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CRHS #13Central Region High School #13 New Construction, DD + CD phase12/2005-9/2007

SITE PROJECTThe total program area is comprised of nearly 214,00 square feet, to serve a student population of 2,295. There will be a total of 85 classrooms. Consistent with the curricular goals of LAUSD, the program for this high school is divided into five Small Learning Communities (SLC’s) which act as independent communities of general and science classrooms and support functions.

DESIGN FACTORS There were several design issues that were identified gthrough the intial analysis of the project site and program that influenced the design direction:

- Maximizing the efficient use of a environmentally challenged site; - Mitigating the noise and site lines from the nearby rail line and San Fernando Road- Providing sense of campus community within a commercial manufacturing context- Maximizing design features and educational objectives;- Organizing the intersecting needs of service, bus drop off, and general parent drop off;- Providing access for the community to playfields and security to the school campus

SINGLE-FAMILY DWELLINGS

PUBLIC FACILITIES

COMMERCIAL MAN.

LIMITED COMMERCIAL

MULTI-FAMILY DWELLINGS

Glassell Park has a unique urban geographic profile with vistas to the surrounding hills, Silverlake, Elysian Park, Griffith Park and Mount Washington. Conveniently located adjacent to Interstates 5, as well as the 2, 110 and 134 freeways, Glassell is bordered by neighboring areas of Eagle Rock, Highland Park, Cypress Park, Elysian Park, Atwater Village and Glendalein the immediate proximity.

The project site, at 2050 San Fernando Road, is a 24 acre undeveloped parcel with adjacent light industrial to the north, east and west. The site also borders the Union Pacific Railwayand Los Angeles River to the south. One key point of selecting this site is its geographic proximity to the three area high schools for which the project has been designated to relieve overcrowding; Marshall High School to the west, Eagle Rock High School to the northeast and Franklin High School to the east will all transfer Glassell Park students back into the area to be educated within their community. Plans for a new park just adjacent southeast to the project site will provide needed recreation areas and fulfill a community goal of increasing green space for outdoor and sports activities.

Our site is challenged by several environmental factors, including the location’s proximity to the Railway and train yards present outdoor activity limitation zones. Overhead high tension electrical lines bisect our site to the north. When relocated, these lines present a further reduction in useable site area. Of the net 24 acres, 18.98 acres are accessible to school functions. Other site restrictions include a single site access point along San Fernando Road.With no other street frontage possible, a second access point is in under consideration. Theproject design for this new high school campus has taken all of these factors into account.

