C:UserssteveDesktopi99 T-1.0 Layout1 (1) - Pacific Sundance · b. gypsum board - nom 1/2 or 5/8" thick, 4ft wide with square or tempered edges. the gypsum wall board type, thickness,

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

1A

1B

3

2

SYSTEM NO. W-L-1001F RATING - 1, 2, 3, 4 HR.T RATING - 1, 2, 3, 4 HR.L RATING AT AMBIENT - LESS THEN 1 CFM/S.F.L RATING AT 400 F - LESS THEN 1 CFM/S.F.

A

A SECTION A - A

1. WALL ASSEMBLY - THE 1, 2, 3, OR 4 HR. FIRE RATED GYPSUM WALLBOARD/STUD WALLASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED INTHE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR. FIRE RATEDASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN.LUMBER SPACED 16" OC. WITH NOM 2 BY 4" LUMBER END PLATES AND CROSS BRACES. STEELSTUDS TO BE MIN. 3 5/8" WIDE BY 1 3/8" DEEP CHANNELS SPACED MAX 24" OC.B. GYPSUM BOARD - NOM 1/2 OR 5/8" THICK, 4FT WIDE WITH SQUARE OR TEMPERED EDGES.THE GYPSUM WALL BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEETORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SEIRES DESIGN IN THEUL FIRE RESISTANCE DIRECTORY. MAX DIAM. OF OPENING IS 26"

2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHERCONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACEBETWEEN PIPE, CONDUIT, OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN. OF 0"(POINT CONTACT) TO MAX 2". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ONBOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES,CONDUITS OR TUBING MAY BE USED:A. STEEL PIPE - NOM 24" DIAM. (OR SMALLER). SCHEDULE 10 (OR HEAVIER) STEEL PIPE.B. IRON PIPE - NOM 24" DIAM. (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOILPIPE, NOM 12" DIAM. (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPEC. CONDUIT - NOM 6" DIAM. (OR SMALLER) STEEL CONDUIT OR NOM 4" DIAM. (OR SMALLER)STEEL ELECTRICAL METALLIC TUBINGD. COPPER TUBING - NOM 6" DIAM. (OR SMALLER) TYPE L (OR HEAVIER) COPPER PIPE.E. COPPER PIPE - NOM 6" DIAM. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OFSTEEL FLEXIBLE METAL GAS PIPING MAY BE USED.

1. NOM 2" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.OMEGA FLEX INC.2. NOM 1" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.TITEFLEX CORP.A BUNDY CO.3. NOM 1" DIAM. STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.WARD MFG INC.

3. FILL, VOID, OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2" THICKNESS OF CAULK FOR 1, 2, 3, AND 4 HR RATEDASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTHSURFACES OF WALL. MIN. 1/4" DIAM BEAD OF CAULK APPLIED TO GYPSUMBOARD/ PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTHSIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM ISDEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY INWHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLYT RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZEOF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALLASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATION BELOW.

+ WHEN COPPER PIPE IS USED, T RATING IS 0 HR.3M COMPANY - CP 25 WB + CAULK OR FB-3000 WT SEALANT

*BEARING THE UL CLASSIFICATION MARKING

F RATING HR. T RATING HR.

1 OR 23 OR 41 OR 23 OR 41 OR 2

0+, 1 OR 23 OR 4000

MAX PIPE ORCONDUIT SIZE, IN.114612

ANNULARSPACE, IN.0 TO 3/161/4 TO 1/20 TO 1-1/21/4 TO 1/23/16 TO 3/8

2

3

1B 2

1D

3 1A

SYSTEM NO.F-C-1003F RATING - 2 HR.T RATING - 1/2 HR.L RATING AT AMBIENT - LESS THEN 1 CFM/S.F.L RATING AT 400 F - LESS THEN 1 CFM/S.F.

1. FLOOR-CEILING ASSEMBLY — THE FIRE RATED WOOD JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OFTHE MATERIALS AND IN THE MANNER SPECIFIED IN DESIGN NO. L505, L511 OR L536 IN THE UL FIRE RESISTANCEDIRECTORY, AS SUMMARIZED BELOW:

A. FLOORING SYSTEM — LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOODOR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.B. WOOD JOISTS — NOM 2 BY 10 IN. (51 BY 254 MM) LUMBER JOISTS SPACED 16 IN. (406MM) OC WITH NOM 1 BY 3 IN. (25 BY 76 MM) LUMBER BRIDGING AND WITH ENDS FIRESTOPPED.C. FURRING CHANNELS — (NOT SHOWN) — RESILIENT GALV STEEL FURRING CHANNELS INSTALLEDPERPENDICULAR TO WOOD JOISTS BETWEEN FIRST AND SECOND LAYERS OF WALLBOARD (ITEM 1D)AND SPACED MAX 24 IN. (610 MM) OC.D. GYPSUM BOARD* — NOM 4 FT (1219 MM) WIDE BY 5/8 IN. (16 MM) THICK AS SPECIFIEDIN THE INDIVIDUAL FLOOR-CEILING DESIGN. FIRST LAYER OF WALLBOARD NAILED TO WOOD JOISTS.SECOND LAYER OF WALLBOARD SCREW-ATTACHED TO FURRING CHANNELS. MAX DIAM OF CEILINGOPENING IS 3/8 IN. (10 MM) GREATER THAN THE OUTSIDE DIAMETER OF PIPE.

2. THROUGH PENETRANTS — ONE METALLIC PIPE, CONDUIT OR TUBING TO BE CENTERED WITHIN THE FIRESTOPSYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR AND CEILING. THEFOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE — NOM 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEELPIPE.B. CONDUIT — NOM 3 IN. (76 MM) DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEELCONDUIT.C. COPPER TUBING — NOM 1-1/2 IN. (38 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER)COPPER TUBING.

