U4_TANK_BID_PLANS_3_OF_6_-_ARCHITECTURAL.pdf

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REVISIONS Date

Job:

Date:

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G0.1 1/23/2024Plotted On:

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IF THE ABOVE DIMENSION DOES NOT

MEASURE ONE INCH (1") EXACTLY,

THIS DRAWING WILL HAVE BEEN

ENLARGED OR REDUCED,

AFFECTING ALL LABELED SCALES.

1" ACTUAL

JO

B

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100% CDS

BLKG BLOCKING

BOT. BOTTOM

CONC. CONCRETE

CONT. CONTINUOUS

CU.FT. CUBIC FEET

DIA. DIAMETER

DWGS DRAWINGS

(E) EXISTING

EA. EACH

EN END NAIL

EQ. EQUAL

EXT. EXTERIOR

FDTN FOUNDATION

FT. FEET OR FOOT

GYPBD GYPSUM WALLBOARD

IN. INCH

INT. INTERIOR

LG LONG

MAX. MAXIMUM

MIN. MINIMUM

MTL METAL

(N) NEW

O/ OVER

O.C. ON CENTER

PT. PRESSURE TREATED

PLWD PLYWOOD

REF. REFER

REQ'D REQUIRED

SCHED SCHEDULE

S.F. SQUARE FEET

S.S. STAINLESS STEEL

STD STANDARD

STL STEEL

SQ. SQUARE

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

WD WOOD

W/ WITH

1.01 ALL CONSTRUCTION WORK SHALL MEET OR EXCEED THE LATEST

EDITION OF THE FOLLOWING CODES AS APPLICABLE AND AS ADOPTED BY THE

LOCAL GOVERNING AGENCIES:

2022 CALIFORNIA BUILDING CODE (2021 IBC)

2022 CALIFORNIA FIRE CODE (2021 IFC)

2022 CALIFORNIA MECHANICAL CODE (2021 UMC)

2022 CALIFORNIA PLUMBING CODE (2021 UPC)

2022 CALIFORNIA ELECTRICAL CODE (2020 NEC)

2022 ENERGY EFFICIENCY STANDARD (TITLE 24)

2022 GREEN BUILDING CODE (TITLE 24)

AND ALL ORDINANCES ADOPTED BY THE GOVERNING

AGENCIES.

1.02 THE GENERAL CONTRACTOR SHALL MAINTAIN THE CURRENT AND

COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS ON THE SITE AT

ALL TIMES IN A SECURE LOCATION.

1.03 THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE

APPROVED CONSTRUCTION DOCUMENTS FOR THE USE OF ALL TRADES AND

SHALL PROVIDE THEM TO ALL SUBCONTRACTORS, WITH UPDATES AND

APPROVED CHANGES AS REQUIRED AND NECESSARY.

1.04 THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS

SHOWN ON THESE DRAWINGS PRIOR TO COMMENCING ANY WORK OR

ORDERING ANY MATERIAL.

1.05 PROJECT DIMENSIONING STANDARDS:

1. ALL DIMENSIONS ARE MEASURED FROM THE FACE OF THE EXISTING FINISH

FOR EXISTING WALLS;

2. FACE OF EXTERIOR PLYWOOD FOR NEW EXTERIOR WALLS;

3. FACE OF STUD FOR NEW INTERIOR WALLS; AND

4. CENTER OF COLUMN OR OPENING, FACE OF CABINET, OR GRIDLINES.

MAINTAIN DIMENSIONS MARKED AS CLEAR, ALLOWING FOR THICKNESS OR

MOUNTING OF FINISHES.

WHEN TIEING INTO (E) CONDITIONS, (N) AND (E) FINISHES SHOULD ALIGN,

WHICH GOVERN ACTUAL DIMENSIONS.

GC TO CONFIRM LOCATION OF GRIDLINES IN FIELD AND ADVISE ARCHITECT OF

ANY VARIANCE.

1.06 DO NOT SCALE THE DRAWINGS. THE DIMENSIONS SHOWN SHALL

SUPERSEDE THE SCALE OF THE DRAWINGS.