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Competition Gymnasium 1

Practice Gymnasium 2

Lobby/ Circulation 3

Ticketing / Concession 4

Data / PA 5

Gym Equipment Storage 6

Equipment Circulation Room 7

Mat Storage 8

Weight Room / Fitness 9

Aerobic / Dance 10

Wrestling 11

Therapy Room for Special Education 12

Faculty Office 13

Secured Storage 14

Faculty Shower / Locker / Toilet 15

First Aid / Cot Room 16

Lockers 17

Secure Lockers 18

Team Room 19

Girl’s & Boy’s Toilets 20

Showers (12) / Drying Area 21

Outside Equipment Storage 22

Janitor 23

Water Heater 24

Gymnasium

Plant Manager 25

Receiving (w/ Loading Dock) 26

Covered Exterior Receiving 27

Storage 28

Utility Area 29

Electrical 30

Tool Storage 31

Gardener’s Workroom 32

Outside Equipment Storage 33

Men’s & Women’s Changing Rooms 34

Flammable Storage 35

Plant Facilities

Computer / Reading / Stacks 1

Circulation Center 2

Book Process 3

Office 4

Conference Room 5

Fac. Toilet 6

Storage 7

Girl’s & Boy’s Toilets 8

Electrical 9

Janitor 10

Library

General Classroom 1

House Lead Office 2

Assistant Lead Office 3

Counselors Office 4

Waiting Area 5

Workstations 6

Conference Room 7

Faculty & Staff Work Room / Lounge 8

Faculty & Staff Toilets 9

Electrical / Data Rooms 10

Elevator 11

12

SLC 1-5

Flexible Music Room 1

Flexible Classroom 2

Instrumental Music 3

Practice Room 4

Music Work Room 5

Uniform Storage 6

Instrument Storage 7

Flexible Drama / Dance / Production 8

Girl’s & Boy’s Dressing / Toilet 9

Elec 10

Janitor 11

Performing Arts

Girl’s & Boy’s Restrooms 12

Multipurpose / Student Dining 13

Stage 14

Stagecraft 15

Control Room 16

Data / PA 17

Lobby / Concession / Tickets 18

Student Store 19

Storage 20

Dimmer Rack 21

Corridor 22

Multipurpose

Scramble Service 1

Kitchen 2

Faculty Dining 3

Girl’s & Boy’s Restrooms 4

Faculty Toilets 5

Janitor 6

Office 7

Toilet / Dress 8

Paper Storage / WH 9

Walk-In Freezer 10

Cold Strorage 11

Dry Strorage 12

Data 13

Electrical 14

Lunch Shelter 15

Trash & Recycling Collection 16

Main Electrical 17

Food Services

Reception / Public Waiting 1

Work Core / Clerical Area 2

Public Toilet 3

Principal’s Office 4

Principal’s Toilet 5

Control Room for LAN 6

Supply / Reprographics / Lounge Room 7

Administrative Restrooms 8

Police / Security Office 9

Offices 10

Conference 11

Waiting Area 12

Speech Therapy 13

Resource Specialist 14

Nurse 15

First Aid 16

Exam Room 17

Girl’s and Boy’s Cot 18

Toilet / Change 19

Janitor 20

Electrical 21

Administration

NORTH ELEVATION

PROGRAM

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20'-0"

SAFE DISPERSAL AREA FOR BLDGS. A & CTOTAL OCCUPANCY 4579@ 3 S.F. PER OCCUPANT x3

REQUIRED DISPERSAL AREA= 13,737 S.F.

10'-0"

20'-0"

20'-0"

20'-5

"

20'-0

"

SAFE DISPERSAL AREA FOR BLDGS. B,D & E

TOTAL OCCUPANCY

2,744

@ 3 S.F. PER OCCUPANT

x3

REQUIRED DISPERSAL AREA= 8,232 S.F.

77'-0

"

88'-5

"

SAFE DISPERSAL AREA FOR BLDG. G

TOTAL OCCUPANCY

2625

@ 3 S.F. PER OCCUPANT x3

REQUIRED DISPER SAL AREA= 7,875 SF

52'-9

"

27'-6"

37'-0"55'-0"

BLDG. ETYPE V-NR

30'-11/4"

31' -03/4"

33'-0

5/16

"

33'-2

9/16

"

FIRE PROTECTION SCHEDULE

C GNIDLIUB -RF -II EPYT:EPYT GNIDLIUB .I

HOURLY RATINGS:A. STRUCTURAL FRAME (COLUMNS AND PRIMARY FLOOR AND ROOF BEAMS) 2B. SECONDARY FLOOR BEAMS 2C. FLOORS 2D. ROOF 1E. SECONDARY ROOF BEAMS 1

II. BUILDING TYPE: TYPE V- ONE HOUR- BUILDING G AND TYPE II- ONE HOUR-BUILDING B

HOURLY RATINGS:1SMAEB YRAMIRP DNA SNMULOC -EMARF LARUTCURTS .A

B. FLOOR DECK, ROOF DECK AND SECONDARY BEAMS 1

III. FIREPROOFING NOT REQUIRED IN FOLLOWING AREAS:A. GYMNASIUM- ROOF AND SECONDARY MEMBERS ABOVE 25' NOT REQUIRED TO BE SPRAYEDB. PEDESTRIAN WALKWAYSC. BRACE FRAMES, TUBE STEEL AND GUSSET PLATES DO NOT REQUIRE FIRE PROTECTIONEXCEPT FOR 12" SPRAYOUT OF SAME THICKNESS PER CONNECTING MEMBER- THIS APPLIES TO BUILDINGS C, B, AND GD. EXTERIOR PROJECTIONS, OUTRIGGERS ARE NOT REQUIRED TO BE SPRAYED DUE TO DUCT WORK NOT BEING RATED

IV. FIRE RESISTIVE DESIGNS FROM U.L.A. ALL RATINGS FROM U.L. DESIGNS SHALL BE UNRESTRAINEDB. PRODUCT:MK-6/HY

ITEM DESIGN NOTESI. COLUMNS

277-XEGNALF EDIW177-XEPIP & EBUT

II. PRIMARY & SECONDARY BEAMS N 782III. FLOOR DECKS AND ROOF DECK- WITHMINIMUM 3 1/4" LW FOR 2 HOUR AND 2 1/2" LW FOR 1 HOUR D 925IV. FLOOR DECKS AT EXTERIOR BALCONIES, SPRAY WITH MIN. D 779THICKNESS 3/8" AT 1 1/2" DECKV. ROOF DECK WITH POLYISOCYANURATE INSULATION P- 732 FIRE

