13_-_Plan_Sheets_2.pdf

RAISED PARAPET/CURB EXTENSION

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

A900

(E) PRECAST CONCRETE WALL

(N) PVC FLASHING TO WRAP OVER

PARAPET

S501

A902

(N) CMU PARAPET

EXTENSION, SSD

SINGLE PLY ROOF ASSEMBLY

SCALE: 3" = 1'-0"

(N) 1/2" PROTECTION

BOARD. BOARD TO BE

SILICONIZED GYP.

SHEATHING W/

FIBERGLASS FACER

MATT., FULLY ADHERED

(N) PVC MEMBRANELAP MEM. PER

MFR. REQ'S.

(N) 6" MIN. (R-30)

RIGID INSULATION,

EACH LAYER FULLY

ADHERED

(N) ADHESIVE PER

ROOFING MFR.

(E) CONC. ROOF DECK

(1988 UBC 43-C,

ITEM 1-1.1)

(N) PVC MEMBRANE

LAP MEM. PER MFR.

REQ'S.

(N) 6" MIN. (R-30)

RIGID INSULATION,

EACH LAYER FULLY

ADHERED

(N) ADHESIVE PER

ROOFING MFR.

(E) METAL DECK

WITH CONCRETE

TOPPING. (U.L. #D902)

A

B

(N) 1/2" PROTECTION

BOARD. BOARD TO BE

SILICONIZED GYP.

SHEATHING W/

FIBERGLASS FACER

MATT., FULLY ADHERED

OCCURS ON LOW ROOF

OCCURS ON HIGH ROOF

(N) VAPOR

RETARDANT

(N) STACKED TAPERED RIGID

INSULATION BOARD - FULLY

ADHERED

(N) PVC ROOFING SLOPED

TO DRAIN, SEE DETAILS THIS

SHEET

(N) 1/2" RIGID SILICONIZED

GYPSUM-SHEATHING BOARD,

WITH FIBERGLASS FACER.

ADHERE TO INSULATION

(N) PVC ROOFING

MEMBRANE, ADHERE TO

PROTECTION BOARD

NOTE: CRICKET RIDGE IS HORIZONTAL, TYP.

CRICKET ASSEMBLY

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

PVC UNIVERSAL

CORNERS

PVC ROOFING

ASSEMBLY,

SEE

PVC COATED

GALVANIZED SHEET

METAL (24 GA. MIN.)

PVC COVER STRIP

OVER COATED

METAL

SCUPPER ISOMETRIC

SCALE: N.T.S.

FIRE RETARDANT

TREATED WOOD

NAILER

PVC FLASHING

MEMBRANE,

SEE DETAIL

4" MIN

WALKPAD INSTALLATION

SCALE: N.T.S.

(N) PVC WALKPAD HEAT WELDED IN PLACE ALL 4

SIDES. DO NOT CROSS FIELD SEAMS. START AND

STOP WALK PAD INSTALLATION 2" FROM FIELD

SEAM.

(N) PVC FIELD SEAM

(N) PVC WALK PAD

(N) PVC FIELD

MEMBRANE

(N) HEAT WELDED OUTSIDE

EDGE

(N) 12" PROTECTION BOARD

(N) 6" MIN. RIGID INSULATION

NOTES:

1. (N) 22 GA. GALV. S.M. COPING & REGLETS TO

BE PAINTED. COLORS TO MATCH EXISTING.

3. SOLDER ALL JOINTS.

SCUPPER AT LOWER ROOF-NEW

SCALE: 3" = 1'-0"

(N) HEAT WELDED LAPS

PERMANUFACTURER

REQUIREMENTS

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900(N) HEXAGON HEAD,

SLOTTED DRIVE, SELF-TAPPING

CONCRETE SCREW

W/ 1-1/2" MIN EMBED.,

@ 24" O.C., TYP.

(N) BACKER ROD AIR SEAL

ON ALL FOUR FLANGES

(N) ADHESIVE COLD APPLIED MEMBRANE

(N) 22 GA GALV. S.M. COPING CAP, SEE DETAIL

A902

(E) PRECAST CONCRETE

WALL TO REMAIN

(E) CONCRETE PLANK W/

CONCRETE TOPPING

18'-6"

T.O. (E) PRECAST

CONCRETE WALL

(N) SCUPPER TO MATCH

(E) EXISTING SCUPPER

8"

(N) SCUPPER S.S.D.

ELEVATION - B

(E) CONC. PLANK

(E) CONC.

TOPPING SLAB

TOP OF (E) DECK

A

LONG SECTION - C

S501

(N) OVERFLOW

SCUPPER

1'-0" 3" 1/2"

1'-6"

3"1/2"

ELEVATION - A C

(N) OVERFLOW SCUPPER

TOP OF PRIMARY SCUPPER

10"4"

B

4"

(N) HEAT WELDED LAPS

PERMANUFACTURER

REQUIREMENTS

4"

10"

CONDUIT/PIPE SUPPORT

SCALE: NTS

USE APPROPRIATE COMPATIBLE

COMPONENTS CLAMP W/ BOLT AND

NUTS PER MANUF.

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

RUBBER BASE PIPE SUPPORTS

(DURA-BLOK #DB10 BY EATON, OR

EQUAL)

(E) PIPE/CONDUIT, SIZE VARIES

1" GALVANIZED STEEL CHANNEL

(E) CONCRETE ROOF

DECK

(N) PVC WALKPAD HEAT

WELDED IN PLACE, SEE

DETAIL

A900

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

11/20/2023 CASp-491 #1317

HIGH - LOW ROOF TRANSITION

SCALE: 3" = 1'-0"

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

(N) METAL NAILER

A900

(N) 3/8" x 1 7/8" SS CONC. SCREW @ 12" CC TYP.

(E) CAST IN PLACE CONCRETE WALL

(E) PRECAST CONC. ROOF PLANK

8"

(N) TERMINATION BAR & FASTENER BY

ROOFING MFR.

(N) PVC FLASHING

(E) ROOF DECKING

(N) PVC DETAIL

STRIP

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL

A900

3" MIN.

FLANGE

(E) CONC. ROOF FILL

(N) RIGID INSULATION

2" MIN.

(N) L6x2 1/2x16GA

GUARDRAIL-OUTSIDE PARAPET WALL MOUNTED

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

1 1/2" Ø (SCH. 40)

GALVANIZED METAL

GUARDRAIL

5'-0"

MAX. SPACING

TOP OF PARAPET

WALL

ROOF FINISH

SURFACE

ATTACHMENT, SEE

SECTION A

GALVANIZED

HSS, SSD

(N) EXPANSION

ANCHORS, SSD

GALVANIZED

HSS 2X2X3/16",

TYP.

12"

PRECAST CONC.

WALL

SECTION - A

A

- 1 1/2" Ø (SCH. 40)

GALVANIZED METAL

GUARDRAIL

(N) PARAPET

EXTENSION.

TYP.

1/4

TYP.

1/4

1/8 6

S501

S501

HINGE SIDE

ALUMINUM SINGLE POST

CORNER BRACKET

ALUMINUM

SINGLE POST

CORNER BRACKET

ALUMINUM SINGLE POST

CORNER BRACKET

ALUMINUM

SINGLE POST

CORNER BRACKET

CAST ALUMINUM GATE

LATCH W/ STAINLESS

STEEL PIN

STAINLESS STEEL

SPRING HINGES

42"

ABOVE THE

ROOF SURFACE

OR DECK ALUMINUM POST

SUPPORTS

1 1/4" SCHEDULE 40 PIPE

IN 6061 T6 ALUMINUM ALLOY

SELF CLOSING GATE

ROOF HATCH SAFETY RAIL GUARD

SCALE: 3/4" = 1'-0"

1 1/4" SCHEDULE 40 PIPE

IN 6061 T6 ALUMINUM ALLOY

RAILS

PLAN

ELEVATIONELEVATION

ROOF HATCH

38"

MATCH AND VERIFY (E)

A902

PLUMBING ACCESS DOOR (in development)

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

SILL FINISH

10 GA. 1 HOUR FIRE RATED

METAL ACCESS DOOR

HINGES, TOP AND BOTTOM, TYP.