1.07 ANY DISCREPANCY IN DIMENSIONS OR CONFLICT IN PLANS OR FIELD

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO CONTINUANCE OF THE WORK IN THE AFFECTED AREA. IF THE WORK

IS CONTINUED IN THE AFFECTED AREA, WITHOUT INSTRUCTION OR

CLARIFICATION BY THE ARCHITECT, THE CONTRACTOR

SHALL BE SOLELY RESPONSIBLE FOR ANY RESULTANT DEFECT, DAMAGE OR

CHANGE REQUIRED.

1.08 AT JOB COMPLETION, PRIOR TO SUBMITTING THE REQUISITION FOR

FINAL PAYMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER

WITH A REDLINED SET OF PRINTS SHOWING AS-CONSTRUCTED CONDITIONS.

1.09 THE GENERAL CONTRACTOR SHALL PROVIDE PROPER CONTAINERS ON

THE JOB SITE TO ASSURE CONTINUOUS RECYCLING OF MATERIALS.

1.10 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING

SUBCONTRACTORS AND ASSUMING THEIR COMPLIANCE WITH THE RECYCLING

PROGRAM.�

1.11 NFRC LABELS MUST REMAIN ATTACHED TO THE GLAZING

UNTIL THE INSULATION INSPECTION BY PROPER AUTHORITIES IS COMPLETED.

STEEL

BATT INSULATION

ALUMINUM

RIGID INSULATION

CMU

BRICK

EIFS

PLYWOOD

GRANULAR MATERIAL

CONTINUOUS LUMBER

EARTH

CONCRETE

CMU GROUTED SOLID

GYPSUM BOARD

SHEET NUMBER

DISCIPLINE (IE: 'A' = ARCHITECTURE)

A 2.1

A

2 A.5 4SECTION CUT

DETAIL CUT

INTERIOR ELEVATION

STRUCTURAL GRID LINES

A.1

BLKG BLOCKING

BOT. BOTTOM

CONC. CONCRETE

CONT. CONTINUOUS

CU.FT. CUBIC FEET

DIA. DIAMETER

DWGS DRAWINGS

(E) EXISTING

EA. EACH

EN END NAIL

EQ. EQUAL

EXT. EXTERIOR

FDTN FOUNDATION

FT. FEET OR FOOT

GYPBD GYPSUM WALLBOARD

IN. INCH

INT. INTERIOR

LG LONG

MAX. MAXIMUM

MIN. MINIMUM

MTL METAL

(N) NEW

O/ OVER

O.C. ON CENTER

PT. PRESSURE TREATED

PLWD PLYWOOD

REF. REFER

REQ'D REQUIRED

SCHED SCHEDULE

S.F. SQUARE FEET

S.S. STAINLESS STEEL

STD STANDARD

STL STEEL

SQ. SQUARE

T&B TOP & BOTTOM

TBD TO BE DETERMINED

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VIF VERIFY IN FIELD

WD WOOD

W/ WITH

BUILDING DATA

PLUMBING FIXTURE CALCULATIONS

Project Name Building Address Assessor’s Parcel # Zoning District

ESSENTIAL BUILDING DATA PROVIDED CBC SECTION

Building Construction Type V-B NON-SPRINKLERED CBC Section 602

Occupancy Group of Subject Space U CBC Section 304

Area of Subject Space 463 Number of Stories of Subject

Space 1

Clear Height of Subject Space 8' 4" Sprinkler System NO CBC Section 903.3.1.1

GROSS AREA LOAD FACTOR OCCUPANT LOAD

Separate Facilities Required:

CPC 422.2 463

FIXTURE TYPE

REQUIRED PROVIDED

CPC SECTION

M F M F

Water Closet 0 0 0 0 Urinal 0 0 0 0

Lavatory 0 0 0 0 Service Sink NO

Drinking Fountain NO

UNIVERSITY TANK 4 REPLACEMENT

1991 EMPIRE GRADE, SANTA CRUZ, CA 95060

062-041-49

A; CA; SU

OCCUPANCY GROUP U

1 Occupant/ 200 Sq. Ft. 6

GREEN BUILDING NOTES

SHEET INDEXSheet Index - DD

G0.1

A1.1

A2.1

A3.1

COVER SHEET

EXISTING & DEMO ROOF PLAN / PROPOSED ROOF PLAN

EXISTING ELEVATIONS

DETAILS

APN:

ZONING DISTRICT:

CONSTRUCTION TYPE:

062-041-49

A; CA; SU

V-B NON-SPRINKLERED

PROJECT DATA

PUMP STATION ROOF REPLACEMENT

PROJECT DESCRIPTION

PROJECT AREA: 463 SQFT

OCCUPANCY: U

GENERAL NOTES PROJECT DIRECTORY

ARCHITECT NIELSEN STUDIOS

1509 SEABRIGHT AVE., SANTA CRUZ, CA 95062

CONTACT: CHRISTIAN NIELSEN

PH: (831) 621-3926

FAX: (925) 287-0666

EMAIL: cnielsen@nielsenarchitects.com

OWNER / CLIENT CITY OF SANTA CRUZ WATER DEPARTMENT

212 LOCUST STREET

SANTA CRUZ, CA 95060

CONTACT: RODNEY CAHILL

MME, 224 WALNUT AVE #B,

SANTA CRUZ, CA 95060

PH: 831-426-3186

EMAIL: rodney@m-me.com

2.01 CONTRACTOR SHALL RETAIN ALL WASTE HAULING RECEIPTS FOR

INSPECTOR. RECEIPTS MUST INDICATE 65% SEPARATED, RECYCLABLE MATERIALS.

ALL CREDITED WASTE HAULING RECEIPTS MUST INDICATE THE MATERIAL

RECYCLED, AND CANNOT INDICATE “PUBLIC REFUSE” or “UNPROCESSED C&D”

2.02 INVENTORY, DECLARE, AND OBTAIN DOCUMENTATION OF PROPER

HAZARDOUS WASTE DISPOSAL FOR ANY UNIVERSAL WASTE MATERIALS WITH THE

SCOPE OF WORK AREA. RETAIN DOCUMENTATION FOR INSPECTOR.

2.03 PROHIBITED UNIVERSAL WASTE MATERIAL AS DEFINED IN CALGREEN

SECTION 202 INCLUDING BATTERIES, ELECTRONIC DEVICES, MERCURY-

CONTAINING EQUIPMENT, LAMPS, CATHODE RAY TUBES, CATHODE RAY TUBE

GLASS, AND AEROSOL CANS.

2.04 ALL PAINT, COATINGS, SEALANTS, CAULKINGS, ADHESIVES,

COMPOSITE WOOD PRODUCTS, AND ANY OTHER MATERIALS COVERED IN CAL

GREEN REQUIREMENTS MUST CONFORM TO CAL GREEN MANDATORY MEASURES.

CONTRACTOR TO PROVIDE DOCUMENTATION AS REQUIRED BY INSPECTOR.

2.05 PRIOR TO PERMIT ISSUANCE CONTRACTOR TO COMPLETE AND

SUBMIT THE RELEVANT CONSTRUCTION WASTE MANAGEMENT PLAN WHERE

APPLICABLE.

2.06 FOR HOMES BUILT PRIOR TO 1994, CA CIVIL CODE SECTION 1101.4

REQUIRES ALL NON-COMPLIANT PLUMBING FIXTURES TO BE UPGRADED TO MEET

CURRENT GREEN BUILDING CODE SECTION 4.303 WATER EFFICIENCIES WHEN

ANY APPLICABLE BUILDING PERMIT IS OBTAINED. THEREFORE, EXISTING NON-

COMPLIANT FIXTURES THROUGHOUT THE HOME EVEN WHERE NO OTHER WORK

IS PROPOSED MUST HAVE WATER EFFICIENT FIXTURES INSTALLED TO FINAL THIS

PERMIT. NON-COMPLIANT FIXTURES WOULD BE DEFINED AS: TOILETS > 1.6 GAL/

FLUSH, SHOWER HEADS > 2.5 GAL/MIN, AND ANY FAUCETS > 2.2 GAL/MIN.