PROTECTION REQUIRED

VI. BEAMS SUPPORTING ABOVE DECK P -732SPECIAL INSPECTION IS REQUIRED USING UBC STANDARD 7-6.

COD

E A

NA

LYSI

S

WALL SECTIONS

NOT USED 1NOT USED 5NOT USED 9NOT USED 13 159

CLAHS #9 High School of the Performing Arts

HMC/Coop Himmelb(l)auNew Construction, CA phase2/2007-9/2009

photo by T. Bicksler

COURTYARD ELEVATION NORTH ELEVATION

SITE PLAN OVERALL

PORGRAM

Total Square Footage: 21

Music


Dance


Gymnasium


Fine Arts


Theatre/Perform. Arts


Library


Cafeteria

SCHOOL FOR THE FUTURE

copyright- Armin Hess copyright- Armin Hess

SMMUSDMalibu High School New Construction and Site Design, DD phase7/2009-10/2009

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PHOTOVOLTAICCANOPY

INTENSIVE GREEN ROOF

PROGRAM LEGEND

1

2

3

4

5

LUNCH SHELTER

READING AREA/OLC

AMPHITHEATRE

FIRE LANE

SEATING

6 UNCOVERED WALKWAYS

7 GRAY WATER INFILTRATION

1

4 3

3

4

5 52

7

5

TUSDSouth High School Campus Improvements and Site Design, DD,SD,CD Phases9/2009-1/2010

TUSDWalteria Elementary School Campus Upgrade9/2009-12/2009

BUILDING D

BUILDING F

BUILDING GKINDERGARTENBUILDING

(N) KINDERGARTENCLASSROOM + RESTROOM

(N) OUTDOORAMPHITHEATRE

CAFETERIA

(N) BUILDING C

BUILDING B

PORTABLES TO REMAIN

LEGENDEXISTINGREPLACEMENT PORTABLES

WALTERIA ELEMENTARY SCHOOL TORRANCE UNIFIED SCHOOL DISTRICT

LANDSCAPEMODERNIZATIONNEW CONSTRUCTION

PORTABLES TOREMAIN

BUILDING A

(N) LIBRARY

ADMIN

1 - Markerboard 2 - Cork Board 3 - Millwork 4 - Rubber Base 5 - Accent Paint

Elevation A

Legend

Elevation B

Elevation C Elevation D

1

5

5

2

2 2

43

1 - Markerboard 2 - Cork Board 3 - Millwork 4 - Rubber Base 5 - Accent Paint

Elevation A

Legend

Elevation B

Elevation C Elevation D

1

5

5

2

2 2

43

KRHKent�eld Rehabilitation Hospital Facility Upgrade8/2011-11/2011

PT-1: PAINT FIELDDUNN EDWARDS DE6162“ANTIQUE LACE”

PT-2: PAINT ACCENT DUNN EDWARDS DE6164“CANARY ISLAND”

PT-3: PAINT ACCENT DUNN EDWARDS DE5528“WATERCRESS”

WC-1: WALL COVERINGTRIKES, YORK CONTRACT, STACY GARCIA SG1642 “ROYAL PALM”

RB-1: RESILIENT BASEJOHNSONITE, 4” MW-01-K“SNOW WHITE”

PT-3PT-2PT-1WC-1

RB-1

PARTITION UL# U305

2x STUDS AT 16" O.C.,SEE STRUCT.

5/8" TYPE "X" GYP. BD.CEILING

3" MIN. SOUND ATTENUATION

CONT. 2x SILL PLATE, SEESTRUCT.

2x DBL. TOP PLATE

(E) INTERIOR FOOTING.CONDITION VARIES, SEE STRUCT.

2x CJSEE STRUCT.

(E) 2x R.R.

5/8" GYP. BD. CEILING

5/8" TYPE "X" GYP. BD.@ EA. SIDE

R-30 INSULATION

(E) 2x FJ, SEE STRUCT.R-19 INSULATION

FINISH FLOORPER SCHEDULE (N) 3x BLOCKING, SEE STRUCT.

(E) (2) 2x TOP PLATE

(E) 2x4 P.T. SILL

2x LEDGER WITH 1/4" DIA.LAG SCREWS W/ 2" EMBEDAT ALTERNATE STUDS AT EA.SIDE

(2) 2x SILL PLATE

2x CRIPLE STUDS @ 16"O.C.

