CSMS-C Final Drawings pg 1-7.pdf

SECURITY GATE/

PERSONNEL CHECK-IN

CONTRACTOR PARKING

CONTRACTOR STAGING AREA

EXISTING GENERATOR,

MAINTAIN MINIMUM 5'-0" CLEAR

PATH FOR MONTHLY TESTING

CONTRACTOR VEHICLE

ACCESS AFTER CHECK-IN

ARCHITECTURAL:

QPK DESIGN

ARCHITECTS/ENGINEERS

450 SOUTH SALINA ST

SYRACUSE NY 13201

315-472-7806

DRAWING LIST

GENERAL

--- COVER SHEET

ARCHITECTURAL INFORMATION

A-001 GENERAL INFORMATION

ARCHITECTURAL DEMOLITION

AD-101 ROOF PLAN - DEMOLITION

AD-102 ROOF - DEMOLITION DETAILS

ARCHITECTURAL

A-101 ROOF PLAN

A-102 ROOF - DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS

PLUMBING DEMOLITION

PD101 PLUMBING DEMOLITION ROOF PLAN

PLUMBING NEW WORK

P-101 PLUMBING ROOF PLAN

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, DESIGN CRITERIA,

ABBREVIATIONS, AND LEGENDS

MECHANICAL DEMOLITION

MD101 MECHANICAL DEMOLITION ROOF PLAN

MECHANICAL NEW WORK

MH101 MECHANICAL ROOF PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS AND

LEGEND

ED101 ELECTRICAL DEMOLITION ROOF PLAN

E-101 ELECTRICAL ROOF PLAN

ROCHESTER CSMS-C RE-ROOFING PROJECT

NEW YORK ARMY NATIONAL GUARD

1500 EAST HENRIETTA ROAD

ROCHESTER, NY 14623

6 MAR 2020

100% DESIGN

MEP:

POND

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

PHONE (678) 336-7740

FAX (678) 336-7744

LOCATION MAP

AERIAL IMAGE

Contractor shall provide Unit Pricing with their bids as follows:

Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit.

• Unit Price No. 001 – Removal of existing loose or deteriorated asphaltic multi-ply vapor barrier from existing poured gypsum decking. Unit of measurement: (1) square foot.

• Unit Price No. 002 – Removal and replacement of existing poured gypsum deck and form board section not including bulb tees. Unit of measurement: (1) gypsum plank approximately 30” wide x 8’-6” long.

• Unit Price No. 003 - Removal of damaged, wet, or deteriorated existing Wood Blocking and replacement with specified wood blocking to match width and thickness of the existing. Replacement wood blocking material and installation shall be as specified in Section 061053. Unit of measurement: 2x6; Lineal foot.

Contractor shall provide pricing for Alternates with their bids as follows:

Alternate: An amount proposed by bidders for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the CONTRACTING OFFICER decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

Alternates described in this Section are part of the Work only if enumerated in the Agreement. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

Alternate No. 001 – Re-roofing Work Scope (DEDUCT):

• Base Bid: Remove the existing asphaltic multi-ply vapor barrier from the existing poured gypsum decking as indicated on drawings without damaging the existing gypsum deck.

• Alternate: Existing multi-ply vapor barrier on the existing poured gypsum deck to remain. Install specified roof system on top of the existing vapor barrier as instructed by the roofing manufacturer.

N A

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION (IF PRESENT)

ROOM AREA DESIGNATION (IF PRESENT)

PARTITION TYPE

DESIGNATION. SEE

PARTITION LEGEND

DOOR NUMBER

DESIGNATION

SPECIAL NOTATION (e.g.

DEMO NOTE)

�� WINDOW TYPE DESIGNATION

1T

ACCESSORY ITEM- SEE

ACCESSORY SCHEDULE

DATUM POINT OR WORK

POINT

BUILDING SECTION

WALL SECTION

DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL IS

LOCATEDDETAIL

NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF

SECTION

A-XXX

A1

A2 B1

DETAIL

NUMBERS

SHEET NUMBER

WHERE DETAIL IS

LOCATED

ELEVATIONS

REVISION NOTE

REVISION NUMBER

EXTENT OF REVISION

A1 A2 A3 A4 A5 A6 A7

B1 B2 B3 B4 B5 B6 B7

C1 C2 C3 C4 C5 C6 C7

D1 D2 D3 D4 D5 D6 D7

E1 E2 E3 E4 E5 E6 E7

F1 F2 F3 F4 F5 F6 F7

DETAIL

NUMBER

DETAIL

SCALE

DETAIL NAME

DETAIL NUMBER

SCALE: ��������

AXX

View Name

ROOM NAME

00000

1500 SF

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

WHERE DETAIL IS

LOCATED

EXTENT OF

SECTION

PLAN DETAIL

DETAIL NUMBER

SHEET NUMBER

WHERE DETAIL

IS LOCATED

EXTENT OF

DETAIL

NNNL

A-XXX

A-XXX

A-XXX

A-XXX

A-XXX

NEW DOOR IN NEW OR

EXISTING PARTITION, SEE

DOOR SCHEDULE

EXISTING DOOR IN NEW OR

EXISTING PARTITION, WITH

MODIFICATION. SEE DOOR

SCHEDULE

EXISTING DOOR TO BE

REMOVED, SEE REMOVAL

PLAN

EXISTING DOOR TO

REMAIN, IN EXISTING

PARTITION

E-###

FINISHED SURFACES-NEW

REMOVAL OF EXISTING

EXISTING SURFACES

GRAVEL / STONE

CONCRETE -

CAST IN

PLACE

CONCRETE

MASONRY UNIT

BRICK

CONCRETE -

PRECAST

STONE

GRANITE

MARBLE

SAND / MORTAR

GYPSUM

WALLBOARD

ALUMINUM

STEEL

RIGID

INSULATION

TILE

P LAM OVER

COMPOSITE

WOOD

WOOD -

FINISHED

PLYWOOD

ACOUSTIC

TILE

CARPET

EARTH

BATT

INSULATION

WOOD

BLOCKING

REINFORCING -

WWF

SOLID SURFACE

QUARTZ

CULTERED

MARBLE

SYNTHETIC

2017 EXISTING BUILDING CODE OF NY STATE

CHAPTER 7 - ALTERATIONS LEVEL 1

EBC706: REROOFING

EBC706.1 General. Materials and methods of application used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter BC15 of the International Building Code.

