Agenda packet — Oxnard City Council, September 19, 2023 (part 2 of 4)

140

47. Non-Federal Prevailing Wage Rates
(a) Any prevailing wage rate (including basic hourly rate and any fringe benefits), determined under State or tribal law to be prevailing, with respect to any employee in any
trade or position employed under the contract, is
inapplicable to the contract and shall not be enforced
against the Contractor or any subcontractor, with respect to employees engaged under the contract whenever
such non-Federal prevailing wage rate exceeds:
(1) The applicable wage rate determined by the Secretary of Labor pursuant to the Davis-Bacon Act (40 U.S.C.
3141 et seq.) to be prevailing in the locality with
respect to such trade;
(b) An applicable apprentice wage rate based thereon
specified in an apprenticeship program registered with
the U.S. Department of Labor (DOL) or a DOLrecognized State Apprenticeship Agency; or (c) An applicable trainee wage rate based thereon specified in a DOL-certified trainee program.

48. Procurement of Recovered Materials.
(a) In accordance with Section 6002 of the Solid Waste
Disposal Act, as amended by the Resource Conservation
and Recovery Act, the Contractor shall procure items
designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR Part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition. The Contractor shall procure items designated in the EPA
guidelines that contain the highest percentage of
recovered materials practicable unless the Contractor
determines that such items: (1) are not reasonably
available in a reasonable period of time; (2) fail to meet reasonable performance standards, which shall be
determined on the basis of the guidelines of the National Institute of Standards and Technology, if applicable to the item; or (3) are only available at an
unreasonable price.
( ) Paragraph (a) of this clause shall apply to items
purchased under this contract where: (1) the
Contractor purchases in excess of $10,000 of the item
under this contract; or (2) during the preceding
Federal fiscal year, the Contractor: (i) purchased any
amount of the items for use under a contract that was
funded with Federal appropriations and was with a
Federal agency or a State agency or agency of a
political subdivision of a State; and (ii) purchased a
total of in excess of $10,000 of the item both under
and outside that contract.

Previous editions are obsolete Page 19 of 19 form HUD-5370 (1/2014) Replaces form HUD-5370-A
141

VICINITY MAP
251AND 257

FASHION PARK PLACE
FASHION PARK PL. FASHION PARK PL.

DAVIS CT. DAVIS CT.

E BARD RD. E BARD RD.

SAVIERS RD. SAVIERS RD.

SAVIERS RD.

E DOLLIE ST. E DOLLIE ST. 234 FASHION PARK PLACE

LICENSED ARCHITECT

CALI FORN I OF ET AT S A
DAVI
TE KES
No. C21175Ren. 02/25
C R . D SON

LICENSED ARCHITECT

CALI FORN I OF ET AT S A

I LONA TT SCO
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

BCDEFGHJKL

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

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93033

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030
PLAN CHECK / PERMIT No. 20-1534
4/27/2023 2:48:21 PM
G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\City of Oxnard - Fashion Park Apts - CD (Site and Elevs).rvt G-000 20-190709 TJL ISS ISS COVER SHEET

FASHION PARK APARTMENTS
234, 251, & 257 FASHION PARK PLACE - OXNARD, CA 93033

CITY OF OXNARD HOUSING AUTHORITY
435 SOUTH D STREET - OXNARD, CA 93030

CONSTRUCTION NOTES

1. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF APPLICABLE STATE AND LOCAL CODES, LAWS, AND STATUES. NOTHING IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE CODES, LAWS AND STATUES.

2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A PERMIT SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND ADDENDA ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUESTED. ADDITIONALLY CONTRACTOR SHALL MAINTAIN ON SITE COPIES OF APPLICABLE CODES AND REFERENCE DOCUMENTS, OR HAVE DIRECT ACCESS VIA REMOTE COMPUTER AND/OR INTERNET ACCESS.

3. CONTRACTOR SHALL REVIEW ALL THE CONTRACT DOCUMENTS, THE PROJECT SITE AND BECOME FAMILIAR WITH THE SCOPE OF WORK AND INTENT OF THE CONTRACT DOCUMENTS. IT IS INCUMBENT UPON THE CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERING DISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS. DURING BIDDING, OBTAIN PROPER, WRITTEN CLARIFICATION OF THE DISCREPANCY, CONFLICT, OR UNCLEAR ITEM PRIOR TO SUBMISSION OF BIDS. DURING CONSTRUCTION, DO NOT PROCEED WITH DEMOLITION UNTIL THE DISCREPANCY OR CONFLICT IS RESOLVED.

4. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK SHALL BE MADE IMMEDIATELY BY THE CONTRACTOR(S), WHO SHALL COMPARE IT WITH THE CONTRACT DOCUMENTS AND SATISFY THEMSELVES AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. CONTRACTOR(S) SHALL, AT SUCH TIME, CHECK LOCATIONS OF THE EXISTING STRUCTURES AND EQUIPMENT WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE FOR EXTRA EXPENSE TO WHICH MAY BE MAY BE INCURRED DUE TO FAILURE O NEGLECT ON THEIR PART TO MAKE SUCH EXAMINATION.

5. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL OF THE CONTRACT DOCUMENTS AS THEY RELATE TO THE CONTRACTOR'S WORK. IN ADDITION, EACH CONTRACTOR IS RESPONSIBLE TO COORDINATE THEIR OWNER WORK WITH HE WORK OF OTHER TRADES.

6. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP THROUGHOUT. THE DOCUMENTS DO NOT ILLUSTRATE EVERY CONDITION. THE CONTRACTOR, IN ASSUMING RESPONSIBILITY FOR THE WORK INDICATED, SHALL COMPLY WITH THE DESIGN INTENT AS WELL AS THE LETTER IN WHICH THEY ARE PREPARED.

7. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH ON ALL RELATED DOCUMENTS.

8. WORK LISTED, SHOWN, OR REASONABLY INFERRED ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS OR VENDORS AND OWNER TO ASSURE THAT SCHEDULES ARE MET AND THAT WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS.

9. UNLESS OTHERWISE NOTED, WORK SCOPE IS ASSUMED NEW UNLESS NOTED AS EXISTING.

10. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY SCOPE DEFINED IN THE CONSTRUCTION DOCUMENTS IS INTENDED TO MEAN THAT SUCH SHALL BE FURNISHED, INSTALLED, AND CONNECTED, UNLESS OTHERWISE NOTED.

11. IT IS REQUIRED THAT ALL CONTRACTORS AND THEIR PERSONNEL ARE PROPERLY TRAINED AND COMPETENT TO CONSTRUCT AND OTHERWISE CARRY OUT THE INTENT OF THE WORK INCORPORATED INTO THE CONTRACT DOCUMENTS.

12. THE CONTRACT DOCUMENTS CONSIST OF THE COMPLETE DRAWINGS, PROJECT MANUAL, SPECIFICATIONS, REPORTS, BIDDING INFORMATION AND OTHER INFORMATION PREPARED BY THE ARCHITECT, IT'S CONSULTANTS OR THE CONSULTANTS HIRED BY THE OWNER. IN THE EVENT OF DISCREPANCIES OR CONFLICTS IN THE DOCUMENTS, INFORMATION IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE DRAWINGS, AND LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER THE DRAWINGS, AND LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT, COORDINATION AND SAFE EXECUTION OF CONSTRICTION MEANS, METHODS, SHORING, AND PROCEDURES.

