no. 1 · 1) room 11-47 women’s locker - added access control to locker entry location. 2) room...

NO. 1

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: M.I.S.D. POLICE & TECHNOLOGY FACITLITY RENOVATION

CLIENT NAME: MANSFIELD ISD

LOCATION: MASNFIELD, Texas

PROJECT NUMBER: 1721-16-01

PROPOSAL DATE: 1/22/2019 2 PM

ADDENDUM DATE: Thursday, January 17, 2019

For additional information regarding this project, contact Chris Hysaw with Pogue

Construction at 972.529.9401.

THIS ADDENDUM INCLUDES:

COVER PAGE (1) One 8.5x11 Page

Architectural Items (2) Two 8.5x11 Pages and (2) Two 30x42 Sheets

Technology Items (1) One 8.5x11 Pages and (4) 30x42 Sheets

TOTAL: (4) Four 8.5x11 and (6) 30x42 Sheets= (10)

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

06/15/1601/17/2019

Project Name: MISD POLICE AND TECHNOLOGY FACILITY RENOVATION

Client: Mansfield ISD

Mansfield, Texas

Project Number: 1721-13-03

Architectural Items For

Addendum No. 1

Page 1 of 1

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 1 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had

been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary

data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and

supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal

form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

GENERAL:

AD No 1, Arch. Item 1:

1) QUESTIONS FROM PROPOSERS PER THE ATTACHED: RESPONSES AS GIVEN

DRAWINGS:

AD No 1, Arch. Item 2: To the Drawings, Sheet A3.1, “DOOR SCHEDULE AND CONFIGURATIONS”

1) Revise Doors with access control per attached

AD No 1, Arch. Item 3: To the Drawings, Sheet A7.1, “ROOF PLANS & DETAILS”

1) REVISE Keyed Notes per attached

2) REVISE TYPICAL ROOF NOTES

END OF ARCHITECTURAL ADDENDUM

06/15/1601/17/2019

Project Name: M.I.S.D. POLICE & TECHNOLOGY FACILITY RENOVATION Client: Mansfield ISD Mansfield, Texas Project Number: 1721-16-01

Technology Items for Addendum No. 1

Page 1 of 1

TECHNOLOGY ITEMS FOR ADDENDUM NO. 1 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it

had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take

precedence. B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications

and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

DRAWINGS: AD No 1, Tech. Item 1: To the Drawings, Sheet TD1.1, “DEMOLITION FLOOR PLAN - POLICE AND

TECHNOLOGY,” 1) Added sheet in its entirety.

AD No 1, Tech. Item 2: To the Drawings, Sheet T1.1, “FLOOR PLAN - POLICE & TECHNOLOGY,” 1) Room 11-47 Women’s Locker - Added access control to locker entry location.

2) Room 11-52 Men’s Locker - Added access control to locker entry location.

3) Room 11-76 Men’s Locker – Added access control to locker entry location.

AD No 1, Tech. Item 3: To the Drawings, Sheet T5.2, “ACCESS CONTROL SYSTEM - DOOR TYPES "A",” 1) Added sheet in its entirety.

AD No 1, Tech. Item 4: To the Drawings, Sheet T5.3, “ACCESS CONTROL SYSTEM - DOOR TYPES "B",”

1) Added sheet in its entirety.

AD No 1, Tech. Item 5: To the Drawings, Sheet T6.1, “SECURITY SCHEDULES,”

1) Updated access control schedule for locker room doors.

END OF TECHNOLOGY ADDENDUM

01-15-19

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DOOR FRAME MATERIALS

AL - ALUMINUM AS SCHEDULED AND SPECIFIED

HM - HOLLOW METAL AS SCHEDULED AND SPECIFIED

DOOR MATERIALS

AL - ALUMINUM AS SCHEDULED AND SPECIFIED

HM - HOLLOW METAL AS SCHEDULED AND SPECIFIED

SC - SOLID CORE WOOD AS SCHEDULED AND SPECIFIED

CL - VINYL-COATED CHAIN LINK

DMF - DECORATIVE METAL FENCING

GLAZING LEGEND

CTG - CLEAR TEMPERED GLASS

FRG - FIRE RATED GLASS

GIT - GREY INSULATED TEMPERED GLASS (U = .29, SHGC = .23)

ISG - INSULATED SPANDREL GLASS (U = .29, SHGC 0)

LTSG - LAMINATED TEMPERED SAFETY GLASS

IBG - INTERIOR BUTT GLASS (PER G.A.N.A. REQ)

EBG - EXTERIOR BUTT GLASS (U = 5.09, SHGC = .33)

MIP - METAL INSULATED PANEL

CAG - 1/2" THICK CLEAR ANNEALED GLASS W/ STRUCTURALLY APPLIED SAFETY AND SECURITY FILM SYSTEM

1.) ALL GLAZING IS 1/4" THICK (U.N.O.). INSULATED GLASS SHALL CONSIST OF AN EXTERIOR LAYER OF GLASS, TINTED AS SPECIFIED, AN INTERIOR LAYER OF CLEAR GLASS, FACTORY SEALED WITH A 1/2" AIR SPACE. WHERE TEMPERED GLASS IS SPECIFIED, BOTH LAYERS OF INSULATED GLASS SHALL BE TEMPERED.

2.) ANY WINDOW OR GLAZING PANELS LOCATED AT A INTERSTITIAL SPACE OR NOT READILY VISIBLE SHALL HAVE SPANDREL GLASS INSTALLED, REGARDLESS OF ANY NOTATION ELSEWHERE.

DOOR ASSEMBLY NOTES

DEFAULT DOORS

IF A DOOR ASSEMBLY APPEARS ON THE FLOOR PLANS BUT IS NOT IDENTIFIED BY A SCHEDULE NUMBER, THE DOOR SHALL BE INCLUDED IN THE BID AS LISTED BELOW. THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT TO DETERMINE WHAT THE ACTUAL DOOR AND FRAME TYPE AND HARDWARE REQUIREMENTS WILL BE. ADJUSTMENTS IN CONTRACT PRICE WILL BE BASED ON THE DIFFERENCE BETWEEN ACTUAL REQUIREMENTS AND THE DEFAULT DOOR VALUE.

THE DEFAULT EXTERIOR DOOR SHALL BE A TYPE "HM-FL" (SINGLE OR PAIR PER PLAN) IN A TYPE "B" FRAME WITH DEFAULT HARDWARE PER SPECIFICATIONS AND FRAME DETAILING PER TYPICAL DETAILS FOR EXTERIOR DOORS.