3. FILL, VOID OR CAVITY MATERIAL* — SEALANT — FILL MATERIAL FORCED INTO ANNULAR SPACES TO FILLSPACE TO MAX EXTENT POSSIBLE. SEALANT SHALL BE INSTALLED FLUSH WITH FLOOR AND CEILING.3M COMPANY — TYPES FB-1000 NS, FB-1003SL, FB-2000 OR FB-2000+.

*BEARING THE UL CLASSIFICATION MARKA

ASECTION A - A

34"

MA

X.

SOLID SURFACE

5/8" TYP X GYP. BD. O/ 2X STUD WALL

2'-0"

4"

8"MIN. CLR.

27"

MIN

. CLR

.

6"MAX.

9"M

IN. C

LR.

PLUMBING TO BE CONFIGURED TOGIVE ADA CLEARANCES

(N) 4X BLOCKING PER DETAIL 4A-3.0

3/4" REMOVABLE PLYWOOD PANEL

2X4 WOOD LEDGER

3/4" PLYWOOD ATTACHED W/ #12X 3" WOOD SCREWS

(N) WILSONART ADA RAMP VANITY W/OVERFLOW #BV1514.

2X WOOD LEDGER ATTACHED TO 3/4"PLYWOOD PANELS ON EITHER SIDE OFTHE SINK W/ 1/4" X 2-1/2 SCREWSSTAGGERED @ 6" O.C.

(N) FAUCET

NOTE:USE FIRE TREATED WOOD WHEREWOOD IS BEING SPECIFIED

4A-3.0

BASE CABINET

(E) 5/8" TYPE 'X' GYP BOARD O/ 2XWOOD STUD @ 16" O.C.

(N) #10 WOOD SCREW @ 16" O.C.TYP. T&B INTO WD STUD OR BLOCKINGW/ 2" MIN. PENETRATION. FORBLOCKING, SEE

(E) 5/8" TYPE 'X' GYP BOARD O/ 2XWOOD STUD @ 16" O.C.

CABINET BASE STAND

(E) CONCRETE SLAB

BASE CABINET

(N) COVE BASE

(N) CABINET BASE STAND

(N) DS-HILTI SHOT PIN @ 24" O.C.1-1//2" MIN. EMBEDMENT 1/8" X 2" 2"LONG

(N) 2X4 WD STUDS @ 16" O.C. FORCASEWORK FRAMING

(N) 3/4" PLYWOOD, W/PLASTICLAMINATE FINISH ON BOTH SIDES.

(N) RUBBER BASE. MATCH EXISTING

(N) 2X4 PRESSURE TREATED SILL PLATEANCHORED TO SLAB W/ 3/8" HILTI KBTZ ANCHORS; 2" MIN. ANCHOREMBED. PER ICC ESR REPORT 2302,SPACE @ 4'-0" O.C. MAX & 6" MAX @END OF WALL OR SPLICE TWO PERPIECE MIN.

U CHANNEL, TYP. SEE 12-

(N) 2" BLACK GROMMETS, VERIFY W/DESIGNER

(N) 2" BLACK WIRE TRAY (3" X3" MIN.)TO BE ANCHORED TO CASEWORKFRAMING @ 32" O.C. W/ #8 WOODSCREWS

(N) 3/4" PLYWOOD, W/PLASTICLAMINATE FINISH ON BOTH SIDES.

(N) FAST CAP SPEED BRACE, 21" DEEPX 28" HIGH 1000LB PER PAIRCAPACITY @ 36" O.C. MAX W/ #10WD SCREWS TO ANCHOR TO STUDOR BLOCKING W/1" EMBED.

(N) 2X4 WD STUDS @ 16"O.C. FOR CASEWORK FRAMING

SE

E P

LAN

SE

E P

LAN

SE

E P

LAN

#10 X 2-1/2" WD. SCREWS W/ 1-3/8"PENETRATION @ MAX 6" O.C.TYP. T&B INTO WD STUD OR BLOCKING PERDETAIL 4

A-3.0

DOOR PANEL WHERE IT OCCURS

3/4" MIN. THICK BACKING

PLAST. LAM O/ 3/4" PLYWOOD SPLASH ORTILE WHERE IT OCCURS

COUNTERTOP O/ (2) LAYERS 3/4" PARTICLEBOARD OR STONE, WHERE IT OCCURS

#10 X 2-1/2" WD. SCREWS @ MAX 6" O.C.TYP. T&B INTO WD STUD OR BLOCKINGPER DETAIL

4A-3.0

5/8" TYP X GYP BD O/ 2X STUD WALL

CABINET

SCRIBE TO F.F. AND ANCHOR PER DETAILS

9A-6.0

11A-6.0

2-1/2"

4"

2'-0"SEE PLAN

12"

CONTINUE (E) TRIM

1'-0

"2'

-6" 5"

5-

11-

SOLID SURFACE MATERIAL

PLYWOOD

(N) 3/4" PLYWOOD, W/PLASTIC LAMINATE FINISH

2"

2"

SOLID SURFACE COUNTER

(N) 2X4 SINGLE TOP PLATE

(N) 3/4" PLYWOOD W/ PLASTICLAMINATE FINISH

11-

3'-6

"

2"

2"

(N) 3/4" PLYWOOD W/ PLASTICLAMINATE FINISH

(N) 1/2" X 1/2" U CHANNELATTACHED W/ LIQUID NAILADHESIVE OR TWO PART EPOXY

(N) 2X4 WD STUD

(N) 2 X DOUBLE TOP PLATE

SILL PLATE

2 X KING STUD

2 X CRIPPLE STUD

A-35 CLIP

ROUGH OPENING

4-16d EA. END TYP.

