erosion control plan xw 30-80 xw hd xw

XW

XW

XW

XW

XW

XW

XW

XW

XW

XW

LOT INFO

LOT AREA: 4,940 SFBUILDING AREA: 4107 SQ. FT.BUILDING COVERAGE: 81%ALLOWED COVERAGE: 100%TOTAL IMPERVIOUS AREA: 4772 SQ. FT.28 LONG TERM BIKE SPACES PROVIDED2 SHORT TERM BIKE SPACES PROVIDEDPER 33.266.210. 27 LONG TERM REQUIRED(1.1*24 UNITS = 26.4), 2 SHORT TERM REQUIRED

N MA

RYLA

ND A

VE

N GOING STS

00°0

0'00

" E

48.80

'

EXIST/NEWEL. 197.5'

FINISH FLOOREL. 191.3'

EXIST/NEWEL. 194.0'

EXIST/NEWEL. 190.7

FINISH FLOOREL. 196.8'

EL. 191.5' EL. 194.0' EL. 196.5'

EL. 196.3'

EL.190.0'

GROUND LEVEL GROUND LEVEL

EL. 191.2

T.O.W.EL. 194.5'

196

197

EL. 191.0

EL. 191.0

EL. 196.5

EL. 196.5

538 SQ. FT. IMPERV. AREA

127 SQ. FT.IMPERV. AREA

DSDSDS

DS DS DS

XW

N 90°00'00" E 99.99'

N 89°18'40" E 100.00' EXIST/NEWEL. 191.0'

S 00

°00'00

" E

50.00

'

195

30"-80"

XW

5' M

IN.

5' M

IN.

2'0"

MIN.

10' MIN. 5' MIN.FROM PROP. LINE

48" DRYWELL @ 10' DEPTH

1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOTTRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTERCONSTRUCTION.

2. SITING CRITERIA: GRAVELLY SAND, GRAVELLY LOAMY SAND, OR OTHER EQUALLYPOROUS MATERIAL MUST OCCUR IN A CONTINUOUS 5' DEEP STRATUM WITHIN 12' OFTHE GROUND SURFACE.

3. SIZING: EXHIBIT 2-36 IS USED TO APPROPRIATELY SIZE THE DRYWELL(S) BASED ONTHE AMOUNT OF IMPERVIOUS AREA THAT EACH DRYWELL IS DESIGNED TO MANAGE.THIS CHART SHALL BE USED AS GUIDANCE, IS BASED ON FIELD EXPERIENCE, ANDSHOULDBE USED AS MINIMUMS ONLY

4. DRYWELL SHALL NOT BE INSTALLED WHERE BASE OF FACILITY HAS LESS THAN 10'OF SEPARATION TO WATER TABLE

5. TOP OF DRYWELL MUST BE BELOW LOWEST FINISHED FLOOR6. SETBACKS (FROM CENTER OF FACILITY);7. 10' FROM FOUNDATIONS8. 5' FROM PROPERTY LINES9. 20' FROM CESSPOOLS10. PIPING SHALL BE ABS SCH40, CAST IRON, OR PVC SCH40.

MAIN DOUBLE CHECK VALVE TO BELOCATED WITHIN UNDERGROUNDVAULT ON PRIVATE PROPERTY

PREMISES-ISOLATION (PI)DOUBLE CHECK DETECTORASSEMBLY (DCDA) ANDVAULT TO BE AT THEPROPERTY LINE ONPRIVATE PROPERTY

2" WATER SERVICE LINE

PROPERTY LINE

2" SERVICE LINE CONTINUES TOSPRINKLER RISER ROOM

2" DOMESTIC WATER LINE

*PI DCVA TO BE INSTALLED PERWATER BUREAU REQUIREMENTS

2" WATER METER

VALVE TO BE LOCATEDWITHIN UNDERGROUNDVAULT ON PRIVATEPROPERTY

NOTE

SECTION A-A SECTION B-BX

W

XW

XW

XW

XW

N MA

RYLA

ND A

VE

N GOING ST

T.O.W.EL. 194.5'

XW

30"-80"

XW

© 2016 MCGUIRL DESIGNS AND ARCHITECTURE, LLC.

ALL RIGHTS RESERVED.