HEADER, SEE STRUCT.

(E) 2x DBL. TOP PLATE

2x DBL. STUD

(E) 2x PRESSURETREATED SILL PLATE

(E) 2x STUD

2x WOOD BLOCKING

TEMPORARY CONSTRUCTION BARRIERSTHE USE OF VISQEEN OF SIMILAR TYPE OF MATERIAL AS A TEMPORARYCONSTRUCTION BARRIER WHERE A FIRE SEPARATION IS REQUIRED SHALLNOT BE PERMITTED. A TEMPORARY BARRIER SHALL MEET THE SAME FIRERATING AS WOULD BE THE PERMANENT PARTITION.

WHERE A TEMPORARY PARTITION IS PLACED ACROSS A CORRIDOR ORIN ANY WAY BLOCKS AN EXIT OR CREATES A DEAD END, APPROVEDPLANS SHOWING THESE CONDITIONS SHALL BE APPROVED BY OSHPODFIRE MARCHAL, AREA COMPLIANCE OFFICER, LOCAL FIRE DEPARTMENT,ARCHITECT, INSPETOR OF RECORD AND THE OWNER.

EXAMPLE

REMODELED AREA

PARTITION TO BEDEMOLISHED

20 MIN. FIRE DOOR& STEEL FRAME - DOOR OPENS IN

ONE HOUR CORRIDOR

(N) 2x STUDS AT 16" O.C., SEE STRUCT.

5/8" GYP. BD. BOTH SIDES OF STUDS


(N) CONT. 2x SILL PLATE, SEE STRUCT.


(N) 2x DBL. TOP PLATE

FINISH FLOOR PER SCHEDULE

A-5028

(E) 2x FJ SEE STRUCT.R-19 INSULATION

2x CJ OVERLAP, SEE STRUCT.

R-30 INSULATION

(E) INTERIOR FOOTINGSEE STRUCT.

(N) 3x BLOCKING, SEE STRUCT.

(N) 2x BLOCKING, SEE STRUCT

(E) (2) 2x TOP PLATE(E) 2x4 P.T. SILL

2x4 CONT. AT EA. SIDE OFBRACE TO MATCH (E)

2x4 BRACE

1x6 OR 1x8 COLLAR TIE @ 4'-0"O.C. TO MATCH (E)

2x4 BLOCKING

10d NAIL MIN.(E) 2x ROOF RAFTER

FOR ALT. BRACING,SEE:

2x PURLIN, TO MATCH (E)

(E) 2x C.J.

(3) 16d T.N. MIN.

MIN

.

45.0

0°

2x4 BRACE @ 48" O.C.4x4 BRACE FOR LENGHTSOVER 6'

(3) 16d NAIL MIN.

(E) 2x R.R.

R-30 INSULATION

SIMPSON A34 JOIST TO WALLTOP PLATE AT BRACELOCATION

2x STUDS AT 16" O.C., SEE STRUCT.

1/2" PLYWOOD SEE STRUCTURAL


CONT. 3 x 6 SILL PLATE,, SEESTRUCT.

2x DBL. TOP PLATE

2x CJ, SEE STRUCT.


R-30 INSULATION

R-19 INSULATIONFINISH FLOOR, PER SCHEDULE

15/32" STRUCTURAL PLYWOODSHEATHING TO RUN ENTIRE

HEIGHT OF WALL W/ 8d NAILS @4" O.C. EDGE AND 12" O.C. FIELD

(N) ROOF PLYWOOD

(E) 2x R.R.

(E) 2x BLOCKING, FOR HEAD OFWALL ASSY, SEE STRUCT

WATER PROOFING MEMBRANEAND STUCCO FINISH TO MATCH (E)

A-50210

2x LEDGER WITH 1/4" DIA. LAGSCREWS W/ 2" EMBED AT

ALTERNATE STUDS

(N) 3" MIN. R-13 BATTINSULATION

NOTE:- MAINTAIN FIRE RATING WHERE REQUIRED.

- PATCH AND REPAIR (E) GYPSUM BOARD AS NEED IT

(N) 3x BLOCKING TO MATCH (E)WALL. FOR ANCHORAGE, SEE

STRUCT.

(N) 2x STUDS ALIGNED W/(E) CRIPPLES BELOW, SEE

STRUCT.

(N) 5/8" TYPE "X" GYPSUMBOARD

(N) PLYWOOD WHERE OCCURS,SEE STRUCT.