4-8d TOENAILTYP.

4-8d TOENAILTYP.

NOTES:1. ALL WOOD SHALL BE DOUGLAS FIR

LARCH GRADE 2.2. FOR ADDITIONAL WALL

ANCHORAGE INFORMATION, SEEDETAIL 5/A-3.0

4 X6 HEADER

(N) 2X WOOD STUDS TO FILLIN OPENING, TOE NAIL W/12d NAILS

(N) 5/8" TYPE 'X' GYP BOARD @EACH SIDE. MATCH ADJACENTASSEMBLY, SEE DETAIL 10/A-4.0FOR FIRE RATED ASSEMBLY

(E) 5/8" TYPE 'X' GYPSUMBOARD @ EACH SIDE

(E) 2X WOOD FRAMING

(N) 2X WOOD STUDS @ 16"O.C. AFTER (E) PARTITIONEDGE. TOE NAIL W/ 12dNAILS

(N) 5/8" TYPE 'X' GYP BOARD @EACH SIDE. MATCH ADJACENTASSEMBLY, SEE DETAIL 10/A-4.0FOR FIRE RATED ASSEMBLY

(E) PARTITION EDGE. TOENAIL W/ 12d NAILS

A

SECTION A-A

PL 12" x 3 x 412" WITH (2) 38" DIA. HILTI

TZ EXPANSION ANCHORS WITH 2"MIN. EMBEDMENT

SINK ASSEMBLY AND MOUNTINGARM PER PLUMBING DRAWINGS

WALL CAVITY

FLOOR FINISH OVER 4"CONCRETE SLAB

1/2"

1/2"

A

3"

2"

NOTE:HILTI EXP. ANCHORS SHALL BEINSTALLED PER ESR 1917 ANDTORQUE TESTED TO 25FT-LBS. 2"

MIN

.

4-1/

2" (E) ROOF JOIST

2X4 BLOCKINGORIENTATED VERTICALLY

5/8" TYP X GYPSUM BOARDCEILING PATCH

NOTE:FIRE RESISTANCE RATED WALLS / CEILINGS SHALLBE REPAIRED / PATCHED TO MATCH THE EXISTINGRATED CONDITION IN ORDER TO MAINTAIN THECONTINUITY OF THE RATED WALL OR CEILING.

EQ. EQ.

Ø12"MEN

WOMEN

A

B

C

D

E

UNISEXRESTROOM

WOMEN

MEN

EXIT

EXIT

ISA

RESTROOM

WALL DOORGENERAL SIGNAGE NOTES

60"

MOUNTING LOCATION

FROOM NAME

MED ROOM

1. ROOM IDENTIFICATION AND EXIT SIGNS SHALLINCLUDE CALIFORNIA GRADE 2 BRAILLE

2. PICTOGRAMS AND LETTERS SHALL BE RAISED 1/16"3. CHARACTERS SHALL BE SAN SERIF4. CHARACTERS SHALL BE 5/8" TO 2" IN HEIGHT5. PICTOGRAMS SHALL BE 6" IN HEIGHT6. SIGN MATERIAL SHALL HAVE A NON-GLARE FINISH7. SIGN SHALL BE FABRICATED TO BE 1/4" THICK.8. ISA SHALL BE MOUNTED ON EXTERIOR SIDE OF

WALL9. EXIT SIGN SHALL BE MOUNTED ON INTERIOR SIDE

OF WALL10. ADJACENT SIGN AND DOOR SURFACES SHALL BE

CONTRASTING.11. CHARACTERS AND BRAILLE SHALL BE IN A

HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED AMINIMUM OF 38 INCH AND A MAXIMUM OF 12 INCHDIRECTLY BELOW THE TACTILE CHARACTERS; FLUSHLEFT OR CENTERED. WHEN TACTILE TEXT ISMULTILINED, ALL BRAILLE SHALL BE PLACEDTOGETHER BELOW ALL LINES OF TACTILE TEXT. CBC111B-703

12. BRAILLE SHALL BE LOCATED 48 INCHES MIN. ABOVETHE FINISH FLOOR TO THE BASELINE OF THE LOWESTLINE OF BRAILLE AND 60 INCHES MAX. ABOVE THEFINISH FLOOR TO THE BASELINE OF THE HIGHESTLINE OF THE RAISED TEXT. SIGN TO BE INSTALLEDON THE WALL ADJACENT TO THE LATCH SIDE OFTHE DOOR, PER CBC 11B-703.4

13. PROVIDE ADDITIONAL SIGN STATING STAFF ONLYAT STAFF TOILET ROOMS

STAFF ONLYG

20 MIN. RATED DOOR & FRAMEASSEMBLY WITH SMOKE SEALED

JAMB BEYOND

FINISH FLOOR

(E) CONC. SLAB

1 2"

EQ.EQ.

F.F.

2"

PATCH (E) 5/8" TYPE 'X' GYP.BOARD AS NECESSARY

4x6 HEADER, NAIL PER SCHEDULE,SEE DETAIL 21/A-6.0, ANCHOR TOKING STUD WITH A34

BEHI

ND

FRA

ME

PEN

ETRA

TION

1/2

" MIN

.G

YP. B

D. F

AC

E. T

YPIC

AL

(4) #10 WOOD SCREWS PERSTRAP, 2 AT EACH SIDE

CHANGE IN FLOOR MATERIALS,LOCATE THE JOINT AT CENTER,UNDERNEATH THE DOOR WHENDOOR IS CLOSED, TYP.