14. AT NO ADDITIONAL COST TO THE OWNER, CONTRACTOR SHALL CORRECT WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH HIS WORK.

16. CONTRACTOR SHALL PROTECT AREA OF WORK AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC..., AND SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES OR ENCLOSURES AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. AT NO ADDITIONAL EXPENSE TO THE OWNER, THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGE TO NEW AND EXITING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT TO THE SATISFACTION OF THE OWNER.

17. CONTRACTORS SHALL EXERCISE CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING, IN ANY WAY, FINISHED WORK OR EXISTING TO REMAIN WORK OR CREATING A SAFETY HAZARD IN OR OUTSIDE JOBSITE.

18. ONLY APPROVED WORKING DRAWINGS, WITH THE STATEMENT "ISSUED FOR CONSTRUCTION" ON THE COVER SHEET, SHALL BE USED FOR CONSTRUCTION OF THIS PROJECT.

19. DIMENSIONS ON CONSTRUCTION DRAWINGS ARE TO FACE OF STUD WALL OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS NOTED "(E)" MEANING EXISTING ARE TO BE FIELD VERIFIED PRIOR TO LAYING OUT WORK.

20. IN THE CASE OF DIMENSIONS NOTED AS "CLEAR" CONTRACTOR IS RESPONSIBLE FOR REVIEWING PLANS TO DETERMINE ACTUAL THICKNESS OF FINISHES AND MEASURE FROM OUTSIDE FACE OF WALL TO ADJACENT SURFACE.

21. CONTRACTOR SHALL LEAVE JOB SITE AND AFFECTED AREAS CLEAN AND IN AN ORDERLY MANNER READY FOR MOVE IN. THIS IS TO INCLUDE CLEANING OF THE INTERIOR AND EXTERIOR FACES OF NEW AND EXISTING GLASS.

SHEET INDEX
GENERALG-000 COVER SHEETG-001 CONDITIONS OF APPROVALSTRUCTURALS-1.0 GENERAL NOTESS-1.1 GENERAL NOTES (CONT.)S-2.0 FOUNDATION PLANS-2.1 FLOOR FRAMINGS-2.2 ROOF FRAMING PLANS-3.0 STRUCTURAL DETAILSS-3.1 STRUCTURAL DETAILSARCHITECTURALA-001 SITE PLANA-100 DEMO FLOOR PLANS - 1ST & 2NDA-101 FLOOR PLANS - 1ST & 2NDA-201 ELEVATIONSA-301 BUILDING SECTIONSA-401 LSV - KITCHENSA-402 LSV - BATHROOMA-501 SITE DETAILSA-502 ACCESSIBLE DETAILSA-503 ROOF, DOOR & WINDOW DETAILSA-601 SCHEDULESA-602 WALL LEGENDA-701 MECHANICAL PRODUCT INFORMATIONMECHANICALM-0.0 HVAC NOTES/DETAILSM-1.0 HVAC PLANN-1 TITLE 24 CALCSN-2 TITLE 24 CALCSPLUMBINGP-0.0 PLUMBING NOTES & DETAILSP-1.0 PLUMBING PLANELECTRICALE-001 GENERAL NOTES, SYMBOLS & DETAILSE-002 RESIDENTIAL LIGHTING COMPLIANCE FORMSE-003 ELECTRICAL SITE PLANE-101 DEMO FLOOR PLANS 1ST & 2NDE-103 ELECTRICAL FLOOR PLANS - 1ST & 2ND SECTION 504 DISABILITY COMPLIANT DESIGN AND MODIFICATION OF EXISTING 2 STORY 5-BEDROOM UNIT, CONVERT UNIT INTO A FIRST FLOOR ONE-BEDROOM ACCESSIBLE UNIT WITH ADDED AREA TO PROVIDE ADEQUATE BEDROOM SIZE; AND A 2-STORY TWO-BEDROOM UNIT NOT ACCESSIBLE BUT MODERNIZED. PROVIDE ONE-HOUR AND SOUND SEPARATION BETWEEN THE TWO UNITS. PAINT ENTIRE BUILDING EXTERIOR.SCOPE OF WORK PROPERTY & PROJECT INFORMATION ZONE:

EXISTING: R-4-PD (HIGH RISE RESIDENTIAL - PLANNED DEVELOPMENT)PROPOSED: R-4-PD (HIGH RISE RESIDENTIAL - PLANNED DEVELOPMENT)

PROJECT DESCRIPTION
OWNERCity of Oxnard Housing Authority435 South D StreetOxnard, California, 93030Housing Director: Emilio RamirezPhone: 805-385-8096Fax: 805-385-7969E-mail : [email protected] Manager: Fredi ContrerasPhone: 805-385-7887Fax: 805-385-7969E-mail: [email protected] & Associates ArchitectsIlona S. Scott, ArchitectLicense Number: C11881300 Montgomery AvenueOxnard, California, 93036Phone: 805-988-0912Fax: 805-981-4510E-Mail: [email protected]

PROJECT DIRECTORY
STRUCTURAL/ MECHANICAL/ PLUMBING ENGINEERAll Trade Engineering & DesignShane JuddLicense Numbers: C70991, M34632,17 E. High Street, Suite A Moorpark, California 93021Phone: 805-552-4000E-mail: [email protected] ENGINEERJMPE Electrical EngineeringJohn MaloneyLicense Number: E016083627 Olive StreetSanta Barbara, California 93101Phone: 805-569-9216E-Mail: [email protected] ADDRESS: 234, 251, & 257 FASHION PARK, OXNARD, CALIFORNIA 93036 EXISTING TO CONVERT: AREA(2) 5 BEDROOM UNITS 1,564 S.F. x 2 = 3,128 S.F.

PROPOSED CONVERSION: AREARESIDENTIAL BUILDING 5,912 S.F.(2) 2 BEDROOM UNITS 1,166 S.F. x 2 = 2,332 S.F.(2) 1 BEDROOM UNITS 398 S.F. x 2 = 796 S.F.

ADDITION 121 S.F. x 2 = 242 S.F.

TOTAL 3,370 S.F.

EXISTING (234): AREARESIDENTIAL BUILDING 3,912 S.F.(1) 5 BEDROOM UNITS 1,564 S.F.(1) 4 BEDROOM UNITS 1,271 S.F.(1) 2 BEDROOM UNITS 965 S.F.EXISTING TO CONVERT: AREA(1) 5 BEDROOM UNIT 1,564 S.F.

PROPOSED CONVERSION: AREARESIDENTIAL BUILDING 4,033 S.F.(1) 2 BEDROOM UNITS 1,166 S.F.(1) 1 BEDROOM UNITS 398 S.F.

ADDITION 121 S.F.

EXISTING TOTAL 1,685 S.F. (251-257): AREARESIDENTIAL BUILDING 5,670 S.F.(2) 5 BEDROOM UNITS 1,564 S.F. x 2 = 3,128 S.F.(2) 4 BEDROOM UNITS 1,271 S.F. x 2 = 2,542 S.F.EXISTING BUILDING: Type V-B Not Sprinklered. No change for proposed T.I.EXISTING OCCUPANCY GROUP: Group R-2 No change for proposed T.I.