UNIVERSITY TANK 4

REPLACEMENT

1991 EMPIRE GRADE, SANTA CRUZ, CA 95060

ABBREVIATIONS

HATCH LEGEND

SHEET NUMBER LEGEND

SYMBOLS

INTERNAL NOTES / QUESTIONS

CLIENT NOTES / QUESTIONS

STRUCTURAL NOTES / QUESTIONS

MEP NOTES / QUESTIONS

LANDSCAPE NOTES / QUESTIONS

CIVIL NOTES / QUESTIONS

TEXT COLOR INDICATORS

THE FOLLOWING COLORS OF TEXT INDICATE

THE DESCRIBED TYPE OF NOTE / QUESTION:

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BY

REVISIONS Date

Job:

Date:

Scale:

Drawn:

Checked:

22-16

NW

CN

A1.1 1/23/2024Plotted On:

1/23/2024

AS NOTED

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IF THE ABOVE DIMENSION DOES NOT

MEASURE ONE INCH (1") EXACTLY,

THIS DRAWING WILL HAVE BEEN

ENLARGED OR REDUCED,

AFFECTING ALL LABELED SCALES.

1" ACTUAL

JO

B

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6"

44'-0 3/4"V.I.F

02.01

02.02 02.02

TYPICAL VENT LOCATIONS

05.01

3/8" PLYWOOD

3" T & G SPRUCE DECKING

LINE OF BUILDING EDGE BELOW

02.01

02.02

REMOVE (E) 1" BUILT UP RIGID INSULATION

REMOVE (E) DOWNSPOUTS. TYP.

1. EXISTING CONDITIONS TO REMAIN U.N.O.

2. ITEMS SHOWN AS DASHED TO BE DEMOLISHED, TYP.

3. Prior to demolition, testing shall be performed for the presence of asbestos and lead-based paint by EPA or CA state-certified health inspectors. An application shall be submitted, and approval shall then be obtained from Monterey Bay Air Resources District (MBARD) for the hazardous or other regulated material removal. An ASB application number through MBARD or release in the form of an email from MBARD shall be provided for plan approval and permit issuance. SEE

NOTE 19 BELOW.

4. Please also note that approval release shall be required from SCEHS HazardousMaterials Division prior to permit approval.

5. NOT USED

6. CONTRACTOR TO PATCH AND REPAIR ANY AREA AFFECTED BY CONSTRUCTION TO BE IN "LIKE NEW"

CONDITION.

7. NOT USED

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. CONTRACTOR SHALL COORDINATE THE EXTENT OF THE DEMOLITION WITH CONSTRUCTION PLANS

AND PROTECT PORTIONS OF THE (E) STRUCTURE TO REMAIN.

13. CONTRACTOR SHALL ENSURE THE STABILITY OF ALL (E) STRUCTURE, FRAMING AND FOUNDATIONS TO

REMAIN DURING DEMOLITION AND CONSTRUCTION OF NEW WORK.

14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF

ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

15. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFE REMOVAL AND DISPOSAL OF ALL MATERIALS

NOT FOR RE-USE ON THIS PROJECT, RECYCLE AND HAUL ALL DEBRIS IN ACCORDANCE WITH LOCAL

JURISDICTION REQUIREMENTS.

16. RECYCLE AND/ OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION

AND DEMOLITION WASTE, PER CALIFORNIA GREEN BUILDING CODE.

17. NOT USED

18. REMOVE ALL (E) FINISHES, HARDWARE, EQUIPMENT, CONDUIT, PLUMBING AND FRAMING NECESSARY

TO ACCOMMODATE ALL NEW WORK.