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www.mcguirldesigns.com

SCALE

DATE

DATE

PROJECT

CLIENT

CONSULTANT

ARCHITECT

T: (503)347-4649

SEAL

PROJECT ADDRESS

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12|03|2016 [12:16:19 PM]

SITE PLAN

1605022

MARYLAND-STUDIOS

AS NOTED

12.03.2016

A-050

4620 N. MARYLAND AVE.PORTLAND OREGON 97211

PORTLAND, OR 972116931 NE MARTIN LUTHER KING JR BLVD

CITYCRAFT DEVELOPMENT

-

SITE PLAN C11/8" = 1'-

1. 48" X 120" DRYWELL2. (E) 6" CURB3. 4" ABS RAIN DRAIN. SLOPE 1/8"/FT.4. RECESSED MAILBOX5. FLOOR DRAIN6. GARBAGE AREA7. 9' X 7' REQUIRED PORCH AREA8. ELECTRIC METERS9. LONG TERM BIKE STORAGE: SARIS BIKE DOCK 2200 SERIES. (2)

BIKES/DOCK. SEE DETAIL F3 ON A-05110. LOOSE GRAVEL11. ADA RAMP. NOT TO EXCEED 1:12 SLOPE12. SPRINKLER RISER ROOM13. BUILDING ABOVE14. DECK ABOVE15. (E) STREET TREE TO REMAIN16. 2" WATER METER17. SILT TRAP: DOWN STREAM OF ALL RAIN DRAINS18. 2" WATER LINE CONTINUES TO SPRINKLER ROOM19. 2" DOMESTIC WATER SERVICE LINE20. SITE BOUNDARY LINE21. EROSION CONTROL FENCE22. PROPOSED BUILDING FOOTPRINT23. NOT USED24. CONSTRUCTION ENTRANCE25. EXISTING RETAINING WALL26. SHORT TERM BIKE PARKING: SARIS BIKE DOCK 2200 SERIES. (2)

BIKES/DOCK. SEE DETAIL F3 ON A-05127. GUY-WIRE28. CATCH BASIN29. NEW WATER SERVICE FOR FIRE SERVICE. INSTALL X" FIRE LINE

SERVICE BY PORTLAND WATER BUREAU UNDER SEPARATE PERMIT30. EXISTING 1.5" WATER METER TO BE REMOVED AND REPLACED WITH

2" METER31. EXISTING 1.5" LINE TO BE UPSIZED TO 2" LINE32. FOUNDATION DRAIN33. SEMI PERVIOUS PAVERS34. INLET PROTECTION, SEE DETAIL

KEYNOTES#

FIRE HYDRANT

LEGEND

H Y D

(E) POWER POLE

(E) SIGN

(E) BOLLARD

(E) LIGHT POLE

(E) TRAFFIC SIGNAL POLE

HBHOSE BIB

DOUBLE CHECK VALVE ASSEMBLY

(E) COMBINED SEWER

(E) UNDERGROUND GAS

OVERHEAD POWER LINE

UNDERGROUND WATER

WATER METER

SANITARY SEWER

STORM DRAIN

1. ALONG THE NORTH PROPERTY LINE, A 5' WIDE LANDSCAPE ZONEMUST BE PROVIDED MEETING THE L3 STANDARDS. GROUND COVERAND SHRUB SIZES AND DENSITIES MUST BE SIZED AND SPACEDAPPROPRIATELY TO MEET THE REQUIRED COVERAGE IN 3 YEARS

2. NO EXISTING TREE LARGER THAN 12" DIAMETER ON SITE.3. PROPOSED OR EXISTING WATER SERVICES SHALL:

-BE LOCATED AT THE STANDARD LOCATION BEHIND CURB IN THEFURNISHING ZONE-NOT LOCATED IN ANY TYPES OF STORM SEWER FACILITIES LIKESWALE, PLANTER BOX, ETC.- BE AT A MINIMUM OF 5'0" HORIZONTAL CLEARANCE (SKIN TO SKIN) TO EXISTING /PROPOSED SANITARY SEWER LINE, POWER POLE, STREET LIGHT, SWALE, PLANTER BOX, DRIVEWAYS, EXISTING/PROPOSED JUNCTION BOX OR UTILITY VAULTS AND ANYABOVE GROUND STRUCTURES- BE AT A MINIMUM OF 3'0" HORIZONTAL CLEARANCE (SKIN TO SKIN) TO EXISTING WATER SERVICE, CATCH BASINS, MANHOLES, UTILITY VAULTS AND ANY OTHER UTILITIES- MEET THE HORIZONTAL CLEARANCE PER PORTLAND WATER BUREAU STANDARD PLAN P-845