2'-0"

2"x2"x3/16" ANGLE

STEEL FRAME

ELEVATION

SECTION - 1

DETENTION LOCK AND

PARACENTRIC KEY

PLAN

WALL OPENING

BUTT HINGE, TOP AND BOTTOM ANCHOR STRAP, 2 EACH SIDE

DETENTION LOCK AND

PARACENTRIC KEY

(N) PVC ROOFING

ASSEMBLY, SEE

DETAIL

A900

(E) CONCRETE WALL

(E) CONC. SLAB

(N) PVC FLASHING

(E) ROOF

DECKING

(N) PVC ROOFING

ASSEMBLY, SEE

DETAIL

A900

2'

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

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900

(E) PRECAST CONCRETE

WALL TO REMAIN

18'-6"

T.O. (E) PRECAST

CONCRETE WALL (N) TOP OF CRICKET

BEYOND

(E) CAST IN PLACE

CONCRETE WALL

T.O.(E) CONC. DECK

AT LOWERROOF

(E) METAL ROOF DECK

22 GA. GALV.

S.M. FLASHING

(E)GUN POST

1 1/2" Ø (SCH. 40)

GALVANIZED PIPE

GUARDRAIL

CATWALK WITH GUARDRAIL-MATCH EXISTING AT AD SEG

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

(E) CATWALK

(E) STRUCTURAL STEEL FRAME

(E) STRUCTURAL STEEL FRAME

A902

#10 SMS @ 10" OC

22 GA GSM COUNTER FLASHING

CONT. CAULKING, TYP

(E) GSM CAP FLASHING

1.8

(N) CONT.

CAULKING,

TYP.

(N) PVC

FLASHING

TO WRAP

OVER

(E) WALL

ROOF RAKE

SCALE: 3'-0" = 1'-0"

CONT. GALV.

METAL CLEAT,

24 GA MIN

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL

(N) PVC FLASHING

STRIP, HOT AIR WELD.

(N) GSM. EDGE

A901

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

(N) 1" INSULATED

MECHANICAL CURB

ROOF HATCH SECTION

SCALE� 1 1/2" 1 -0"

A900

(N) REGLET FLASHING

(N) SELF-ADHERED,

FLEX-FLASHING AND

UNDERLAYMENT, TYP.

(N) HOLD OPEN ARM W/

NYLON ROLLER PERMFG

(N) LIFTING MECHANISM

PERMFG.

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

(E) FIXED ACCESS

LADDER. EXTEND AS

NECESSARY.

(E) METAL DECK W/

CONCRETE FILL

(E) ROOF HATCH

(N) METAL STUD

3-5/8" X 18 GA

@ 16" O.C.

(N) 3/8" Ø HILTI KH-EZ SCREW

ANCHORS, 2" EMBED AT 16" CC

(MIN 3 PER SIDE); MIN 1-1/2" EDGE

DISTANCE.

(N) METAL TRACK

3-5/8" X 18 GA

#10 SCREW S, TYP.

18 GA GALVANIZED SHEET

STEEL AT PERIMETER TYP.

FASTEN WITH #10 SCREW S,

@ 6" CC EACH CONTACT

LADDER

EXTENSION

SEE DETAIL

(N) FRAME W/

CAPFLASHING

CORNERS FULL

WELDED

(N) LOCK STRIKE

PADLOCK HASP

MET. STUD NAILER

ROOF HATCH CURB

SCALE� 3" 1 -0" ROOF HATCH CURB

(N) 1" INSULATED

MECHANICAL CURB

(N) SELF-ADHERED

FLEX-FLASHING

UNDERLAYMENT,

TYP.

(N) METAL FRAMING

SLOPE DN

1/2" 1 -0"

8"

PENETRATION FLASHING

SCALE� 3" 1 -0"

4"

TYP.

4"

TYP.

(N) S.S. DRAWBAND, TYP.

(N) SEALANT, TYP.

(N) SM. RAIN COLLAR, TYP.

CONDUIT, VENT PIPE OR POST PENETRATION

(N) PVC 60MIL FLASHING

(N) LAP OR LIQUID SEALANT PER MFR. REQS.

(N) PVC ROOFING ASSEMBLY, SEE

A900

EXTEND (E) PIPE TO MIN 12" ABOVE ROOF FINISH MEMBRANE.

ONE-PIECE BOOT FLASHING

SCALE� 3" 1 -0"

(N) EXTENSION CONDUIT OR VENT PIPE, SIZE TO

MATCH (E)

(N) CONTINUOUS BEAD OF SEALANT, SEE SPEC 07 90 00

(N) STAINLESS STEEL CLAMPING RING

(N) PVC, ONE-PIECE BOOT, HEAT

WELDED PER MFR. REQUIREMENTS

(N) PVC ROOFING ASSEMBLY, SEE DETAIL

(E) CONCRETE DECK

A900

NOTES�

1. DO NOT CUT PREFABRICATED BOOT. IT MUST BE PULLED OVER

CONDUIT / VENT PIPE / POST.

2. PREFABRICATED BOOTS, AND MUST BE USED WHENEVER

POSSIBLE TO FLASH PENETRATIONS 1" TO 8" IN DIAMETER

3. IF PENETRATION DOESNT ALLOW FOR PIPE BOOT

INSTALLATION, USE ALTERNATE FLASHING METHOD. SEE DETAIL

EXTEND (E) PIPE TO MIN 12" ABOVE

ROOF FINISH MEMBRANE

(N) PIPE CLAMP

(E) PIPE TO REMAIN

PROVIDE (N) HILTI

FS-ONE MAX (OR OF

EQUAL) FIRESTOP

SEALANT AS NEEDED,

VIF, INSTALL PER MFR

REQUIREMENTS.

(N) LAP OR LIQUID SEALANT PER MFR. REQS.

4"

LAP -OINT

(N) 22 GA. G.S.M. COPING CAP.

(N) METAL TRACK

(N) 3/8" Ø HILTI KWIK BOLT 3 SS

(COUNTERSUNK) EXPANSION ANCHOR

W/ 2" MIN. EMBED @ 4 -0" O.C. TYP.

(N) CMU PARAPET WALL

EXTENSION

(N) PVC FLASHING TO WRAP

OVER PARAPET.

10 -0" MAX.

TO NEXT LAP -OINT

METAL COPING LAP -OINT DETAIL

SCALE� 3 -0" 1 -0"

NOTES�

1. (N) 22 GA. S.M. COPING REGLETS

TO BE PRE-FINISHED W/ KYNAR.

2. COLORS TO MATCH EXISTING.

3. SOLDER ALL -OINTS.

(N) 22 GA G.S.M. COPING CAP.

(N) 8" [ 18GA DBL STUD

(800S162-43) W/ #10 SMS @ 12" CC

EA FLANGE� 4" DIA HOLE AS

REQUIRED FORBOLT ACCESS

(N) ADHESIVE COLD APPLIED

MEMBRANE LAPPED OVER TOP

PLATE AND 2" DOWN VERTICAL

SURFACES, TYP.

(N) 3/8" Ø HILTI KB-TZ2 SS

(COUNTERSUNK) EXPANSION

ANCHOR W/ 2" MIN. EMBED

@ 4 -0" O.C. TYP.

(N) CONT. CAULKING TYP.

(N) PVC FLASHING TO WRAP

OVER PARAPET.

NOTE�

1. FOR METAL COPING

LAP -OINT, SEE DETAIL

METAL CLEAT, 24 GA MIN

METAL CLEAT, 24 GA MIN

1/8 2" @ 36" CC

CONDITION 1 -

METAL COPING ON (N) CMU EXTENSION

(N) 22 GA G.S.M. COPING CAP.

(N) 8" [ 18GA DBL STUD

(800S162-43) W/ #10 SMS @ 12" CC

EA FLANGE� 4" DIA HOLE AS

REQUIRED FORBOLT ACCESS

(N) ADHESIVE COLD APPLIED

MEMBRANE LAPPED OVER TOP

PLATE AND 2" DOWN VERTICAL

SURFACES, TYP.

(N) 3/8" Ø HILTI KB-TZ2 SS

(COUNTERSUNK) EXPANSION

ANCHOR W/ 2" MIN. EMBED

@ 4 -0" O.C. TYP.

(N) CONT. CAULKING TYP.

(N) PVC FLASHING TO WRAP

OVER PARAPET.

METAL COPING AT PARAPET EXTENSION

SCALE� 3 -0" 1 -0"

NOTE�

1. FOR METAL COPING

LAP -OINT, SEE DETAIL

(N) CMU PARAPET EXTENSION.