TO MATCH (E) FINISH

(N) WATER PROOFING PAPER

(N) 2x SILL, FOR ANCHORAGE,SEE STRUCT.

NOTE:- MAINTAIN FIRE RATING WHERE REQUIRED.

- PATCH AND REPAIR (E) GYPSUM BOARD AS NEED IT

(N) PLYWOOD WHERE OCCURS, SEESTRUCT.

TO MATCH (E) FINISH

(N) WATER PROOFING PAPER

(N) 3" MIN. SOUNDATTENUATION / BATT

INSULATION

(N) 3x BLOCKING TO MATCH(E) WALL. FOR ANCHORAGE

SEE STRUCT.

(N) 2x STUDS @ 16" O.C. TOMATCH (E) WALL, SEE

STRUCT. FOR LOCATIONS

(N) 5/8" TYPE "X" GYPSUMBOARD

(N) 3x MUD SILL, FOR ANCHORAGE SEESTRUCT.

(E) CONC. LANDING

SIMPSON A-34 FRAMING ANCHORS, TYP.

2X WOOD STUDS @ 16" O.C.

4x4 MIN. BLOCKING NAILER

NOTE:- MAINTAIN FIRE RATING WHERE REQUIRED.- PATCH AND REPAIR (E) GYPSUM BOARD AS NEEDED

PLYWOOD WHERE OCCURS, SEESTRUCT.

STUCCO FINISH TO MATCH (E)

WATER PROOFING MEMBRANETO RUN ENTIRE HT OF WALL ANDBELOW TO MIN 6" FTG. OVERLAP

3" MIN. SOUNDATTENUATION / BATT

INSULATION

2x STUDS @ 16" O.C. TOMATCH (E) WALL

5/8" TYPE "X" GYPSUMBOARD

3x SILL PLATE, SEE STRUCT

(E) PERIMITER DRAIN

(E) COURTYARD PAVING W/SEALED SURFACE

PLASTER WEEP SCREED

(E) 2x FJ, SEE STRUCT.

(E) EXTERIOR FOOTINGSEE STRUCT.

2x RING BEAM, SEE STRUCT.

(E) FJ SYSTEM TO REMAIN

2x STUDS AT 16" O.C., SEESTRUCT.

5/8" TYPE X GYP. BD. TO RUN FULL-HEIGHT OF WALL @ EA. SIDE

CONT. 2x SILL PLATE, SEE STRUCT.

5/8" TYPE X GYP. BD. @ TOPAND BOTTOM TO FORM

RATED TUNNEL ASSEMBLY,SEE PLANS FOR LOCATIONS


+0'-0"FINISHED FLOOR

APPX +8'-0" TO BE V.I.F.B.O. HARD-LID CLG.

CORRIDOR

R30 INSULATION WHEREOCCURS

3" MIN SOUND ATTENUATION,SEE WALL TYPE

2x CEILING JOISTS, SEESTRUCT

NOTE:1. RATED WALL ASSEMBLIES TO COMPLY WITH PARTITION UL# U3052. NAIL PENETRATIONS AT RATED CONDITIONS REQUIRE COVERING WITHJOINT COMPOUND AND PAPER TAPE PER UL #U301 AND #U305

CONT. 2x TOP PLATE, SEE STRUCT.

2x LEDGER WITH 1/4" DIA.LAG SCREWS W/ 2" EMBED

AT ALTERNATE STUDS

2-1/2" 25 GAUGE STEEL CH STUDS @ 24" O.C.

CONT. STEEL J-RUNNER, SEE STRUCT.FOR CONN.

2x CJ, SEE STRUCT.


1" GYPSUM LINER PANEL @ SHAFT SIDE

R-30 INSULATION


5/8" TYPE 'X' GYP BD W/ JOINTS FINISHED @NON-SHAFT SIDE

NOTE:RATED WALL ASSEMBLIES TO COMPLY WITH PARTITION UL# U415

25 GA STEEL J-RUNNER TRAK, FASTEN TO NAILER W/#12 SMS AT 12" O.C.,

(E) 2x R.R.

A-50214

PARTITION UL# U415

5/8 TYPE 'X' GYP BD. W/ JOINTS FINISHEDAT SHAFT SIDE

1" GYPSUM LINER PANEL @ SHAFT SIDE

25 GA. STEEL J-RUNNER TRAK, FASTEN TONAILER 12d WOOD SCREW AT 12" O.C.

(E) 2x WOOD ROOF RAFTER

2x WOOD ROOF JOISTS

2x WOOD BLOCKING

(E) PLYWOOD SHEATHING AND ROOF ASS'Y

MAX

.0'

- 0

3/4"

2-1/2" 25 GAUGE STEEL CH STUDS @ 24" O.C.