THE DEFAULT INTERIOR DOOR SHALL BE A TYPE "SC-FL" (SINGLE OR PAIR PER PLAN) IN A TYPE "B" FRAME WITH DEFAULT HARDWARE PER SPECIFICATIONS AND FRAME DETAILING PER TYPICAL DETAILS FOR INTERIOR DOORS.

TYPICAL NOTES

A) DOOR TYPES ARE INDICATED AS A MATERIAL-CONFIGURATION CODE. THE MATERIAL CODE DESIGNATES MATERIALS AND FINISHES AS SPECIFIED. REFER TO SPECIAL NOTES FOR NON-TYPICAL FINISHES. THE CONFIGURATION CODE REFERS TO TYPICAL OR SPECIAL CONFIGURATIONS AS DRAWN.

B) DOOR ASSEMBLIES ARE NUMBERED BY ASSEMBLY. MULTIPLE SETS OF DOORS MAY OCCUR IN THE SAME FRAME ASSEMBLY (REFER TO SCHEDULE AND PLAN FOR QUANTITY). DOORS MAY OCCUR IN PAIRS (REFER TO SCHEDULE AND PLAN FOR INCIDENCE).

C) FRAME CONFIGURATION IS DIAGRAMMATIC AND NOMINAL. DIMENSIONS SHALL BE ADJUSTED TO ACCOMMODATE DOOR SIZES AS SCHEDULED. WITHIN ANY HOLLOW METALASSEMBLY, THE WIDTH OF SIDELITES SHALL BE EQUAL AND SHALL NOT EXCEED 3'-0" U.N.O.

D) ALTERNATE FINISHES CAN SOMETIMES HAVE AN IMPACT ON DETAILING (E.G. HALF OR OFFSET SADDLES EMPLOYED IN LIEU OF STANDARD SADDLES WHEN ADJACENT TO THICKER FLOOR FINISHES SUCH AS TERRAZZO OR QUARRY TILE). COORDINATE DETAILS WITH FINAL FINISH SELECTIONS.

E) GLAZED FRAMES ASSOCIATED WITH 20-MINUTE OR 45-MINUTE FIRE-RATED DOORS SHALL BE RATED 1-HOUR. GLAZED FRAMES ASSOCIATED WITH 90-MINUTE FIRE-RATED DOORS SHALL BE RATED 2-HOUR. GLAZING MUST MEET CODE REQUIREMENTS, INCLUDING SIZE LIMITATIONS, IN FIRE-RATED FRAMES.

F) PROVIDE 2x BLOCKING @ MTL STUD WALLS FOR WALL MOUNTED ITEMS LIKE; WALL STOPS, HOLD OPENS ETC.

G) REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR ALUMINUM FRAME LOCATIONS.

SCHEDULE ABBREVIATIONS

TEM - TYP EXT MASONRY DETAIL - HM

TEMA- TYP EXT MASONRY DETAIL - ALUM

TICF - TYP EXT INSUL CONC FORMS - HM

TICFA - TYP EXT INSUL CONC FORMS - ALUM

TIM - TYP INTERIOR MASONRY DETAIL - HM

TIMA - TYP INTERIOR MASONRY DETAIL - ALUM

TDW - TYP DRYWALL PARTITION DETAIL - HM

TDWA- TYP DRYWALL PARTITION DETAIL - ALUM

HO - DOOR HOLD OPEN (MAGNETIC OR MANUAL -SEE

SPECIAL NOTES FOR MORE INFO)

TH - THRESHOLD

SEC - SECURITY CONTACTS (REF. ELEC. AND TECH.)

OH - DENOTES OPPOSITE HAND CONFIGURATION

DOOR CONFIGURATIONS - HOLLOW METAL FRAMES

FLFLUSH DOOR NO GLAZING

NLNARROW LITE

4"

4" 4"

4"

6" 8"

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& C

1

EQ/T.I.M. A3.1

/T.I.M.A3.1

/T.I.M.A3.1

/1A3.1

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN DRYWALL SHALL CONFORM TO THESE DETAILS

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

VERIFY WALL THICKNESS TO DETERMINE FRAME SIZES.

ONE OR TWO LAYERS OF GYP. BD. EA. SIDE

OF MTL. STUDS

H.M. FRAME AS SCHED.

3 1/2" BATT INSUL.

CERAMIC TILE WHEN IT OCCURS

PROVIDE 3 MTL STUDS AT EACH JAMB

CONT. SEALANT AT CERAMIC TILE

PROVIDE 3 JAMB ANCHORS @ EA JAMB.

ONE OR TWO LAYERS OF GYP. BD. EA. SIDE OF MTL. STUDS


TYP. DOOR/WDW HEAD DETAIL TYP. DOOR/WDW JAMB DETAIL

H.M. FRAME

ONE OR TWO LAYERS OF GYP BD

EA SIDE OF CFMF STUDS

3 1/2" BATT INSUL.

TYP. WINDOW SILL DETAIL

2X WOOD BLOCKING WHERE ALUM. FRAME OCCURS -REF. PLAN

W.T.

FRAME DEPTH = W.T. + 1 1/8"

2"

WALL THICKNESSREF. FLOOR PLAN

H.M. FRAME

SLOPEWELD MTL. PLATE TOFRAME. GRINDSMOOTH FINISH TOCODE 104.

KITCHENOFFICE

2"

FRAME DEPTH = W.T. + 1 1/8"

TYPICAL DRYWALL DETAILS (T.D.W.)

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN INTERIOR MASONRY SHALL CONFORM TO THESE DETAILS

LINTEL AS SCHED. - REF.

STRUCT.

CONCRETE MASONRY UNIT

(CMU) - VERIFY DIM. PER PLAN

CONT. SEALANT EACH SIDE

H.M. FRAME AS SCHED. FILL SOLID

W/ GROUT

REF. STRUCT. FOR REINF.

JAMB ANCHOR (3 PER JAMB)

TYP. DOOR/WDW HEAD DETAIL TYP. DOOR/WDW JAMB DETAIL



TYP. DOOR/WDW SILL DETAIL

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

SNAP-IN OR WELD-IN ANCHOR AT 3'-0"

O.C. BY H.M. MANUF. BED EACH ANCHOR IN GROUT

SNAP-IN OR WELD-IN ANCHOR AT 3'-0" O.C. BY H.M. MANUF. BED EACH ANCHOR IN GROUT



SLOPE

WELD MTL. PLATE TO FRAME. GRIND SMOOTH FINISH TO CODE 104.

OFFICE KITCHEN

SIM. CONDITION

6 3/4" @ 6" CMU

8 3/4" @ 8" CMU

*HM FRAME MAX WIDTH 8 3/4" FOR 12" CMU OR DOUBLE WYTHE, SET TO ONE SIDE

TYPICAL INTERIOR MASONRY DETAILS (T.I.M.)