Exception: Reroofing shall not be required to meet the minimum design slope requirement of one-quarter unit vertical in 12 units horizontal (2-percent slope) in Section BC1507 of the International Building Code for roofs that provide positive roof drainage.

EBC706.2 Structural and construction loads. Structural roof components shall be capable of supporting the roof-covering system and the material and equipment loads that will be encountered during installation of the system.

EBC706.3 Recovering versus replacement. New roof coverings shall not be installed without first removing all existing layers of roof coverings down to the roof deck where any of the following conditions occur:

1. Where the existing roof or roof covering is water soaked or has deteriorated to the point that the existing roof or roof covering is not adequate as a base for additional roofing.

2. Where the existing roof covering is wood shake, slate, clay, cement or asbestos-cement tile.

3. Where the existing roof has two or more applications of any type of roof covering.

EBC706.6 Flashings. Flashings shall be reconstructed in accordance with approved manufacturer's installation instructions. Metal flashing to which bituminous materials are to be adhered shall be primed prior to installation.

2017 BUILDING CODE OF NEW YORK STATE

Chapter 1511: REROOFING

BC1511.1 General. Materials and methods of application used for recovering or replacing an existing roof covering shall comply with the requirements of Chapter BC15.

Exceptions:

1. (Same as EBC706.1 General; exception regarding slope).

2. Recovering or replacing an existing roof covering shall not be required to meet the requirement for secondary (emergency overflow) drains or scuppers in Section BC1503.4 for roofs that provide for positive roof drainage. For the purposes of this exception, existing secondary drainage or scupper systems required in accordance with this code shall not be removed unless they are replaced by secondary drains or scuppers designed and installed in accordance with Section BC1503.4.

2017 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE

TABLE ECC301.1: CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY

• Monroe County Climate Zone = 5A

Chapter 5: EXISTING BUILDINGS

ECC503: ALTERATIONS

ECC503.1 General.

Alterations to any building or structure shall comply with the requirements of the code for new construction. Alterations shall be such that the existing building or structure is no less conforming to the provisions of this code than the existing building or structure was prior to the alteration. Alterations to an existing building, building system or portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations shall not create an unsafe or hazardous condition or overload existing building systems.

Alterations complying with ANSI/ASHRAE/IESNA 90.1. need not comply with Sections ECC402, ECC403, ECC404 and ECC405.

Exception: The following alterations need not comply with the requirements for new construction, provided the energy use of the building is not increased:

1. Construction where the existing roof, wall or floor cavity is not exposed.

2. Roof recover.

3. Air barriers shall not be required for roof recover and roof replacement where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of the building envelope.

ECC503.3 Building envelope.

New building envelope assemblies that are part of the alteration shall comply with Sections ECC402.1 through ECC402.5.

ECC503.3.1 Roof replacement. Roof replacements shall comply with Table ECC402.1.3 or Table ECC402.1.4 where the existing roof assembly is part of the building thermal envelope and contains insulation entirely above the roof deck.

ECC 402 – BUILDING ENVELOPE REQUIREMENTS

402.1 General (Prescriptive) - Building thermal envelope assemblies for buildings that are intended to comply with the code on a prescriptive basis, in accordance with the compliance path described in Item 2 of Section ECC401.2, shall comply with the following:

1. The opaque portions of the building thermal envelope shall comply with the specific insulation requirements of Section ECC402.2 and the thermal requirements of either the R-value-based method of Section ECC402.1.3; the U-, C-and F-factor-based method of Section ECC402.1.4; or the component performance alternative of Section ECC402.1.5.

2. Not applicable.

3. Fenestration in building envelope assemblies shall comply with Section ECC402.4.

4. Air leakage of building envelope assemblies shall comply with Section ECC402.5.

GENERAL NOTE

To the best of our knowledge, belief and professional judgment, such plans or specifications are in compliance with the Energy Code.

Table ECC 402.1.4 (U Factor Method)

• Insulation Entirely Above Roof (Main Roof; Zone 5A) = U-0.032

Assemblies:

• Existing to remain: 2” thick poured gypsum deck @ 1.80, ½” thick interior gypsum board @ 0.45 (total R = 2.25).

• Proposed: Roof membrane (.20), ½” Dens-deck Prime (.56), 5” average of Polyisocyanurate insulation (R-30).

• Total R value = 32.25

• U value = 0.0323 (complies).

EFFECTIVE

WIND AREA

ROOF

ZONE 3 ZONE 2 ZONE 1

10 SF

20 SF

50 SF

100 SF

85.5 13.8 56.8 13.8 33.9 13.8

70.8 12.9 50.8 12.9 33.0 12.9

51.4 11.8 42.8 11.8 31.9 11.8

36.7 10.9 36.7 10.9 31.0 10.9

NOTES:

1. ZONE DEFINED IN BUILDING CODE USING A=12'-0"

2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING

TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY

3. PRESSURES ARE REPORTED AT STRENGTH LEVEL. USE

APPROPRIATE LOAD COMBINATION ACCORDING TO ASCE 7-10

4. WIND LOADS ARE CALCULATED FROM THESE PARAMETERS FOR

EACH SURFACE OF THE MAIN WIND-FORCE RESISTING SYSTEM

ROOF PLAN

23 3

3 3

2 21

500 SF 36.7 10.9 36.7 10.9 31.0 10.9

WIND LOAD NOTES:

1. ULTIMATE DESIGN WIND SPEED (3 SEC GUST) 116MPH

2. RISK CATEGORY III

3. WIND EXPOSURE CATEGORY C

4. INTERNAL PRESSURE +/- 0.18

5. COMPONENT AND CLADDING NOT SPECIFICALLY DESIGN HEREIN SHALL

BE DESIGNED FOR THE FOLLOWING NET DESIGN WIND PRESSURES;

BASED ON TRIBUTARY AREA.