5/8" MAX FIRE-RESISTANT SEALANT COMPOUNDMIN

.0'

- 0

1/2"

3/8 -1/2" MIN. FIRE-RESISTANT SEALANT COMPOUND

PARTITION UL# U415

WALL TAG SCHEDULE

WOOD

WALL TAG MATERIAL FIRE RATING AND UL# STUD SIZE

W1.4 1-HR UL# U305

WOOD NON-RATED

DETAR-NONDOOW

LIGHT-GAUGE STEEL

W0.4

W0.6

J1.2

4"

4"

6"

1-HR UL# U415 2 1/2"

NOTE:FOR BEARING WALL LOCATIONS, SEE STRUCTURAL DWGS

(N) 2x STUDS AT 16" O.C., SEE STRUCT.

5/8" GYP. BD. BOTH SIDES OF STUDS


(N) CONT. 2x SILL PLATE, SEE STRUCT.

5/8" GYP. BD. CEILING(N) 2x DBL. TOP PLATE


(E) 2x FJ SEE STRUCT.

R-19 INSULATION

2x CJ, SEE STRUCT.R-30 INSULATION

TOP OF STUD TO EXTEND BEYOND PROFILEOF CJ

__ of __

Checked By:Drawn By:OSHPD No.:

PDA Project No.:

Project:

Client:

Stamp:

D r a w i n g T i t l e :

Date:Phase:

Revisions:

Drawing No.:

Agency Approval:

KentfieldRehabilitation HospitalFacility Upgrade

Vibra Healthcare

1125 Sir Francis Drake Blvd.Kentfield, CA 94904(415) 485-3683

4550 Lena DriveMechanicsburg, PA 17055(717) 591-5733

348-10-04010/19/2011

CD

08 / 15 / 11 DD Submittal

13

-

10 / 19 / 11 CD Submittal

C:\T

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KRH-

Facil

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A-502

WALL TYPES

CheckerAuthor

Auth

or

SCALE: 3/4" = 1'-0" 51-HR RATED PARTITION

SCALE: 1/2" = 1'-0" 2WOOD FRAMING DETAIL

SCALE: 12" = 1'-0" 1CONSTRUCTION BARRIER

SCALE: 3/4" = 1'-0" 7BEARING PARTITION WALL

SCALE: 1" = 1'-0" 8BEARING WALL ALT. BRACE

SCALE: 3/4" = 1'-0" 9SHEAR WALL @ COURTYARD

SCALE: 1 1/2" = 1'-0" 12EXTERIOR WALL - WINDOW INFILL

SCALE: 1 1/2" = 1'-0" 11EXTERIOR WALL - DOOR INFILLSCALE: 3" = 1'-0" 3WOOD STUD BACKING PLATE

SCALE: 1 1/2" = 1'-0" 10SHEAR WALL SILL DETAIL

SCALE: 1 1/2" = 1'-0" 15RATED CEILING AT CORRIDOR

SCALE: 3/4" = 1'-0" 131HR RATED NON-BEARING SHAFTWALL

SCALE: 3" = 1'-0" 14HEAD OF WALL-1HR RATED SHAFTWALL

J.1.2

W.0.4W.0.6

SCALE: 3/4" = 1'-0" 6NON BEARING PARTITION WALL

W.0.4W.0.6

(E) ROOF

AREA TO BE PATCHEDAND REPAIRED TO

MATCH (E) ROOF

AC UNIT, SEE MEPDWGS.

PROFILE OF AC UNITRAISED PLATFORM, MIN. 6"FROM PERIMETER OF UNITEDGE, FOR FRAMING INFO

SEE STRUCT. DWGS.

2

A-501

6"

BUILT-UP CRICKET ON HIGH-SIDE OF CURB TO DIRECT

WATER FLOW

SUPPLY AND RETURN AIRDUCTS WITH 20"x14"

THROUGH- ROOFPENETRATIONS, SEE DETAIL

4/A-501 AND STRUCTURALFRAMING PLAN

20 GA. SHEET MTL COUNTERFLASHING W/DRIP EDGE W/ CONT. CAULK BEAD

BLOCKING W/ A34 FRAMINGANGLES, SEE STRUCT DWGS.