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN INTERIOR MASONRY SHALL CONFORM TO THESE DETAILS

LINTEL AS SCHED. - REF.

STRUCT.

CONCRETE MASONRY UNIT

(CMU) - VERIFY DIM. PER PLAN

CONT SEALANT EA SIDE

ALUM DOOR FRAME


PROVIDE 3 ANCHORS PER

JAMB MIN

TYP DOOR/WDW HEAD DETAIL TYP DOOR/WDW JAMB DETAIL


TYP DOOR/WDW SILL DETAIL

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

OFFICE

1"

WINDOW CONDITION

EASE EDGE BOTH SIDES

ALUM WINDOW AS

SCHED.

CORR

TYPICAL INTERIOR MASONRY ALUM DETAILS (T.I.M.A.)

ASPHALT MASTIC TERMINATOR

CONCRETE MASONRY UNIT (CMU) - VERIFY DIM. PER PLAN

CONT. SEALANT EA. SIDE

H.M. FRAME AS SCHED. FILL SOLID W/ MORTAR.

WRAP STL. LINEL W/ METAL FLASHING. FORM

1/2" DRIP EDGE AS DETAILED.

WEEPS @ 2'-0" O.C. TYP. PROVIDE 2 WEEPS PER OPENING MINIMUM.

FACE BRICK OR ACMU AT HEAD TO BE RUNNING BOND, SOLDIER, OR

AS NOTED ON ELEV. AND DTLS.

MORTAR DROPPING COLLECTION SYSTEM

SELF-ADH. FLASHING. FORM END DAMS.

WEATHER BARRIER

TYP. EXT. MAS. DOOR HEAD DETAIL

H.M. FRAME AS SCHED. -FILL SOLID W/MORTAR

JAMB ANCHOR (3 PER JAMB)

CONT. SEALANT EA. SIDE


CONCRETE MASONRY UNIT (CMU) - VERIFY DIM. PER PLAN

CONT. SEALANT - EA. SIDE

FILL COLLAR JOINT W/ MORTAR

FACE BRICK OR CMU -REF. FLOOR PLAN

WEATHER BARRIER

2" CONT RIGID INSUL R-10

2" CONT RIGID INSUL R-10

TYP. EXT. MAS. DOOR JAMB DETAIL

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

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN EXTERIOR MASONRY SHALL CONFORM TO THESE DETAILS

TERMINATION BAR

DRIP FLASHING DETAIL3" = 1'-0"

SELF-ADH. FLASHING

CONT. SEALANT

PLA

TE

TH

ICK

NE

SS

1/2"

2"

1"

1/8"

1"

8 3/4"

2" T

YP @

WDW

S &

TRAN

SOM

S

4" T

YP @

DRS

BENT PLATE LINTEL BOLTED TO CMU WALL- REF STRUCT

CMU LINTEL AS SCHED -REF STRUCT

CONT STL GUSSET PLATE

CONT BENT STL ANGLE 2 1/2"x4 1/2" 12 GA GALV @ DOOR ONLY

FLUID APPLIED FLASHING

FLUID APPLIED FLASHING

TYPICAL EXTERIOR MASONRY DETAILS (T.E.M.)

1/2"

MA

X.

1/2"

MA

X.

COMPRESSED FOAM ROD W/ CONT. BED OF SEALANT

TYP. FOR ALUM OR HOLLOW METAL

ALUMINUM THRESHOLD (SET IN FULL BED OF MASTIC)

S.S. ANCHOR @ 8" O.C.

DOOR BOT. SEAL.

DOOR AS SCHED.

ALTERNATE THRESHOLD

THICK FLOOR FINISH ( Q.T. TERRAZZO,

WALK-OFF MAT OR OTHER )

WHERE DIFFERENCE IN THICKNESS OF FLOOR FINISHES ON OPPOSITE SIDES OF THE THRESHOLD EXCEEDS 1/4" PROVIDE HALF SADDLE.

FLOOR FIN AS SCHED

F.F.

SEALANT EA. SIDE

SHIM AS REQ'D.

SLOPE @ EXT. ONLY

BACKER ROD

3/8"

1 1/

2"

HM SUB-SILL (.090) SET IN FULL BED OF MASTIC. (AT EXTERIOR

ONLY)

SCREW APPLIED STL. STOP

GLAZING AS SCHED.

EXPANSION ANCHOR @ 1'-4" O.C. COUNTERSINK, FILL AND GRIND SMOOTH AND FLUSH.

STL. CRUSH SLEEVE AT EACH ANCHOR


EXTERIOR

1/2"

SCREW APPLIED STL. STOP

WALL LINE - REF. PLAN

GLAZING AS SCHED.

HM FRAME

MASONRY TEE ANCHOR - 3 PER JAMB, IF MASONRY CONST

FILL SOLID W/ GROUT

SEALANT AS SPEC'D,CONT. EA. SIDE

3/8" 2"

8 3/

4"

WEATHER BARRIER TO LAP ONTO INSIDE FACE OF OPENING

1

2

2

3

FLASHING TO LAP ONTO INSIDE FACE, ENSURE

CHEMICAL COMPATIBILITY

CONST SEQUENCE

WEATHER BARRIER TO LAP ONTO INSIDE FACE OF OPENING

FLUID APPLIED FLASHING (BY W.B. MANUF) TO LAP ONTO SLAB , ENSURE SLAB IS CLEAN & DRY

DOOR FRAME

3"

EDGE OF SLAB & BRICK LEDGE

Sheet No.Job No.

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A3.1

DOOR SCHEDULE AND

CONFIGURATIONS

01.04.2019

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A3 - DOOR SCHEDULE

DOOR DESCRIPTION FRAME DESCRIPTION

NOTESMark FIRE RATE DOOR TYPE Width Height Glazing TH. H.O. SEC. TYPE FR TYPE FR DEPTH

11.13 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REMOVE PAINT, PREP TO SSPC-SP3 AND REFINISH ALL MTL ELEMENTS OF DOOR & FRAME






























11.55 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" INSTALL DOOR STRIKE AND LOCKSET FOR DISTRICT




11.74 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" INSTALL NEW HOLD OPEN HARDWARE

11.75 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" INSTALL NEW HOLD OPEN HARDWARE


11.90 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REPLACE HINGES / CLOSER / KICK PLATE HARDWARE

11.91 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REPLACE DOOR PANEL / REPLACE HARDWARE / CONT. HINGE


11.101 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 10 3/4" REPLACE DOOR HARDWARE AND MEGNETIC DELAY / REMOVE PAINT, PREP TO SSPC-SPC ANDREFINISH ALL MTL ELEMENTST OF DOOR & FRAME

11.102 SC-NL 3' - 0" 7' - 0" HM-D-P C1 6 3/4" NEW DOOR AND HARDWARE



11.106 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REMOVE AND REUSE DOOR PANEL. FLIP TO MATCH FLOOR PLAN. REMOVE AND REUSE DOORHARDWARE.