1. ROOF CONSTRUCTION WAS EVALUATED IN ACCORDANCE WITH THE 2018 INTERNATIONAL EXISTING

BUILDING CODE (IEBC) AS MODIFIED BY THE UNIFIED FACILITIES CRITERIA (UFC).

2. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS AT THE SITE PRIOR TO BEGINNING ANY WORK. IF EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE

WORK IN ACCORDANCE WITH THE DETAILS AS SHOWN, NOTIFY ENGINEER IMMEDIATELY.

3. DESIGN LOADS:

ROOF LIVE LOAD:

1. GROUND SNOW LOAD Pg = 40 PSF

2. FLAT ROOF SNOW LOAD Pf = 26 PSF

3. SNOW EXPOSURE FACTOR Cc = 0.9

4. SNOW LOAD IMPORTANCE FACTOR Is = 1.0

5. THERMAL FACTOR Ct = 1.0

6. SNOW DRIFT LOADING DETERMINED IN ACCORDANCE WITH ASCE 7-16.

ULTIMATE BUILDING COMPONENT & CLADDING PRESSURE (PSF)

SEISMIC LOAD NOTES:

RISK CATEGORY……III

SEISMIC IMPORTANCE FACTOR……1..25

SITE CLASS…… D

MAPPED SPECTRAL RESPONSE ACCELERATION……SS = 0.144 G

MAPPED SPECTRAL RESPONSE ACCELERATION……S1 = 0.052 G

DESIGN SPECTRAL RESPONSE ACCELERATION……SDS = 0.154 G

DESIGN SPECTRAL RESPONSE ACCELERATION……SD1 = 0.083 G

ABBREVIATIONS

VWC VINYL

WALLCOVERING

W

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WDWT WINDOW TREATMENT

WGL WIRED GLASS

WP WATERPROOFING

WPT WORKPOINT

WS WEATHERSTRIP

WWF WELDED WIRE

FABRIC

ABBREVIATIONS

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE(D)

REQ'D REQUIRED

RESIL RESILIENT

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

S

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN

DISPENSER

SNDU SANITARY NAPKIN

DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SSM SOLID SURFACE

MATERIAL

SST STAINLESS STEEL

STC SOUND

TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PLATE STEEL PLATE

STN STONE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SHEET VINYL

FLOORING

SYMM SYMMETRICAL

T

T TREAD

T&G TONGUE AND

GROOVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSOM,

TRANSPARENT

TYP TYPICAL

U

UC UNDERCUT

UL UNDERWRITER'S

LABATORY (TEST)

UNO UNLESS NOTED

OTHERWISE

UR URINAL

V

VCT VINYL COMPOSITION

TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

ABBREVIATIONS

INV INVERT

J

JAN JANITOR

JT JOINT

L

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LT GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

M

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE

RESISTANT

MTL METAL

MULL MULLION

N

NA NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P

PBD PARTICLE BOARD

PCT PORCELAIN CERAMIC

TILE

PERIM PERIMETER

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PNTD PAINTED

PR PAIR

PREFAB PREFABRICAT(D)

PT PRESSURE TREATED

PTD PAPER TOWER

DISPENSER

PTN PARTITION

PVC POLYVINYL

CHLORIDE (PLASTIC)

PVG PAVING

Q

QT QUARRY TILE

QTY QUANTITY

R

R RADIUS/RISER

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING

PLAN

ABBREVIATIONS

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC

HOLD OPEN

ENTR ENTRANCE

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER

COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED,

EXPANSION

EXT EXTERIOR

F

FAAP FIRE ALARM

ANNUNCIATOR PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOFING

FR FRAME

FRMG FRAMING

FRP FIBERGLASS

REINFORCED

PLASTIC/PANEL

FRTW FIRE RETARDANT

TREATED WOOD

FT FOOT/FEET

FTG FOOTING

FURG FURRING

FURN FURNISHED/FURNITU

RE

FWC FABRIC WALL

COVERING

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL

CONTRACTOR

GCT GLAZED CERAMIC

TILE

GL GLASS/GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HC HOLLOW CORE

HCP HANDICAPPED

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING/VENTILATIN

G/AIR CONDITIONING

I

ID INSIDE DIAMETER

INCL INCLUDE(D)(-ING)

INSUL INSULATE(D)(-ION)(-IN

G)

INT INTERIOR

ABBREVIATIONS

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

ANN PNL ANNUNCIATOR PANEL

ANOD ANODIZED

APC ACOUSTICAL PANEL

CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

ATC ACOUSTICAL TILE

CEILING

B

BD BOARD

BEV BEVELED

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BOT OF BOTTOM OF

BRG BEARING

BSMT BASEMENT

BUR BUILT-UP ROOF

C

CAB CABINET

CEM CEMENT

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMP CORRUGATED METAL

PIPE

CMPST COMPOSITE

CMT CERAMIC MOSAIC

TILE

CMU CONCRETE MASONRY

UNIT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS FL COMPRESSIBLE

FILLER

CPT CARPET

CR CARD READER

CRS COLD ROLLED STEEL

CT CERAMIC TILE

D

D DEPTH

DET DETAIL

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DMPF DAMPPROOFING

DR DOOR

DWG DRAWING

E

EA EACH

EIFS EXTERIOR

INSULATION AND

FINISH SYSTEM

GENERAL NOTES-ARCHITECTURE

Key Name GENERAL NOTES

1 ELECTRICAL CIRCUITS TO UNITS INDICATED FOR SALVAGING SHALL BE DISCONNECTED AND

PROTECTED DURING CONSTRUCTION. RE-CONNECT CIRCUIT UPON RE-INSTALLATION OF

UNITS.