SIMPSON HH4 TO TRIMMER

NOTE: ANCHOR BOLT IN SILL PLATETO BE WITHIN 9" OF DOOR OPENING

HOLLOW METAL FRAME

FRAME ANCHOR PERMANUFACTURER'SRECOMMENDATIONS

DOUBLE 2X WOOD STUD, NAIL PERSCHEDULE, SEE DETAIL 21/A6.0

PATCH (E) 5/8" TYPE 'X' GYP. BOARDAS NECESSARY

2"1/

2" M

IN. G

YP. B

D. P

ENET

RATIO

N B

EHIN

DFR

AM

E FA

CE.

TYP

.

20 MIN. RATED DOOR & FRAMEASSEMBLY WITH SMOKE SEAL

2-10dTOE NAIL CRIPPLE STUD

USE GALVANIZED NAILS WHERE EXPOSED TO WEATHER.

WHERE POSSIBLE, FACE NAILS SHALL BE USED INSTEAD OF TOE NAILS.SHALL BE BORED WITH A DIAMETER SMALLER THAN THAT OF THE NAILS.HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING,

ALL NAILS SHALL BE COMMON WIRE NAILS.

JOISTS

TOE NAIL TO JOISTS

TO SILL PLATE - TOE NAIL, EA. SIDE

STUDSTO TOP PLATE - END NAILS, EA. SIDE

A34 TO TOP PLATE

CURB BLOCKING

2-10d

2-10d

2-10d2-10d

HEADER

A34 TO TRIMMER STUDEND NAIL TROUGH STUD EACH END

2-10d4-16d

PLYWOODTO JOIST 16d AT 9" O.C.TO CURB STUDS 16d AT 9" O.C.

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATIONDISTANCE AND DEGREE OF OPENING PROTECTION (CBC TABLE 705.8)

FIRE SEPARATIONDISTANCE (feet)

25 TO LESS THAN 30

30 OR GREATER

DEGREE OF OPENINGPROTECTION

ALLOWABLE AREA

UNPROTECTED,SPRINKLERED

UNPROTECTED,SPRINKLERED

NO LIMIT

NOT REQUIRED

FIRE SEPARATION DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE TOONE OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE;2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY; OR3. TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE PROPERTY

A

3'-6"6'-8"

3'-0"

NEW WINDOW PERWINDOW SCHEDULE

EXISTING WALL TO REMAIN

15A-6.1

16A-6.1

17A-6.1

6"M

AX

EQ. EQ.

EQ

.E

Q.

6"MAX.

6"MAX.

6"M

AX

3" X 4" X 10 GA. BENT PLATE X 4" WIDEW/ 3/8" Ø HILT KB-TZ ANCHOR W/2"MIN. EMBEDMENT

(E) LOCKERS

2" X 6" X 1/4" ANGLE (LLH) W/#10 SMS@ 16" O.C. (2 MIN.)

(2) #10 SMS

A-6.0

INTERIOR DETAILS

SCALENAILING SCHEDULE 21NTSSCALEWINDOW SHEDULE AND NOTES 22-

SCALEWINDOW ANCHORAGE 231/2" = 1'-0"

SCALELOCKER ELEVATION ANCHORAGE 161-1/2" = 1'-0"SCALECEILING PATCH 171 1/2" = 1'-0"

SCALEDOOR SIGNAGE 18NTSSCALEDOOR ANCHORAGE 193" = 1'-0"

SCALEDOOR ANCHORAGE 203" = 1'-0"

SCALECASEWORK TO SLAB 113" = 1'-0"SCALECABINET 61 1/2"= 1'-0"

SCALEWALL INFILL 131/2"=1-0"SCALEWALL INFILL 141/2" = 1'-0"

SCALEHANDWASHING FIXTURE ANCHOR 151" = 1'-0"

SCALESINK ANCHORAGE 71 1/2" = 1' -0"SCALEBASE CABINET 81 1/2" = 1'-0"

SCALEBASE CABINET 93" = 1'-0"SCALEDOOR FRAMING 101/2" = 1'-0"

SCALEFIRE PENETRATION DETAIL 1NTSSCALEFIRE PENETRATION DETAIL 2NTS

SCALEWIRE MANAGEMENT 53"=1'-0"SCALENURSE STATION FRAME WORK 31-1/2" = 1'-0"

SCALENURSE STATION FRAME WORK 41-1/2" = 1'-0"

SCALEU-CHANNEL REVEAL 121'-0"=1'-0"

ALL MATERIAL APPEARING HEREIN CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED, USED OR DISCLOSEDWITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

NUMBER DATE DESCRIPTION

CONSULTANT

PROJECT NUMBER:

DRAWN BY:

ISSUE RECORD:

SHEET NUMBER

CARE CENTERGLENWOOD

1300 NORTH C STREETOXNARD, CA(805) 983-0305

P: 714.937.1985 F: 714.937.1989ORANGE, CA 92868

SUITE 101321 NORTH RAMPART ST.

15199

OXNARD

NURSESTATION

REMODEL

SEAL

EM

OSHPD PROJ. #: S162923-56-00

OSHPD STAMP:

A 03/29/2017 OSHPD SUBMITTA

1 09/8/2017 OSHPD BC#1

2 05/22/2018 OSHPD BC#2

3 10/17/2018 OSHPD BC#3

TYPESIZE

W H T

A 4'-0"3'-0" 3-1/4"

MATERIAL/FINISH

GLASS NOTES

VINYL, WHITE DUAL PANE, LOW E SEE DETAIL 23/A-6.0 FOR ANCHORAGE

1

1 1

1

1

1

1

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

2x8 @ 16" O.C., TOE NAIL TO DOUBLE TOPPLATE W/ (2) 16d @ EACH SIDE

2x4 DOUBLE TOP PLATE BELOW, O/ SHAPED4x4 SILL PLATE WHERE OCCURS, SEE

4x8 @ EQUIPMENT ANCHORAGE, TOE NAIL TODOUBLE TOP PLATE W/ (2) 16d @ EACH SIDE

1/2" PLYWOOD SHEATHING (STRUCT I APARATED EXT. USE.) ON VERTICAL SIDES OFPLATFORM. SECURED TO FRAMING W/ 8d @6" O.C., FIELD AND EDGE NAILING