GENERAL NOTES

FDC FIRE DEPARTMENT CONNECTION

DRYWELL SECTION DIAGRAM A4NTS-

EROSION CONTROL PLAN B63/32" = 1'-

WATER VALVE LOCATIONS F2NTS-

1

F2A-050

0 4' 8' 16'8'

2

6'-0

"

5'-518" 5'-0"

8'-0

"

3'-6

1 8"

4'-818" 4'-818" 4'-818"30'-0" 5'-0" 30'-0"

3

4

89'-6"

40'-6"

7

8

10

33

11

12

13

15

15

16

17

19

18

20

FDC

HB

G1

S1X8

T2

T3X5

5'-414" 5'-0"1'-0"

26

T2

14

25

PROPERTY INFORMATIONADDRESS:

4620 N. MARYLAND AVE.PORTLAND, OREGON 97217

PROPERTY ID #:R210471

LEGAL DESCRIPTION:M PATTONS ADD & 2ND, BLOCK 9, LOT 1&2, S 27' OF

LOT 3

LOT AREA:12,700 SQFT

ZONING:EX-CENTRAL EMPLOYMENT

OVERLAY:DESIGN ZONE

PLAN DISTRICT:NORTH INSTERSTATE

T2

DS DOWNSPOUT

27

27

(E) MAN HOLE

28

29

30

15

4'-0

"

6'-0"

INLET PROTECTION BAGS E4NTS-

INLET PROTECTION MEASURES F4NTS-

3'-378" 6'-0" 2'-0" 5'-518"

(E) UNDERGROUND WATER

G1

31

16

LANDSCAPE PLAN B43/32" = 1'-

TREEST1. TILA X EUCHLORA MIN 1.5" TRUNKT2. ACER SACCHARUM SUGAR MAPLE MIN 1.5" TRUNK

SHRUBSS1. SPIRAEA BETULFOLIA WHITE SPIREA MIN 3' O.C. MIN

3 GALLON CONTAINERS2. CARPINUS BETULUS COMMON HORNBEAM MIN 4'

PLANTER WIDTH

GROUND COVER AND GRASSESG1. WHERE SPACE IS AVAILABLE FOR GROUND COVER,

USE POLYSTICHUM MUNITUM MIN. 4" POT SIZEPLANTED IN TRIANGULAR SPACING

LANDSCAPING#

S2X5

21

22

32

32

1515

34

3434

24

54" MIN

17"-

19"

42" MIN

33"-

36"

18" MIN

12" MIN 6" MAX

2'-0" MIN.3'-0" MIN.

17" MIN 6" MAX.

29"

MIN

34"

MAX

40"

MAX

8" MIN

27"

MIN

9" MIN

· GRAB BARS ARE NOT INSTALLED AT THE TIME OF CONSTRUCTION. BLOCKINGDETAILS ARE TO ALLOW FOR FUTURE GRAB BARS.

· GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.· GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING

SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOTOBSTRUCT THE CLEAR FLOOR SPACE.

· ALLOWABLE STRESSES IN BENDING, SHEAR AND TENSION SHALL NOT BE EXCEEDEDFOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1112 N) IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICEOR SUPPORTING STRUCTURE.

NOTES:

2'-0"MAX.

17-19

430-

485

0'-9

"33

" MIN.

36"

MAX

2'-0"MIN.

1'-0"MAX.

BLOCKING MUST BE PROVIDED FORALL FUTURE GRAB BARS

NOTES:· FLUSH CONTROL SHALL BE HAND OPERATED.· FORCE REQUIRED TO ACTIVATE FLUSH SHALL BE NO

GREATER THAN 5 POUNDS-FORCE.· PROVIDE BLOCKING FOR ALL GRAB BARS· SEE ANSI CODE 309 FOR ALL ELECTRICAL & LIGHTING

CONTROLS

NOTE:ALL EXPOSED PIPES TO BE PADDEDAND INSULATED TO ADA STANDARDS

1'-0" MAX 2X6 SOLID BLOCKWALL FOR FUTUREGRAB BARS, TYP.

2x6 SOLID BLOCK WALLFOR GRAB BARS, TYP.