CODE ENFORCEMENT JURISDICTION: CITY OF OXNARD - BUILDING AND SAFETYZONING JURISDICTION: CITY OF OXNARD - PLANNING DEPARTMENT CODE TITLE EDITION LOCAL AMENDMENTS Administrative Bldg. Stnds. Admin Code 2019Building California Bldg. Code 2019Access Compliance California Bldg. Code 2019Mechanical California Mech. Code 2019Electrical California Electrical Code 2019Plumbing California Plumbing Code 2019Fire Prevention California Fire Code 2019 YES State Fire Marshall Regs. 2017NFPA 99 2018
Zoning Code CITY OF OXNARD
TOTAL EXISTING TO CONVERT AREA(251, 257 & 234):(3) 5 BEDROOM UNITS 1,564 S.F. x 3 = 4,692 S.F.

TOTALPROPOSED CONVERSION: AREA(3) 2 BEDROOM UNIT 3,498 S.F.(3) 1 BEDROOM UNIT 1,194 S.F.

ADDITION 363 S.F.

TOTAL 5,055 S.F.

APPROVALS REQUIRED: B&S PERMITSASSESSOR'S PARCEL NUMBERS:222-0-151-085 & 222-0-152 ISSUE

NO DESCRIPTION DATE
1 PLAN CHECK SUBMITTAL 08/10/2020
142

LICENSED
A

RCHITECT
C

ALI FORN I
OF

ET AT S
A
I LON
A
T T
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No. C11881Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

BCDEFGHJKL

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

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030
PLAN CHECK / PERMIT No. 20-1534
3/28/2023 1:19:16 PM
G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\City of Oxnard - Fashion Park Apts - CD (Site and Elevs).rvt G-001 20-190709 Author Checker Approver CONDITIONS OF APPROVAL ISSUE NO DESCRIPTION DATE 143
} 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. Top or bottom plate to stud 2-16d common 3-10d box 3-3”x0.131” nails 3-3” 14 gage staples, 7/16” crown End nail Top plates, laps at corners and intersections 1” brace to each stud and plate 1”x6” sheathing to each bearing 1”8” and wider sheathing to each bearing Joist to sill, top plate, or girder Rim joist, band joist, or blocking to top plate, sill or other framing below 1”x6” subfloor or less to each joist 2” subfloor to joist or girder 2” plank Built up girders and beams, 2” lumber layers 2-16d common 3-10d box 3- 3”x0.131” nails 3-3” 14 gage staples, 7/16” crown 2-8d common 2-10d box 2- 3”x0.131” nails 2- 3” 14 gage staples, 7/16” crown 2-8d common 2-10d box 3-8d common 3-10d box FLOOR 3-8d common 3-10d box 3-3”x0.131” nails 3-3” 14 gage staples, 7/16” crown 8d common 10d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown 2-8d common 2-10d box 2-16d common 2-16d common 20d common 10d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown And 2-20d common 3-10dbox 3- 3”x0.131” nails 3- 3” 14 gage staples, 7/16” crown 28. 29. 30. Ledger strip supporting joists or rafters Joist to band joist or rim joist Bridging or blocking to 3-16d common 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown 3-16d common 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown 2-8d common Toenail 6” o.c., toenail Face nail Face nail Each bearing, face nail 32” o.c. face nail at top and bottom staggered on opposite sides 24” o.c. face nail at top and bottom staggered on opposite sides Ends and at each splice, face nail Each joist or rafter, face nail End nail Each end, toenail Face nail Face nail Face nail Face nail joist, rafter or truss 2-10d box 2-3”x0.131” nails 2-3” 14 gage staples, 7/16” crown

WOOD STRUCTURAL PANS, SUB FLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (a) 31. 3/8”-1/2” 6d common or deformed (2”x0.113”) (subfloor and wall)
8d box or deformed (roof)
2 3/8”x0.113” nail (subfloor and wall)
1 ¾” 16 gage staple, 7/16” crown
2 3/8” x0.113” nail (roof)
1 ¾”16 gage staple, 7/16” crown (roof) 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 19/32” –3/4” 7/8” – 1/4” 1/2” fiberboard sheathing(b) 25/32” fiberboard sheathing (b) 8d common 6d deformed 2 3/8”x0.113 nail 2” 16” gage staple, 7/16” crown 10d common 8d deformed OTHER EXTERIOR WALL SHEATHING 1 ½” galvanized roof nail 1 ¼” 16 gage staple with 7/16” or 1” crown 1 ¾” galvanized roof nail 1 ½” 16 gage staple with 7/16” or 1” crown 8d common 6d deformed 8d common 8d deformed 10d common 8d deformed PANEL SIDING TO FRAMING ½” or less 5/8” ¼” 3/8” 6d corrosion-resistant siding 6d corrosion-resistant casing 8d corrosion-resistant siding 8d corrosion-resistant casing INTERIOR PANELING 4d casing 4d finish 6d casing 6d finish 6” edge 12” intermediate supports 6” edge 12” intermediate supports For SI: 1 inch = 25.4 mm.
a. Nails spaced at 6 inches at intermediate supports where spans are 48” or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305.

Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). 6” edge
12” intermediate supports
6” edge
12” intermediate supports
3” edge6” intermediate supports3” edge6” intermediate supports WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING ¾” and less 6” edge 12” intermediate supports 7/8”-1” 1 1/8”-1 ¼” 6” edge 12” intermediate supports 6” edge12” intermediate supports 6” edge
12” intermediate supports
4” edge
8” intermediate supports
3” edge6” intermediate supports6” edge
12” intermediate supports
4” edge
8” intermediate supports
6” edge
12” intermediate supports
c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this 1. Blocking between ceiling joists, rafters or trusses to top plate or other framing below Blocking between rafters or truss not at the wall top plate, to rafter or truss Flat blocking to truss and web filler 2. 3. Ceiling joists to top plate Ceiling joist not attached to parallel rafter, laps over partitions (no thrust) (Table and Section2308.7.3.1) 4. 5. 6. Ceiling joists attached to parallel rafter (heel joint) (Table and Section2308.7.3.1) Collar tie to rafter Rafter or roof truss to top plate (Table and section 2308.7.5) 7. ROOF 3 - 8d common (21/2″ × 0.131″) 3-10d box (3”x0.128”) 3 - 3″ × 0.131″ nails 3 - 3″ 14 gage staples, 7/16” crown 2 - 8d common (21/2″ × 0.131″) 2 - 3″ × 0.131″ nails 2 - 3″ 14 gage staples 2-16d common (3 ½”x0.162”) 3-3”x0.131” nails 3-3” 14 gage staples 16d common (3 ½”x0.162”) @6” o.c. 3-3”x0.131” nails @ 6” o.c. 3-3” 14 gage staples @ 6” o.c. 3-8d common 3-10d box 3-3”x0.131” nails 3-3” 14 gage staples, 7/16” crown 3-16d common 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown Table 2308.7.3.1 3-10d common 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown 3-10 common 3-16d box 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown Roof rafters to ridge valley Toenail each end toenail each end end nail Face nail Toenail each joist Face nail Face nail Face nail Toenail (c) End nail or hip rafters; or roof rafter to 2” ridge beam 3-10d box 3-3”x0.131” nails 3-3” 14 gage staples, 7/16” crown 3-10d common 3-16d box 4-10d box 4-3”x0.131” nails 4- 3” 14 gage staples, 7/16” crown WALL 8. Stud to Stud (not at braced wall panels) 9. Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 10. 11. 12. Built-up header Continuous header to stud Top plate to top plate 16d common 10d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown 16d common 16d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown 16d common 16d box 4-8d common 4-10d box 16d common 10d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown 24” o.c. face nail 16” o.c. face nail 16” o.c. face nail 12” o.c. face nail 12” o.c. face nail 16” o.c. each edge, face nail 12” o.c. each edge, face nail Toenail 16” o.c. face nail 12” o.c. face nail Toenail 13. 14. Top plate to top plate, at end joints Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 15. 16. Bottom plate to joist, rim joist, band joist or blocking at braced wall panels 3” 14 gage staples, 7/16” crown 8-16d common 12-10d box 12-3”x0.131” nails 12-3” 14 gage staples, 7/16” crown 16d common 16d box 3”x0.131” nails 3” 14 gage staples, 7/16” crown 2-16d common 3-16d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown Stud to top or bottom plate 4-8d common 4-10d box 4-3”x0.131” nails 4-3” 14 gage staples, 7/16” crown 2-16d common 3-10d box 3-3”x0.131” nails 3-3” 14 gage staples, 7/16” crown Each side of end joint, face nail (min 24” lap splice length each side of end joint) 16” o.c. face nail 12” o.c. face nail 16” o.c. face nail Toenail End nail 2-16d common FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 S-1.0 20-190209 ISSUE NO DESCRIPTION DATE DRAWN BY: CHECKED BY: PROJECT MANAGER: JOB NO. PRINT DATE:

2. Inspection of reinforcing steel welding in
accordance with Table 1705.2.2, Item 2b.

3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used.

4. Inspection of anchors post-installed in hardened concrete membersb. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. 5. Verifying use of required design mix.

6. At the time fresh concrete is sampled to
fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

7. Inspection of concrete and shotcrete placement for proper application techniques.

8. Inspection for maintenance of specified
curing temperature and techniques.

9. Inspection of prestressed concrete:
a. Application of prestressing forces.
b. Grouting of bonded prestressing tendons in the seismic force-resisting system.

10. Erection of precast concrete members.11. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and struc- tural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. For SI: 1 inch = 25.4 mm. a. Where applicable, see also Section 1705.11, Special inspections for seismic resistance. b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with ACI 355.2, D.9.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work. —
X
XX
XX—
XX
—
—
—
X
X ACI 318: Ch. 16 ACI 318: 6.2
—
X ACI 318:D.9.2.4 ACI 318: D.9.2
—— ACI 318: Ch. 4, 5.2-5.4 1904.2, 1910.2, 1910.3 ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 ACI 318: 5.9, 5.10 ACI 318: 5.11-5.13 ACI 318: 18.20 ACI 318: 18.18.4 —
—
— 1910.6, 1910.7, 1910.8 1910.9 1910.10
—
X
——
X REFERENCED STANDARDa ACI 318: 3.5, 7.1-7.7 AWS D1.4 ACI 318: 3.5.2 ACI 318: D.9.2 IBC REFERENCE 1910.4 —1908.5 —
X ACI 318: 6.1.1
— TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL VERIFICATION AND INSPECTION CONTINUOUS 1. Material verification of cold-formed steel deck: a. Identification markings to conform to ASTM standards specified in the approved construction documents.
b. Manufacturer’s certified test reports.

2. Inspection of welding: a. Cold-formed steel deck: 1) Floor and roof deck welds. b. Reinforcing steel:
1)Verification of weldability of
reinforcing steel other than ASTM A 706. 2) Reinforcing steel resisting 3) Shear reinforcement.
4) Other reinforcing steel. For SI: 1 inch = 25.4 mm. flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement.

XX PERIODIC REFERENCED STANDARDa
— Applicable ASTM material standards—
X
—
X
— AWS D1.4 ACI 318: Section 3.5.2 AWS D1.3
—
——
—
X FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 S-1.1 20-190209 ISSUE NO DESCRIPTION DATE DRAWN BY: CHECKED BY: PROJECT MANAGER: JOB NO. PRINT DATE:

EXISTING

RESIDENTIAL
UNITS

EXISTING

RESIDENTIAL

BUILDING

EXISTING

RESIDENTIAL

BUILDING

EXISTING

RESIDENTIAL

BUILDING EXISTING

RESIDENTIAL
UNITS

FASHION
PARK
PLACE
A-501
4 150' - 0"
150' - 0"
E.03

02.08 E.17
E.30

03.0103.01
E.26E.04
E.04
E.12

03.0403.0101.1303.01

02.02 02.01
A-501
4 E.13
E.13
E.31
E.09
E.09
D.14

02.08 E.27
E.32
E.41
E.06
E.41
A-501
9 A-501
9 PATH OF TRAVEL

SYMBOL LEGEND

NEW ADDITION AREAUNIT TO BE MODIFIED
GENERAL NOTES1. EXISTING CONCRETE SLAB AT CARPORT TO BE REPAIRED AS REQUIRED TO PROVIDE ADEQUATE SURFACE FOR ACCESSIBLE PARKING AND LOADING AREAS.

2. ACCESSIBLE SPACE AND LOADING AREA TO BE STRIPED AND
PAINTED AS REQUIRED (DETAIL 4/A-501)

3. MODIFICATIONS TO EXISTING BACKFLOW PREVENTER TO BE
DESIGN-BUILD BY CONTRACTOR, INCLUDING NEW OR RELOCATION OF BFP, DETERMINATION OF NEW LOCATION, AND CONNECTIONS TO EXISTING SYSTEM.

LICENSE
D
A

RCH ITECT
C

ALI FORN I
OF
ETAT S
A
I LONA
T
OT
S
C
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

BCDEFGHJKL

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

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030
1 Pl ch submittal 04/08/2020
4/8/2020 3:05:30 AM
G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A0-001 20-190709 TJL ISS ISS SITE PLAN 1" = 20'-0" 1 SITE PLAN

KEYNOTES - EXISTING TO REMAIN
E.03 EXISTING ROOF OVERHANGE.04 EXISTING TREE TO REMAIN, TYPICALE.06 EXISTING STREET LIGHTE.09 EXISTING TRASH ENCLOSUREE.12 EXISTING LANDSCAPE AREAE.13 EXISTING FIRE HYDRANT AND 150' RADIUSE.17 EXISTING CURB RAMPE.26 EXISTING MONUMENT SIGNE.27 EXISTING CLUSTER MAIL BOXE.30 EXISTING CARPORT WITH 3" METAL POST 9'- 0" O.C.E.31 EXISTING CARPORT WITH CMU WALLSE.32 EXISTING "NO PARKING SIGN"E.41 EXISTING BOLLARD

KEYNOTES

01.13 ADDITION TO (1) ONE-BEDROOM UNIT02.01 PARKING SPACE: STANDARD02.02 ACCESS COMPLIANT PARKING (VAN)02.08 TRUNCATED DOMES (SEE DETAIL 6/A-501)03.01 CONCRETE SIDEWALK03.04 CONCRETE STOOP, 2% SLOPE MAXIMUM IN ALL DIRECTIONS 0' 10' 20' 40' 80' 100'
ISSUE

NO DESCRIPTION DATE
151
REF.

