general notes daisy drive apartmentshacityventura.org/business_opportunities/drawings.pdf · 28328...

A102

1

A102

2

A102

3

SCOPE OF WORK

1. DEMOLISH ROOFING, UNDERLAYMENTS, ROOF FLASHINGS, PARAPET CAPS AND GUTTERS.

2. REMOVE EXISTING ROOFING & UNDERLAYMENT AND REPLACE WITH NEW CLASS "A", TITLE 24 COOL ROOF, TYPE 1 FIRE-RETARDANT ROOF: FIBERGLASS ROOF SHINGLES OVER UNDERLAYMENT.

3. REPLACE 20% 5/8" ROOF PLYWOOD SHEATHING - EXTERIOR GRADE FOR BIDDING PURPOSES.

4. PROVIDE NEW PAINTED WOOD FASCIAS (D.F. #1 OR BETTER) AS INDICATED PLUS PROVIDE ALLOWANCE TO REMOVE AND REPLACE 20% OF OTHER WOOD FASCIAS.

5. REMOVE EXISTING PARAPET CAP AND REPLACE WITH NEW GALVANIZED SHEET METAL PARAPET CAP, PAINT TO MATCH EXISTING.

6. REMOVE EXISTING EDGE FLASHING AND REPLACE WITH NEW SHEET METAL EDGE FLASHING, PAINT TO MATCH EXISTING.

7. REMOVE EXISTING GUTTER AND REPLACE WITH NEW 4" x 4" DEEP SHEET METAL GUTTER, PAINT TO MATCH EXISTING.

8. REMOVE EXISTING VENT FLASHINGS AND REPLACE WITH NEW VENT FLASHINGS TO MATCH EXISTING.

9. PAINT ALL FASCIAS, ROOF FLASHINGS AND GUTTERS.

VICINITY MAP

NOT TO SCALE

PROJECTSITE

LEGEND

AREA OF WORK:ROOFING REPLACEMENT

28328 AGOURA ROAD, SUITE 203AGOURA HILLS, CA 91301

(805) 530-3938 , (818) 874-0071

REVISIONS

NOTE: THIS SHEET IS ONE OF A SET OF DOCUMENTS WHICH INCLUDES, BUT IS NOT LIMITED TO, DRAWINGS AND SPECIFICATIONS ADDRESSING ALL TRADES. GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BIDDERS WITH A FULL SET OF CONSTRUCTION DOCUMENTS. ALL BIDDERS SHALL REVIEW THE ENTIRE SET OF DOCUMENTS. IF THERE IS A CONFLICT BETWEEN DISCIPLINES, THE MOST EXPENSIVE OPTION SHALL BE BID.

IF THIS SHEET IS NOT 36" X 24", IT IS NOT FULL SIZE, SCALE DRAWINGS ACCORDINGLY

DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____

A101

02.28.19

MJQ

MJQ / WJA

19-VHA-046

DAISY DRIVE APARTMENTSROOFING REPLACEMENT

SITE PLAN

10540 DAISY DRIVEVENTURA, CA 93004

1" = 20'-0"1SITE PLAN

D R A W I N G L I S T

SHT NO. DRAWING TITLE .

ARCHITECTURAL

A101 SITE PLAN

A102 ROOF PLANS

A201 EXTERIOR ELEVATIONS

A501 DETAILS

Grand total: 4

0' 20' 40' 80'10'

Daisy Drive ApartmentsROOFING REPLACEMENT

10540 DAISY DRIVEVENTURA, CALIFORNIA 93004

1. INTERPRETATION OF CONSTRUCTION DOCUMENTSA. ALL INFORMATION DEPICTED IN THESE DRAWINGS AND RELATIVE TO EXISTING CONDITIONS ISBASED ON THE BEST AVAILABLE DATA AT THE TIME THESE CONSTRUCTION DOCUMENTS WEREBEING EXCECUTED, BUT WITHOUT GUARANTEE OF ACCURACY. CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL REPORT ANY DISCREPANICES TOARCHITECT PRIOR TO COMMENCING ANY WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED RESULTING FROM THEREMOVAL OR REPLACEMENT OF WORK INSTALLED WITHOUT PROPER COORDINATION TO ALLOTHER TRADES, AND/OR PRIOR TO OBTAINING CLARIFICATION FROM THE ARCHITECT WHERECONFLICTING INFORMATION EXISTS ON THE DRAWINGS.