CONTROL END WALLGRAB BAR MIN. 12" INLENGTH SHALLCOMPLY W/ SECTION6-7.4.2.2

CONT

ROL

WAL

L

HEAD

WAL

LHORIZONTAL

GRAB BAR 12"MIN. IN LENGTH

SHALL BEPROVIDED ON THEHEAD END WALLAT THE FRONTEDGE OF THE

BATHTUB

4'-0

" MIN.

5'-0

" MIN.

(A) FRONT APPROACH, PULL SIDE (B) FRONT APPROACH, PUSH SIDE

(C) HINGE APPROACH, PULL SIDE

4'-6

" MIN.

(D) HINGE APPROACH, PULL SIDE

3'-0"MIN

1'-6"MIN

5'-0

" MIN.

1'-0"MIN

3'-6"MIN

MIN. 3" DIA. VENT PIPE(ABS, PVC OR EQUIVALENT)

ELECTRICAL J-BOX FORFUTURE INSTALLATION OF

VENT FAN: SEE NOTE 3

FLASHING

EXHAUST DISCHARGE POINTTO BE 10'-0" FROM OPENINGSINTO CONDITIONED SPACE OFBUILDINGS AND 12" ABOVE

THE ROOF LINE.

ELECTRICAL J-BOX FORFUTURE INSTALLATION OF

WARNING DEVICE: SEE NOTE 3

SEAL MEMBRANE AROUNDALL SLAB PENETRATIONS

SLAB ON GRADE6MIL POLYETHYLENE OREQUIVALENT SHEETING

4" THICK OF AGGREGATE(SIZE BETWEEN 1/4" AND 2")"T" FITTING OR EQUIVALENT

SOIL

DAMPPROOFING @PERIMETER WALL

BASEMENT LEVEL

ATTIC OR LOCATION OFANTICIPATED VENT FAN

NOTES:1. ALL CONCRETE SLABS THAT COME IN CONTACT WITH THE

GROUND SHALL BE LAID OVER A GAS PERMEABLE MATERIALMADE UP OF EITHER A MINIMUM 4" THICK UNIFORM LAYEROF CLEAN AGGREGATE, OR A MINIMUM 4" THICK UNIFORMLAYER OF SAND, OVERLAIN BY A LAYER OR STRIPS OFMANUFACTURED MATTING DESIGNED TO ALLOW THELATERAL FLOW OF SOIL GASES.

2. ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED ANDCONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES.ADDITIONAL REFS: AMERICAN CONCRETE INSTITUTEPUBLICATIONS, "AC1302.1R" & "AC1332R", OR THE POSTTENSIONING INSTITUTE MANUAL, "DESIGN ANDCONSTRUCTION OF POST-TENSIONED SLABS ON GROUND".

3. ALL OPENINGS, GAPS AND JOINTS IN FLOOR AND WALLASSEMBLIES IN CONTACT SOIL OR GAPS AROUND PIPES,TOILETS, BATHTUBS OR DRAINS PENETRATING THESEASSEMBLIES SHALL BE FILLED OR CLOSED WITH MATERIALSTHAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEALLARGE OPENINGS WITH NON-SHRINK MORTAR, GROUTS OREXPANDING FOAM MATERIALS AND SMALLER GAPS WITH ANELECTROMETRIC JOINT SEALANT, AS DEFINED IN ASTMC920-87

4. VENT PIPES SHALL BE INSTALLED SO THAT ANYRAINWATER OR CONDENSATION DRAINS DOWNWARD INTOTHE GROUND BENEATH THE SLAB OR SOIL-GAS-RETARDERMEMBRANE

5. CIRCUITS SHOULD BE A MINIMUM 15 AMP, 115 VOLT.

TECHNICAL GUIDANCE HANDBOOK GRAVEL CONSTRUCTION ENTRANCE

10

12

14

FILE DRAFT:INSPECTORS GRAPHICS DRAW

ING PLOT 1:1

10

12

14

FILE DRAFT:INSPECTORS GRAPHICS DRAWING DR 3.3.1 PLOT 1:1

TAG TYPE: TYPICAL ROOF

FIRE RATING: N/ASTC RATING: N/AIIC RATING: N/A

APPLICATION: EXTERIOR

· MECHANICALLY FASTENED TPO ROOFINGMEMBRANE ON

· 1/2" BACKER BOARD ON· RIGID INSULATION ON· SHEATHING PER STRUCTURAL DWG. ON· ROOF JOISTS PER STRUCTURAL DWG. ON· 1/2" HAT CHANNELS @ 16"O.C. ON· 5/8" GWB