2 CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS SHOWN WITHIN

DOCUMENTS IN FIELD. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IMMEDIATELY

IF ANY DISCEPANCIES ARE DISCOVERED.

3 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES,

ORDINANCES, AND ACCEPTED INDUSTRY STANDARDS.

4 DO NOT INTERRUPT UTILITIES OR MECHANICAL SYSTEMS SERVING FACILITIES UNLESS

PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER PROVIDING

TEMPORARY UTILITY

4.1 NOTIFY CONTRACTING OFFICER NOT LESS THAN (5) DAYS IN ADVANCE OF PROPOSED

UTILITY INTERRUPTIONS.

4.2 OBTAIN CONTRACTING OFFICER'S WRITTEN PERMISSION BEFORE PROCEEDING WITH

UTILITY INTERRUPTIONS

5 CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITHIN

ADJACENT OCCUPIED SPACES. SCHEDULE AND SEQUENCING OF WORK SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER PRIOR TO THE START OF WORK.

6 ALL WORK IS BEING DONE ADJACENT TO & ABOVE OCCUPIED SPACE. GENERAL

CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF WATER, DUST,

AND DIRT FROM THE CONSTRUCTION AREA TO THOSE SPACES.

7 LIMIT USE OF PROJECT SITE TO AREAS WITHIN THE AREA APPROVED FOR USE BY

CONTRACTING OFFICER. MAINTAIN PORTIONS OF EXISTING BUILDING(S), AFFECTED BY

CONSTRUCTION OPERATIONS, IN A WEATHER TIGHT AND SECURE CONDITION

THROUGHOUT THE CONSTRUCTION PERIOD.

8 MAINTAIN EGRESS/ EXITING PATHS AND COMPONENTS (STAIRS, CORRIDORS, DOORWAYS,

PATHS) THROUGHOUT THE DURATION OF THE WORK

9 PROJECT IDENTIFICATION TAGS AND BADGES SHALL BE WORN AT ALL TIMES BY

CONTRACTOR AND SUBCONTRACTOR PERSONNEL WORKING ON PROJECT SITE.

10 SMOKING IS NOT PERMITTED ANYWHERE ON SITE.

11 CONTRACTOR IS REQUIRED TO REMOVE, SALVAGE, AND REINSTALL EXISTING CEILING TILE

AS NEEDED TO PERFORM ROOF DRAIN REPLACEMENT SCOPE. COORDINATE ALL INTERIOR

WORK WITH CONTRACTING OFFICER.

12 STRUCTURAL GRID LINE IS APPROX ONLY

SCALE: NO SCALE

C1

ABBREVIATIONS

SCALE: NO SCALE

C4

MATERIALS LEGEND

SCALE: NO SCALE

D4

GRAPHIC KEY

SCALE: NO SCALE

A1

CODE REVIEW

SCALE: NO SCALE

A6

BUILDING CLADDING & COMPONENT PRESSURE

1'

-1 0"

R01

ROOF AREA

#002 (EAST)

ROOF #001

(NIC)

R01

ROOF AREA #

002 (SOUTH)

R02

R02

R02

R03

R03

R03

R04

R06

R05 R05 R05

R02

R02

R02

R07

R07

R07 R07

R07

R07

R07

R07

R07 R07

R07

R07

R07

R07

R04

R04

R08 R08

R08

R08

R08

ROOF AREA

#002A (EAST)

1/4"/FT

EXIST STRUCT

1/ 4"

/F T

E X

IS

T

S T

R U

C T

1/ 4"

/F T

E X

IS

T

S T

R U

C T

EXIST ROOF AREA #001

BELOW (NIC) EXCEPT

AT HOOD VENTS

WHERE INDICATED.

A4

AD-102

A4

AD-102

A1

AD-102

D6

AD-102

R09

R10 R10

R10

D4

AD-102

D4

AD-102

1 2A 3A 4 5 6 7 8 9 10 11 12 13 14 15

M

La

L

Ka

K

J

H

G

R11

1'-11" 22'-6" 22'-6" 19'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1'-11"

287'-10"

48'-10" 35'-2"

'-0

2' -0

'-6

'-6

2'

-0

'-0

'-0

'-0

'-0

'-0

9'

-1 0"

C6

AD-102

7'-6" ±

6' -0

A6

AD-102

EXIST ROOF AREA #001

BELOW (NIC) EXCEPT

AT HOOD VENTS

WHERE INDICATED.

0.090 EPDM ROOF MEMBRANE (ADHERED).

1/2" COVERBOARD (MECH & ADHERED).

POLYISOCYANURATE INSULATION;

5" (MECH & ADHERED)

EXISTING VAPOR RETARDER

EXISTING 2" GYPSUM DECK

AND BULB TEE STRUCTURE

0.090 EPDM ROOF MEMBRANE (ADHERED).

POLYISOCYANURATE INSULATION;

3.5" (MECH & ADHERED).

EXISTING VAPOR RETARDER

EXISTING 2" GYPSUM DECK

AND BULB TEE STRUCTURE

SCALE: ��������

B1

ROOF PLAN-DEMOLITION

SCALE: NO SCALE

F6

KEYED NOTES - DEMOLITION

KEYED NOTES-DEMOLITION

NUMBER COMMENT

R07 REMOVE AND SALVAGE CONCRETE PAVERS. PALLETIZE AND STAGE

AT GRADE AT DESIGN STAGING LOCATION AS DIRECTED BY

CONTRACTING OFFICER.

R08 REMOVE EXISTING TAPERED INSULATION ON EXISTING INSULATION

AND BELOW ROOF ASSEMBLY

R09 REMOVE EXISTING 4'X4'X8" HEAVY DUTY WOOD PALLET (FREE

STANDING)

R10 EXISTING ROOF PENETRATION AND PLUMBING VENT TO REMAIN.