METAL CLEAT, 24 GA MIN

METAL CLEAT, 24 GA MIN

(N) CEMENT

PLASTER.

FINISH

AND

COLOR

TO MATCH

(E) WALL.

1/8 2" @ 36" CC

CONDITION 2 -

METAL COPING ON (E) CONCRETE PANEL

METAL COPING AT (E) PARAPET

SCALE� 3 -0" 1 -0"

NOTES�

1. (N) 22 GA. GALV. S.M. COPING REGLETS TO

BE PAINTED. COLORS TO MATCH EXISTING.

3. SOLDER ALL -OINTS.

OVERFLOW SCUPPER AT LOWER ROOF

SCALE� 3" 1 -0"

(N) HEAT WELDED LAPS

PERMANUFACTURER

REQUIREMENTS

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900

(N) HEXAGON HEAD,

SLOTTED DRIVE, SELF-TAPPING

CONCRETE SCREW

W/ 1-1/2" MIN EMBED.,

@ 24" O.C., TYP.

(N) BACKER ROD AIR SEAL

ON ALL FOUR FLANGES

(N) ADHESIVE COLD APPLIED MEMBRANE

(N) 22 GA GALV. S.M. COPING CAP, SEE DETAIL

A902

(E) PRECAST CONCRETE

WALL TO REMAIN

18 -6"

T.O. (E) PRECAST

CONCRETE WALL

8"

(E) CONC.

TOPPING SLAB

(N) PVC COATED 22 GA.

OVERFLOW SCUPPER.

CROSS OVER BRIDGE

SCALE� 1" 1 -0"

PIPE SIZE, DUTY, MOUNTING HEIGHTS

AND SUPPORTS PER PLAN, SMD AND SED.

18-GA, 12" X 2.5" GALVANIZED STEEL SKID RESISTANT

SURFACE STAIR LANDING, BAR GRATING TYPE WB-4, W/ 1"

HEIGHT BAR GRATING.

1 1/4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE RAIL.

TUBULAR STEEL PIPE SUPPORT, TYP, SSD

1 -0"

1 -8"

18-GA, 12" X 2.5" GALVANIZED STEEL

SKID RESISTANT SURFACE STAIR

LANDING, BAR GRATING TYPE WB-4,

W/ 1" HEIGHT BAR GRATING.

PLAN

1 1/2" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE POST.

LADDER EXTENSION DETAIL

SCALE� 3" 1 -0"

S O

(N) PVC

ROOFING

ASSEMBLY,

SEE DETAIL

(E) FIXED ACCESS

LADDER TO REMAIN.

EXTEND AS REQUIRED.

(E) METAL DECK W/

CONCRETE FILL

ROOF HATCH

(N) LADDER EXTENSION

TO MATCH EXISTING

2" MIN

5/16

12 -0" ELEVATION MARK

GRIND SMOOTH ALL

CORNERS AND EDGES

AND ALL WELDS

(N) LADDER RUNG TO

MATCH EXISTING

(E) LADDER RUNG

TERMINATION STRIP

SCALE� 3" 1 -0"

(N) CONTINUOUS BEAD OF AP OR HIGH GRADE SEALANT

(N) MULTI-PURPOSE PVC TAPE

(N) REGLET FASTENED AT 8" O.C. W/ GROMETTED

FASTENERS

(N) PVC FLASHING,

ADHERED TO (E) PARAPET.

HEAT WELD TO

ROOFING MEMBRANE.

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL 4

A900

8" MIN.

(N) REGLET FASTENED

AT 8" O.C.W/ GROMETTED

FASTENERS

(E) PRECAST CONCRETE WALL PVC FLASHING STRIP,

HOT-AIR WELDED IN PLACE

4"

COPING CAP TERMINATION ISOMETRIC

SCALE� NTS

METAL COPING CAP

END CAP

(E) PRECAST WALL,

WITHOUT COPING CAP,

WHERE OCCUR.

4"

TERMINATION

STRIP

APPROVED

SEALANT (TOOLED)

A902

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

STAIR CAGE ENLARGED PLAN

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

TOP OF METAL COPING

ROOF FINISH

SURFACE

ATTACHMENT, SEE SECTION A

GALVANIZED

METAL SCREEN

(E) PRECAST

CONC. WALL

SECTION A

B

18'-6"

TOP OF (E) PARAPET

STAIR CAGE

FRAME PER

STRUCTURAL

STAIR CAGE

18'-6"

T.O. (E) PARAPET

ELEVATION - A

PLAN

7'-6"

STAIR CAGE FRAME

PER STRUCTURAL

STAIR CAGE DOOR

GALV. METAL ROOF

MATCH (E) SLOPE

STAIR CAGE DOOR

SECTION - B

GALV. METAL ROOF

MATCH (E) SLOPE

A

B

ELEVATION - B

DN

GALVANIZED

METAL SCREEN

BEYOND

(E) PRECAST

CONC. WALL

SECTION - C

C

(E) PRECAST

WALL BEYOND

REMOVE AND REINSTALL

STAIR CAGE FRAME PER

STRUCTURAL

(E) STAIR

(E) CONC.

DECK

T.O. (E) WALL

VERIFY

(N) CMU WALL

EXTENSION ,

ALIGN / FLUSH W/

T.O. (E) PARAPET

SEE DET.

A904

17'-1"

T.O CONC. SLAB

(E) STAIR C12

STRINGER

(E) METAL

GRATING

(E) ROOF

STRUCTURE

(E) CMU WALL

PVC ROOF

MEMBRANE

GUARDRAIL

BEYOND

(E) HANDRAIL

TO REMAIN

(E) HANDRAIL

TO REMAIN

18'-6"

T.O. (E) PARAPET

A

1.8 2

1.8 2

1.8 2 A

2 1.8

A

MECHANICAL BIRD DETERRENT CAGE ENLARGED PLAN

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

ROOF FINISH

SURFACE

GALVANIZED

METAL SCREEN

(E) PRECAST

CONC. WALL

B

BIRD CAGE

T.O. (E) PARAPET

T.O. (E) PARAPET

ELEVATION - A

PLAN

CAGE FRAME

PER STRUCTURAL

CAGE DOOR

GALV. SHEET METAL ROOF

MATCH (E) SLOPE

MECH BIRD CAGE DOOR

SECTION - B

A

MECH UNIT

LADDER

OPEN

PARAPET

14'-0" (VERIFY)

(E) FRAME

B

STAIR

PLAN

A

B

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

(E) PRECAST CONCRETE WALL TO REMAIN

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

(E) CONCRETE WALL

T.O.(E) CONC. DECK

AT LOW ROOF

GUN POST

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

(E) CATWALK

C

D

1 1.8

1 1.8

(E) GUN POST

TO REMAIN.

A900

GUN POST

(E) STRUCTURAL

SUPPORT FRAMING

TO REMAIN

18'-6"

T.O.(E) PRECAST CONC.

WALL

TERMINATION

STRIP AT (E)

COPING,

SEE DETAIL

(N) VERTICAL FULLY

ADHERED FLASHING

TERMINATION STRIP AT COPING

SCALE: 3'-0" = 1'-0"

(E) PARAPET

(E) GSM COPING CAP

(N) CONT CAULKING, TYP.

(N) 22 GA GSM

COUNTER FLASHING

CONT. ALUMINUM TERMINATION

BAR W/ FASTENER

KEEP (E) VERTICAL MEMBRANE

IF EXISTS. OVERLAP NEW

MEMBRANE FLASHING WITH

CONT. TERMINATION BAR.

A903

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

2ND LEVEL / ROOF BIRD DETERRENT ENLARGED PLAN

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

GALVANIZED

METAL SCREEN

(E) PRECAST

CONC.WALL

BIRD CAGE

T.O. (E) PARAPET

PLAN

MECH BIRD CAGE DOOR

MECH UNIT

LADDER

OPEN

PARAPET

14'-0" (VERIFY)

(E) FRAME

12'-0 1/2"17'-4 5/8" 10'-4"

VERIFY

(E) PRECAST

CONC.WALL

RE-USE AND OR REPLACE

(E) BIRD SCREEN FABRIC AS REQUIRED.

T.O. (E) PRECAST PANEL

RE-USE AND OR REPLACE

(E) METAL FRAME

(E) FRAME TO REMAIN,

FABRICS TO BE REMOVED

AND REINSTALL OR

REPLACED AS REQUIRED.