2x8 RIM JOIST, TOE NAIL TO DOUBLE TOPPLATE W/ (1) 16d @ EACH SIDE @ 16" O.C.,STAGGERED

L3"x3"x1/4" GALV. STEEL ANGLE, W/ TYP. OF (4), USE(2) #10 SMS EA. CORNER (MIN), USE (4) 3/8" DIA.LAG SCREWS W/2" MIN. PENETRATION

24. GA. GALVANIZED METAL FLASHING O/GRACE ICE AND WATER SHIELD O/ 3/4"PLYWOOD

4x4 SHAPED SILL PLATEROOF SLOPE

A

3 1/

2"M

AX

1 1/

2"M

IN.

A

(E) 2x 10 RAFTERS @ 24" O.C., V.I.F.

LINE OF EQUIPMENT (MAX OPERATINGWEIGHT 570 LBS.)

NOTES:1. ALL NEW WOOD MEMBERS SHALL BE

DOUG-FIR LARCH #12. ANCHOR DISCONNECT SWITCH TO UNIT PER

MANUFACTURER'S RECOMMENDATION3. SEE DETAIL 21/A-6.0 FOR NAILING SCHEDULE

6" MIN

10" MIN.TYP.

44"

6" MIN

74"

3-

4-

2-

ELECTRICAL DISCONNECT, SEE DETAIL 6/A2.0

2X4 FRAMING FOR CRICKET

2x8 @ 16" O.C. MAX.4x8 @ EQUIPMENT ANCHORAGE

(2) #10 S.M.S., TYP. @ EACH CORNER

(E) RAFTERS @ 24" O.C.2x CRIPPLE WALL STUDS @ 16" O.C.

8d @ 6" O.C., FIELD AND EDGE NAILING, TYP.

3/8"Ø LAG SCREW W/ 2" MIN. PENETRATION INTO 4x6 @ EA.CORNER

L3"x3"x1/4" GALV. STEEL ANGLE, TYP. OF (4)

LINE OF EQUIPMENT, MIN. 16 GA. (V.I.F.)24. GA. GALVANIZED METAL FLASHING O/ 3/4" PLYWOOD

2x4 DOUBLE TOP PLATE NAILED TO SHAPED SILL PLATE WITH16d @ 12" O.C.

SHAPED 4x4 SILL ANCHORED TO FLAT 4x6 BLOCKING W/3/8" Ø LAG SCREW W/ 2-1/2" PENETRATION @ 16" O.C.PRE-DRILL HOLES TO PREVENT SPLITTING OF WOOD

2x8 EDGE BLOCKING, NAIL TO (E) CURB WITH 16d AT 6"O.C. STAGGERED

(E) ROOF CURB, FLASH AND MASTIC CONNECTION

NEW 4X6 FLAT BLOCKING W/ SIMPSON A-35 CLIPS EA. SIDE,EA. END TYP. SEE DETAIL 1/A-2.0

±10

1/2"

(E) RAFTER @ 24" O.C.

2x4 SILL PLATE SECURED TO FLAT 4X6 BLOCKING W/3/8" ØLAG SCREW W 2-1/2" PENETRATION@16" O.C. PRE-DRILL TOPREVENT SPLITTING OF WOOD.

2x4 DOUBLE TOP PLATE - SEE NAILING SCHEDULE 21/A-6.0FOR CONNECTION INFORMATION.

2x8 RIM JOIST, TOE NAIL TO DOUBLE TOP PLATE W/ (1) 16d@ EACH SIDE @ 8" O.C., STAGGERED

SIMPSON H3A EA. SIDE ATTACHED W/ (8) 8d x 1-12"COMMON NAILS

2x8 EDGE BLOCKING, TOENAIL TO DOUBLE TOP PLATE W/16d NAILS 4" O.C. STAGGERED. TOENAIL TO 2x6 FRAMING(4X8 @ ANCHORAGE) W/ 16d, (1) EACH TOP AND BOTTOM

2x4 STUDS @ 16" O.C.

CRIPPLE WALL STUDS @ 16" O.C.

2" MIN

.

24. GA. GALVANIZED METAL FLASHING O/ GRACE "ICE &WATER SHIELD O/ 3/4" PLYWOOD

(N) FLAT 4x6 BLOCKING W SIMPSON A-35 EA. SIDE, EA. ENDTYP. SEE DETAIL 11/A-6.1

EQ.EQ..



GALV. METAL FLASHING

ROOFING MASTIC

WOOD CANT STRIP

2" MIN

.

24. GA. GALVANIZED METAL FLASHING O/ 3/4" PLYWOOD

LINE OF EQUIPMENT, MIN. 16 GA. (V.I.F.)

L3"x3"x1/4" GALV. STEEL ANGLE, TYP. OF (4)


3/8" Ø LAG SCREW W/ 2" MIN. PENETRATION @ EA. CORNER

2x8 @ 16" O.C. MAX.4x8 @ EQUIPMENT ANCHORAGE


1/2" PLYWOOD SHEATHING, ALL SIDES

2x4 DOUBLE TOP PLATE

CRIPPLE WALL STUDS @ 16" O.C.

ASPHALT SHINGLES O/ BUILDING PAPER

(E) RAFTER @ 24" O.C.