TAG TYPE: TYPICAL SLAB ON GRADE


APPLICATION: INTERIOR

· POLISHED CONCRETE SLAB THICKNESSPER STRUCTURAL ON

· 6 MIL POLY VAPOR BARRIER ORAPPROVED EQUAL. ON

· 3/4 COMPACTED GRAVEL FILL MIN. OF4" ON

· UNDISTURBED SOIL

TAG TYPE: TYPICAL VINYL FLOOR BETWEEN DWELLING UNITS

FIRE RATING: 1-HR GA FILE NO. FC 5109STC RATING: 55 TO 59 GA FILE NO. FC 5109IIC RATING: 50 RAL IN04-013, 4-26-04

*FOR DESCRIPTION SEE FIRE RESISTANT FLOOR ASSEMBLIES BELOW


· CUSHION SHEET VINYL FLOORING ON· 6MM UNDERLAYMENT ON· VAPOUR BARRIER ON· 3/4" GYP. TOPPING ON· 1/4" SOUND REDUCTION MAT ON· 15/32" TNG PLYWOOD ON· DIMENSIONAL LUMBER PER

STRUCTURAL PLAN WITH· 3.5" BATT INSULATION ON· 1/2" RESILIENT CHANNELS @ 16"O.C. ON· 5/8" GWB TYPE "X"

R VALUE: MIN. 20ci

TAG TYPE: TYPICAL CARPET FLOOR BETWEEN DWELLING UNITS

FIRE RATING: 1-HR GA FILE NO. FC 5109STC RATING: 55 TO 59 GA FILE NO. FC 5109IIC RATING: 73 RAL IN04-010, 4-22-04

*FOR DESCRIPTION SEE FIRE RESISTANT FLOOR ASSEMBLIES BELOW


· 40 OZ CARPET ON· 1/4" FOAM PAD ON· 6MM UNDERLAYMENT ON· VAPOUR BARRIER ON· 3/4" GYP. TOPPING ON· 1/4" SOUND REDUCTION MAT ON· 15/32" TNG PLYWOOD ON· DIMENSIONAL LUMBER PER

STRUCTURAL PLAN WITH· 3.5" BATT INSULATION ON· 1/2" RESILIENT CHANNELS @ 16"O.C. ON· 5/8" GWB TYPE "X"

9 GAUGE GALVANIZED STEEL PIPE

6" X 6" X .25" STEEL FLANGEW/ 5/8" MOUNTING HOLES

3/8" WIDE BY 3-1/4" DEEP HOLEDRILLED INTO CURED CONCRETE

CONCRETE ANCHOR BOLTW/ EPOXY SET X8

SPIKE X8



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12|03|2016 [12:16:32 PM]

EROSION CONTROL,ASSEMBLIES, ADA

DETAILS

1605022

MARYLAND-STUDIOS

AS NOTED

12.03.2016

A-051




-

ADA BATHROOM DETAILS C13/8" = 1'-

ADA DOOR ACCESS DETAILS F13/8" = 1'-

DETAIL- PASSIVE RADON CONTROL METHOD A13/8" = 1'-

GRAVEL CONSTRUCTION ENTRANCE A31' = 1'-

TEMPORARY SEDIMENT FENCE C31' = 1'-

FC 5109 WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING,RESILIENT CHANNELS, GLASS OR MINERAL FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD

ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 24" O.C. (16" O.C. WHEN BATT INSULATION IS USED; 12" O.C. WHEN LOOSE FILL INSULATION IS USED) WITH 1" TYPE S DRYWALL SCREWS 12" O.C. GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED WITHSCREWS 8" TO ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON EITHER SIDE OF ENDJOINT. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO NOMINAL 2 X 10 WOOD JOISTS SPACED AMAXIMUM OF 24" O.C. WITH 1 14" TYPE S DRYWALL SCREWS. GLASS OR MINERAL FIBER BATT INSULATION STAPLED TO SUBFLOOR OR LOOSE FILL INSULATION APPLIED DIRECTLY OVER GYPSUM BOARD. WOOD JOISTS SUPPORTING 15/32" WOOD STRUCTURAL PANEL SUBFLOOR APPLIED AT RIGHTANGLES TO JOISTS WITH CONSTRUCTION ADHESIVE AND 6D RING SHANK NAILS 12" O.C. MINIMUM 1/2"PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER SUBFLOOR.