(E) PLATFORM TO REMAIN.

REMOVE AND REINSTALL

PARTIAL PLATFORM MESH AS

REQUIRED FOR NEW ROOF

MEMBRANE, FLASHING AND

METAL COPING INSTALLATION.

2ND LEVEL / ROOF BIRD DETERRENT SECTION

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

RAILING

MATCH (E)

24"

FIXED METAL LADDER

SCALE: 1" = 1'-0"

PLAN

A - ELEVATION

1-1/2" Ø GALVANIZED

STEEL PIPE HANDRAIL

FLASHING,

SEE DETAIL

(N) 6X6X14" STEEL PLATE

W/ 3/8" X 1-5/8" HILTI

KWIKEZ SCREW ANCHOR

(4 PER PLATE), TYP.

2" DIA

STUD PIPE

(E) CONCRETE DECK

(N) PVC ROOF

ASSEMBLY,

SEE DETAIL

3'-0"

B - SECTION

12"

RE-USE (E)

METAL GRATING

LANDING

RE-USE (E)

C5 x 9 STRINGER

RE-USE (E)

METAL GRATING

LANDING

2'-0"

STAIR CAGE ON CMU WALL/CURB EXTENSION

SCALE: 3" = 1'-0"

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900

(N) 22 GA GALV. S.M.

COPING CAP, SEE DETAIL

A902

(E) PRECAST CONCRETE

WALL TO REMAIN

(E) CONC. PLANK

(E) CONC.

TOPPING SLAB

TOP OF (E) DECK

REINSTALL (E) STAIR CAGE

(N) CMU WALL EXTENSION

HSS FRAME, S.S.D.

A904

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

MAIN ROOF AND OVERFLOW DRAIN

SCALE: 3" = 1'-0"

MATCH (E) VERIFY IN FIELD

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900

(E) LIGHT WEIGHT CONCRETE DECK

(N) 12" Ø PRIMARY ROOF DRAIN,

COATED CAST IRON (ZURN Z121 OR

EQ.)

SECURE (N) PVC ROOF MEMBRANE

REINSTALLED (E) DRAIN

(E) RAIN WATER LEADER

(N) 12" Ø ROOF

OVERFLOWDRAIN W/ 2"

DAM, COATED CAST IRON

(ZURN Z121 OREQ.)

1'-6"6"

NOTES:

1. (N) 22 GA. GALV. S.M. COPING & REGLETS TO

BE PAINTED. COLORS TO MATCH EXISTING.

3. SOLDER ALL JOINTS.

SCUPPER AT LOWER ROOF-EXISTING

SCALE: 3" = 1'-0"

(N) HEAT WELDED LAPS

PERMANUFACTURER

REQUIREMENTS

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900(N) HEXAGON HEAD,

SLOTTED DRIVE, SELF-TAPPING

CONCRETE SCREW

W/ 1-1/2" MIN EMBED.,

@ 24" O.C., TYP.

(N) BACKER ROD AIR SEAL

ON ALL FOUR FLANGES

(N) ADHESIVE COLD APPLIED MEMBRANE

(N) 22 GA GALV. S.M. COPING CAP, SEE DETAIL

A902

(E) PRECAST CONCRETE

WALL TO REMAIN

(E) CONCRETE PLANK W/

CONCRETE TOPPING

18'-6"

T.O. (E) PRECAST

CONCRETE WALL

(E) SCUPPER

8"

1'-0"

(N) SCUPPER S.S.D.

ELEVATION - A

(E) CONC. PLANK

(E) CONC.

TOPPING SLAB

TOP OF (E) DECK

LONG SECTION

S501

(N) OVERFLOW

SCUPPER

10"4"

A

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL

PITCH POCKET

SCALE: 3" = 1'-0"

FLASHING, HOT-AIR WELDED

16 GA METAL PITCH PAN

FASTENED W/ SMS @ 4" O.C.

PENETRATIONS

INSULATION

SECURELY

FASTENED VAPOR

RETARDER

NON-SHRINK GROUT

2" MIN

SEALANT

POCKET FILLER

(E)CONCRETE

ROOF DECK

LARGE PITCH POCKET

SCALE: 3" = 1'-0"

NOTES:

1. REMOVE ALL EXISTING FLASHING, LEAD, ETC. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSUALATION, ETC.

2. POURABLE SEALER MOUNTED TO SHED WATER (MINIMUM DEPTH OF 2", REMAINDER OF POCKET MAY BE FILLED W/ NON-SHRINKING GROUT).

3. WHEN OUTSIDE DIAMETER OF PIPE EXCEEDS 18", ADDITIONAL FIELD MEMBRANE SECUREMENT REQUIRED.

4. DO NOT USE WHEN SERVICE TEMP EXCEEDS 180°F. REFER TO DETAIL X/A9.0

4" V.I.F.

(N) PVC ROOFING ASSEMBLY, SEE DETAIL

(N) 18 GA. METAL PENETRATION POCKET,

TYP.

A900

(N) 3/8"Ø EXPANSION ANCHOR W/ 2" MIN.

EMBED., TYP.

(N) POURABLE SEALER PITCH POCKET

(N) SURFACE MOUNTED COUNTER-FLASHING

FASTENED@ 8" O.C., MIN.

(N) NON-SHRINKING GROUT, TYP.

(E) ROOF DECK

(N) TERMINATION BAR FASTENED @ 8" O.C.,

TYP.

(N) BUTYL TAPE

#12 HEX HEAD SCREWS W/ INTEGRAL

NEOPRENE WASHERS, TYP.

(N) BUTYL TAPE

(E) PIPE, TYP.

4"

V.I.F.

(N) CONTINUOUS BEAD OF AP OR HIGH GRADE SEALANT

(N) MULTI-PURPOSE PVC TAPE

(N) REGLET FASTENED AT 8" O.C. W/ GROMETTED

FASTENERS

(N) PVC FLASHING,

ADHERED TO (E)

PARAPET. HEAT

WELD TO ROOFING

MEMBRANE.

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL 4

A900

(E) PRECAST CONCRETE WALL

TERMINATION STRIP

SCALE: 3" = 1'-0"

A

METAL COPING CAP

TERMINATION STRIP W/

APPROVED SEALANT

(TOOLED)

A

B

(N) REGLET FASTENED AT

8" O.C.W/ GROMETTED

FASTENERS W/

MULTI-PURPOSE PVC TAPE

CONTINUOUS BEAD

(E) PRECAST

CONCRETE

WALL

(N) PVC ROOFING

ASSEMBLY,

SEE DETAIL

A905

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

TOP OF (E) PRECAST WALL

PARAPET AT LOW ROOF AT RIDGE OF CRICKET

SCALE: 3'-0" = 1'-0"

GRID

TOP OF (E) CONCRETE DECK

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

(N) 22 GA GALV. S.M.

COPING CAP, SEE DETAIL

A902

(E) CONC. PLANK

(E) CONC.

TOPPING SLAB

(E) PRECAST CONCRETE WALL

TOP OF (N) CRICKET RIDGE

A900

(N) PVC ROOFING

ASSEMBLY, SEE DETAIL

A900

(N) TOP OF CRICKET

(E) METAL ROOF DECK

WATER HEATER ON CURB

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

(E) CONCRETE CURB

(N) CURB

EXTENSION,

WHERE NEEDED.

(E) WATER HEATER TANK

MOUNTING DETAIL

ENLARGEMENT, SEE DETAIL

WATER HEATER MOUNTING

SCALE: 3'-0" = 1'-0"

A900

(E) CONCRETE CURB

(N) PVC FLASHING TO WRAP

OVER PARAPET.

(N) PVC MEMBRANE ROOF

ASSEMBLY, SEE DETAIL

(E) ROOF DECK

(E) WATER HEATER TANK LEG

(N) HEAD LAG BOLT W/

INTEGRAL NEOPRENE

WASHERS.

APPLY WATERPROOFING COATING

TO ENTIRE SADDLE W/ LIQUIGUARD

WPM301 OR EQUIVALENT.

(N) METAL CAP FLASHING

(N) CUEB EXTENSION

WHERE NEEDED, SDD.

S501

(N) 22 GA G.S.M. COPING CAP.

(N) CONT. CAULKING TYP.

(N) PVC FLASHING TO WRAP

OVER PARAPET.