2x8 EDGE BLOCKING, TOENAIL TO DOUBLE TOP PLATE W/16d NAILS 4" O.C. STAGGERED. TOENAIL TO 2x6 FRAMING(4X6 @ ANCHORAGE) W/ 16d, (1) EACH TOP AND BOTTOM

(N) FLAT 4X6 BLOCKING W/ SIMPSON A-35 CLIPS EA SIDE.EA. END, TYP. SEE DETAIL 11/A-6.1

SHAPED 4x4 SILL ANCHORED TO FLAT 4x6 BLOCKING W/3/8" Ø LAG SCREW W/ 2-1/2" PENETRATION @ 16" O.C.PRE-DRILL HOLES TO PREVENT SPLITTING OF WOOD

GALV. METAL FLASHING

SIMPSON H3A EA. SIDEATTACHED W/ (8) 8d x1-12" COMMON NAILS

36" MAX. x 14" MAX.

NEW

EXIS

TING

NOTES:

1. (E) JOISTS ARE NOT TO BE CUT.2. DUCT PENETRATION IS THRU RAISED ROOF, NOT PART OF ROOF/CEILING ASSEMBLY.

DUCT

CAULK ALL AROUND

(N) 2 X 4 CURB - 16d TOE NAIL @ 16"O.C. MIN.

#6 SCREW - 2 PER SIDE

SIMPSON LTP4 - 2 PER SIDE - 8TTL

PATCH AND REPAIR (E) FOAM ROOF

(E) PLYWOOD

(E) 2x BLK'G

(E) 2x FRAMING

2'-0

"

1'-6"

(E) ROOF RAFTERS

5/8" GYP. BOARD

(N) LINEAR FIXTURE, ANCHOR W/ (3)#8 X1" WD SCREWS INTO SOFFIT JOIST,PROVIDE BLOCKING AS NECESSARY

LAP & SPIKE TO (E) ROOF RAFTERSW/ (4) #10 X 3" WD SCREWS TYP.

SHAPED 2X BLOCK

2X4 HANGER @ 48"

2X4 HANGER @ 48"

2X BLOCKING BEYOND

PIPE SIZE: MAX SUPPORTDISTANCE:

1.5" DIA. 12 FT.1.25" DIA. 10 FT.

1" DIA 8 FT.

NOTE: PROVIDE FLEX-PIPECONNECTION BETWEEN GASPIPING AND UNIT.

GALVANIZED STEELL1.5"x1.5"x16 GA

HORIZONTAL SUPPORT

8" M

IN -

12" M

AX

WITH 2" EMBED (TYP)(4) 1/4"Ø LAG SCREWS EXISTING ROOF

GALVANIZED STEELDIAGONAL BRACE

L1.5"x1.5"x16GA

(4) 5/16"Ø HOLES

1/8" PLATE

NOTES:1. DUCT SUPPORT 6'-0" MAX. O/C. AND AT TURNS AND ENDS PROVIDE SECOND SUPPORT W/

DIAGONAL BRACE (FOR LONGITUDINAL BRACING) 1 PER DIRECTION.2. TWO SUPPORTS NEEDED FOR FINAL FILTER HOUSING.3. CONNECT ANGLES WITH (1) 1/4"Ø BOLT (TYP)4. CONNECT ANGLES TO DUCT W/ #10 SELF TAPPING 5 SMS ON BOTH SIDES.5. ALL ANCHORS SHALL BE GALVANIZED.

GALVANIZED STEELDIAGONAL BRACE

L1.5"x1.5"x16GA

PRESSURE TREATEDFLAT 2X8 SLEEPERSET IN ROOFINGMASTIC

A

(2) 3/8" Ø LAG SCREWS AT 4" O.C.WITH 1-1/4" PENETRATION AT EACHSUPPORT

METAL WEATHER JACKET(FOR SUPPLY & RETURN ONLY)

DUCT SIZE + 2" MIN.

-ELEV. A

EXISTING ROOF JOISTS, WHEREOCCURS OR ADD 2X BLOCKING ASNEEDED

VERTICAL SUPPORTGALVANIZED STEELL1.5"x1.5"x16GA

SHEET METAL DUCT (SQUARE ORROUND)

INSULATION (FOR SUPPLY & RETURN)

1'-0

" MIN

.

DUCT SUPPORT SEE DETAIL 8/A-2.0FOR MORE INFORMATION

OSA INTAKE DUCT REFER TOMECHANICAL PLAN FOR SIZES

1/4" CORROSION RESISTANTMESH

EXISTING ROOF PATCH ANDREPAIR AS NECESSARY

EXISTING ROOF PATCH AND REPAIRTO MATCH ADJACENT

PRESSURE TREATED SHAPED (TOFOLLOW ROOF SLOPE) D.F. 4X6(FLAT) SLEEPER SET IN ROOFINGMASTIC (HENRY'S MASTIC)

ANCHOR EXISTING PIPES, PIPEROLLERS AND RETAINER BRACKETSTO 4X6 PRESSURE TREATED D.F. W/#12 X 2" SCREWS. SEE TABLE FORSPACING

EXISTING ROOF JOIST WHEREOCCURS

EXISTING GAS PIPE OR NEW COPPERCONDENSATE PIPING

3 1/

2"

MIN

.