19. DOCUMENTATION DOES NOT AUTHORIZE, DESCRIBE, REQUIRE OR INCLUDE THE REMOVAL OF ANY

HAZARDOUS MATERIALS OR ELEMENTS, INCLUDING ASBESTOS AND PCBS. GENERAL CONTRACTOR

SHALL COMPLY WITH ALL APPLICABLE LAWS, REGULATIONS, ORDINANCES AND RULES RELATING TO ANY HAZARDOUS OR TOXIC MATERIALS. IF GENERAL CONTRACTOR DISCOVERS ANY SUCH MATERIALS ON THE PROPERTY, GENERAL CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. ANY REMOVAL OF HAZARDOUS MATERIALS SHALL BE DOCUMENTED SEPARATELY AND SHALL OCCUR AS REQUIRED BY

CODE AND REGULATORY REQUIREMENTS.

20. CONTRACTOR TO ENSURE ALL (E) WALLS ARE PATCHED, REPAIRED AND/OR REPLACED TO PROVIDE

"LIKE NEW" LEVEL-4 APPEARANCE.

21. ALL STRUCTURAL WALLS, BEAMS AND COLUMNS SHALL REMAIN. CONTRACTOR SHALL NOTIFY

ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNDOCUMENTED STRUCTURAL COMPONENT.

22. SEE GENERAL NOTES ON G0.1 FOR ADDITIONAL INFORMATION

23. NOT USED

24. DURING CONSTRUCTION, SITE OR AREA MUST BE CLEANED UP AT THE END OF THE DAY IN ORDER TO

PROVIDE FIREFIGHTER ACCESS IN THE BUILDING IN THE EVENT OF A FIRE

25. COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN THE BUILDING. COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH SHIFT

WORK PER 2019 CFC SECTION 3304.2

26. MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY RAGS, SHALL BE STORED IN A

LISTED DISPOSABLE CONTAINER PER 2019 CFC SECTION 3304.2.4

27. CONTRACTOR TO REMOVE, PROTECT FROM DAMAGE, AND REINSTALL ALL CONDUITS AND VIDEO

CAMERAS AFTER ROOF REPLACEMENT IS COMPLETED.

GENERAL NOTES

04.01

EXTERIOR WALL OF BUILDING BELOW

KEY NOTE

(N) ROOF AREA

SPECIAL FINISH – SEE FINISH SCHEDULESF-1

(E) ROOF AREA TO BE REMOVED

A

B

A3.1

A2

.1

A2.1

A2

.1

A2.1

6"

44'-0 3/4"V.I.F

A3.1

A3.1

07.01

07.02

07.03

07.02

07.03

TYPICAL VENT LOCATIONS

05.01

3/8" PLYWOOD

3" T & G SPRUCE DECKING

TYP.

TYP.

05.01

07.01

07.02

07.03

07.04

(N) METAL COPING

(N) IB ROOF SYSTEMS - CLASS A FIRE RATED PVC ROOF SYSTEM SEE SPECIFICATIONS. SEE

DETAIL 4/A3.1

REPLACE DOWNSPOUTS AND INSTALL (N) DOWNSPOUT FILTER (LEAF EATER) TYP.

(N) VALLEY ROOF

(N) 1" BUILT UP RIGID INSULATION REPLACE (E) IN KIND. SEE SPECS.

N N

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

EXISTING & DEMO ROOF PLAN

EXIST-DEMO ROOF PLAN KEYNOTES

LEGEND - ROOF PLAN

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

PROPOSED ROOF PLAN

PROPOSED ROOF PLAN KEYNOTES

B F er n

St re et S an ta

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St re et E m er yv ille nie lse na rc hit ec ts

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nie lse na rc hit ec ts .c om

BY

REVISIONS Date

Job:

Date:

Scale:

Drawn:

Checked:

22-16

NW

CN

A2.1 1/23/2024Plotted On:

1/23/2024

AS NOTED

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IF THE ABOVE DIMENSION DOES NOT

MEASURE ONE INCH (1") EXACTLY,

THIS DRAWING WILL HAVE BEEN

ENLARGED OR REDUCED,

AFFECTING ALL LABELED SCALES.