METAL COPING ON CONCRETE CURB

SCALE: 3'-0" = 1'-0"

(E) CONCRET CURB

METAL CLEAT, 24 GA MIN

TOP OF (N) PVC

MEMBRANE ROOFING

WATER HEATER ON CURB - ELEVATION

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

(E) CONCRETE CURB

(N) HSS 8X8 COLUMN STUB

(E) WATER HEATER TANK

(N) FLASHING CAP

TRIM METAL CAP FLASHING

LIP AT SADDLE AND SEAL., TYP.

A906

D E T A

IL

S

SHEET NUMBER

V1V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

1/4 2-18

PERIMETER

OF CAGE

(E) STAIR CAGE

CMU WALL

EXTENSION PER 6

S501

(E) PRECAST CONC

WALL PER PLAN

HSS PER PLAN

L3x3x1/4 EA SIDE T&B w/ 5/8"ØSS HILTI KB-TZ2 w/ 3 1/4" EMBED (4 TOTAL)

1/4

HSS TO HSS

CONT HSS6x3x1/4

PER PLAN

'-0

'-0

M A X

CLR

1/2"

1/4

TYP L

TO HSS;

3 SIDES

M A X

1/4 2-18

PERIMETER

OF CAGE

(E) STAIR CAGE

(E) PRECAST CONC

WALL PER PLANHSS PER PLAN

L3x3x1/4 EA SIDE T&B w/ 5/8"ØSS HILTI KB-TZ2 w/ 3 1/4" EMBED (4 TOTAL)

1/4

HSS TO HSS

CONT HSS12x3x1/4

PER PLAN

M A X

'-0

M A X

CLR

1/2"

1/4

TYP L

TO HSS;

3 SIDES

(E) MTL GRATING

(E) C12 STRINGER

(E) GUARD RAIL AND

POST TO BE REMOVED,

SEE ARCH

REMOVE AND

REINSTALL (E)

STAIR CAGE

(E) PRECAST

CONC WALL TO

REMAIN IN PLACE

(E) PRECAST

CONC WALL TO

REMAIN IN PLACE

(E) CHANNEL TO

REMAIN IN PLACE

(E) CHANNEL TO

REMAIN IN PLACE

(E) POST AND RAILS

(E) GRATING TO BE

REMOVED AND

REINSTALLED

PER

REMOVE AND

REINSTALL FOR ACCESS

TO NEW ROOFING

WORK; SEE NOTES

ON

(E) TUBE STEEL

S301

S301

NOTES:

1. INSPECT ALL STEEL FOR CORROSION

2. WHERE CORROSION REDUCES STEEL THICKNESS BY 10% OR GREATER, REPLACE

MEMBER WITH NEW LIKE-SIZES MEMBER.

3. WHERE CORROSION REDUCES GRATING THICKNESS BY 10% OR GREATER, REPLACE

WITH LIKE-KIND GRATING. SPLICE OVER FRAMING MEMBERS AND ATTACH WITH

1/2"x3/4" FILET WELD AT 12"CC AT ALL BEARINGS.

NEW HSS TUBE AS

REQD SEE NOTE 2

BELOW

(E) GRATING

1/8

(E) GRATING

TO NEW

HSS TUBE

1/2" @

12"CC

3/16

(E) TUBE STEEL TO BE REMOVED

AND REINSTALLED FOR ACCESS

TO NEW ROOFING WORK;SEE

NOTES BELOW

(E) CHANNEL TO REMAIN

IN PLACE

3/16 1

AT EA

BEARING

TYP

PLAN VIEW

S

S TA TE OF CAL I FOR N I A

STRUCTURAL

R

EFORP

DERETSIGE

SI N

ENGINEER

O AL

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PA

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OF CAL I FORN

I A

A rc h ite ct s, I n c.

H

IB

SE

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A M

A U C H I n d S tr ee t, S u ite

D a vi s, C

A

.7

.1 o ff ic e

.7

.4 fa x

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

916 443 0303

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT

AUTHORIZE OR APPROVE ANY OMISSION OR

DEVIATION FROM THE APPLICABLE REGULATIONS.

TRACKING NUMBER:___________________

DATE:____________________________

REVIEWER:_________________________

APPROVAL

F

IN

A L

D R

A W

IN

G

S

SHEET NUMBER

ST

AT

E O

F

CA

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THORP

No. 2990

/9

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SSSS333300001 111

SECTION

S301

1" = 1'-0" A Drafting 4

SECTION

S301

1" = 1'-0"B Drafting 8 SECTION

S301

1" = 1'-0"C Drafting 9

SECTION

S301

1" = 1'-0"D Drafting 10

DETAIL

S301

1/2" = 1'-0"1 Drafting 12

S

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MMMMMMMM TM. TTTM TTM OOOOOOODODDDD

THORP

No 2990

08/24/2023

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

NUMBEBEEBER:___________ _____ ___ ______________________

DOWEL #4 BARS

INTO (E) CONC

CENTER SAWCUT

WITH (E) BM BELOW

(N) 3500 PSI LW CONC,

DEPTH TO MATCH EXISTING

(N) #4 @ 18"CC EA WAY

(N) 16GA DECK, DEPTH

TO MATCH EXISTING

PUDDLE WELD TO EVERY

LOW FLUTE @ 12"CC

(E) CONC TO BE

REMOVED TO CREATE

(N) OPENING

DRILL 1 1/2"Ø MAX

HOLE EA CORNER

PRIOR TO CHIPPING

SAWCUT EDGES CHIP

REMAINING AND REMOVE

REMAINING WEDGES,

DO NOT OVERCUT

(E) PRECAST CONC

WALL TO REMAIN

OPENING

SAWCUT OPENING IN EXISTING WALL

NOTE:

OPENING TO BE MAX 8"x18" @ SCUPPERS AND MAX 14"x25" @ ACCESS PANEL

#5 HORIZ BAR

S E E P

L A N

(E) PRE-CAST CONCRETE

WALL PER PLAN

EPOXY DOWELS

w/ HILTI HIT-HY 200

FOR CONTROL JOINT SEE

CMU TO MATCH WALL

THICKNESS w/ #5 VERTS @

8"CC TYP GROUT ALL CELLS

NOTE:

CONTRACTOR TO AVOID REBAR

IN (E) PRECAST WALL

3"

SAWCUT OR BUILD UP GROUT

BED AT TOP OF (E) CONC WALL

TO CREATE LEVEL SURFACE

S501w A R

C H

V E R

IF

Y

E M

B E D

4" 4"

VERTICAL BARS

CLEAR SPACE OR

COMPRESSABLE

MATERIAL IN JOINT

CL WCJ

SEE NOTES

CMU WALL GROUT

ALL CELLS

PREFORMED JOINT

FILLER

BACKING ROD AND

JOINT SEALANT

NOTE:

LOCATE CONTROL JOINTS IN ALIGNMENT WITH (E) WALL CONTROL JOINTS

PER 6/S501

M

A X

IN

X

2" PL1/2x2x0'-4"

PL1/2x4x1'-3" w/ 3/4"Ø

HOLES FOR ANCHOR

ON 12 GA STEEL OR

EQUIVALENT

NOTES:

1. EXPOSED STEEL SHALL BE HOT DIP GALVANIZED.

2. ALL ANCHORS SHALL BE 5/8"ØSS HILTI KWIK BOLT

TZ2 w/ 3 1/4" EMBED, (2 PER BRACKET)

3. FOR 5/8"Ø ANCHORS TEST TO 60#-FT TORQUE.

4. BUSH HAMMER CONC FLAT AT ANCHOR POINT.

1 1/2"Ø STD PIPE

RAILS, SEE ARCH

HSS2.500x0.250

POST @ 6'-0" MAX

1/4

M

IN

.1 1/2"

" 4

1 1/2"1'-0"

1/4

TYP

(E) PRECAST CONC

WALL PER PLAN

CMU WALL EXTENSION

PER

S501

3" 1'-0"

A

A

(E) PRECAST CONC WALL

DRILL & EPOXY (5) #4 DOWELS

w/ 3" EMBED @ (E) PRECAST

CONC WALL

(3) #4 BARS @ 3"CC

CONC SCUPPER

VERIFY w/ ARCH

1'-0"

(E) PRECAST CONC WALL

SCUPPER OPNG PER

S501

SECTION A-A

6"

TYP

1"