REFER TO PLUMBING DWGS FOR VENT WORK SCOPE. REMOVE

FLASHING IN CONJUNCTION WITH MEMBRANE REMOVALS.

R11 REMOVE AND SALVAGE APPROXIMATELY 144SF OF EXISTING

CEILING TILE AS NEEDED TO PERFORM FOOR DRAIN REPLACEMENT.

KEYED NOTES-DEMOLITION

NUMBER COMMENT

R01 REMOVE EXISTING ROOF ASSEMBLY IN ITS ENTIRETY, INCLUDING

THE EXISTING VAPOR RETARDER, DOWN TO EXISTING GYPSUM

DECK.

R02 REMOVE PERIMETER METAL FASCIA

R03 REMOVE EXISTING ROOF DRAIN AND PIPING DOWN TO FIRST ELBOW

R04 REMOVE EXISTING EXHAUST HOOD

R05 REMOVE AND SLAVAGE EXHAUST HOOD FOR RE-INSTALLMENT;

REMOVE EXISTING CURB

R06 REMOVE AND SALVAGE RTU IN ORDER TO PERFORM ROOF

REPLACEMENT

SCALE: ����������

A6

EXISTING ROOF ASSEMBLY #002A

SCALE: ����������

A5

EXISTING ROOF ASSEMBLY #002

SCALE: �������

A1

EXISTING CONDITION PHOTO A

SCALE: �������

A2

EXISTING CONDITION PHOTO B

SCALE: �������

A3

EXISTING CONDITION PHOTO C

SCALE: �������

A4

EXISTING CONDITION PHOTO D

ROOF - #002

23'-0"

ROOF - #002

23'-0"

4"

REMOVE EXISTING

PRE-FINISHED METAL

FASCIA

EXISTING PRE-FINISHED

INSULATED METAL PANEL

SYSTEM TO REMAIN

EXISTING 2X BLOCKING TO

REMAIN

EXISTING CMU TO REMAIN

REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

AND VAPOR BARRIER

DOWN TO EXIST GYPSUM

ROOF DECK

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

EXISTING CMU TO REMAIN

V A

R

IE

S

REMOVE EXISTING

MEMBRANE IN ITS ENTIRETY

ROOF - #002

23'-0"

EXISTING EXHAUST HOOD;

REFER TO MEP DWGS

REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

AND VAPOR BARRIER

DOWN TO EXIST GYPSUM

ROOF DECK

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

REMOVE EXISTING

MEMBRANE FLASHING &

FLASHING SYSTEMS

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

ROOF - #002

23'-0"

EXISTING EXHAUST HOOD;

REFER TO MEP DWGS

REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

AND VAPOR BARRIER

DOWN TO EXIST GYPSUM

ROOF DECK

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

REMOVE EXISTING

MEMBRANE FLASHING &

FLASHING SYSTEMS

ROOF - #002

23'-0"

ROOF PLAN AND DECK INFILL DETAILS

EXISTING DECK OPENING; INFILL PER

REMOVE EXISTING EQUIPMENT CURB, DECK/PLATFORM, AND SUPPORT

SYSTEM DOWN TO ROOF DECK

REMOVE EXISTING MEMBRANE FLASHING & FLASHING SYSTEMS

REMOVE EXISTING ROOF MEMBRANE, INSULATION, AND VAPOR

BARRIER DOWN TO EXIST GYPSUM ROOF DECK

EXISTING 2" POURED GYPSUM DECK ON 1/2" GYPSUM BOARD FORM

LINERS TO REMAIN

REMOVE EXISTING EQUIPMENT CURB, DECK/PLATFORM, AND SUPPORT

SYSTEM DOWN TO ROOF DECK

EXISTING EXHAUST HOOD; REFER TO MEP DWGS

ROOF - #002

23'-0"

REMOVE EXISTING ROOF

DRAIN AND PIPING DOWN

TO FIRST ELBOW. REFER

TO MEP DRAWINGS

REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

AND VAPOR BARRIER

DOWN TO EXIST GYPSUM

ROOF DECK

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

EXISTING 2X BLOCKING TO

REMAIN

REMOVE EXISTING

PRE-FINISHED METAL

FASCIA

EXISTING CMU TO REMAIN

EXISTING PRE-FINISHED

INSULATED METAL PANEL

SYSTEM TO REMAIN

REMOVE EXISTING

MEMBRANE IN ITS ENTIRETY

ROOF - #001

17'-6"

EXISTING EXHAUST HOOD;

REFER TO MEP DWGS

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

REMOVE EXISTING

EQUIPMENT CURB,

DECK/PLATFORM, AND

SUPPORT SYSTEM DOWN

TO ROOF DECK

REMOVE EXISTING

MEMBRANE FLASHING &

FLASHING SYSTEMS

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

EXISTING ROOF

MEMBRANE, INSULATION,

AND VAPOR BARRIER TO

REMAIN

SCALE: ����������

C6

DTL-FASCIA DEMO

SCALE: ����������

A4

DTL-EXHAUST HOOD AND CURB DEMO

SCALE: ����������

A6

DTL-EXHAUST HOOD AND CURB DEMO 2

SCALE: ����������

A1

DTL-EXHAUST HOOD DEMO

SCALE: ����������

D6

DTL-ROOF DRAIN DEMO

SCALE: ����������

D4

DTL-LOWER ROOF EXHAUST HOOD DEMO

1'

-1 0"

48'-10" 35'-2"

S

LO

P E

D N

M A

IN

T

A

IN

E X

IS

T

S T

R U

C T

/4

P

E R

F T

SLOPE DN

MAINTAIN EXIST

STRUCT 1/4" PER FT

S

LO

P E

D N

M A

IN

T

A

IN

E X

IS

T

S T

R U

C T

/4

P

E R

F T

S

LO

P E

D N

M A

IN

T

A

IN

E X

IS

T

S T

R U

C T

/4

P

E R

F T

ROOF AREA

#002 (EAST)