C. THE CONTRACTOR SHALL FURNISH ALL BIDDERS WITH A COMPLETE SET OF CONSTRUCTIONDOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS AND ADDENDUMS.

D. ALL BIDS AND LINE ITEM COSTS SUBMITTED BY THE CONTRACTOR IN CONJUNCTION WITH HISSUBCONTRACTORS ARE CONSIDERED TO INCLUDE COMPLETE COORDINATION BETWEEN THEVARIOUS DISCIPLINES AS WELL AS ALL OTHER REQUIREMENTS OF THESE CONSTRUCTIONDOCUMENTS, INCLUDING BUT NOT LIMITED TO CODE AND PUBLIC UTILITY REQUIREMENTS.FURTHER, WHERE THERE ARE CONFLICTING SOLUTIONS IN THE CONSTRUCTION DOCUMENTS ANDBID OR LINE ITEM COST IS SUBMITTED BY THE CONTRACTOR WITHOUT ANY FORMAL WRITTENREQUEST FOR CLARIFICATION PRIOR TO BID OPENING, ALL SUCH ITEMS WILL BE CONSIDERED TOINCLUDE THE MOST EXPENSIVE OF THE POSSIBLE SOLUTIONS DEPICTED IN THE CONSTRUCTIONDOCUMENTS.

E. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTENAPPROVAL OF THE ARCHITECT AND DSA.

2. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND THE 2016CALIFORNIA BUILDING CODE.

3. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURE'S INSTRUCTIONS ORREQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH INEFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN.

4. CONTRACTOR SHALL VISIT THE SITE TO INVESTIGATE AND VERIFY ALL DIMENSIONS AND EXISTINGSITE CONDITIONS AT JOB SITE PRIOR TO START OF WORK. ALL QUESTIONS SHALL BE SENT TOARCHITECT.

5. ALL DIMENSIONS INDICATED ARE BELIEVED TO BE ACCURATE, BUT ARE NOT GUARANTEED TO BESO. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TOTHE ARCHITECT. COORDINATE WITH EXISTING CONDITIONS WHERE INSUFFICIENT DETAILDIMENSIONS ARE AVAILABLE. ALL DIMENSIONS ARE TO FINISHED FACE OF CONSTRUCTION ORCENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AT “CLR” (CLEAR)ARE NOT ADJUSTABLE WITHOUT ARCHITECT’S APPROVAL.

6. DIMENSIONS SHOWN SHALL HAVE PREFERENCE OVER SCALE.

7. ALL ITEMS INCLUDING BUILDINGS SHOWN ARE EXISTING UNLESS NOTED AS NEW (N).

8. CONTRACTOR SHALL PROTECT ALL SURFACES & FIXTURES TO REMAIN DURING DEMOLITION ANDCONSTRUCTION.

9. ALL DAMAGE DONE TO EXISTING CONSTRUCTION AS A RESULT OF DEMOLITION OR INSTALLATIONSHALL BE COMPLETELY REPAIRED BY CONTRACTOR AT NO COST TO OWNER. REPAIRED WORKSHALL MATCH EXISTING CONSTRUCTION.

10. WHERE PATCHES ARE REQUIRED IN EXISTING, SURFACES ADJACENT MATERIAL SHALL BEMATCHED IN TEXTURE AND FINISH.

11. "DEMOLISH" AND "REMOVE" SHALL MEAN TO DEMOLISH, REMOVE FROM THE SITE AND DISPOSE OFIN A LEGAL MANNER UNLESS NOTED OTEHRWISE. TERMINATE PIPING BELOW SUBSTRATE FORPATCHING. ELECTRICAL WIRE DISCONNECT SHALL BE AT THE SOURCE OF POWER.

12. CONTRACTOR SHALL THOROUGHLY CLEAN AND SECURE THE AREA OF CONSTRUCTION AFTEREACH DAY OF WORK. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRISOFF SITE.