HVAC UNIT

3" FIBER CANT STRIP

WATER-PROOF MEMBRANE WRAPPEDOVER ENTIRE PLATFORM, SEE SPECS

(E) ROOF RAFTERS

4x BLOCKING W/ SIMPSONA35 CLIPS @ 24" O.C., SEE

STRUCT.

RIGID INSULATION, MATCH (E)ROOF ASSEMBLY

3x3x12 GA. CLIP W/ 1/4" DIA. WOOD LAGSCREW W/ 2" EMBED & (3) #10 SMS @UNIT RAIL, SEE STRUCT.

2x PER PLAN, SEE STRUCT.

(E) ROOF SHEATHINGCONT. PLYWOOD SHEATHING ALONGPROFILE OF PLATFORM

4x WOOD BLOCKING CURB, SEE STRUCT.

(E) BASE FLASHINGWATERPROOF MEMBRANE, MIN6" PROFILE FOR OVERLAP WITH(N) MEMBRANE AT CURB

MIN.6"

CLASS 'A' ASPHALT SHINGLESTO MATCH EXISTING ROOFFINISH

PROFILE OF CRICKET BEYOND

2X PER PLAN, SEE STRUCTURAL FRAMING PLAN

3x3x12 GA. CLIP W/ 1/4" DIA WOOD LAGSCREW W/ 2" EMBED & (3) #10 SMS

4x PER PLAN, SEESTRUCTURAL FRAMING PLAN

SIMPSON A35 CLIPS @ 24" O.C.

SISTER ROOF RAFTER AND 3x BLOCKING PER PLAN, SEE STRUCT.

2x STUDS @ 24" O.C.

SIMPSON WOOD SILL PLATE, SEESTRUCT.

20 GA. SHEET MTL FLASHING W/ DRIP EDGE,TYP. @ EA. SIDE

3" FIBER CANT STRIP

WATER-PROOF MEMBRANEWRAPPED OVER ENTIRE PLATFORM

HVAC UNIT A-5013

2x4 BRACE , FOR RAFTER SUPPORT SEE STRUCT.4x AND 2x PLATFORM

FRAMING, SEE STRUCT.

3" CONT. FIBERCANT STRIP

CLASS 'A' WATERPROOFROOF MEMBRANE W/ MIN 6"OVERLAP

TAPERED RIGID INSULATION

MECHANICAL DUCT, SEEMECH. DWGS.

24 GA. GALVANIZED FLASHING@ EA. SIDE

2x WOOD CURB FASTENEDTO (E) ROOF SHEATHING W/A34 CLIPS (2) EA. END (8TOTAL) & #8 SCREWS

PLYWOOD SHEATHING

5/8" TYPE 'X' GYP BD. @ EA.SIDE OF DUCT (E) CEILING ASSEMBLY WHERE

OCCURS, SEE REFLECTEDCEILING PLANS

2x CURB

(E) 2x WOODFRAMING

MECH. DIFFUSER, SEE MEPDWGS.

8 1/2"

24 GA. GALVANIZED FLASHINGCAP

3" CONT. FIBER CANTSTRIP

CLASS 'A'WATERPROOF ROOF

MEMBRANE

TAPERED RIGIDINSULATION

EXHAUST FAN, SEE MECH.DWGS. MAKE-UP AIR, SEEMECH. DWGS - WHERE OCCURS

2x WOOD CURB W/ A34 CLIPS EA.END TO 2X CROSS MEMBERS,FASTEN TO (E) ROOF SHEATHINGW/ A34 (2) EA. END (8 TOTAL) & #8 x1/2" SCREWS

(E) PLYWOODSHEATHING

5/8" TYPE 'X' WATER & MOLD-RESISTANT GYP BD. @ EA. SIDE OF

DUCT

(E) CEILING ASSEMBLY WHEREOCCURS, SEE REFLECTEDCEILING PLANS

2x CURB

(E) 2x WOOD FRAMING

MECH. DUCT, SEE MEP DWGS.

9-1/4

".

WRAP ROOFING MEMBRANE UP &OVER CURB FASTEN W/ #8 WDSCREWS & NEOPRENE WASHERS@ 4" O.C.

#14 SELF TAPPING SHEET MTL.SCREW W/ NEOPRENE FACEWASHER @ 4" O.C.