ROOF AREA #

002 (SOUTH)

SLOPE DN

MAINTAIN EXIST

STRUCT 1/4" PER FT

02 02 0202

03 03

ROOF AREA

#001

FIXED GALV STL

LADDER - #001

FIXED GALV STL

LADDER - #002

050505

FALL PROTECTION

FALL PROTECTION

D6

A-102

PROVIDE GYPSUM

DECK INFILL 7'-6"

6' -0

C6

A-102

A6

A-102

A6

A-102

C6

A-102

C6

A-102

C6

A-102

1 2A 3A 4 5 6 7 8 9 10 11 12 13 14 15

M

La

L

Ka

K

J

H

G

17 16

1'-11" 22'-6" 22'-6" 19'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1'-11"

2' -0

'-6

'-6

2'

-0

'-0

'-0

'-0

'-0

'-0

9'

-1 0"

'-0

287'-10"

EXIST ROOF AREA #001

BELOW (NIC) EXCEPT

AT HOOD VENTS

WHERE INDICATED.

EXIST ROOF AREA #001

BELOW (NIC) EXCEPT

AT HOOD VENTS

WHERE INDICATED.

0.090 EPDM ROOF MEMBRANE;

FULLY ADHERED

5/8" COVERBOARD; FULLY ADHERED

POLYISOCYANURATE INSULATION; 5"

AVERAGE THICKNESS R-30, FULLY ADHERED

EXISTING 2" GYPSUM DECK

AND BULB TEE STRUCTURE

1. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO

COMMENCING WORK. THE CONTRACTOR SHALL RECORD ANY

DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND FIELD

CONDITIONS AND NOTIFY THE CONTRACTING OFFICER PRIOR TO

PROCEEDING.

2. PROVIDE 1/4" SURFACE SLOPE; 1/2" TAPERED INSULATION,

TYPICAL AT ALL LOCATIONS; UNLESS OTHERWISE NOTED.

3. PROVIDE CRICKETS WHERE INDICATED AND AT UPSLOPES OF ALL

EQUIPMENTS REQUIRED TO PREVENT PONDING.

4. REMOVE & REPLACE ALL FLASHING ON ALL EXISTING PIPE AND

ROOF PENETRATIONS TO REMAIN.

5. PROVIDE EPDM WALKWAY PAD UNDER EACH BALLAST SUPPORT

AT FALL PROTECTION RAIL SYSTEM (TYP).

SCALE: ��������

B1

ROOF PLAN

SCALE: NO SCALE

F5

KEYED NOTES

KEYED NOTES-ROOF PLAN

NUMBER COMMENT

12 PROVIDE ROOF TOP PORTABLE RAILINGS. RAIL SYSTEM SHALL COMPLY WITH OSHA 29 CFR 1910. AND 29 CFR 1926.502 AND BE DESIGNED FOR PERMANENT USE WHILE STILL ACCOMMODATING PORTABLILTY. PROVIDE BLUEWATER MANUFACTURING INC. SAFTEY RAIL 2000 - ARCHITECTURAL SERIES OR COMPARABLE PRODUCT. SEE GENERAL NOTE 5.

13 PROVIDE CRICKET AT UPSLOPE OF CURB AS REQUIRED TO PREVENT PONDING.

14 PROVIDE MEMBRANE FLASHING FROM EQUIPMENT CURB TO EXISTING EPDM ROOF MEMBRANE.

15 PARAPET IS SLIGHTLY HIGHER THAN ADJOINING PARAPETS (APPROX. 1 1/2"). PROVIDE FASCIA RETURN AROUND END OF PARAPET ON BOTH SIDES SIMILAR TO EXISTING CONDITION. REFER TO EXISTING CONDITION PHOTO ON E4/A-102.

16 PROVIDE INFILL FOR (1) GYPSUM PLANK PER DECK INFILL DETAILS.

17 PROVIDE INFILL FOR (2) GYPSUM PLANK PER DECK INFILL DETAILS.

18 REINSTALL SALVAGED CEILING TILES THAT WERE REMOVED TO PERFORM ROOF DRAIN REPLACEMENT.

KEYED NOTES-ROOF PLAN

NUMBER COMMENT

01 PROVIDE ROOF ASSEMBLY 1

02 PROVIDE PRE-FINISHED METAL FASCIA; COLOR TO MATCH EXISTING FASCIA / METAL PANELS

03 PROVIDE ROOF DRAIN WITH 30 SQUARE INCH SUMP; PROVIDE PIPING TO EXISTING ELBOW. REFER TO MEP DRAWINGS.

04 RE-INSTALL SALVAGED RTU; PROVIDE ROOF CURB. REFER TO MEP DRAWINGS.

05 PROVIDE TAPERED INSULATION AS INDICATED TO MAINTAIN POSITIVE DRAINAGE

06 RE-INSTALL SALVAGED EXHAUST HOOD; PROVIDE ROOF CURB. REFER TO MEP DRAWINGS.

07 EXISTING PLUMBING VENT TO REMAIN; PROVIDE MEMBRANE FLASHING.

08 PROVIDE 2"x24" SQUARE CONCRETE WALKWAY PADS. MAINTAIN 6" CLEAR EA SIDE OF VALLEYS, AND 1" MIN B/W PADS.

09 PROVIDE FIXED STEEL LADDER

10 PROVIDE OVERFLOW ROOF DRAIN SCUPPER. SEE A5/A-102 FOR DETAIL.

11 INSTALL SPECIFIED EXHAUST HOOD; PROVIDE ROOF CURB. REFER TO MEP DRAWINGS.

SCALE: ����������

A6

ROOF ASSEMBLY #1

SCALE: NO SCALE

A5

GENERAL ROOF NOTES

ROOF - #002

23'-0"

MEMBRANE TERMINATION

EXIST GYPSUM DECK

TO REMAIN

TAPERED INSUL (5" AVG)

ROOF MEMBRAINE

5/8" COVER BOARD

MTL ROOF EDGE

EXIST INSULATED METAL

PANEL TO REMAIN

FULLY ADHERE MEMBRANE

TO EXIST WALL. EXTEND

OVER T.O. EXISTING PRAPET.