1" ACTUAL

JO

B

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100% CDS

B A5 A3.1

(N) 2" x 3" DOWNSPOUT

8"X12" LEADER BOX TO D.S

(N) ROOF DRAIN W/ INDIRECT

CONNECTION TO (N) LEADER BOX

(N) COPING

TYP. 2" X 10" FASCIA

TYP. HARDIE TRIM WRAPPED GLU-LAM BEAM

---09.01

2 15 A3.1

1/2" PLYWOOD1/2" PLYWOOD

(N) HARDIE NON-

COMBUSTIBLE FASCIA

TYP. 2" X 10" FASCIA

(N) COPING

TYP. HARDIE TRIM WRAPPED GLU-LAM BEAM

---09.01

A B5 A3.1

(N) 2" x 3" DOWNSPOUT

(E) SPLASH BACK

8"X12" LEADER BOX TO D.S

(N) ROOF DRAIN W/ INDIRECT

CONNECTION TO (N) LEADER BOX

(N) COPING

TYP. 2" X 10" FASCIA

TYP. HARDIE TRIM WRAPPED GLU-LAM BEAM

---09.01

1 25 A3.1

(N) 2" x 3" DOWNSPOUT

TYP. 2" X 10" FASCIA

1/2" PLYWOOD1/2" PLYWOOD

(N) COPING

(N) 2" x 3" DOWNSPOUT

(N) HARDIE NON-

COMBUSTIBLE FASCIA

TYP. HARDIE TRIM WRAPPED GLU-LAM BEAM

+10'-2"

T.O.PLATE

02.01

DOOR TAG – SEE SCHEDULE ON SHEET #LayID(ref)

WINDOW TAG – SEE SCHEDULE ON SHEET #LayID(ref)

DATUM AND HEIGHT OF STRUCTURE

KEYNOTE

EXTERIOR MATERIAL TAGEX-PT-1

GENERAL NOTES

1. EXISTING CONDITIONS TO REMAIN U.N.O.

2. NO CHANGE TO EXTERIOR OF BUILDING U.N.O. GC TO MATCH EXISTING MATERIALS AT AREAS OF

PATCHING. FINISH FINISH & COLOR REF: FINISH SCHEDULE

3. CONTRACTOR IS TO COORDINATE WITH THE OWNER AND ARCHITECT ON REMOVING EXTRANEOUS ITEMS FROM THE EXTERIOR WALLS SUCH AS UNUSED CONDUIT, PIPING, UTILITY BOXES, PLYWOOD

PANELS, ETC. CONTRACTOR TO PATCH SIDING TO MATCH EXISTING ADJACENT CONDITIONS.

4. CONTRACTOR TO PAINT UTILITY BOXES, CONDUIT, PIPING, AND VENTS TO MATCH ADJACENT WALL.

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

NORTH ELEVATION

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

WEST ELEVATION

ELEVATION LEGEND

EXIST-DEMO ELEVATION KEYNOTES

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

EAST ELEVATION

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

SOUTH ELEVATION

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BY

REVISIONS Date

Job:

Date:

Scale:

Drawn:

Checked:

22-16

NW

CN

A3.1 1/23/2024Plotted On:

1/23/2024

AS NOTED

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IF THE ABOVE DIMENSION DOES NOT

MEASURE ONE INCH (1") EXACTLY,

THIS DRAWING WILL HAVE BEEN

ENLARGED OR REDUCED,

AFFECTING ALL LABELED SCALES.

1" ACTUAL

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A M

100% CDS

CLASS A ROOF SYSTEM4

NOT TO SCALE

(N) 3 LAYERS OF

FIRE SHEET - 10

(E) PLYWOOD TO

REMAIN

(E) T&G DECK TO

REMAIN

Combustible Deck: Min 15/32" plywood 3 Layers of IB FR-10 IB PVC Membrane (mechanically attached)