(E) ROOF SHEATHING

A-35 EA SIDE (TTL OF 2PER BLK'G) EA. END

(E) ROOF JOIST

2X BLOCKING

± 36

"

(4) #14 WOOD SCREW, TYP. 2" MINIMUM EMBEDMENTINTO STRUCTURE

HVAC CURB

DISCONNECT

6"

6"

1-7/

8"

1-7/8"

3'-0

"

FUSED DISCONNECT SWITCHIN NEMA 4R BOX

P9200 UNISTRUT, 3/16" X6" SQUAREBASE PLATE, APPLY OVERROOFING MASTIC. COVER TOPSOF FASTENERS WITH MASTIC

P9000 UNISTRUT POST

CONDUIT FROM J-BOX

CONDUIT TO UNIT

(4) 1/4" Ø LAG SCREW W/ MIN. 2"PENETRATION, INTO BLOCKING ORFRAMING (WHERE OCCURS),PRE-DRILL HOLES AND FILL WITH

A

A

BOLT SUPPORT TO BASE

(N) ROOF CURB

CONVENIENCE OUTLET

APPLY 3/8" DIA SEALANT BEAD,SECONDARY BETWEEN THE FIN ANDADJACENT BUILDING WALL ANDAROUND THE PERIMETER OF THERETROFIT WINDOW'S FLUSH FIN

APPLY PRIMARY SEALANT TOMOUNTING SURFACE OF PRE-EXISTINGWINDOW AS REQUIRED. SEE MFR.RECOMMENDATIONS

(E) STUCCO SYSTEM TO REMAIN

(E) WINDOW FRAME

NEW RETROFIT WINDOW

FILL AIR GAP WITH FOAM ASNECESSARY

(E) 4X HEADER/2X STUDFRAMING

LINE OF JAMB TRIM BEYOND

#10 WOOD SCREWS W/ MIN.1-1/2" EMBEDMENT INTOWOOD. SEE DETAIL 5 FORSCREW LOCATIONS

SHIM AS REQUIRED TOPREVENT ROTATION

VINYL TRIM W/ 2-SIDEADHESIVE CAULKED AT JOINT

(E) STUCCO SYSTEM TO REMAIN

(E) 2X STUD FRAMING

#10 WOOD SCREWS W/ MIN.1-1/2" EMBEDMENT INTOWOOD. SEE DETAIL 5 FORSCREW LOCATIONS

NEW RETROFIT WINDOW VINYL TRIM W/ 2 SIDEADHESIVE CAULKED AT JOINT

(E) WALL TO REMAIN

APPLY PRIMARY SEALANT TOMOUNTING SURFACE OF PRE-EXISTINGWINDOW AS REQUIRED. SEE MFR.RECOMMENDATIONS

(E) WINDOW FRAME

NEW RETROFIT WINDOW

FILL AIR GAP WITH FOAM ASNECCESSARY

LINE OF JAMB TRIM BEYOND


VINYL TRIM W/ 2-SIDEADHESIVE CAULKED AT JOINT

LINE OF JAMB BEYOND


SEALANT

INTEXT

INTEXTINTEXT

SLO

PESL

OPE

(N) PARAPET, SEE DETAIL 19/A6.1

(E) BUILT UP FLAT ROOF TO REMAIN

(N) EQUIPMENT, SEE DETAIL 1/A6.1

(E) SLOPED ASPHALT SHINGLE ROOFTO REMAIN

(E) SLOPED ASPHALT SHINGLE ROOFTO REMAIN

(E) FAN TO REMAIN

1/4" GALVANIZED BENT PLATE

(E) ROOF FRAMING

(E) ROOFING

(N) 4X6 DF #2 SLEEPER (PRESSURETREATED) SET IN ROOF MASTIC W/GALVANIZED 3/8" LAG BOLT W/ 3"EMBED. INTO BLOCKING.

4X6 BLOCKING, TYP.

(N) 4X4 REDWOOD POST @ 48"O.C. COVERED WITH 1/2"PLYWOOD AND CLASS AASPHALT SHINGLES TO MATCHEXISTING.

2"4"

1"

3/8" DIA. M.B. TYP.

3/8" LAG BOLT W/ 3" EMBEDMENTINTO BLOCKING, PROVIDEMASTIC IN PRE-DRILLED HOLEAND ON TOP OF LAG BOLT.

1-1/2"2-1/2"1-1/2"

3'-0

"

MANUFACTURER PROVIDEDPHILIPS POSI-DRIVE SCREWS.MIN 1" EMBEDMENT (2) EACHSIDE

EXISTING SHAFT & DUCTPENETRATION

DIFFUSER, SHOEMAKER 400 SERIES4-WAY CEILING DIFFUSER BOX SEEPLAN FOR SIZES

24"MAX

A-6.1

ROOF DETAILS

SCALE:ROOF CURB SECTION 1 1/2" = 1'-0" 2 SCALE:1 1/2" = 1'-0" 3 SCALE:

1 1/2" = 1'-0" 4

SCALE:PLATFORM DETAIL 1 1/2" = 1'-0" 1

ROOF CURB SECTION ROOF CURB SECTION

SCALE:DUCT PENETRATION 1 1/2" = 1'-0" 5 SCALE:1 1/2" = 1'-0" 6 SCALE:

3" = 1'-0" 7SOFFIT PIPE/CONDUIT SUPPORT

SCALE:OSA DUCT TERMINATION 1 1/2" = 1'-0" 9 SCALE:3" = 1'-0" 10 SCALE:

1 1/2" = 1'-0" 11PIPE/CONDUIT SUPPORT BLOCKING DETAIL

SCALE:DUCT SUPPORT DETAIL 1 1/2" = 1'-0" 8 SCALE:DISCONNECT ANCHORAGE 1 1/2" = 1'-0" 12 SCALE:1-1/2" = 1'-0" 13DISCONNECT SWITCH SCALE:

3/4" = 1'-0" 14DIFFUSER DETAIL




CONSULTANT

PROJECT NUMBER:

DRAWN BY:

ISSUE RECORD:

SHEET NUMBER

CARE CENTERGLENWOOD


P: 714.937.1985 F: 714.937.1989ORANGE, CA 92868


15199

OXNARD

NURSESTATION

REMODEL

SEAL

EM

OSHPD PROJ. #: S162923-56-00

OSHPD STAMP:

A 03/29/2017 OSHPD SUBMITTAL

1 09/8/2017 OSHPD BC#1

2 05/22/2018 OSHPD BC#2

3 10/17/2018 OSHPD BC#3

SCALE:WINDOW HEADER 15 SCALE:WINDOW JAMB 16 SCALE:WINDOW SILL 3" = 1'-0" 17 SCALE:ROOF PARAPET 3/32" = 1'-0" 18 SCALE:PARAPET 3" = 1'-0" 193" = 1'-0"3" = 1'-0"

1

1

1

1

1

1

1

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FLOOR SLAB

2X P.T. SILL PLATE

2X DOUBLE TOP PLATE ANCHORED TOEXISTING CEILING STRUCTURE WITH #10WOOD SCREWS AT 24" O.C., 6" FROMENDS AND CORNERS, 2" EMBEDMENT

5/8" TYPE 'X' GYP. BOARD ON EACHSIDE, INSTALL PER 3/A-6.2

3/8" HILTI TZ EXPANSION ANCHORS, S.S.AT 32" O.C. ANCHOR TO EXISTINGSLAB. 2" MINIMUM EMBEDMENTTORQUE TEST TO 25 FT-LBS. (ICC ESR1917)

7 PSF-

G&H NG-246FT, 7-2-65

SWRI 01-4511-619, 8-19-92

4 3/4"

SOUND TEST:

APPROX WEIGHT:LIMITING HEIGHT:THICKNESS:

FIRE TEST:

1-HR RATED CONSTRUCTION BARRIER

WP 35141 HOUR

GA FILE NO.: FIRE RATING:

35 TO 39SOUND RATING:

ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR ATRIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16" O.C. WITH 1 1/4" TYPE W DRYWALL SCREWS 12"O.C.

NOTES:

1. TEMPORARY BARRIER SHALL MEET THE SAME FIRE RATING AS WOULD THE PREEMINENT PARTITION

2. WHERE A TEMPORARY PARTITION IS PLACED ACROSS A CORRIDOR OR IN ANY WAY BLOCKS AN EXIT ORCREATES A DEAD END, PLANS SHOWING THIS CONDITION SHALL BE APPROVED BY OSHPD FIRE MARSHALAND LOCAL FIRE DEPARTMENT

3. THE USE OF VISQUEEN OR SIMILAR MATERIAL AS A TEMPORARY CONSTRUCTION BARRIER WHERE FIRESEPARATION IS REQUIRED SHALL NOT BE PERMITTED.

4. CONTRACTOR TO PATCH AND REPAIR EXISTING FINISHES ONCE TEMPORARY BARRIER IS REMOVED.

AREA OFWORK

PARTITION TO BEDEMOLISHED

CORRIDOR

20 MINUTE FIRE RATED DOORAND FRAME IN ONE HOUR

.

TEMPORARY PARTITION PERDETAILS 2 & 3/A-6.2

6'-0" MIN. CLR. WIDTH IN INPATIENT AREAS5'-0" MIN. CLR. WIDTH IN OUTPATIENT AREAS3'-8" MIN. CLR. WIDTH IN NON-PATIENT AREAS

(E) FIRE RATED TYPE X GYP. BOARD CEILING

(E) JOIST OR BLOCKING, SEE DETAIL 5/A5.2

ANCHOR FIXTURE CROSS CHANNEL WITH#14 X 2-1/2" WD SCREWS MINIMUM 4 PERFIXTURE

LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSWEIGHT: 32 LBS

(E) FIRE RATED TYPE X GYP. BOARD CEILING

ANCHOR WITH (3) #8 X 1" WD SCREWSINTO CEILING JOISTS, PROVIDEBLOCKING AS NECESSARY

LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSWEIGHT: 8 LBS

5/8" TYPE X GYP. BOARD ALL SIDES

1 HOUR FIRE RATED TENMAT

(N) 4X4 REDWOOD POST @48" O.C. COVERED WITH 1/2"PLYWOOD AND CLASS AASPHALT SHINGLES TOMATCH EXISTING.

(N) SLEEPER, INSTALL PERDETAIL 19/A-6.1

±43'-7"

±3'-0

"

±4'-0"TYP.

A-6.2

DETAILS




CONSULTANT

PROJECT NUMBER:

DRAWN BY:

ISSUE RECORD:

SHEET NUMBER

CARE CENTERGLENWOOD


P: 714.937.1985 F: 714.937.1989ORANGE, CA 92868


15199

OXNARD

NURSESTATION

REMODEL

SEAL

EM

OSHPD PROJ. #: S162923-56-00

OSHPD STAMP:

A 03/29/2017 OSHPD SUBMITTAL

1 09/8/2017 OSHPD BC#1

2 05/22/2018 OSHPD BC#2

3 10/17/2018 OSHPD BC#3

SCALETEMPORARY BARRIER 11/8" = 1'-0"SCALETEMPORARY RATED WAL 21-1/2" = 1'-0"

SCALERATED WALL 31-1/2" = 1'-0"SCALELIGHT FIXTURE 41-1/2"=1'-0"

SCALEPARAPET WALL ELEVATION 63/16"=1'-0"SCALENOT USED --

SCALENOT USED --SCALENOT USED --



SCALENOT USED --



SCALENOT USED --



SCALENOT USED --

SCALENOT USED 5-

11/02/2018 07:55:15 AM#[ S162923-56-00 ]

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C:UserssteveDesktopi99 T-1.0 Layout1 (1) - Pacific Sundance · b. gypsum board - nom 1/2 or 5/8" thick, 4ft wide with square or tempered edges. the gypsum wall board type, thickness,