATION


DENS GLASS GOLD SHEATHING

EIFS FINISH COAT

EIFS BASE COATREINFORCING MESHEIFS BASE COAT

WATER-RESISTIVE BARRIER COATING

EIFS BACKSTOP TEXTURE OVERGRID TAPE

APPROVED ADHESIVE IN VERTICALNOTCHED TROWEL CONFIGURATION


DENS GLASS GOLD SHEATHING

EIFS FINISH COAT


WATER-RESISTIVE BARRIER COATING

EIFS BACKSTOP TEXTURE OVERGRID TAPE

EIFS Vertical Expansion Joint

DENS GLASS GOLD SHEATHING WITHWATER-RESISTIVE BARRIER


EIFS FINISH COAT

COMPATIBLESEALANT WITH CLOSEDCELL BACKER ROD- COLORPRIMED

WRAP MESH (2") MIN. ATBACKSIDE OF EPS

ADHESIVE IN VERTICAL NOTCHEDTROWEL CONFIGURATION

WATERPROOFING BACKSTOPOVER GRID TAPE

APPROVED ADHESIVE IN VERTICAL NOTCHEDTROWEL CONFIGURATION


SHEET TITLE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATE

PROJECT TITLE:

ISSUES/REVISIONS

PROJECT NO:

P. 770-917-9172




19066




REVIEW SET01.27.21

W4

EXPR

ESS

CAR

WAS

HC

HAR

LOTT

ESVI

LLE,

VA

SHEET NUMBER:

PERMIT SET02.15.21

QB

TM

DRAINABLE EIFSDETAILS

A111

architect w4 express tunnel car wash 2100 rio hill …

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