EQ EQ

CL PIPE

T Y P

E Q

E Q

C L P

IP

E

PIPE POST

3/16

SECTION A-A

(4) 3/8"Ø HILTI KB-TZ2

w/ 2"EMBED

A A

(E) CONC o/ MTL DECK

STEEL TUBE 1 1/2x1 1/2x10GA

1/8

TUBE TO

TUBE TYP

STEEL GRATING,

SEE ARCH

STEEL TUBE 1 1/2x3x10GA

1/8

TUBE TO

PIPE TYP

M

IN1

1 1/4"Ø STD PIPE

POST, SEE ARCH

3/16

PIPE TO

PL TYP

PL1/4x2 1/2"Ø

BASE PL8x8x1/4;

1/6"OVERSIZED

HOLE TYP

BASE PL8x8x1/4;

1/6"OVERSIZED

HOLE TYP

1 1/2"Ø STD PIPE

POST, SEE ARCH

/2

/2

3/16

PL TO PL;

(3) SIDES

BENT PL1/4x4" LONG

(E) PIPE

OUTSIDE Ø+1"

(E P

IP

E O

U T S

ID

E Ø

M A X

/2

BENT PL1/4x3"x0'-8"x4"

LONG LLV

(2) 3/8"Ø HILTI KB-TZ2 SS

w/ 2" EMBED (E) CONC WALL

6" MIN

SECTION A-A

M

A X

C L E P

IP

E

A

A

(2) 3/8"Ø HILTI KB-TZ2 SS

w/ 2" EMBED

(E) CONC WALL

(E) PIPE

PIPE SUPPORT @

10'-0" CC MAX

2" 2"

(E) CONC CURB

#4 HORIZ BAR

E M

B E D

IN

C L R

/2

(E) WATER

HEATER LEG

3/4" CHAMFER TYP

CURB EXTENSION

WHERE NEEDED FOR

ROOFING MINIMUMS

(E) COND o/ MTL DECK

1/4

PL TO PL;

TYP

#4 VERT @ 12"CC w/ STD

HOOK; EPOXY DOWELS

w/ HILTI HIT-HY200

2" 10"

1/4

PL TO PL;

TYP

PL1/2x3x0'-6" EA SIDE OF LEG w/ (2) 3/4"Ø A307 BOLTS

MATCH IN FIELD SPACING

(E) WATER HEATER LEG

PL1/2x12x1'-2"

PL1/2x12x1'-2" EA SIDE OF CURB w/ (2) 3/4"Ø

THRU BOLTS

S

S TA TE OF CAL I FOR N I A

STRUCTURAL

R

EFORP

DERETSI

GE

SI N

ENGINEER

O AL

D E

PA

R T M E N T

O F

CO

RRE

CT IONS AND

REHA

B

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IT

A T

IO

N

S T

A T E

OF CAL I F

OR

N

I A

A rc h ite ct s, I n c.

H

IB

SE

R Y

A M

A U C H I n d S tr ee t, S u ite

D a vi s, C

A

.7

.1 o ff ic e

.7

.4 fa x

600 Q STREET, SUITE 200

SACRAMENTO, CA 95811

916 443 0303

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT

AUTHORIZE OR APPROVE ANY OMISSION OR

DEVIATION FROM THE APPLICABLE REGULATIONS.

TRACKING NUMBER:___________________

DATE:____________________________

REVIEWER:_________________________

APPROVAL

F

IN

A L D

R A W

IN

SHEET NUMBER

TA

TE

O

F C A

LI

FO

R

N

IA

D E P A R

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M. TODD

THORP

No. 2990

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S

S501

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

TYPICAL DETAILS

DETAIL

S501

1" = 1'-0"1

CONCRETE DETERIORATION REPAIR

DETAIL

S501

3" = 1'-0"5 329SD012 - Sawcut Opening in (e) Slab or (e) Wall

DETAIL

S501

1" = 1'-0" 6 Drafting 1

DETAIL

S501

1" = 1'-0"7 Drafting 2

DETAIL

S501

1" = 1'-0"3 Drafting 5

DETAIL

S501

1" = 1'-0"4 Drafting 3

DETAIL

S501

1" = 1'-0"9 Drafting 6

DETAIL

S501

1" = 1'-0"2 Drafting 11

DETAIL

S501

1" = 1'-0"10 Drafting 14

S

R

EFOROOPR

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M. TODD

THORP

N 2990

09/15/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

NG NUMBER:_________ ___

WER:________________________________________________________________________ ____________________________________________________________________

(E)RIGID INSUL.

(E) ROOF CURB

(E)DUCT

EXTEND UP &

OVER CURB.

(N)ROOF

(E) ANCHOR

WHERE (E)DIMENSION IS LESS THEN 10" PROVIDE

NEW CURBADAPTOR EXTENSION

(E)CURB

(E)BACKDRAFT DAMPER, FIELD VERIFY IF

THE DAMPER EXISTS, CLEAN AND

LUBRICATE WHERE THE DAMPER EXISTS

CONTINUOUS "VULKEM"

SEALANT ALL AROUND

PERIMETER

(N)14GA CURB ADAPTOR EXTENSION FOR EACH FAN.

CONTRACTOR FABRICATED. CORNERS WELDED

CONTINUOUSLY. HEIGHT TO BE COORDINATED IN FIELD TO

MAINTAIN A MIN 10" TO CURB HEIGHT.

REINSTALLED EXH FAN

MIN 10"

(N) ROOF INSULATION

THICKNESS VARIES

NOTES:

1. EXTEND (E)DUCT AND CONNECT TO RAISED (E)FAN

AS NECESSARY

2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP

W/ NEW CURBADAPTOR.

3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY

WELDED 14GA GALV EQUAL TO THYBAR OR

MICROMETAL. FIELD COORDINATE ALL EXISTING

DIMENSIONS AND INSULATION THICKNESS ATEACH

LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS.

(FIELD FABRICATED EXTENSIONS ARE ACCEPTABLE

WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).

(E)CONCRETE OVER

METAL DECK

22 GA COUNTER

FLASHING

4" SMS, 2 EA SIDE, 8

TOTAL

CONTINUOUS SEALANT ALL

AROUND PERIMETER

(N)14" SMS W/ RUBBER WASHER,

(2)EACH SIDE, (8)TOTAL

8" MIN

(N) 4 BAND NO HUB HUSKY

SD2000 CLAMP, HEAVY DUTY.

(E) VENT PIPE

10"MIN

CUT PIPE TO KEEP BAND

CLAMP COUPLING

CONCEALED

(N) INSULATION

EXTENSION CAST IRON

PIPE, SIZE TO MATCH (E)

ROOFING FLEXIBLE BOOT

SEALANT

BAND CLAMP

ROOF WELDED JOINT BY

ROOFING CONTRACTOR

PER MFG

RECOMMENDATION

NOTES:

1. CONTRACTOR TO INSPECT AND REPAIR

THE VENTSTACK THATARE DAMAGED OR

SEPARATED AT JOINT IN ATTIC BELOW

ROOF

(N)VENT CAP, "SMITH" 1748,

MATCH VENT SIZE

(N) VENT PIPE,

MATCHING (E)SIZE

B-LINE B3373 RISER

CLAMP (E)CONCRETE OVER

METAL DECK

FINISHED ROOF

SET SUPPORT ON CLEAN LAYER

OF SINGLE PLY ROOFING

MATERIAL.

B-LINE "DBE" DURA BLOK

ROOFTOP CHANNEL SUPPORT

W/ (2)12"ROD AND SUPPORT

CHANNEL. MAX SUPPORT

SPACING 6'-0". SUPPORT SHALL

BE WITHIN 12" OF ELBLOWS.

"DB" BURA BLOK (HEIGHT 5") IS

AN ACCEPTABLE ALTERNATIVE

WHEN PROPER PIPING SLOPE

CAN BE MAINTAINED.

ADJUSTABLE HEIGHT

STRUT MOUNTED CUSHION

PIPE CLAMP W/ BOLT, NUT &

WASHER

PIPE - SEE PLANS

FOR SIZE AND DUTY.

SEE SPECS FOR

INSULATION.

"THY" CURB MODEL TEMS-2 14 GA. GALV. ALL WELDED CONSTRUCTION. VERIFY

EXACT HEIGHT OF INSULATION TO MAINTAIN A MIN OF 8" FROM FINISHED ROOF TO

TOP OF RAIL. APPROXIMATE HEIGHT OF CURB IS 12"~16".