UP
REF.

UP
WH
DN
1 3
E
DC
BA
2 SHOWER
F

LAUNDRY
STAIR
CLOSET

PANTRY FURNACE
ENTRY

VESTIBULE

BATHROOM
LIVING ROOM BEDROOM 1

DINING ROOM

KITCHEN
STAIR

THIS UNIT NOT IN

SCOPE OF WORK
D.09
R.01
D.08 D.08 D.08 D.01
D.09
D.01 D.10
E.35
E.42
D.11
D.11
E.43
E.33
D.03
D.01
D.10
E.36
D.15D.13
1 3
E
DC
BA
2 F
BEDROOM 3 BEDROOM 2

BATHROOM
BEDROOM 4 BEDROOM 5

STAIRS VESTIBULE

THIS UNIT NOT IN

SCOPE OF WORK
D.01
D.03 D.03 D.03
D.01
D.01
D.02 D.02 D.02
D.09 D.09

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CLEARANCES AND INSTALLATION REQUIREMENTS OF CONSTRUCTION ITEMS AGAINST EXISTING CONDITIONS AND DISPOSE OF REMOVED MATERIALS PER THE ORDINANCE.

2. THE CITY OF OXNARD HOUSING AUTHORITY SHALL HAVE THE FIRST RIGHT OF SALVAGE OF ITEMS SHOWN FOR DEMOLITION.

3. SEE MECH., ELEC., AND PLUMB. DWG'S FOR ADDITIONAL DEMOLITION NOTES AND CORRECT LAYOUT FOR SAWCUTS.

4. VERIFY ALL EXISTING DOORS TO BE REMOVED WITH PROPOSED REPLACEMENT DOOR ASSEMBLIES FOR SUFFICIENT CLEARANCE AND FRAMING REQUIREMENTS. DEMOLISH PORTIONS OF EXISTING WALL FRAMING AS REQ'D AND PROVIDE NEW FRAMING PER DETAILS WHERE REQUIRED. SEE DOOR SCHEDULE.

5. REMOVE EXISTING FLOOR FINISHES, MASTICS, ETC. DOWN TO EXISTING SLAB OR PLYWOOD FLOOR WHERE REPLACEMENT FINISHES ARE INDICATED. PROVIDE PATCHING AND REFINISHING OF THE SURFACES PER MANUFACTURER'S SPECIFICATIONS FOR THE NEW FINISHES SELECTED TO INSURE PROPER INSTALLATION OF NEW FINISHES.

6. FOR EXISTING WALLS TO REMAIN, INSPECT FOR DAMAGE OF ANY KIND; REPLACE DAMAGED MATERIALS WITH NEW BEFORE NEW GYPSUM WALL BOARD IS APPLIED.

7. WHERE EXISTING PLUMBING AND OTHER UTILITIES ARE TO BE REMOVED, CAP ALL ABANDONED PIPING BELOW FINISH FLOOR AND WITHIN WALL, TYP. PRESERVE EXISTING ROUGH PLUMBING WHERE NECESSARY FOR RECONNECTION. SEE PLUMBING DRAWINGS.

8. EXISTING ITEMS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION, OR TEMPORARILY REMOVED AND REPLACED AT CONTRACTOR'S OPTION.

9. PROTECT DURING DEMOLITION ANY STRUCTURAL ELEMENT TO REMAIN. 10. REMOVE EXISTING EXTERIOR PLASTER FINISHES AS REQUIRED.

PROTECT EXISTING STRUCTURE FROM WEATHER OTHER DAMAGE DURING CONSTRUCTION, AND RESTORE MOISTURE PROTECTION SYSTEMS PRIOR TO INSTALLATION OF NEW PLASTER FINISHES.

GENERAL DEMOLITION NOTESNOTES:

1. DEMOLITION INCLUDES;
A. REMOVAL OF GYPSUM BOARD CEILING AT FIRST FLOOR (ABOVE

ACCESS COMPLIANT UNIT ONLY)
B. REMOVAL OF DRYWALL ON THE WALLS TO ALLOW FOR NEW
INSULATION INSTALLATION.

C. REMOVAL OF FLOOR FINISHES TO SLAB AND PLYWOOD. D. ALERT ARCHITECT IF DAMAGE OR ROT IS FOUND.

2. FOR INTERIOR AND EXTERIOR TRENCHING LOCATIONS TO INSTALL UTILITIES, COORDINATE ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND PLUMBING INFORMATION. VERIFY EXISTING UNDERGROUND CONDITIONS CURRENTLY UNKNOWN AND NOTIFY ARCHITECTS IF CONFLICTS ARE FOUND.

3. REFER TO SHEET A-201 FOR DEMOLITION ELEVATIONS

DEMOLITION LEGEND

DEMOLISH WALLDEMOLISH SOFFIT

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 3:04:32 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-100 20-190709 TJL ISS ISS DEMO FLOOR 1 1/4" = 1'-0" PLANS - 1ST & 2ND 257 FLOOR PLAN - 1ST FLOOR - DEMOLITION - 251 REVERSED, 234 ROTATED 1/4" = 1'-0" 2 257 FLOOR PLAN - 2ND FLOOR - DEMOLITION - 251 REVERSED, 234 ROTATED

KEYNOTES - EXISTING TO REMAIN
E.33 EXISTING STOVE: (PROTECT AND STORE FOR CLIENTS RE-USE)E.35 EXISTING WATER HEATERE.36 EXISTING STAIRS AND RAILINGE.42 EXISTING REFRIGERATOR: (PROTECT AND STORE FOR CLIENTS

RE-USE)
E.43 EXISTING KITCHEN SINK: (PROTECT AND STORE FOR CLIENTS

RE-USE)

KEYNOTES - DEMOLITION
D.01 DEMOLISH EXISTING WALL, TYP.D.02 DEMOLISH EXISTING WINDOWD.03 DEMOLISH EXISTING DOOR AND FRAMED.08 DEMOLISH EXISTING WINDOW AND PORTION OF WALL TO ALLOW

FOR EXPANSION
D.09 DEMOLISH EXISTING WING WALLD.10 DEMOLISH EXISTING SHOWER, TOILET AND VANITYD.11 DEMOLISH EXISTING UPPER AND LOWER CABINETS AND COUNTERD.13 DEMOLISH PORTION OF EXISTING SOFFIT AT NEW ACCESSIBLE UNITD.15 DEMOLISH EXISTING FORCED AIR FURNACE TO ALLOW FOR

INSTALLLTION OF NEW FURNACE
0' 2' 4' 8' 16'

KEYNOTES - RELOCATE EXISTING
R.01 RELOCATE EXISTING BACKFLOW DEVICE
ISSUE

NO DESCRIPTION DATE
152
REF.

UP
REF.