13. ALL WORK, INCLUDING REMOVAL OF EXISTING WORK, SHALL BE PERFORMED IN A MANNER THATMINIMIZES THE AMOUNT OF NOISE, DUST, TRAFFIC AND/OR OTHER FORMS OF DISTURBANCES INCOMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES SO THAT THE PUBLIC, STUDENTSAND STAFF, AS WELL AS OTHER OCCUPIED AREAS OF THE SCHOOL ARE SUBJECTED TO AS LITTLEDISRUPTION AS REASONABLY POSSIBLE.

14. ROUTES OF INGRESS AND EGRESS FOR MATERIALS AND WORKMEN, AND LIMITS OF THE PROJECTAREA WILL BE DESIGNATED BY THE OWNER. THE CONTRACTOR SHALL CONFINE HIS ACTIVITESWITHIN SUCH LIMITS. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE SAFETY ANDDUST BARRIERS IN THE SITE, ACROSS CORRIDORS AND ELSEWHERE AS REQUIRED.

15. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THE ARCHITECTURAL DRAWINGS WITHTHE SPECIFICATIONS. ANY DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT IN WRITIING BEFORE PROCEEDING WITH ANY RELATED WORK.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIRE RATING CONTINUITY OF STRUCTURE, WALLS,FLOOR AND CEILINGS INTERRUPTED BY THE WORK OF ALL TRADES. THIS INCLUDES, BUT IS NOTLIMITED TO, FIRE RATED ENCLOSURES AT THE CEILING AND WALLS OF CORRIDORS AND STORAGEROOMS, DUCT SHAFTS.

17. CONTRACTOR SHALL PROVIDE TEMPORARY EIGHT (8) FEET HIGH CHAIN LINK FENCE BARRICADESAT WORK AREAS, OWNER APPROVED STORAGE AREAS AND WHEREVER NECESSARY TO MAINTAINA SAFE PASSAGE AND SAFE ENVIRONMENT.

18. THE CONTRACTOR SHALL NOT COMMENCE THE WORK, IN PART OR IN FULL, PRIOR TO OBTAININGTHE NOTICE-TO-PROCEED (NTP) FROM OWNER.

19. THE PROVISIONS OF CFC CHAPTER 14 AND CBC CHAPTER 33 SHALL BE ENFORCED ON THISPROJECT.

20. UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE DRAWINGS, ALL EXISTING CONDITIONS SHALLREMAIN AS-IS.

GENERAL NOTES

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VENTURA HOUSING AUTHORITY

FEBRUARY 28, 2019

N

995 RIVERSIDE ST., VENTURA, CALIFORNIA 93004 (805) 648-5008

7.01

D.01

D.06

7.04

TYP.

TYP.

RID

GESLOPE SLOPE

RID

GE

D.01

7.01

E.02

D.05

D.04E.01

7.02

7.03

TYP.

TYP.

TYP.

TYP.

TYP.

2

A501

1

A501

D.03

6.01

INSIDE TYP.

RID

GESLOPE SLOPE

RID

GESLOPE SLOPE

RID

GE

RID

GE

RIDGE

SLO

PE

SLO

PE

D.06

D.01

E.02

D.05

E.01

D.01

E.04D.03

6.01

7.01

7.04

7.01

7.03

TYP.

TYP.

TYP.

TYP.

TYP.

INSIDE TYP.

TYP.D.04

7.02

TYP.

±3' - 0" ±3' - 0"

1

A501

2

A501

4

A501

7.017.04

D.01D.06

TYP. TYP.

7.02

D.04

TYP.

TYP.

D.05

7.03

E.01

E.02

TYP.D.01

7.01

TYP.

TYP.

RIDGERIDGE RIDGE

SLO

PE

SLO

PE

1

A501

2

A501

6.01

D.03

INSIDE TYP.