11.107 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REPLACE DOOR PANEL / RETAIN HARDWARE / REMOVE PAINT, PREP TO SSPC-SP3 & REFINISHFRAME / PREP FOR NEW ACCESS CONTROL

11.108 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REPLACE DOOR PANEL / RETAIN HARDWARE / REMOVE PAINT, PREP TO SSPC-SP3 & REFINISHFRAME / PREP FOR NEW ACCESS CONTROL

11.112 SC-FL 3' - 0" 7' - 0" HM-D B2 6 3/4" NEW DOOR AND HARDWARE

11.113 SC-FL 3' - 0" 7' - 0" HM-D B2 6 3/4" NEW DOOR AND HARDWARE. PROVIDE ACCESS CONTROL TO THIS OPENING

11.115 SC-NL 3' - 0" 7' - 0" HM-D B1 6 3/4" REUSE EXISTING OFFICE DOOR AND HARDWARE


11.127 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" RETRACTION BOLT TO MATCH EXISTING EXTERIOR SECURITY DOORS. PROVIDE ACCESSCONTROL TO THIS OPENING

11.130 EXIST 3' - 0" 7' - 0" EXIST HM-D EXIST 6 3/4" REPLACE DOOR PANEL / RETAIN HARDWARE / REMOVE PAINT, PREP TO SSPC-SP3 & REFINISHFRAME

1/4" = 1'-0"AA3 - HM DOOR FRAME A

1/4" = 1'-0"BA3 - HM DOOR FRAME B

1/4" = 1'-0"CA3 - HM DOOR TYPE C

6" = 1'-0"1TYP THRESHOLDS

3" = 1'-0"2DOOR AND WINDOW DETAIL - SILL

3" = 1'-0"3DOOR AND WINDOW DETAIL - JAMB

1/2" = 1'-0"4TYP FLASHING AT WALL OPENINGS

1 1/2" = 1'-0"5FLASHING AT DOOR SILL

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Addendum#1

1

1

06/15/1601/17/2019

TYPICAL ROOF NOTES

1) PROVIDE AND INSTALL FLEXIBLE SHEET ROOFING SYSTEM, WITH RIGID INSULATION AS SPECIFIED. REFER TO SPECIFICATIONS FOR ATTACHMENT REQUIREMENTS FOR ROOF INSULATION BOARD. REFER TO SPECIFICATIONS AND STRUCTURAL DRAWINGS FOR DESCRIPTION OF UNDERLYING STEEL DECK.

2) PROVIDE PERLITE TAPERED INSULATION AS SHOWN ON THE DRAWINGS. TAPERED INSULATION SHALL BE INSTALLED TO PROVIDE TWO PERCENT (1/4" PER FOOT) MINIMUM SLOPE IN ANY ROOF PLANE AND ONE PERCENT (1/8" PER FOOT) MINIMUM SLOPE DOWN VALLEYS TOWARD ROOF DRAINS.

3) EXPANSION JOINT COVERS SHALL BE AS SHOWN ON TYPICAL ROOF DETAILS. EXPANSION JOINT COVERS SHALL BE INSTALLED WHERE INDICATED ON PLANS AND IN FULL ACCORDANCE WITH CONVENTIONAL ROOFING AND SHEET METAL PRACTICES. ALL EXPANSION JOINT COVERS AND END CLOSURES AT FLEXIBLE SHEET ROOF SHALL BE 24 GA. G.I. (REFER TO EXPANSION JOINT DETAILS AND ROOFING PLAN FOR LOCATION).

4) REF. TO PLUMBING DRAWINGS FOR ROOF DRAIN SIZING & LEADER INFORMATION. INSULATE THE EXPOSED ROOF DRAIN PIPING AND ROOF DRAIN BODY PER CODE. EXTEND DOWNSPOUTS THROUGH CHASES INTO UNDERGROUND COLLECTION SYSTEM WHERE APPLICABLE. REFER TO MECH AND CIVIL DRAWINGS FOR EXTENSION, OR TURN DOWNSPOUTS INSIDE CHASE & OUT ON TO CONCRETE WALK OR SPLASHBLOCK (REF. TYP. DET.) USE BRASS NOZZLES WHERE EMPTYING ONTO CONCRETE MOWSTRIP OR SPLASH BLOCK. IF ROOF DRAINS CONFLICT WITH STRUCTURAL, MOVE AS DIRECTED, BUT MAKE ALL WALL PENETRATIONS AS SHOWN. REFER TO PLUMBING & CIVIL

5. ROOFING CONTRACTOR SHALL PROVIDE & INSTALL ALL FLASHINGS, COUNTERFLASHINGS, EXPANSION JOINT COVERS, & GUTTERS. ROOFING CONTRACTOR SHALL INSTALL ROOF DRAINS AND FLASHINGS & COUNTER FLASHING CALLED FOR ON ALL MECHANICAL EQUIPMENT. ALL ROOF FLASHINGS AND COUNTERFLASHINGS SHALL BE MIN. 24 GA. G.I. WHEN CONCEALED FROM VIEW AND MIN. 24 GA. PRE-FINISHED GALV. METAL WHEN EXPOSED TO VIEW. SCUPPERS SHALL BE PRE-FINISHED GALV. METAL. WITH COATINGS AS INDICATED.

6) SEE MECHANICAL AND ELECTRICAL SHEETS FOR VENTS, GAS LINES, A/C UNITS, EXHAUST FANS, ETC.

7) REFER TO STRUCTURAL DRAWINGS FOR ROOF MOUNTING FRAME SUPPORT DETAILS.

8) GENERAL CONTRACTOR SHALL COORDINATE ROOFING, PLUMBING, AND MECHANICAL CONTRACTOR ON ALL WORK.

9) COUNTERFLASHINGS SHALL BE MIN. 24 GA. G.I. WHERE FLEXIBLE SHEET ROOF SLOPES AT WALL LINE. SLOPE FLASHINGS AS DIRECTED BY ARCHITECT AND LAP JOINTS 3" MINIMUM IN A WATERTIGHT CONDITION.

10) ALL WOOD MATERIALS INCLUDED IN THE ROOF OR PARAPET ASSEMBLY, INCLUDING CURBS, BLOCKING, AND NAILERS SHALL BE PRESERVATIVE-TREATED WITH APPROPRIATE FASTENERS.

11) WOOD NAILER FASTENING: FASTENER PER FACTORY MUTUAL SYSTEM, LOSS PREVENTION DATA 1-49.