WH
DN
3 3
1 1
E
DC
BA
22 9' - 6"
8' - 10" 11' - 10"
2' - 6"
11' - 8" 9' - 0"
F
W D
13' - 8 1/2"
11' - 1 1/2"
2' - 9"
10' - 7" 10' - 1"
2' - 4 1/2" 5' - 0 1/2" 5' - 4 "
5' - 0" MIN. CLR.
2 A-301
7' - 5" 5' 0" CLR. MIN.
7' - 11" 12' - 0" 6' - 4 1/2" 18' - 10 1/2" 5' - 0"
6' - 0"
48" MIN. CLR.
121 SF

BEDROOM
103
111 SF

KITCHEN
101 78 SF

BATHROOM
102
10 SF
CLOSET
4 143 SF

DINING ROOM
107
76 SF

KITCHEN
108
41 SF

VESTIBULE
105
5 SF
CLOSET
106

FURNACE
12 SF
PANTRY
109
30 SF
ENTRY
104
43 SF
STAIR
111
5' - 4"
112 SF

LIVING ROOM
100
55 SF

LAUNDRY
110
20' - 8"
A-401
50' - 2" 7
A-402
4 A-401
8 23' - 10 1/2"

THIS UNIT NOT IN

SCOPE OF WORK
11' - 8"
2' - 7" 5' - 7" 4' - 3" 4' - 3" 6' - 7"
E.36

01.0101.03

01.02 A A
100
112
103
102
103A
10 SF
HEATER

ENCLOSURE
112
60"
2 6
3 4
2 2
2 2
2 2
1 5 1
2 4
3 2
WATER
HEATER
HEATER
HEATER
107B

02.0702.06
33 11
E
DC
BA
22 F
2 A-301
1 A-301
139 SF
BEDROOM 1
204
45 SF

VESTIBULE
201
118 SF
BEDROOM 2
203
245 SF

LIVING ROOM
205
STAIRS
42 SF

BATHROOM
202

THIS UNIT NOT IN

SCOPE OF WORK
20' - 8"
11' - 8" 9' - 0"
50' - 2"
7' - 11" 12' - 0" 6' - 4 1/2" 18' - 10 1/2" 5' - 0"
5' - 4" 4' - 4 1/2" 4' - 4 1/2" 6' - 7"
E.36
6' - 0"
B B B

07.07 8' - 7 1/4"

GENERAL
NOTE 8

GENERAL NOTES

1. CONTRACTOR TO VERIFY EXISTING WINDOW OPENINGS IN FIELD.2. FOR NEW WATER HEATER ENCLOSURE, VERIFY MANUFACTURERS' MINIMUM CLEARANCE GUIDELINES.

3. WHERE WINDOWS AND DOORS ARE REMOVED AND NOT REPLACED INFILL TO MATCH SURROUNDING WALLS, WATERPROOF AND INSTALL EXTERIOR CEMENT PLASTER AND INTERIOR DRYWALL.

4. WHERE NEW WALLS ARE ADDED ADJACENT TO EXISTING WALL THEY SHALL BE FLUSH, SMOOTH, LEVEL. AND SEAMLESS.

5. REPAIR, WATERPROOF AND REPLACE WITH CEMENT PLASTER ANY AREAS DAMAGED BY WORK.

6. PAINT EXTERIOR NEW TO MATCH EXISTING. COLORS FOR EXTERIOR CEMENT PLASTER, DOORS, TRIMS, FASCIA, GUTTERS AND DOWNSPOUTS SELECTED BY CLIENT.

7. WHERE EXISTING UTILITIES ARE IN THE PATH OF CONSTRUCTION, RELOCATE PER CITY STANDARDS.

8. CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION TO DETERMINE EXTENT OF REPAIRS REQUIRED AT THIS AREA. IF POSSIBLE, ALL WORK TO BE PERFORMED AT EXTERIOR.

WALL LEGEND

EXISTING WALLNEW WALL
# FOR WALL TYPES SEE SHEET A-602
A FOR WINDOW TYPES SEE SHEET A-601

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

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No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

KEYNOTES - EXISTING TO REMAIN
E.36 EXISTING STAIRS AND RAILING

KEYNOTES

01.01 66"x60" CLEAR TOILET SPACE01.02 30"x48" CLEAR SPACE01.03 48"X60" CLEAR TUB SPACE02.06 SLOPED WALK NOT TO EXCEED 5% SLOPE02.07 LANDING LESS THAN 2% SLOPE IN ALL DIRECTIONS07.07 NEW ROOF 0' 2' 4' 8' 16'
ISSUE

NO DESCRIPTION DATE
153
1 2 3

08.0208.0208.04

07.07 09.11
E.28

07.01 08.0207.0707.0408.02

03.04 03.04
E.21 E.21
3 2 1

EXTENT OF ADDITION

EXTENT OF NEW FINISHES

EXTENT OF ADDITION

EXTENT OF NEW FINISHES

09.11 09.11

F E D C B A
4 12

07.0707.0109.1102.07
1 2 3
D.09D.02
D.12 D.12D.09D.02
3 2 1
E.28
D.02
E.28 E.28
D.16 D.16
D.02
E.44

F E D C B A
D.09

2. THE CITY OF OXNARD HOUSING AUTHORITY SHALL HAVE THE FIRST RIGHT OF SALVAGE OF ITEMS SHOWN FOR DEMOLITION.

3. SEE MECH., ELEC., AND PLUMB. DWG'S FOR ADDITIONAL DEMOLITION NOTES AND CORRECT LAYOUT FOR SAWCUTS.

6. FOR EXISTING WALLS TO REMAIN, INSPECT FOR DAMAGE OF ANY KIND; REPLACE DAMAGED MATERIALS WITH NEW BEFORE NEW GYPSUM WALL BOARD IS APPLIED.

8. EXISTING ITEMS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION, OR TEMPORARILY REMOVED AND REPLACED AT CONTRACTOR'S OPTION.

9. PROTECT DURING DEMOLITION ANY STRUCTURAL ELEMENT TO REMAIN. 10. REMOVE EXISTING EXTERIOR PLASTER FINISHES AS REQUIRED.

PROTECT EXISTING STRUCTURE FROM WEATHER OTHER DAMAGE DURING CONSTRUCTION, AND RESTORE MOISTURE PROTECTION SYSTEMS PRIOR TO INSTALLATION OF NEW PLASTER FINISHES.

GENERAL DEMOLITION NOTES

GENERAL NOTES

1. CONTRACTOR TO VERIFY EXISTING WINDOW OPENINGS IN FIELD.2. FOR NEW WATER HEATER ENCLOSURE, VERIFY MANUFACTURERS' MINIMUM CLEARANCE GUIDELINES.

3. WHERE WINDOWS AND DOORS ARE REMOVED AND NOT REPLACED INFILL TO MATCH SURROUNDING WALLS, WATERPROOF AND INSTALL EXTERIOR CEMENT PLASTER AND INTERIOR DRYWALL.

4. WHERE NEW WALLS ARE ADDED ADJACENT TO EXISTING WALL THEY SHALL BE FLUSH, SMOOTH, LEVEL. AND SEAMLESS.

5. REPAIR, WATERPROOF AND REPLACE WITH CEMENT PLASTER ANY AREAS DAMAGED BY WORK.

6. PAINT EXTERIOR NEW TO MATCH EXISTING. COLORS FOR EXTERIOR CEMENT PLASTER, DOORS, TRIMS, FASCIA, GUTTERS AND DOWNSPOUTS SELECTED BY CLIENT.