1. NEW ROOF SHALL BE CLASS "A", TITLE 24 COOL ROOF, TYPE 1 FIRE-RETARDANT, FIBERGLASS SHINGLES OVER 40# UNDERLAYMENT.

2. REPLACE VENT FLASHINGS IN ALL BUILDINGS.


GENERAL NOTES


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____

A102

02.28.19

MJQ

MJQ / WJA

19-VHA-046

DAISY DRIVE APARTMENTS

ROOFING REPLACEMENT

ROOF PLANS


1/4" = 1'-0"1ROOF PLAN - BUILDING TYPE A & B

1/4" = 1'-0"2ROOF PLAN - BUILDING TYPE C

1/4" = 1'-0"3ROOF PLAN - BUILDING TYPE D

KEYNOTES

6.01 (N) 2x8 FASCIA BOARD (D.F. #1 OR BETTER), PAINTED TO MATCH (E)

7.01 (N) FIBERGLASS ROOF SHINGLES OVER UNDERLAYMENT

7.02 (N) GALVANIZED SHEET METAL PARAPET CAP, PAINTED TO MATCH (E)

7.03 (N) EDGE FLASHING, PAINTED TO MATCH (E)

7.04 (N) 4" WIDE x 4" DEEP SHEET METAL GUTTER, PAINTED TO MATCH (E)

E.01 (E) 2x8 FASCIA BOARDS (D.F. #1 OR BETTER), REPLACE 20% FORBIDDING PURPOSES

E.02 (E) 5/8" ROOF PLYWOOD SHEATHING - EXTERIOR GRADE, REPLACE20% FOR BIDDING PURPOSES

E.04 (E) CRICKET

0' 2' 4' 8' 16'

DEMOLITION KEYNOTES

D.01 DEMOLISH (E) ROOFING & UNDERLAYMENT

D.03 DEMOLISH (E) 2x8 FASCIA BOARD

D.04 DEMOLISH (E) PARAPET CAP

D.05 DEMOLISH (E) EDGE FLASHING

D.06 DEMOLISH (E) GUTTER

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N N

N N

N

N

BLDGC1/C2

BLDGC3/C4

BLDGA1/B1

BLDGA2/B2

BLDGD1/D2

BLDGD3/D4

12

7

12

7

3

A501

D.01

7.01

TYP.

E.02

TYP.

D.04

E.01

7.02

TYP.

7.04

TYP.

D.06

TYP.

D.01

7.01

TYP.

D.05

7.03

TYP.

2

A501

A1 ONLY

A2ONLY

D.03

6.01

INSIDE TYP.

E.03

D.04

7.02

TYP.

E.01

1

A501

12

7

12

7

TYP.

B1ONLY

B2ONLY

C2ONLY

C4ONLY

1. NEW ROOF SHALL BE CLASS "A", TITLE 24 COOL ROOF, TYPE 1 FIRE-RETARDANT, FIBERGLASS SHINGLES OVER 40# UNDERLAYMENT.

2. REPLACE VENT FLASHINGS IN ALL BUILDINGS.


GENERAL NOTES


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____

A201

02.28.19

MJQ

MJQ / WJA

19-VHA-046


ROOFING REPLACEMENT

EXTERIOR ELEVATIONS


1/8" = 1'-0"ABUILDING TYPE "A" - EXTERIOR ELEVATIONS

1/8" = 1'-0"BBUILDILNG TYPE "B" - EXTERIOR ELEVATIONS

1/8" = 1'-0"CBUILDING TYPE "C" - EXTERIOR ELEVATIONS

1/8" = 1'-0"DBUILDING TYPE "D" - EXTERIOR ELEVATIONS

0' 4' 8' 16' 32'

(SEE A/A201 FOR ADDITIONAL NOTES)



DEMOLITION KEYNOTES

D.01 DEMOLISH (E) ROOFING & UNDERLAYMENT

D.03 DEMOLISH (E) 2x8 FASCIA BOARD

D.04 DEMOLISH (E) PARAPET CAP

D.05 DEMOLISH (E) EDGE FLASHING

D.06 DEMOLISH (E) GUTTER

KEYNOTES

6.01 (N) 2x8 FASCIA BOARD (D.F. #1 OR BETTER), PAINTED TO MATCH (E)