24 GA.GALVANIZED FLASHING CAP

TABLE OF ALLOWABLE SPANS FOR CEILING JOISTS

UNBRACED BRACE ATMIDSPAN

BRACE AT1/3 POINT

18 GA. X 3 5/8" AT 12" O.C.18 GA. X 3 5/8" AT 12" O.C.18 GA. X 3 5/8" AT 12" O.C.

9' - 0"8' - 6"7' - 6"

12' - 9"12' - 0"10' - 9"

15' - 9"14' - 6"13' - 3"

18 GA. X 1" METAL STRAP OR1" CHANNEL CONT. FLANGEBRACE. #6 SMS AT EA. JOIST,SEE TABLE BELOW FOR JOISTSPANS

2 #10 SMS @ EA. STUD

18 GA. METAL STUDS. FORSPACING SEE TABLE BELOW

TRACK BACK'G ATBRACE SPLICE

1 1/2" FL. CONT TRACK W/ #10SMS EA. FL. EA. STUD. WIDTH &THICKNESS TO MATCH JOIST 918 GA. MIN.)

JOINT TREATMENT

PARTITION TYPE PERPLANS5/8" TYPE "X" GYP. BD.

RECESSED LIGHT FIXTURE,SEE ELECT

(N) 2x6 CEILING JOIST @ MAX.16" O.C.ADD BLOCKING AS REQUIRED

MIN (2) #6 x 1 1/2" SMS ATEACH SIDE (TOTAL 4)

(N) 2x6 MIN. BLOCKING AT EACHSIDE OF FIXT. (TOTAL 2)

5/8" TYPE 'X' GYP BOARD CEILINGTO WRAP AROUND ENTIRE

FIXTURE @ RATED CORRIDOR

2x4 BLOCKING W/ MIN. (2) 10D TOENAILS AT EACH END, TYP. @ EA. SIDE

MIN (2) #6 x 1 1/2" SMS AT EACHCORNER OF FIXTURE, TYP. (TOTAL 4)

(N) 2x6 CEILING JOIST@ MAX. 16" O.C. TYP.

SURFACE-MOUNTED LIGHT FIXTURE, SEEELECT

RECESSED FIXTURE

SURFACE-MOUNTED FIXTURE

2x NAILER LAY DOWN @ 16"O.C.

2 1/8"

5/8" TYPE 'X' GYP. BD., PATCH,REPAIR AND RE-PAINT WHERENEEDED

2 1/8"

2"

VARIES

VARIES

A

B

WALL-MOUNTED FIXTUREC

(N) OPERABLE PATIENT-ROOMFIXTURE

5/8" TYPE 'X' GYP. BOARD

(6) #6 x 1 1/2" SMS AT PRE-DRILLEDLOCATIONS ON BACKING PLATE

3 1/4"

MIN. 20 GA. 33 ksi MIN. BACKINGPLATE

3x6 WOOD BLOCKING, SEE 3/A-502 FORBACKING DETAIL

VARIES

5"

2" MAX. TYP. AT EA. SIDE

__ of __

Checked By:Drawn By:OSHPD No.:

PDA Project No.:

Project:

Client:

Stamp:

D r a w i n g T i t l e :

Date:Phase:

Revisions:

Drawing No.:

Agency Approval:

KentfieldRehabilitation HospitalFacility Upgrade

Vibra Healthcare

1125 Sir Francis Drake Blvd.Kentfield, CA 94904(415) 485-3683

4550 Lena DriveMechanicsburg, PA 17055(717) 591-5733

348-10-04010/19/2011

CD

08 / 15 / 11 DD Submittal

13

-

10 / 19 / 11 CD Submittal

C:\T

emp\

KRH-

Facil

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pgra

de-R

C11.1

0.18.r

vt10

/18/20

11 12

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38PM

A-501

ROOF & CEILINGDETAILS

CheckerAuthor

09/08/11

Auth

or

SCALE: 1/4" = 1'-0" 1TYPICAL HVAC UNIT DETAIL

SCALE: 1 1/2" = 1'-0" 3MECHANICAL EQUIPMENT PAD

SCALE: 1 1/2" = 1'-0" 2MECHANICAL PLATFORM SECTION

SCALE: 1 1/2" = 1'-0" 4DUCT PENETRATION

SCALE: 1 1/2" = 1'-0" 5ROOF DTL - EXHAUST FAN

SCALE: 3" = 1'-0" 6SUSPENDED GYPSUM CEILING

SCALE: 1 1/2" = 1'-0" 8EMERGENCY LIGHT ANCHORAGE

FAIR OAKS REGENCY PARKRegency Park Senior Living New Construction, SD Phase11/2011 - 12/2011

Professional Portfolio

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