12) WOOD BLOCKING TO METAL DECK: ATTACH NAILER TO THE METAL DECK WITH TWO ROWS OF NO. 10 GALVANIZED STEEL METAL SCREWS AT 24" O.C. MAX, OR PER MANUFACTURER'S RECOMMENDED SPACING. PROVIDE A GALVANIZED STEEL WASHER (5/8" O.D.) AT EACH SCREW. TOP NAILER PLATE SHALL BE FASTENED TO BOTTOM NAILER PLATE WITH NAILS LONG ENOUGH TO PENETRATE 1 1/4" INTO BOTTOM NAILER AND SPACED 24" STAGGERED IN TWO ROWS. SPACING SHALL NOT EXCEED 12" FOR A MINIMUM OF 8' - 0" EACH WAY FROM AN OUTSIDE CORNER. WITHDRAWAL RESISTANCE SHALL BE 100 LBS. PER NAIL MINIMUM.

13) ALL CURBS (FOR MECHANICAL EQUIPMENT, EXPANSION JOINTS, ETC.) SHALL PROVIDE A MINIMUM OF 8" FLASHING HEIGHT ABOVE FINISH ROOF LEVEL AT ALL CONDITIONS, INCLUDING ABOVE CRICKETS.

14) ALL WORK SHALL BE COMPLETED SO AS TO PRODUCE A 100 PERCENT WATERTIGHT CONDITION FOR THE LIFE OF THE ROOF WARRANTY.

1

1

1

MEME

ME

ME

ME

ME

ME/G

ME

DS

DS

DS

DS

DS

RDRDRDRDRDRD

EJ

SLO

PE

SLO

PE

FLEXIBLE SHEET ROOF SYSTEM

FLEXIBLE SHEET ROOF SYSTEM

NEW RTU. REF. MECH

RELOCATED UNITS. REF. MECH.

NEW TAPERED INSULATION CRICKETS BETWEEN ROOF DRAINS

NEW EXHAUST VENT. REF. MECH.

NEW EXHAUST VENT. REF. MECH.

MEME

ME

ME

ME

ME

ME/G

ME

DS

DS

DS

DS

DS

RDRDRDRDRDRD

R1

R2

R3

EJ

R3R2 R2

R2R2

R2

R3

R2R3R3R3R3

R3

R3

R3

R3R3R3

R3

R3

R3

R3 R3

R3

R4

R5 R5 R5 R5 R5

R5 R5

R5 R5

R5

R5

R5

R5

R5

R4

R4

R5

R4

PROTECTIVE PAD W/ 10" X 10" RECOMMENDED WALK TREAD - REMOVE ALL LOOSE AGGREGATE FROM AN AREA 10" SQ. FROM THE AREA DIRECTLY BELOW THE PIPESTAND- ADHERE WALK TREAD W/ PLASTIC ROOF CEMENT

FLEXIBLE SHEET ROOF MEMBRANE

CONDENSATE SUPPORT EQ. TO MAPA MS-1 - EA. PIPESTAND SPACING IS NOT TO EXCEED 10' CENTERS, SIZE OF PIPE SUPPORT SHALL BE COMPARABLE TO PIPE SIZE & AS REC. BY MANUF.

NOTE: INSTALL AS PER MANUF. INSTRUCTIONS -REM0VE SHIPPING TAPE FROM PILLOW BLOCK ROLLER PRIOR TO PIPE INSTALLATION - DO NOT EXCEED PILLOW BLOCK MANUFACTURE'S MAX. RECOMMENDED SPACING AND MAX. LOAD PER PILLOW BLOCK.

CONDENSATE PIPE -REF MECH DWGS

10"

5"

1/2" COVER BD ON 2 LAYERS OF POLYISO INSUL AS REQ'D TO = R-VALUE 25 MIN

NOTE: INSTALL AS PER MANUF. INSTRUCTIONS - REMOVE SHIPPING TAPE FROM PILLOW BLOCK ROLLER PRIUOR TO PIPE INSTALLATION - DO NOT EXCEED PILLOW BLOCK MANUFACTURER'S MAX. RECOMMENDED SPACING & MAX. LOAD PER PILLOW BLOCK.PIPESTAND - EA. PIPESTAND SPACING IS NOT TO EXCEED 10' CENTERS, SIZE OF PIPE SUPPORT SHALL BE COMPARABLE TO PIPE SIZE & AS REC. BY MANUF.

PROTECTIVE PAD W/ 12" x 12" RECOMMENDED WALK PAD FROM THE AREA DIRECTLY BELOW THE PIPESTAND - ADHERE WALK PAD W/ ADHESIVE COMPATABLE TO ROOFING MEMBRANE.


GAS PIPE - REF MECH DWGS.

1' - 0"

6"

1/2" COVER BD ON 2 LAYERS OF POLYISO INSUL AS REQ'D TO = R-VALUE 25 MIN

NOTE: CRICKET HIGH SIDE OF FAN, MIN. 1/2" PER FT.


TREATED WOOD BLOCKING

EXTEND FIELD PLIES ABOVE HEAD OF CANT

STRIP 4" MIN.

EXTEND BASE FLASHING OVER TOP

OF MTL. CURB

MTL. CURB .

NEOPRENE SEALER EXHAUST FAN . - REF MECH. DRAWINGS

EXHAUST DUCT - SEE PLANS FOR SIZES AND LOCATIONSSECURE FAN TO BASE

INSUL

FAN BASE TO SERVE AS COUNTERFLASHING

TERMINATION BAR -ATTACH @ 9" O.C. MAX.

MTL DECK

BACK DRAFT DAMPER

1' - 3

" MIN

1" PERLITE BD ON 2 LAYERS OF POLYISO INSUL AS REQ'D TO =

R-VALUE 25 MIN -MECH ATTACH &

OFFSET JT'S FROM INSUL JT'S BELOW

A7.1

6 Sim

MTL DECK

FLEXIBLE ROOF MEMBRANE

TERMINATION BAR -ATTACH 8" O.C. MAX

FAN BASE TO SERVE AS COUNTERFLASHING

SECURE FAN TO BASE INSUL

INSUL CURB

BACK DRAFT DAMPER

FLEXIBLE SHEET MEMBRANE BASE FLASHING (8" MIN HEIGHT)

1/2" COVER BD ON 2 LAYERS OF POLYISO INSUL AS REQ'D TO = R-VALUE 25 MIN - MECH ATTACH & OFFSET JT'S FROM INSUL JT'S BELOW

EXIST MTL DECK

EXISTING ROOF MEMBRANE

EXISTING ROOF CONST TO REMAIN AS IS

NEW MTL DECK, TO INFILL EXIST OPENING

PROVIDE ADDITIONAL STL FRAMING TO SUPPORT NEW METAL DECK 48" O.C. MAX. WELD TO EXITING OPENING FRAMING

EXIST OPENING FRAMING

PROVIDE NEW RIGID INSUL TO FLUSH W/ EXIST

PROVIDE PERLITE BD TO FLUSH W/ EXISTING

3' - 0"

MIN

3' - 0"

MIN

SPUD BACK ROOF & APPLY NEW ROOFING MEMBRANES PER MANUF REC.