7.01 (N) FIBERGLASS ROOF SHINGLES OVER UNDERLAYMENT

7.02 (N) GALVANIZED SHEET METAL PARAPET CAP, PAINTED TO MATCH (E)

7.03 (N) EDGE FLASHING, PAINTED TO MATCH (E)

7.04 (N) 4" WIDE x 4" DEEP SHEET METAL GUTTER, PAINTED TO MATCH (E)

E.01 (E) 2x8 FASCIA BOARDS (D.F. #1 OR BETTER), REPLACE 20% FOR BIDDINGPURPOSES

E.02 (E) 5/8" ROOF PLYWOOD SHEATHING - EXTERIOR GRADE, REPLACE 20%FOR BIDDING PURPOSES

E.03 (E) 7/8" EXTERIOR PLASTER TO REMAIN

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NORTH: D1/D2SOUTH: D3/D4

NORTH: C1/C2SOUTH: C3/C4

NORTH: B1EAST: B2

NORTH: A1EAST: A2

WEST: D1/D2EAST: D3/D4

SOUTH: D1/D2NORTH: D3/D4

EAST: D1/D2WEST: D3/D4

WEST: C1/C2EAST: C3/C4

SOUTH: C1/C2NORTH: C3/C4

EAST: C1/C2WEST: C3/C4

WEST: B1NORTH: B2

SOUTH: B1WEST: B2

EAST: B1SOUTH: B2

WEST: A1NORTH: A2

SOUTH: A1WEST: A2

EAST: A1SOUTH: A2

SLOPE

V.I.

F.

(E)

1' -

0"

REPLACE (E) PARAPET CAP WITH (N) TO MATCH (E)

PAINT (E) FASCIA BOARDS - PROVIDE ALLOWANCE TO REMOVE AND REPLACE 20% OF OTHER FASCIA BOARDS (D.F. #1 OR BETTER)

(E) EXTERIOR PLASTER

(E) 2x STUDS @ 16" O.C.

REPLACE 20% 5/8" PLYWOOD SHEATHING - EXT. GRADE FOR BIDDING PURPOSES

REPLACE (E) ROOFING WITH (N) FIBERGLASS ROOF SHINGLES OVER UNDERLAYMENT

(N) 2 x 8 FASCIA BOARD, PAINTED @ INTERIOR OF PARAPET(D.F. #1 OR BETTER)

(N) SHT. MET. COUNTER FLASHING, PAINTED

(N) STEP FLASHING

PAINT (E) FASCIA BOARDS, PROVIDE ALLOWANCE TO REMOVE AND REPLACE 20% OF OTHER FASCIA BOARDS (D.F. #1 OR BETTER)


(E) 2x STUDS @ 16" O.C.



(E) PREFABRICATED WOOD TRUSSES @ 24" O.C.

7

12

REPLACE (E) SHT. MET. COUNTERFLASING WITH (N) TO MATCH (E)

REPLACE (E) SHT. MET. GUTTER WITH (N) TO MATCH (E)


REPLACE (E) BLOCKING WITH (N)

(E) SHT. MET. COUNTERFLASHING TO BE RE-PAINTED

(E) 2x STUDS @ 16" O.C.



NEW STEP FLASHING

(E) 2x STUDS @ 16" O.C.



(E) PREFABRICATED WOOD TRUSSES @ 24" O.C.

7

12

PROVIDE TWO LAYERS OF UNDERLAYMENT OVER CRICKET AND 3' - 0" BEYOND

7

12

(E) PLYWOOD CRICKET OVER 2 x 4 FRAMING @ 16" O.C.

N.T.S.3' - 0

".

N.T.S.

3' - 0".

NOTE: PROVIDE LEAK BARRIER AT ALL VALLEYS PER SPECIFICATIONS.


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____

A501

02.28.19

MJQ

MJQ / WJA

19-VHA-046


ROOFING REPLACEMENT

DETAILS


3" = 1'-0"1ROOF PARAPET

3" = 1'-0"2GUTTER

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3" = 1'-0"3WALL-ROOF FLASHING

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

general notes daisy drive apartmentshacityventura.org/business_opportunities/drawings.pdf · 28328...

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