M.P.

4" 1/2"

CMU

9 5/8" 7/8"

VIF

1'-3" ±

EXISTING 2X BLOCKING TO

REMAIN

EXISTING CMU

EXIST INSULATED METAL

PANEL TO REMAIN

EXIST GYPSUM DECK

TO REMAIN

MEMBRANE TERMINATION

FULLY ADHERE MEMBRANE

TO EXIST WALL. EXTEND

OVER T.O. EXISTING PRAPET.

TAPERED INSUL (5" AVG)

SEAL WATER TIGHT

5/8" COVER BOARD

MTL ROOF EDGE

ROOF - #002

23'-0"

VIF

1'-3" ± M.P.

4" 11"

ROOF MEMBRAINE

4" PVC PIPE (SEAL

PERIMETER WATER TIGHT).

2"

METAL COLOR,

MATCH FINISH OF

EXIST WALL PANELS

1/2"

PROVIDE MEMBRANE

FLASHING IN AND AROND

PIPE PENETRATIONS (TYP) EXISTING 2X BLOCKING TO

REMAIN

EXISTING CMU

TO SLAB

0"

ROOF - #001

17'-6"

C2

A-102

6"

'-4

3' -6

GALVANIZED STEEL

LADDER GUARD WITH

LOCK HASP; BASIS OF

DESIGN: BLUEWATER

MANUFACTURING LADDER

GUARD (SHOWN DASHED)

FIXED STEEL LADDER

WITH INTEGRAL PARAPET

PLATFORM; HOT DIP

GALVANIZE

FALL PROTECTION BEYOND

CABLE LADDER SAFETY

SYSTEM; BASIS OF DESIGN:

MILLER VI-GO

MAINTAIN 2" MINIMUM

CLEAR FROM TOP OF

ROOF EDGE TO BOTTOM

OF PARAPET PLATFORM

/SEE �� �

LADDER BRACKET

ROOF - #001

17'-6"

ROOF - #002

23'-0"

C2

A-102

FALL PROTECTION BEYOND

PLATFORM

6"

/SEE �� �

LADDER BRACKET

FIXED STEEL LADDER

WITH INTEGRAL PARAPET

PLATFORM; HOT DIP

GALVANIZE

TO SLAB

0"

ROOF - #001

17'-6"

C2

A-102

EXISTING ROOF ASSEMBLY

FALL PROTECTION BEYOND

C3X4.1 STEEL

CHANNEL

STRINGERS

1 1/4" DIAMETER

KNURLED STEEL

RUNGS AT 12" OC

CABLE LADDER

SAFETY SYSTEM

SERRATED PLANK

PARAPET PLATFORM

3" X 1/2" LADDER

LOOP

CONCRETE ROOF

PAVER

LADDER BRACKET

/SEE �� �

3" X 1/4" CLIP ANGLE

BRACKET; SECURE

LADDER LOOP AND

PLATFORM TO PAVER

ROOF - #001

17'-6"

ROOF - #002

23'-0"

C2

A-102

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

NEW ROOF ASSEMBLY

PLATFORM

C3X4.1 STEEL

CHANNEL

STRINGERS

1 1/4" DIAMETER

KNURLED STEEL

RUNGS AT 12" OC

LADDER BRACKET

2"x24" SQUARE

CONCRETE PAVER

SEE PLAN FOR SLOPE

TAPERED INSUL

INSTALL NEW

CLAMPING RING &

STRAINER

ROOF MEMBRANE

EXIST GYPSUM

DECK TO REMAIN

5/8" COVER BOARD

FLASHING MEMBRANE

2"± INSUL (R-30 AVG);

TAPERED - SLOPE TO

DRAIN

TAPERED INSUL

ROOF - #002

23'-0"

ALIGN

EXISTING ROOF DECK TO

REMAIN

CUT EXISTING MESH AS

REQUIRED TO REMOVE

PANEL TYP

EXISTING BULB TEE TO

REMAIN

NEW 1 1/2" 18 GA ROOF

DECK W/ #10 TEK SIDELAPS

@ MIDSPAN. PAINT

UNDERSIDE OF DECK W/ (2

COAT) ZERO VOC, LATEX

PAINT. MATCH COLOR AND

SHEEN OF ADJACENT

FINISH.

1" ± INSULATION TO ALIGN

W/ EXISTING

#10-16 SCREWS @ 12" O.C.

EACH END

TAPERED INSUL (5" AVG)

ROOF MEMBRANE

5/8" COVER BOARD

EXG DECK TO REMAIN

SINGLE SPAN ROOF DECK REPAIR DETAIL

NOTES:

1. DEMOLISH EXISTING POURED GYPSUM AND

FORM BOARD FOR EACH FULL FORMBOARD PANEL

AT LOCATIONS REQUIRING REPAIR.

2. SAW CUT GYPSUM & MAINTAIN 3" TAIL OF

EXISTING REINFORCING WIRE. REMOVE GYPSUM

TO FACE OF EXISTING BULB TEE TO REMAIN.

ROOF - #002

23'-0"

MEMBRANE TERMINATION

BAR & SLNT

EXIST GYPSUM DECK

TO REMAIN

TAPERED INSUL (5" AVG)

ROOF MEMBRANE

5/8" COVER BOARD

MTL ROOF EDGE

FULLY ADHERE MEMBRANE

TO EXIST WALL. EXTEND

OVER T.O. EXISTING PRAPET.

EXIST INSULATED METAL

PANEL TO REMAIN

7/8"

CMU

9 5/8" 1/2"

M.P.