EXIST MTL DECK

EXISTING ROOF MEMBRANE

WATER PROOF MEMB

EXIST CURB

EXISTING ROOF CONST TO REMAIN AS IS

EXIST COUNTERFLASHING

3/4" PLYWD

2x4 FRAMING @ 16" O.C.

2x6 EDGE FRAME

24 GA GALV METAL COVER

2 1/2" x 2 1/2" COLD ROLLED MTL ANGLE @ INTERIOR PERIMETER OF CURB

1" CONFORM MTL DECK

R-20 BATT INSUL

NOTE: REMOVE EXIST RTU / SKYLIGHT & OR ASSOCIATED DUCT WORK, THEN INSTALL NEW CAP

NOTES BY SYMBOL

ROOF

R1. VACUUM EXISTING GRAVEL. PREPARE ROOF FOR NEW ROOF SYSTEM. LOOSE GRAVEL MUST BE REMOVED PRIOR TO INSTALLING NEW ROOF SYSTEM.

R2. REMOVE EXISTING SHEET METAL COPING, COUNTERFLASHING, METAL EDGE, GUTTER, FASCIA, EXPANSION JOINT COVER, AND OTHER ROOF-RELATED SHEET METAL.

R3. ABANDONED CURB TO BE REMOVED. DEMO CURB AND FLASHINGS. FRAME OPENING WITH MATERIALS TO MATCH EXISTING AND INSTALL NEW ROOF DECKING TO MATCH EXISTING. REFER TO ROOF DETAILS.

R4. REMOVE EXISTING ROOF SYSTEM, SUBSTRATE, AND DECK. PREPARE FOR NEW CURB AND/OR EQUIPMENT. REF. MECH. AND STRUCT.

R5. REMOVE AND REPLACE WITH NEW SKYLIGHT LENS. LENS TO MATCH AiA INDUSTRIES HEATBLOCK 365 OR APPROVED EQUAL

1

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A7.1

ROOF PLANS & DETAILS

01.04.2019

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1/16" = 1'-0"1ROOF PLAN - POLICE AND TECHNOLOGY CENTER

1/16" = 1'-0"2ROOF PLAN - POLICE AND TECHNOLOGY CENTER

NO SCALE

KEY PLAN NORTH

POLICEAND

TECH.1

3" = 1'-0"3TYP CONDENSATE SUPPORT DETAIL

3" = 1'-0"4TYP GAS PIPE SUPPORT DETAIL

1" = 1'-0"5TYP EXHAUST FAN INSTALLATION DETAIL

3" = 1'-0"6SECTION B - TYP EXHAUST FAN MOUNTING CURB DET

3" = 1'-0"7INFILL @ EXIST BU ROOF OPENING

3" = 1'-0"8CAP OFF EXISTING CURB DET

Rev

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Dat

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11.16.19

Addendum#1

06/15/1601/17/2019

SHEET NOTES

REFERENCE SHEET TG1.1 AND AVG1.1 FOR ALL SYMBOLS AND PROJECT SPECIFIC NOTES.

KEYNOTE LEGEND(NOT ALL KEYNOTES MAY APPLY)

X

01. REMOVE ALL OF THE EXISTING ACCESS CONTROL WIRING FROM DOOR COMPONENTS BACK TO EXISTING PANEL NEAR DISPATCH. REFERENCE MASTER FLOOR PLAN FOR ACCESS CONTROL PANEL LOCATION.

02. RETAIN ALL WALL PLATES IN THIS AREA. COVER WITH PAINTERS TAPE TO PREVENT DUST OR PAINT FROM ENTERING THE DATA INSERTS.

03. EXISTING IDF ROOM SHALL REMAIN ACTIVE AT ALL TIMES. COORDINATE INTERUPTIONS IN POWER OR MECHANICAL SERVICES IN THIS AREA WITH DISTRICT TECHNOLOGY PRIOR TO SHUTTING OFF SERVICES.

04. REMOVE ALL DATA CABLING FROM THIS AREA FROM THE FACEPLATE TO IDF IF APPLICABLE.

02

01

02

02

03

04

02 TECHNOLOGY + SECURITY CONSULTING

800.685.6440

www.cruxsolutions.com

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject

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Copyright © 2019, Crux Technologyand Security Solutions, Inc.

Project No. AV DASECPDS

01-04-19

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DEMOLITION FLOOR PLAN -

POLICE & TECHNOLOGY

01-04-2019

1721-16-01

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JK-ALALD-HUC-1003-24

TD1.1 1/8" = 1'-0"

1 FLOOR PLAN - BUILDING - DEMOLITION

NO SCALE

KEY PLAN NORTH

POLICEAND

TECH.

123

45 6

7 8

9 1011

Rev

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101-15-19Addendum-01

1

SHEET NOTES

REFERENCE SHEET TG1.1 AND AVG1.1 FOR ALL SYMBOLS AND PROJECT SPECIFIC NOTES.

KEYNOTE LEGEND(NOT ALL KEYNOTES MAY APPLY)

X

01. MDF LOCATION - COORDINATE PLACEMENT OF NEW DATA WITH MISD TECHNOLOGY PRIOR TO FINAL ROUGH IN.

02. CONTRACTOR TO USE EXISTING OUTLET AND ADD TWO NEW DATA CABLES TO THE LOCATION. RETEST THE EXISTING TWO DATA CABLES BOTH PRIOR TO AND FOLLOWING THE INSTALLATION OF THE NEW CABLES.

03. THIS ROOM CONTAINS THE RADIO AND FIRE ALARM MONITORING SYSTEMS FOR THE DISTRICT. THIS ROOM MUST REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION PERIOD. COORDINATE ANY POSSIBILITY OF INTERUPTION WITH MISD PD PRIOR TO THE START OF WORK.

04. APPROXIMATE LOCATION OF S2 ACCESS CONTROL PANEL. CONTRACTOR SHALL REMOVE THE CABLING USED FOR THE CURRENT CARD READER AT DOOR 11.08, REPLACE WITH NEW CABLING USING EXISTING PATHWAYS AND RETURN ALL PROGRAMMING AT THIS DOOR BACK TO EXISTING STANDARDS. NEW DOOR LOCATIONS FOR LOCKER ROOMS SHALL ORIGINATE IN THIS ROOM. VERIFY PANEL CAPACITY PRIOR TO BID. PROVIDE NEW PANEL AS NEEDED FOR NEW READER LOCATIONS.