RAIL CAP BY CURB MANUFACTURER

SEAL BASE OF

RAIL W/MASTIC

4" SMS (MIN OF 3 SCREWS

TOTAL, PROVIDE MIN OF 1

SCREW WITHIN 8" ON EACH

SIDE OF EACH PIPE.

14 GA GALV. CAP BY CURB MANUFACTURE

"B-LINE" B-22 12GA

GALVANIZED CHANNEL

"B-LINE" GALVANIZED PIPE CLAMP

WITH BOLT, NUTS AND WASHER

EXTEND (N) ROOFING UP & OVER CURB

8" MIN

SET SCREW IN SEALANT (BELOW

CHANNEL) AND SEAL HEAD OF

LAG WITH PROSEAL 1024

PIPE W/ OR W/O

INSULATION. SEE PLANS

FOR SIZE AND DUTY

CALCIUM SILICATE SHIELD

ROOF

INSULATION

NOTES:

1. REFER TO GENERAL PIPE SUPPORT

SCHEDULE ON FOR MAX DISTANCE

BETWEEN SUPPORTS.

2. CURB CAN ALSO BE USED FOR CONDUIT

SUPPORT. SEE ELECTRICAL DRAWINGS

FOR MAX SUPPORTSPACING

REQUIREMENT.

3. PROVIDE SUPPORT WITHING 18" OF

ELBOWS.

2" HILTI KB-TZ2, MIN

2" EMBEDMENT,

(3)PER SIDE,

(6)TOTAL

NOMINAL PIPE SIZE

2"

4"-1"

4" AND LARGER

MAXIMUM SPACING

6'-0"

8'-0"

10'-0"

HORIZONTAL COPPER PIPE

NOMINAL PIPE SIZE MAXIMUM SPACING

NOTES:

1. PROVIDE MEANS OF PREVENTING DISSIMILAR METAL CONTACT

SUCH AS FELT OR NON ADHESIVE ISOLATION TAPE.

GALVANIZED FELTISOLATORS SIZED FOR COPPER

TUBING MAY ALSO BE USED, TOLCO FIG.83.

GENERAL NOTES:

1. SEE TABLE BELOW FOR GENERAL PIPE SUPPORT SPACING.

GENERAL PIPE SUPPORT SCHEDULE

HORIZONTAL STEEL PIPE (GAS)

NOMINAL PIPE SIZE

2" - 1"

4"-1

2"

2" AND LARGER

MAXIMUM SPACING

8'-0"

10'-0"

10'-0"

HORIZONTAL STEEL PIPE

2" - 1"

4"-1

2"

2" AND LARGER

6'-0"

6'-0"

10'-0"

HORIZONTAL CAST IRON PIPE

NOMINAL PIPE SIZE MAXIMUM SPACING

2" - 6" EVERY OTHER JOINT UNLESS

OVER 4 FT, THEN SUPPORT

WITHIN EACH JOINT (SUPPORT

WITHIN 18" OF JOINT). SUPPORT

SPACING IS 7'O.C. MAX.

ROOFING INSULATION

(N)SINGLE PLY ROOF UP CURB

(E)AC CURB.

NOTES:

1. EXTEND (E)DUCT AND PROVIDE (N)OFFSET FITTINGS. SIZE AND GAUGE OF (N)DUCT AND FITTINGS

MATCH (E).

2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP W/ NEW CURB ADAPTOR.

3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY WELDED 14GA GALV EQUAL TO THYBAR OR

MICROMETAL. FIELD COORDINATE ALL EXISTING DIMENSIONS AND INSULATION THICKNESS AT EACH

LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS. (FIELD FABRICATED EXTENSIONS ARE

ACCEPTABLE WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).

20 GA GALV.

COUNTER FLASHING

PROVIDE RIGID INSULATION

4" SMS W/ RUBBER WASHER (3

PER BRACKET)

ATTACH UNIT TO CURB WITH

MOUNTING BRACKETS. SECURE

WITH 1/4" SMS (3 MIN PER BRACKET)

REINSTALL (E) AC

INSULATION IS

BEING INCREASED

AND THEREFORE A

CURB ADAPTOR IS

BEING ADDED.

MIN 10"

(N)CURB ADAPTOR,

(EXTENSION) THYBAR,

"MICROMETAL" OR EQUAL,

14GA CONSTRUCTION, ALL

WELDED JOINTS, HEIGHT TO BE

UP TO 24" TO MAINTAIN MIN 10"

FROM FINISHED ROOF TOP.

(N)16GAX4"WIDE

MOUNTING BRACKET.

FIELD FABRICATE. 3 PER

LONG SIDE, 2 PER

SHORT SIDE, 10 TOTAL

#10 SMS @12" O.C. ALONG EACH

SIDE OF UNIT.

(E)ANCHORAGE

CONTINUOUS SEALANT

ALL AROUND PERIMETER

(E)CONCRETE OVER METAL DECK

2"

TYP.

4" MIN.

(N) S.S. DRAWBAND, TYP.

(N) SEALANT, TYP. (SAD)

(N) SM. RAIN COLLAR, TYP.

PIPE

(N) PVC 60MIL FLASHING (SAD)

(N) LAP OR LIQUID SEALANT PER MFR. REQ'S. (SAD)

(N) PVC ROOFING ASSEMBLY, SEE

ARCHITECTURAL DRAWING (SAD)

EXTEND (E) PIPE TO MIN 12" ABOVE ROOF

FINISH MEMBRANE.

INSULATION WHERE OCCURS PER SPECS.

WHERE PIPING IS REQUIRED TO

BE INSULATE PROVIDE AP

ARMAFLEX CLOSED CELL

INSULATION W/ ALUMINUM

JACKET (PIPING WITHIN 6" OF

ROOF)

NEGATIVE PRESSURE

U TRAP OR

V TRAP

PIPE SIZE MATCH (E)

CLEAN OUT,

REMOVEABLE

SCREWED CAP.

PIPING SLOPE

TO

APPROVED

TERMINATION

POINT

SEE TRAP DETAIL ABOVE

N

NEGATIVE PRESSURE TRAP - DRAW THRU CONFIGURATION

N= NEGATIVE FAN PRESSURE (" W.C.)

H= N+ (1" MINIMUM)

H/2

H

H/2

FAN OFF FAN ON

1" MINIMUM

N=TSP

(E)AC OR AHU

NOTES:

1. REFER TO SPECIFICATION FOR DRAIN TRAP

AND PIPING REQUIREMENT.

2. STATIC PRESSURE TO BE TESTED. WITH

STATIC PRESSURE KNOWN, VERIFY EXISTING

CONDENSATE TRAP CONFIGURATION MEETS

SPECIFIED CONFIGURATION OR REPLACE WITH

NEW.

ROOFING INSULATION

(N)SINGLE PLY ROOF UP CURB

(E)AC CURB.

NOTES:

1. EXTEND (E)DUCT AND PROVIDE (N)OFFSET FITTINGS. SIZE AND GAUGE OF (N)DUCT AND FITTINGS

MATCH (E).

2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP W/ NEW CURB ADAPTOR.

3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY WELDED 14GA GALV EQUAL TO THYBAR OR

MICROMETAL. FIELD COORDINATE ALL EXISTING DIMENSIONS AND INSULATION THICKNESS AT EACH

LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS. (FIELD FABRICATED EXTENSIONS ARE

ACCEPTABLE WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).

20 GA GALV.

COUNTER FLASHING

PROVIDE RIGID INSULATION

4" SMS 12"O.C.

INSULATION IS

BEING INCREASED

AND THEREFORE A

CURB ADAPTOR IS

BEING ADDED.

MIN 10"

(N)CURB ADAPTOR,

(EXTENSION) THYBAR,

"MICROMETAL" OR EQUAL,

14GA CONSTRUCTION, ALL

WELDED JOINTS, HEIGHT TO BE

UP TO 24" TO MAINTAIN MIN 10"

FROM FINISHED ROOF TOP.

#10 SMS @12" O.C. ALONG EACH

SIDE OF UNIT.

(E)ANCHORAGE

CONTINUOUS SEALANT

ALL AROUND PERIMETER

(E)CONCRETE OVER METAL DECK

(E)AHU, TO BE

RAISED

SEALANT

#8 FASTENERS

@ MAX 16" O.C.