7. WHERE EXISTING UTILITIES ARE IN THE PATH OF CONSTRUCTION, RELOCATE PER CITY STANDARDS.

8. CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION TO DETERMINE EXTENT OF REPAIRS REQUIRED AT THIS AREA. IF POSSIBLE, ALL WORK TO BE PERFORMED AT EXTERIOR.

07.0708.0208.0408.02

02.06 03.04
1 2 3

EXTENT OF ADDITION

EXTENT OF NEW FINISHES
D.02D.08D.12
1 2 3
E.44

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 3:02:11 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-201 20-190709 TJL ISS ISS ELEVATIONS 1/8" = 1'-0" 4 251 - 257 ELEVATION (SOUTH) - NEW 1/8" = 1'-0" 5 257 (EAST) ELEVATION 251 (WEST) MIRRORED, 234 (WEST) ROTATED - NEW 1/8" = 1'-0" 1 251 - 257 ELEVATION (SOUTH) DEMOLITION 1/8" = 1'-0" 2 257 (EAST) ELEVATION 251 (WEST) MIRRORED, 234 (WEST) ROTATED - DEMOLITION

KEYNOTES - DEMOLITION
D.02 DEMOLISH EXISTING WINDOWD.08 DEMOLISH EXISTING WINDOW AND PORTION OF WALL TO ALLOW

FOR EXPANSION
D.09 DEMOLISH EXISTING WING WALLD.12 DEMOLISH EXISTING PORTION OF WALLD.16 DEMOLISH EXISTING PLASTER WALL FINISHES

KEYNOTES - EXISTING TO REMAIN
E.21 EXISTING ROOF GUTTER AND DOWNSPOUTE.28 EXISTING HOSE BIBBE.44 EXISTING WEEP SCREED

KEYNOTES

02.06 SLOPED WALK NOT TO EXCEED 5% SLOPE02.07 LANDING LESS THAN 2% SLOPE IN ALL DIRECTIONS03.04 CONCRETE STOOP, 2% SLOPE MAXIMUM IN ALL DIRECTIONS07.01 RAIN GUTTER AND DOWNSPOUT, PAINTED TO MATCH WALL

SURFACE

07.04 BATT INSULATION07.07 NEW ROOF08.02 WINDOW - SEE FLOOR PLAN08.04 DOOR - SEE FLOOR PLAN09.11 CEMENT PLASTER TO MATCH EXISTING 1/8" = 1'-0" 6 NORTH ELEVATION - 234 - NEW 1/8" = 1'-0" 3 UNIT 234 ELEVATION (NORTH) DEMOLITION ISSUE

NO DESCRIPTION DATE
154
1ST FLOOR
0' - 0"
(2) TOP OF PLATE
17' - 2"

X-GRADE LEVEL
-0' - 8"
2ND FLOOR
9' - 0"

F E D C B A

ROOF TOP
25' - 0"
A-301
1 4
12 06.19 06.19

08.02 08.02

07.07 03.07
E.40
8' - 2" 9' - 0" 8"
17' - 2"

VESTIBULE LIVING ROOM

BEDROOM BATHROOM VESTIBULE DINING ROOM
BEDROOM 1
E.40

03.06 E.01

09.06 UNIT 2
UNIT 1 UNIT 2
1ST FLOOR
0' - 0"
(2) TOP OF PLATE
17' - 2"

X-GRADE LEVEL
-0' - 8"
2ND FLOOR
9' - 0"
F E
4 12

08.02 07.07

06.19 E.01
7' - 11 +/-

01.12 BEDROOM
BEDROOM 1
A-503
14 A-503
10 SEE STRUCTURAL

SEE STRUCTURAL

03.06 03.07

09.02 FS1
UNIT 2 UNIT 1

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

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Ren. 06/21
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KEYNOTES - EXISTING TO REMAIN
E.01 EXISTING CONCRETE SLAB AND FOOTINGE.40 EXISTING SOFFIT

KEYNOTES

01.12 LINE OF DEMOLISHED EXTERIOR WALL03.06 NEW CONCRETE SLAB AND FOOTING03.07 NEW CONCRETE PAD BELOW, BEYOND06.19 EXISTING FLOOR CEILING SYSTEM MODIFIED FOR FIRE AND SOUND, SEE F.S.1/A-602

07.07 NEW ROOF08.02 WINDOW - SEE FLOOR PLAN09.02 4" WALL BASE (PER SCHEDULE)09.06 VINYL FLOORING ISSUE

NO DESCRIPTION DATE
155
REF.

H J K
L M
38" 12" 34"
15" 36"
4"

06.14 06.01

09.03 01.11

09.02 12" 15" 36"

06.02 1ST FLOOR
0' - 0"

G K N J H
M P

11.01 11.02
12"
36" 27" 30" 15" 12"
38" 12" 34"
27" 30" 15"

11.03 06.01

01.11 06.18

09.02 06.02

15.09 1ST FLOOR
0' - 0"
1 11.02

H J J H
Q R Q
OPEN
38" 12" 34"
12 " 15"
M M
K J
15"
18" 36" 18"

11.01 06.16 06.16 06.01

01.11 01.11

15.08 09.03
A-502
2 B

OPEN TO
DINING
ROOM

15.12 A A
B C B
18" 36"
8' - 0" 06.03
30" 30"
21" 39" 24"
E.40
B

11.03 11.01

E F E G
B D
30" 18" 36"
1' - 0" 6' - 0"

01.11 06.01 06.02
24" 30" 24" 36"24" 30" 24"

11.02 1
D
A-401 1
3 2
5' - 0" CLR. MIN.
111 SF

KITCHEN
101
10 SF
CLOSET
4 5' - 0" CLR. MIN.

06.17 06.1706.0111.0106.11

15.08 06.11

11.03 06.16
1 C
B
5 A-401 4
76 SF

KITCHEN
108
5 SF

FURNACE
9 12 SF
PANTRY
109
A-401
6 11.0111.0309.04

06.01 06.20 06.0306.2115.12

06.20 06.2006.21 06.03

GENERAL NOTES

1. PROVIDE SHOP DRAWINGS FOR CASEWORK.2. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK.3. FOR APPLIANCES SEE APPLIANCE SCHEDULE ON SHEET A-6014. FOR ADDITIONAL REQUIRED CLEARANCES AND HEIGHT DIMENSIONS TO CONFORM WITH ACCESSIBILITY REQUIREMENTS SEE SHEET A-502.