STC AND IIC RATED WITH BOTH JOISTS AND RESILIENT CHANNELS SPACED 16" O.C., 3 12" GLASS FIBER INSULATION IN JOIST SPACES, 3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" PROPRIETARY SOUND REDUCTION MAT, AND WITH FINISH FLOORING OF C&P, SHEET VINYL, AND ENGINEERED WOOD LAMINATE.

PROPRIETARY GYPSUM COMPONENTS

UNITED STATES GYPSUM COMPANY - 5/8" SHEETROCK® BRAND FIRECODE® C CORE GYPSUM PANELS -LEVELROCK® BRAND FLOOR UNDERLAYMENT

FIRE RESISTANT FLOOR ASSEMBLIES

FLOOR AND ROOF ASSEMBLY TYPES A61 1/2" = 1'-

F11

F21

F3-

F4-

DTL AT EXT. BIKE RACK F31 1/2" = 1'-

MIN. R20 RIGID INSULATION ON

MINERAL WOOL INSULATION WITHIN ENTIRECAVITY ON

WITH

· 5/8" GWB

UNIT #001R22 395 SQ. FT.

UNIT #002R22 395 SQ. FT.

UNIT #003R22 395 SQ. FT.

UNIT #004R23 435 SQ. FT.

H

H

H

H

H

H

H

H

H

H

5'-0

"

6'-0

"

5'-518"

UNIT #102R22 395 SQ. FT.

UNIT #103R22 395 SQ. FT.

UNIT #104R22 395 SQ. FT.

UNIT #105R22 395 SQ. FT.

UNIT #106R23 488 SQ. FT.

H

H

H

H

H

H

H

UNIT #101R23 486 SQ. FT.

ADA TYPE BADA TYPE BADA TYPE BADA TYPE BADA TYPE BADA TYPE A

UNIT #202R23 407 SQ. FT.

UNIT #203R23 407 SQ. FT.

UNIT #204R23 488 SQ. FT.

UNIT #205R23 407 SQ. FT.

UNIT #206R23 407 SQ. FT.

UNIT #207R23 488 SQ. FT.

UNIT #201R23 500 SQ. FT.

H

H

EL. 206.7'EL. 202.2'

5'-0

"

6'-0

"

5'-518"

UNIT #302R23 407 SQ. FT.

UNIT #303R23 407 SQ. FT.

UNIT #304R23 500 SQ. FT.

UNIT #305R23 407 SQ. FT.

UNIT #306R23 407 SQ. FT.

UNIT #307R23 488 SQ. FT.

UNIT #301R23 467 SQ. FT.

HH

TAG TYPE: 1 HOUR FIRE-RATED WALL

FIRE RATING: 1-HR GA FILE NO. WP 3243STC RATING: 50 BBN-760903IIC RATING: N/A


· 5/8" GWB TYPE "X" ON· 1/2" RESILIENT CHANNEL ON· WOOD STUD FRAMING. SEE STRUCTURAL

DWG WITH· BATT INSULATION ON· SHEATHING[1] ON· 5/8" GWB TYPE "X"

NOTES:[1] SHEATHING REQUIRED ONLY WHERE SHEAR WALL

DESIGNATED BY STRUCTURAL DWG.[2] WALL OPTION A: FIRE BARRIER WALL. FIRE

RATING EXTENDS TO UNDERSIDE OF ROOF DECK.WALL OPTION B: FIRE PARTITION WALL

· 5/8" GWB ON· SHEATHING [1] ON· WOOD STUD FRAMING. SEE STRUCTURAL

DWG WITH· BATT INSULATION ON [3]· 5/8" GWB

TAG TYPE: STANDARD PARTITION



NOTES:[1] SHEATHING REQUIRED ONLY WHERE SHEAR

WALL DESIGNATED BY STRUCTURAL DWG.[2] STANDARD INTERIOR WALL U.O.N.[3] BATT INSULATION AT WET WALLS ONLY

· SHIPLAP FIBER CEMENT BOARD ON· BUILDING PAPER ON· 5/8" DENSGLASS FIREGUARD ON· SHEATHING SEE STRUCTURAL DWG ON· WOOD STUD FRAMING. SEE

STRUCTURAL DWG WITH· BATT INSULATION ON· 5/8" GWB TYPE "X"