05. EXISTING DATA TO REMAIN IN THIS AREA. REMOVAL OF ANY DATA OR FACEPLATES FROM THIS AREA WILL REQUIRE A COMPLETE RE-TEST OF THE EXISTING DATA OUTLETS. CONTRACTOR SHALL PROTECT OUTLETS AND INSERTS FROM DUST CONTAMINATION WITH TAPE OVER EACH EXPOSED PORT.

SALLY PORT

11-92

PROCESSING

11-37ADLT. HOLD

11-38

ADLT. HOLD

11-39

INTERVIEW

11-40

INTREVIEW

11-41

JUV. HOLD

11-36

JUV. HOLD

11-35

JUV. HOLD

11-34

ARMORY

11-33

PD. OPERATIONS

11-27

EVIDENCE

11-32

OFFICE

11-30

STOR.

11-31

STOR.

11-29

OFFICE

11-28

CONFERENCE

11-25

STOR.

11-24

SECRETARY

11-89

STO.

11-93

STO.

11-94

OFFICE

11-18

OFFICE

11-21

STOR.

11-22

ELEC.

11-23

IDF

11-01

ELEC.

11-11

OFFICE

11-13

TRU. OFFICE

11-20

OFFICE

11-16

STO.

11-95

OFFICE

11-80B

STOR.

11-80C

STOR.

11-80A

SECRETARY

11-80

TECH. TRAINING

11-79

OFFICE

11-06

OFFICE

11-07

WOMEN

11-08

MEN

11-09

OFFICE

11-05

OFFICE

11-04

OFFICE

11-03

CONFERENCE

11-90LOUNGE

11-91

OFFICES

11-69

UTILITY

11-70

OFFICE

11-72

OFFICE

11-71

STOR.

11-67

OFFICE

11-64B

OFFICE

11-64C

LOBBY

11-64A

TRAINING

11-75

STO.

11-96

STO.

11-75A

STO.

11-75B

STO.

11-97

OFFICE

11-74

WOMENS LOCKER

11-47

LOCKER

11-48

MALE LOCKER

11-52

OFFICE

11-60

TOILET

11-63TOILET

11-59

PD. DISPATCH

11-57

STOR.

11-58

DATA

11-61

OFFICE

11-53

STO.

11-62

TOILET

11-98

JANITOR

11-99

COMP. LAB

11-50

TECH. / SERVER

11-54

TECH. / MECH.

11-55

OFFICE

11-56

OFFICE

11-82

WORKOUT

11-83

STOR.

11-84

STOR.

11-85A

STOR.

11-85

STOR.

11-86

TOILET

11-87 STOR.

11-88

GARAGE

11-81

NEW OFFICE

11-100

NEW OFFICE

11-101

NEW OFFICE

11-102

CORRIDOR

11-49

CORRIDOR

11-51

CORRIDOR

11-77

CORRIDOR

11-64

CORRIDOR

11-66

CORRIDOR

11-15

CORRIDOR

11-02

CC2

CC2

CC2

CC2

CC2

CC2

01

WS4

ACS

B1

11.127

WS2

WS2 02

CC2

03 04

05

CORRIDOR

11-11A

CORRIDOR

11-10

CORRIDOR

11-77

CORRIDOR

11-26

CORRIDOR

11-78

CORRIDOR

11-46

MENS LOCKER

11-76

WH CLOSET

11-68

ACS

A1

11.113

1

ACS

A1

11.108

1

ACS

A1

11.107

TECHNOLOGY + SECURITY CONSULTING

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T1.1SS

FLOOR PLAN - POLICE &

TECHNOLOGY

01-04-2019

1721-16-01

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NO SCALE

KEY PLAN NORTH

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TECH.

123

45 6

7 8

9 1011

T1.1 1/8" = 1'-0"

1 FLOOR PLAN - BUILDING

Rev

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UNSECURED SIDESECURE SIDE

CEILING

J-BOX

(1) 3/4" CONDUIT

(1) 1/2" CONDUIT IN DOOR FRAME

TO ACS FIELD PANEL

(1) 1" CONDUIT

ENTRY TO SECURE SIDE1. ELECTRIFIED LOCKSET.

2. DOOR IS EQUIPPED WITH AN ELECTRIFIED LOCKSET THAT REMAINS LOCKED BASED ON THE DOOR SCHEDULE IN THE ACS SOFTWARE.

3. CARD READER IS TO CONTROL ENTRY TO SECURE AREA.

4. A VALID CARD READ ALLOWS DOOR HANDLE TO RETRACT DOOR LATCH.

5. DOOR WILL REMAIN SECURE IN EVENT OF POWER LOSS.

EXIT FROM SECURE SIDE1. ELECTRIFIED LOCKSET ALLOWS FREE EGRESS FROM SECURE SIDE AT ALL TIMES.

2. AN INTEGRATED RTE SWITCH GENERATES A VALID REQUEST TO EXIT.

8"x 8"x 6" J-BOXw/COVER

CEILING

(SECURE SIDE)

CR

(1) 3/4" CONDUIT

2-GANGBACK BOX w/1-GANGMUD RING

44" AFF

(1) 3/4" CONDUIT

ELECTRIFIED LOCKSET WITH

INTEGRATED REQUEST TO EXIT SWITCH

RECESSED DOOR CONTACT SWITCH (IF

REQUIRED)

ELECTRICAL POWER TRANSFER

J-BOX

NOTE:ALL BACK BOXES TO BE INSTALLED WITHIN THE WALL. NO EXPOSED ROUGH IN.


CEILING

TO ACS FIELD

PANEL

CEILING






(1) 3/4" CONDUIT


(1) 3/4" CONDUIT

ELECTRICAL POWER TRANSFER

ELECTRIFIED LOCKSET WITH INTEGRATED REQUEST TO EXIT

SWITCH


REQUIRED)

J-BOXJ-BOX

(1) 1" CONDUIT 8"x 8"x 6" J-BOXw/COVER

(SECURE SIDE)

J-BOX


44" AFF

FIXED LEAF ACTIVE LEAF FIXED LEAFACTIVE LEAF

SECURE SIDE

CEILING

CR

UNSECURED SIDE

(1) 1" CONDUIT

TO ACS FIELD PANEL

CEILING ENTRY TO SECURE SIDE1. ELECTRIFIED LOCKSET.