4"

VIF

1'-3" ±

EXISTING 2X BLOCKING TO

REMAINEXISTING CMU

TOP OF

PARAPET @

1'-9" ABOVE

EXISTING

GYPSUM DECK

TOP OF PARAPET

@ 1'-5 1/4" ABOVE

EXISTING

GYPSUM DECK

ROOF MEMBRANE

FLASHING

MTL ROOF EDGE

FALL PROTECTION

7"

1/ 2"

CL

RUNG

C3x5 GALV LADDER

STRINGER BREAK MTL COVER PLATE

W/ SLNT

1" SQ OR 1" DIA GALV

LADDER RUNGSPRAY FOAM INSUL AT

CAVITY

EXISTING CMU WALL TO

REMAIN

(3) EXPANSION BOLT

ANCHORS; ANCHOR INTO

EXISTING CMU.

EXISTING VENT

METAL HOOD

CONTINUOUS BEAD

OF LAP SEALANT

COMPRESSION

RING & SEALANT

MEMBRANE

FLASHING

EXISTING ROOF

DECK

ROOF INSULATION

5/8" COVER BOARDROOF

MEMBRANE

FLASHING

2X WOOD BLOCKING

1' -6

RUN ROOF MEMBRANE

FLASHING UP CURB

PRE-FABRICATED

METAL ROOF CURB

3" MIN ADHESIVE OVER

EPDM PRIMER

ALIGN W/ EDGE

OF OPENING

EXISTING ROOF DECK

REFER TO ROOF PLAN

FOR ROOF ASSEMBLY

ROOF - #002

23'-0"

ROOF - #002

23'-0"

NEW 1 1/2" 18 GA ROOF

DECK W/ #10 TEK SIDELAPS

@ MIDSPAN. PAINT

UNDERSIDE OF DECK W/ (2

COAT) ZERO VOC, LATEX

PAINT. MATCH COLOR AND

SHEEN OF ADJACENT

FINISH.

#10-16 SCREWS @ 12" O.C.

EACH END

1" ± INSULATION TO ALIGN

W/ EXISTING

PROVIDE L 1 1/2" X 1 1/2" X

3/16" EDGE 4'S FROM JOIST

TO BEAM AT EDGES OF

INFILL

TAPERED INSUL (5" AVG)

ROOF MEMBRANE

5/8" COVER BOARD

ALIGN

EXISTING STEEL TO

REMAIN

EXISTING 2" POURED

GYPSUM DECK ON 1/2"

GYPSUM BOARD FORM

LINERS TO REMAIN

EXISTING JOIST TO REMAIN

AS REQ'D TO C.L. OF JOIST

DEMO EXG ROOF DECK

EXISTING OPENING INFILL DETAIL

ROOF DECK REPAIR NOTES:

1. REPAIR LOCATIONS AS INDICATED ON PLANS ARE BASED ON VISUAL OBSERVATIONS OF THE

UNDERSIDE OF DECK AND MAY NOT INDICATE ALL AREAS REQUIRING REPAIR.

2. CONTRACTOR TO PROVIDE PLAN LOCATION AND SIZE OF ALL ROOF REPAIR LOCATIONS NOT

INDICATED ON PLANS FOR REVIEW BY CONTRACTING OFFICER TO DETERMINE APPROPRIATE

REPAIR DETAIL.

3. AT REPAIR LOCATIONS CONDITION OF EXISTING BULB TEE MUST BE ASSESSED BY

CONTRACTING OFFICER PRIOR TO PERFORMING REPAIR.

EXISTING CMU TO REMAIN

(3) EXPANSION BOLT

ANCHORS; ANCHOR INTO

EXISTING CMU.

DEMO INSULATED METAL

PANEL AS REQ'D TO

INSTALL LADDER BRACKET

EXISTING INSULATED

METAL PANEL

C3x5 GALV LADDER

STRINGER

BREAK MTL COVER PLATE

W/ SLNT

2" 2"EQ EQ

1" SQ OR 1" DIA GALV

LADDER RUNG

ELEVATION VIEW OF LADDER BRACKET PLAN VIEW OF LADDER BRACKET

1' -0

2'-0"

(3) 1/2" DIA THREADED ROD W/

DEWALT AC100T GOLD. INSTALL

AS FOLLOWS

1. USE SST GROUTED SOCK

ANCHOR @ UNGROUTED WALL

2.USE 4" EMBEDMENT IN

GROUTED WALL 3/8"x6" U BRACKET

TYP

3"

ANCHOR NOT PERMITTED, TYP

EXISTING CMU WALL

SPRAY FOAM INSUL AT

CAVITY

LAYOUT LIMITATION

VIF

6"

GALVANIZED LADDER

STRINGER

CONNECTION TO LADDER

STRINGER

1" SQ OR 1" DIA GALV

LADDER RUNG

SCALE: ����������

A6

SECT DTL-TYPICAL PARAPET@ LOW PORTION OF ROOF SLOPE

SCALE: ����������

A5

SECT DTL- THRU WALL SCUPPER

SCALE: ��������

A1

LADDER ELEVATION A - #001

SCALE: ��������

A3

LADDER ELEVATION A - #002

SCALE: ��������

A2

LADDER ELEVATION B - #001

SCALE: ��������

A4

LADDER ELEVATION B - #002

SCALE: ����������

D6

SECT DTL - TYPICAL ROOF DRAIN

SCALE: ����������

C6

SECT DTL - TYPICAL PARAPET @ HIGH PORTION OF ROOF SLOPE

SCALE: ����������

E4

PLAN DTL - STEPPED CORNER

SCALE: ����������

C2

SECT DTL - TYP LADDER PLAN DETAIL

SCALE: ����������

E2

DTL - TYP PIPE PENETRATION

SCALE: ����������

E3

DTL - TYP ROOF CURB

SCALE: ����������

C3

SECT DTL - ROOF DECK REPAIRS

SCALE: ����������

D1

DTL - TYP LADDER ATTACHEMENT

SCALE: ����������

C1

ELEV DTL - TYP LADDER ATTACHMENT