TAG TYPE: EXTERIOR FIRE-RATED WALL

STC RATING: N/AIIC RATING: N/A

APPLICATION: EXTERIORFIRE RATING: 1-HR GA FILE NO. WP 8105

R VALUE: MIN. 21

TAG TYPE: TYPICAL FIBER CEMENT BOARD SIDING



NOTES:[1] WALL OPTION A: 6" REVEAL CEMENT BOARD WALL OPTION B: 4" REVEAL CEMENT BOARD

· SHIPLAP FIBER CEMENT BOARD [1] ON· BUILDING PAPER ON· SHEATHING SEE STRUCTURAL DWG ON· WOOD STUD FRAMING. SEE

STRUCTURAL DWG WITH· BATT INSULATION ON· 5/8" GWB

TAG TYPE: WALL AT BASEMENT CONCRETE



· DAMP PROOFING ON· 6" CONCRETE ON· 1/2" AIR GAP ON· 2X4 WOOD STUD FRAMING WITH· R-15 BATT INSULATION ON· 5/8" GWB



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12|03|2016 [12:16:39 PM]

LIFE SAFETY PLANS

1605022

MARYLAND-STUDIOS

AS NOTED

12.03.2016

A-061




-

FLOOR PLAN - LEVEL 00 E51/8" = 1'-

FLOOR PLAN - LEVEL 01 B51/8" = 1'-

FLOOR PLAN - LEVEL 02 E31/8" = 1'-

FLOOR PLAN - LEVEL 03 B31/8" = 1'-

SDSDSD SD SD SDSDSDSD SD SD SD

SD SD SD SDSD SD SD SD SD

SDSD

SD

SDSD

SD

SD SD SD

SD

SDSD

SD

SD SD

SD

SD

SDSD SD SD

SD

SD SD SDSD

STAIR A STAIR B

STAIR C

STAIR A STAIR B

STAIR A

STAIR B

STAIR C

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

WALL ASSEMBLY TYPES A11 1/2" = 1'-

WP 3243 GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS

RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ONESIDE OF 2 X 4 WOOD STUDS 24" O.C. WITH 11/4" TYPE S DRYWALL SCREWS. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 8"O.C. WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS.3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE.

OPPOSITE SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD ORGYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D CEMENT COATED NAILS, 17/8" LONG, 0.0915" SHANK, 15/64" HEADS, 7" O.C. VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES.(LOAD-BEARING)

FIRE RESISTANT ASSEMBLIES

W11

W2-

W3-

W41

RATED ASSEMBLIES

1/2 HR WALL

RATED DOORS30 MIN. DOOR36" X 80"SELF CLOSING W/ GASKETS

SYMBOLS

SMOKE/ CARBON MONOXIDE DETECTORSDDISTANCE OF EGRESS

AREA NAMEA## ### SQ.FT.

OCCUPANCY TOTALAREA NAME

OCCUPANCY TYPEAREA SQ. FT.

OCCUPANT LOADS

LIGHT FIXTURE TO REMAIN ILLUMINATED AT ALL TIMES

EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP INCASE OF POWER OUTAGE

A

B

1. EMERGENCY ESCAPE WINDOW. SLIDER W/ 27"x 45" CLEAR OPENING2. EMERGENCY ESCAPE DOOR3. 1/2" THRESHOLD AT ENTRY DOORS4. GROUND LEVEL DOOR HARDWARE TO BE ADA COMPLIANT5. FIRE PARTITION WALL.6. 18" DRAFT CURTAIN ABOVE7. EXIT DISCHARGE POINT8. CONVENIENCE STAIR9. ROOF LADDER10. ACCESS HATCH ABOVE (30"X96")

KEYNOTES#

1. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH BEDROOMOR WITHIN 15 FEET OF EACH BEDROOM DOOR. BEDROOMS ONSEPARATE FLOOR LEVELS IN A STRUCTURE CONSISTING OF TWO ORMORE STORIES SHALL HAVE SEPARATE CARBON MONOXIDE ALARMSSERVING EACH STORY.

2. SMOKE ALARMS SHALL BE INSTALLED 1) ON THE CEILING OR WALLOUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOM, 2) IN EACH ROOM USED FOR SLEEPINGPURPOSES AND THAT THEY SHALL BE INTERCONNECTED.