3"x3"x1/4" ANGLE x 3" LONG EA. ANCHOR

POINT @ 24"O.C.

FLEXIBLE CONNECTION

UNION

NOTE: PAINT ALL EXPOSED GAS COMPONENTS GRAY.

CGA OR AGA APPROVED

6" DIRT LEG

SEE PLANS FOR SIZE

RUNOUT TO FURNACE SECTION

MAY BE REDUCED TO SIZE TO

(E)GAS REGULATOR, TO BE

REUSED. IF NOT IN GOOD

CONDITION, REPLACE W/ (N)

(N)GAS VALVE. SIZE TO MATCH

PIPE FEEDING UNIT, TYP.

MATCH (E) CONNECTION SIZE

GAS PIPING CONNECT TO

2ND CONNECTION ON AHU,

PROVIDE SAME

CONFIGURATION AS 1ST

CONNECTION SHOWING ON

DETAIL.

FOR AHU ONLY. AC UNITS

AND WATER HEATERS DO

NOT HAVE 2ND

CONNECTION.

NOTES:

1. THIS DETAIL IS USED FOR CONDENSATE

DRAIN PIPING ONLY. OTHER PIPE SUPPORT

SEE DETAIL D/MP501.

Project Engineer:

U R L E YT M E C H A N IC A L

E N G I N E E R I N G

G R O U P, I N C.& ASSOCIATES

(916) 325-1065

FAX: (916) 325-1075

Email: office@turleymech.com

2431 Capitol Avenue Sacramento, CA 95816

Project Manager:

GYang

Job Number:

Project Drafter: Login:

Plot Date: Aug 25, 2023 - 4:07pm

22107-PH1JT

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M E C

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B

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IL

S

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

(E)11

4"CD, REUSE AS

MUCH AS FEASIBLE.

(E)CD

(E)SOLENOID VALVE,

TO BE REUSED

(E)MPG

(N)SOV

(E)CW FOR EVAP

COOLER, REUSE AS

MUCH AS FEASIBLE.

REPLACE, SEE

(E)GAS REGULATOR,

TO BE REUSED,

SEE H

MP501

NOTE:

WHEN (E)AHU'S ARE REINSTALLED, RECONNECT (E)G, CW, CD AND DISCHARGE DRAIN

TO UNIT, PROVIDE (N)SOV'S, OFFSET AND EXTENSIONS WHERE NECESSARY. SIZE TO

MATCH (E)

FIELD VERIFY AND RECORD ACTUAL PIPE CONNECTION FOR EACH AHU ON EACH

BUILDING.

(N)SOV (N)SOV

I

MP501

ROOFING INSULATION

(N)SINGLE PLY ROOF UP CURB

24 GAUGE

FLASHING

(N)EXTENDED DUCT

(E)RIGID INSULATION

(E)DUCT CURB.

16 GA. ANGLE 2½"x1½"

CONTINUOUS

POLYURETHANE

SEALANT#8 SMS (MIN) @

MAX 4"OC

(N)SELF-ADEHERED,

FLEX-FLASHING

UNDERLAYMENT

#10 SMS @ 6"OC ALL AROUND

(E)DUCT

4" SMS, 12"O.C., MIN

(2)EACH SIDE, MIN

(8)TOTAL

(N)14" SMS. 12"O.C.,

MIN (2)EACH SIDE,

MIN (8)TOTAL

NOTES:

1. EXTEND (E)DUCT AND PROVIDE (N)OFFSET FITTINGS. SIZE AND

GAUGE OF (N)DUCT AND FITTINGS MATCH (E)

2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP W/ NEW CURB

ADAPTOR.

MIN 10"

RIGID INSULATION

(POLYISOCYANURATE)

MIN 11

2" THICK

(E)CONCRETE OVER METAL

DECK

APPROXIMATE POC

(N) CURB EXTENSION 14 GA CONTRACTOR

FABRICATED W/ WELDED JOINTS OR

MANUFACTURED BY THY BAR OR MICROMETAL.

ALL DIMENSIONS VERIFIED IN FIELD TO MATCH

WITH EXISTING CONDITIONS.

(E)ANCHORAGE

(N)CURB

(N)PVC FLASHING

EXTEND UP ON CURB

(N)PVC FLASHING

MATERIAL AROUND PIPE

PIPE CLAMP

SEALANT ALL AROUND

PERIMETER

(N)ICW, SIZE MATCH (E)

PIPE THRU CURB

(E)CONCRETE OVER

METAL DECK

(N)INSULATION

(N)FINISHED ROOF

(E)CURB

(N)CURB ADAPTOR

(E)EXHAUST FAN,

MOUNTING DETAIL SEE

CURB HEIGHT REFER

TO THIS DETAIL

A

MP501

(E)ICW

(N)ICW

POC

(N)ICW THRU CURB

Project Engineer:

U R L E YT M E C H A N IC A L

E N G I N E E R I N G

G R O U P, I N C.& ASSOCIATES

(916) 325-1065

FAX: (916) 325-1075

Email: office@turleymech.com

2431 Capitol Avenue Sacramento, CA 95816

Project Manager:

GYang

Job Number:

Project Drafter: Login:

Plot Date: Aug 25, 2023 - 4:07pm

22107-PH1JT

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MP502

M E C

H A N

IC

A L P

L U M

B

IN

G D

E T A

IL

S

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

(E)SCUPPER OPENING

(E)SCUPPER CONDUCTOR

(E)DRAIN PIPE(E)PIPE THRU ROOF (E)PIPE SUPPORT

(E)COLD WATER

PIPE

(E)PIPE THRU ROOF

(E)COLD WATER

PIPE

(E)GAS PIPE (E)PIPE SUPPORT

(E)GAS REGULATOR

(E)DUCTWORK

(E)DUCT THRU ROOF

(E)PIPE ENTERS CURB

(E)GAS UTR (E)HW/HWR, UTR (E)CW, UTR

Project Engineer:

U R L E YT M E C H A N IC A L

E N G I N E E R I N G

G R O U P, I N C.& ASSOCIATES

(916) 325-1065

FAX: (916) 325-1075

Email: office@turleymech.com

2431 Capitol Avenue

Sacramento, CA 95816

Project Manager:

GYang

Job Number:

Project Drafter: Login:

Plot Date: Aug 25, 2023 - 4:07pm

22107-PH1JT

JT

SHEET NUMBER

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MP801

M E C

H A N

IC

A L P

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B

IN

G P

H O

T O

S

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

Project Engineer:

U R L E YT M E C H A N IC A L

E N G I N E E R I N G

G R O U P, I N C.& ASSOCIATES

(916) 325-1065

FAX: (916) 325-1075

Email: office@turleymech.com

2431 Capitol Avenue Sacramento, CA 95816

Project Manager:

GYang

Job Number:

Project Drafter: Login:

Plot Date: Aug 25, 2023 - 4:07pm

22107-PH1JT

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MP802

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OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002

NO SCALE

MULTIPLE CONDUIT PENETRATION DETAIL1

E9.001

NO SCALE

CONDUIT ON ROOF DETAIL2

E9.001

SET RUBBER BLOCKING TO

EXISTING ROOF DECK

RIGID CONDUIT PER PLAN

B-LINE DURA-BLOCK RUBBER

CHANNEL CONDUIT SUPPORT

AND BOLTS, CATALOG DB SERIES.

CONCRETE OVER

METAL DECK

SINGLE PLY ROOFING.

EXTEND UP CURB

TYPICAL- UNISTRUT

PIPE CLAMP 10'-0"

O.C. MAXIMUM.

CONDUIT FASTENING AND SUPPORT:

1. RIGID METAL CONDUIT SHALL BE SECURELY FASTENED WITHIN

3'-0" OF EACH OUTLET BOX, JUNCTION BOX, DEVICE BOX, CABINET,

CONDUIT BODY, OR OTHER CONDUIT TERMINATION.

2. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING

10'-0".

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.1

Electrical Engineers Lighting Designers

100 Howe Ave., Suite 235N

Sacramento, CA 95825-8217

PROJECT #:

www.mneilsengineering.com

Tel: (916) 923-4400

PROJECT MGR: Stuart LinGsa\

21318.21

08/29/2023

R E P L A C E R

O O

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IN

E9.001

L E C

T R

IC

A L D

E T A

IL

S

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/10/23

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

23-0002