Class A Fire Rating (max incline 2":12") Source: UL File R15546#42

IB FASTENER AND

MEMBRANE PLATE PER

IB SPECIFICATIONS

(N) PVC - SINGLE PLY -

50 MIL MECH FASTENED

NOT TO SCALE

BUILT UP ROOF DETAIL NOT TO SCALE

ROOF SECTION

Ω A3.1

(N) CAP FLASHING

(N) ALUM. COPING

(N) CLEATS @ MAX. 5'-0"

(N) NON FLAMMABLE TRIM

(E) STRUCT. DECK

CLEATS @ 5'-0" O.C

IB COPING

REMOVE BLOCKING AS REQUIRED

FOR (N) ROOFING DETAIL

IB ROOFING LAYERS

PER SPEC

ROOF DETAIL / CRICKET

DETAIL

PVC ROOF SYSTEM (BASIS OF DESIGN)6

NOT TO SCALE

(E) PLYWOOD

(E) WOOD DECKING

(N) FIRE SHHEET - 3 LAYERS

(N) PVC - SINGLE PLY -

50 MIL MECH FASTENED

(E) PLYWOOD TO REMAIN

(N) 3 LAYERS OF FIRE SHEET -10

(N) PVC - SINGLE PLT - 50 MIL MECH FASTENED

SOFFIT BEAM DETAIL8

IB PERMA-SNAP COPING

5/4" HARDIE TRIM FASCIA

(E) WOOD FASCIA

CONT. CANT

PVC SINGLE PLY. OVER

CONT. HAT CHANNEL @ 18" O.C.

1/2" HARDIE SOFFIT

(E) 4 X BEAM PAINTED

WITH INTUMESCENT

PAINT (BEYOND)

PAINTED ALL EXISTING WOOD

SURFACES INCLUDING

UNEDER NEW FACING

INTUMESCENT PAINT - SEE NOTE

SOFFIT BEAM DETAIL9

/4

1/ 2"

(E) 3 1/4" X 1 3/8"

GLULAM BEAM

5/4 HARDIE TRIM

(BEYOND)

ALL EXISTING WOOD

SURFACES TO BE PAINTED W/

INTUMESCENT PAINT

INTUMESCENT PAINT

SEE NOTE

PVC SINGLE PLY. OVER

CONT. HAT CHANNEL OR 2X4 FIRE

TREATED

WOOD BLOCKING @ 24" O.C. MIN.

3.1

3.1

3.1

HAT CHANNEL @ 18" O.CHAT CHANNEL @ 18" O.C

SPARK / EMBER RESISTANT

SOFFIT VENTS @ EA.

SOFFIT SPACE

ROOF VENTS

3.1

SOFFIT BEAM DETAIL10

3/4" HARDIE TRIM

OVER GLULAM

BLCKG.

INTUMESCENT PAINT

SEE NOTE

(E) 3 1/4" X 1 3/8"

GLULAM BLKG

CONT. HAT CHANNEL OR

2X4 FIRE TREATED

WOOD BLOCKING

CMU

IB RECOVER MEMBRANE VENT

PVC SINGLE PLY. OVER

CONT. HAT CHANNEL @ 18" O.C.

1/2" HARDIE SOFFIT

PAINTED ALL EXISTING EXPOSED WOOD

SURFACES TO BE COVERED BY NEW FACINGCONT. HAT CHANNEL @ 18" O.C.

DRILLED HOLE EQUAL TO DIA OF VENT OUTLET (2" DIA)

VENT

Provide Intumescent paint finish over all existing EXTERIOR WOOD SURFACES withFirefree® Class A (“FfA”) intumescent paint, a water based, single component, self- priming, flame retardant coating that complies to “Class A” ratings per ASTM E 84 and also ASTM E 84 30 Minutes Extended.

EXPOSED EXTERIOR WOOD SURFACES, without other covering, then shall receive a second coat of Firefree Exterior Topcoat(“FfE”), 100% acrylic, that shall be applied over surfaces previously coated with Firefree Class A (“FfA”) paint.

WOOD SURFACE INTUMESCENT PAINT

NOT TO SCALE

ROOF DRAIN DETAIL

REVISED WALL SECTION A

NOT TO SCALE

REVISED WALL SECTION B

NOT TO SCALE