3. ANY INSTALLATION DETAILS FOR FIRE AND LIFE SAFETY SYSTEMS(FIRE SPRINKLERS, FIRE ALARM SYSTEMS, FIRE PUMPS,UNDERGROUND FIRE LINES, FIXED EXTINGUISHING SYSTEMS,IN-BUILDING RADIO ENHANCEMENT SYSTEMS (DAS), STATIONARYGENERATORS AND HAZARDOUS MATERIAL TANKS AND RELATEDEQUIPMENT) ARE FOR REFERENCE ONLY, WITH FINAL INSTALLATIONREQUIREMENTS TO BE DETERMINED DURING THE TRADE PLAN REVIEWPROCESS AT THE FIRE MARSHAL’S OFFICE.

4. ROOMS CONTAINING FIRE PROTECTION EQUIPMENT (AIR-CONDITIONINGSYSTEMS, FIRE SPRINKLER RISERS (RISER ROOM) AND VALVES OROTHER FIRE DETECTION (FACP), SUPPRESSION OR CONTROLELEMENTS) SHALL BE IDENTIFIED IN AN APPROVED MANNER.REQUIRED SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS,PERMANENTLY INSTALLED AND READILY VISIBLE.

5. EXIT ACCESS POINT FOR EACH UNIT IS THE DWELLING UNIT ENTRYDOOR

6. ALL STAIRS USED FOR EGRESS ARE CONSIDERED EXTERIOR EXITSTAIRS AS DETERMINED BY OSSC 1026

GENERAL NOTES

FIRE EXTINGUISHER

FDC FIRE DEPARTMENT CONNECTION

FDC

W5-

A A A

A

A A A A A A A AA

AA 3'-0

"

A A

A A

A A

AA

A A

AA

A A

AA

CAPACITY OF EXIT STAIRS: LEVEL 02

SPACES SERVED NO. OF PEOPLE REQ. WIDTH PROV. WIDTH

UNITS 201/202/203 36"* 36"

UNITS 204/205/206/207 36"* 36"

STAIR

A

B

9

12



UNITS 301/302/303 36"* 36"

UNITS 304/305/306/307 36"* 36"

STAIR

A

B

9

12

EXIT ACCESS DISTANCE: LEVEL 00

TOTAL DISTANCE PERMITTED DISTANCEUNIT #

#001 34' 125'

B B B

B

B B B B



UNITS 001/002/003/004 36"* 36"

STAIR

A 9

* PER 1009.4 EXCEPTION 1: OCCUPANT LOADS LESS THAN 50 MUSTHAVE A MINIMUM OF 36" WIDTH

1

5

111

2 2 2 2 2 2 2 2 2 2

22 22

2

2 2222

4 4 4

4

4

55 5 5 5 5 5 5

5 55

55

55 5 5 5 5 5

3

#002 34'

#003 33'

#004 41'



#201 42'

#202 35'

#203 35'

#204 43'

#205 35'

#206 35'



#301

#302

#303

#304

#305

#306

#207 #30743'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

125'

42'

35'

35'

43'

35'

35'

43'

6'-4

1 2"

WP 8105 GYPSUM WALLBOARD, GYPSUM SHEATHING,WOOD STUDS

ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING APPLIEDPARALLEL TO 2 X 4 WOOD STUDS 24" O.C. WITH 1 3/4GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOMPLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFTUNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGHSHEATHING TO STUDS.

INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD,WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUMVENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TOSTUDS WITH 6d COATED NAILS 1 7/8" LONG, 0.0915" SHANK,1/4" HEADS 7" O.C. (LOAD-BEARING)

FIRE RESISTANT ASSEMBLIES

SD

2'-4

3 4"

5'-04964"

5'-034"

6'-0

"

6'-0

"

3'-3

1 8"

5'-518"

2'-4

3 4"

5'-034"

5'-034"

6'-0

"

2'-4

3 4"

5'-034"

5'-034"

6'-0

"

6'-0

"

5'-518"

3'-4

7 8"

3'-518"

3'-4

7 8"

5'-0

1 4"

1 HR WALL

W11

W11

W11

W11

W11

W11

W41

W41

W41

W41

W41

W41

W41

W41

W41

W41

W41

W41W4

1W41

W41

W41

W41

W41

3W41

W41

3

3

3 3

3

3

3W41

W41

3

3

3 3

3

3

3W41

33

W41

W41

666 6

6 66

7*

STAIR B7*

STAIR A

8

GOING ST

MARY

LAND

AVE

CORRIDOR 1

9109 10

W3-

W3-

1

W1

W2

DRAFT CURTAIN ABOVE

erosion control plan xw 30-80 xw hd xw

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