4. A VALID CARD READ ALLOWS DOOR HANDLE TO RETRACT DOOR LATCH ON ACTIVE LEAF.





REQUIRED)

(1) 3/4" CONDUIT (1) 3/4" CONDUIT 2-GANGBACK BOX w/

1-GANGMUD RING

(1) 3/4" CONDUIT J-BOX


J-BOX (SECURE SIDE)


FIXED LEAF ACTIVE LEAF FIXED LEAFACTIVE LEAF

SECURE SIDE

CEILING

UNSECURED SIDE

(1) 1" CONDUIT

TO ACS FIELD PANEL

CEILING







REQUIRED)

(1) 3/4" CONDUIT

(1) 3/4" CONDUIT J-BOX


J-BOX (SECURE SIDE)


T5.2 NTS

1 DOOR TYPE A1 - SINGLE DOOR WITH ELECTRIFIED LOCKSET AND CARD READERT5.2 NTS

2 DOOR TYPE A1A - SINGLE DOOR WITH ELECTRIFIED LOCKSET WITHOUT CARD READER

T5.2 NTS

3 DOOR TYPE A2 - DOUBLE DOOR WITH ELECTRIFIED LOCKSET ON ACTIVE LEAF WITH CARD READER


800.685.6440


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Date:

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01-04-19

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T5.2SS

ACCESS CONTROL

SYSTEM - DOOR TYPES "A"

01-04-2019

1721-16-01

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NTST5.2

4 DOOR TYPE A2A - DOUBLE DOOR WITH ELECTRIFIED LOCKSET ON ACTIVE LEAF WITHOUT CARD READER

Rev

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1


CEILING

(1) 3/4" CONDUIT


TO ACS FIELD PANEL

CEILING

ENTRY TO SECURE SIDE1. LATCH RETRACTION.

2. DOOR IS EQUIPPED WITH ELECTRIC LATCH THAT REMAINS LOCKED BASED ON THE DOOR SCHEDULE IN THE ACS SOFTWARE.


4. A VALID CARD READ RETRACTS THE LATCH.


EXIT FROM SECURE SIDE1. MECHANICAL PANIC BAR ALLOWS FREE EGRESS FROM SECURE SIDE AT ALL TIMES.


CR

(1) 3/4" CONDUIT

EXIT DEVICE WITH ELECTRIC LATCH

RETRACTION AND REQUEST TO EXIT SWITCH

44" AFF

DOUBLE GANGBACK BOX WITHSINGLE GANGMUD RING

(1) 3/4" CONDUIT


REQUIRED)

J-BOX


(SECURE SIDE)

J-BOX


ACTIVE LEAFFIXED LEAF

SECURE SIDE

(1) 3/4" CONDUIT

UNSECURED SIDE






6. DOOR CAN BE LOCKED OR UNLOCKED BASED ON ACS SCHEDULE.



44" AFF

CR

ACTIVE LEAF FIXED LEAF

EXIT DEVICE WITH ELECTRIC INTEGRATED

LATCH RETRACTION AND REQUEST TO EXIT SWITCH

EXIT DEVICE

(1) 3/4" CONDUIT


REQUIRED)

(1) 3/4" CONDUIT


CEILING

(1) 1" CONDUIT

TO ACS FIELD PANEL

J-BOX


J-BOX(SECURE SIDE)

CEILING


ACTIVE LEAF

SECURE SIDE

CEILING

(1) 3/4" CONDUIT

UNSECURED SIDE

CEILING ENTRY TO SECURE SIDE1. LATCH RETRACTION.





6. DOOR CAN BE LOCKED OR UNLOCKED BASED ON ACS SCHEDULE.



44" AFF

CR

ACTIVE LEAF

EXIT DEVICE WITH ELECTRIC LATCH RETRACTION AND REQUEST TO EXIT SWITCH


REQUIRED)

(1) 3/4" CONDUIT

EXIT DEVICE WITH ELECTRIC LATCH RETRACTION AND

REQUEST TO EXIT SWITCH

ACTIVE LEAF ACTIVE LEAF


(1) 1" CONDUIT

TO ACS FIELD PANEL

J-BOX


J-BOX(SECURE SIDE)

(1) 3/4" CONDUIT


ACTIVE LEAFFIXED LEAF

SECURE SIDE

CEILING

UNSECURED SIDE

TO ACS FIELD PANEL

CEILING


2. DOOR IS EQUIPPED WITH ELECTRIC LATCH THAT ENGAGES OR RETRACTS BASED ON THE DOOR SCHEDULE IN THE ACS SOFTWARE.




ACTIVE LEAF

EXIT DEVICE EXIT DEVICE WITH ELECTRIC

INTEGRATED LATCH RETRACTION AND REQUEST

TO EXIT SWITCH

(1) 3/4" CONDUIT


REQUIRED)

(1) 3/4" CONDUIT

FIXED LEAF

J-BOX


J-BOX

(SECURE SIDE)

(1) 1" CONDUIT


SECURE SIDE

CEILING

UNSECURED SIDE

TO ACS FIELD PANEL

CEILING

ENTRY TO SECURE SIDE1. NO LATCH RETRACTION.




EXIT DEVICE WITH REQUEST TO EXIT SWITCH ONLY


REQUIRED)

J-BOX


J-BOX

(SECURE SIDE)

(1) 1" CONDUIT

(1) 3/4" CONDUIT



CEILING

(1) 3/4" CONDUIT


TO ACS FIELD PANEL

CEILING







EXIT DEVICE WITH ELECTRIC LATCH

RETRACTION AND REQUEST TO EXIT SWITCH

(1) 3/4" CONDUIT


REQUIRED)

J-BOX


(SECURE SIDE)

J-BOX


T5.3 NTS

1 DOOR TYPE B1 - SINGLE DOOR WITH LATCH RETRACTION AND CARD READERT5.3 NTS

2 DOOR TYPE B2-1 - DOUBLE DOOR WITH LATCH RETRACTION ON ACTIVE LEAF WITH CARD READER

T5.3 NTS

3 DOOR TYPE B2-2 - DOUBLE DOOR WITH LATCH RETRACTION ON BOTH LEAFS WITH CARD READER

T5.3 NTS

5 DOOR TYPE B2A - DOUBLE DOOR WITH LATCH RETRACTION ON ACTIVE LEAF WITHOUT CARD READER

T5.3 NTS

4 DOOR TYPE B1A-1 - SINGLE DOOR WITH NO LATCH RETRACTION WITHOUT CARD READER

T5.3 NTS

6 DOOR TYPE B1A - SINGLE DOOR WITH LATCH RETRACTION WITHOUT CARD READER


800.685.6440


Sheet No.Job. No.

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Date:

Pro

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01-04-19

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T5.3SS

ACCESS CONTROL

SYSTEM - DOOR TYPES "B"

01-04-2019

1721-16-01

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1

no. 1 · 1) room 11-47 women’s locker - added access control to locker entry location. 2) room...

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