LEGEND
A CASEWORK PER PLANS AND SCHEDULE ON SHEET A-602
1ST FLOOR
0' - 0"
17" 30" 36"
AB

06.03 09.02
E.40

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 2:59:56 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-401 20-190709 TJL ISS ISS LSV - KITCHENS 1/2" = 1'-0" 1 ACCESSIBLE KITCHEN ELEVATION 1/2" = 1'-0" 2 ACCESSIBLE KITCHEN ELEVATION1/2" = 1'-0" 3 ACCESSSIBLE KITCHEN ELEVATION1/2" = 1'-0" 4 STANDARD KITCHEN ELEVATION 1/2" = 1'-0" 5 STANDARD KITCHEN ELEVATION 1/2" = 1'-0" 7 ENLARGED - ACCESSIBLE KITCHEN1/2" = 1'-0" 8 ENLARGED - STANDARD KITCHEN

KEYNOTES

01.11 OPEN TO WALL ABOVE CABINETS06.01 24" COUNTERTOP WITH 4" BACKSPLASH, ROUNDED CORNERS06.02 15" PULL-OUT BREADBOARD06.03 ISLAND COUNTER TOP06.11 ACCESSIBLE CASE WORK WITH ADJUSTABLE SHELVES, TYP.06.14 ACCESSIBLE BASE DRAWER UNIT06.16 ACCESSIBLE BASE CABINET06.17 ACCESSIBLE BASE CABINET WITH EXTENDED SHELVING, NO

PARTITION

06.18 SAFETY TRIM AT UPPER CABINET, TYP.06.20 BASE CABINET06.21 UPPER CABINET09.02 4" WALL BASE (PER SCHEDULE)09.03 GYPSUM BOARD, PAINTED09.04 INSTALL NEW GYPSUM WALLBOARD PREP AND PAINT PER

SCHEDULE

11.01 ENERGY STAR RANGE/ OVEN11.02 RANGE HOOD11.03 ENERGY STAR, ADA REFRIGERATOR15.08 ACCESSIBLE KITCHEN SINK WITH PROTECTIVE INSULATED COVER FOR DRAIN PIPE, FAUCET TO BE ACCESSIBLE - REFER TO 2/A-502

15.09 WALL MOUNTED FURNACE - WILLIAMS #2509622, REFER TO

MECHANICAL PLANS

15.12 KITCHEN SINK
0' 1' 2' 4' 8'

KEYNOTES - EXISTING TO REMAIN
E.40 EXISTING SOFFIT

CASEWORK SCHEDULE
MARK TYPE DEPTHA UPPER - DOUBLE DOOR 1' - 0"B BASE - SINGLE DOOR WITH DRAWER 2' - 0"C BASE - SINK UNIT WITH DOUBLE DOORS 2' - 0"D BASE - 4 DRAWERS WITH BREAD BOARD 2' - 0"E UPPER - SINGLE DOOR 1' - 0"F UPPER - DOUBLE DOOR ABOVE STOVE/OVEN 1' - 0"G UPPER - DOUBLE DOOR ABOVER REFRIGERATOR 1' - 0"H UPPER - ACCESSIBLE CORNER UNIT 1' - 0"J UPPER - ACCESSIBLE SINGLE DOOR 1' - 0"K UPPER - ACCESSIBLE DOUBLE DOOR 1' - 0"L BASE - ACCESSIBLE 4 DRAWER 2' - 0"M BASE - ACCESSIBLE DOUBLE DOOR W/ 15" BREAD BOARD 2' - 0"N UPPER - ACCESSIBLE ABOVE STOVE/OVEN 1' - 0"P BASE - ACCESSIBLE SINGLE DOOR 2' - 0"Q BASE - ACCESSIBLE CORNER CABINET WITH EXTENDED SHELVES 2' - 0"S BASE - ACCESSIBLE OPEN SINK UNIT 2' - 0" 1/2" = 1'-0" 6 NEW KITCHEN COUNTER ELEVATION
ISSUE

NO DESCRIPTION DATE
156
3 D
2 W D
48 " CLR. MIN.
78 SF

BATHROOM
102
A-402
31 2
A-502
3 2' - 9" 7' - 3 1/8"
10' - 1"
17" - 18"
60"

15.02 10.0115.0310.02

10.03 7" - 9"
60" 1ST FLOOR
0' - 0"
(1) TOP OF PLATE
8' - 0"
3 2

09.0215.02

09.03 10.09
2 3

10.03 10.0215.03

09.02 09.03
36" MIN.

A-502
3 A-502
3 54" MIN.

10.0110.07 15.02

09.02 19" MIN.
33" MIN. - 36" MAX.

10.0510.09

15.03 GENERAL NOTES

LEGEND
A CASEWORK PER PLANS AND SCHEDULE ON SHEET A-602

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 2:58:54 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-402 20-190709 TJL ISS ISS LSV - BATHROOM 1/2" = 1'-0" 4 ENLARGED - ACCESSIBLE BATHROOM/ LAUNDRY 1/2" = 1'-0" 3 ELEVATION - ACCESSIBLE BATHROOM 1/2" = 1'-0" 1 ELEVATION - ACCESSIBLE BATHROOM 1/2" = 1'-0" 2 ELEVATION - ACCESSIBLE BATHROOM

KEYNOTES

09.02 4" WALL BASE (PER SCHEDULE)09.03 GYPSUM BOARD, PAINTED10.01 42" GRAB BAR10.02 36" GRAB BAR10.03 MEDICINE CABINET10.05 TOWEL RING10.07 TOILET TISSUE HOLDER10.09 CURTAIN ROD15.02 FIBERGLASS BATH TUB/SHOWER ENCLOSURE, ACCESSIBLE BARS

AND REMOVABLE SEAT

15.03 WATER CLOSET
0' 1' 2' 4' 8'

CASEWORK SCHEDULE

MARK TYPE DEPTH
A UPPER - DOUBLE DOOR 1' - 0"B BASE - SINGLE DOOR WITH DRAWER 2' - 0"C BASE - SINK UNIT WITH DOUBLE DOORS 2' - 0"D BASE - 4 DRAWERS WITH BREAD BOARD 2' - 0"E UPPER - SINGLE DOOR 1' - 0"F UPPER - DOUBLE DOOR ABOVE STOVE/OVEN 1' - 0"G UPPER - DOUBLE DOOR ABOVER REFRIGERATOR 1' - 0"H UPPER - ACCESSIBLE CORNER UNIT 1' - 0"J UPPER - ACCESSIBLE SINGLE DOOR 1' - 0"K UPPER - ACCESSIBLE DOUBLE DOOR 1' - 0"L BASE - ACCESSIBLE 4 DRAWER 2' - 0"M BASE - ACCESSIBLE DOUBLE DOOR W/ 15" BREAD BOARD 2' - 0"N UPPER - ACCESSIBLE ABOVE STOVE/OVEN 1' - 0"P BASE - ACCESSIBLE SINGLE DOOR 2' - 0"Q BASE - ACCESSIBLE CORNER CABINET WITH EXTENDED SHELVES 2' - 0"S BASE - ACCESSIBLE OPEN SINK UNIT 2' - 0" ISSUE

NO DESCRIPTION DATE
157
SIGNAGE PER 2013 C.B.C 11B-502.8.1 and 2
2"Ø STEEL TUBE12"Ø x 24" DEEP CONCRETE FOOTINGFINISH GRADE OR TOP OF AC PAVINGACCESSIBLE WARNING SIGNAGE TO BE POSTED AT ALL VEHICULAR ENTRANCES, WITH MIN 1" LETTERING ON CONTRASTING BACKGROUND TO READ: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ........ OR BY TELEPHONING ........"CONTRACTOR TO VERIFY WITH JUURISDICTION TO OBTAIN LOCAL DESIGNATED TOWING SERVICE INFOMATION, AND INCLUDE THIS INFORMATION ON SIGNNOTE: CONTRACTOR TO VERIFY INFORMATION PRIOR TO FABRICATION AND TO BE COMPLETED AS PERMANENT SIGN. 22"

ABOVE GRADE
80" MIN
17"
24"
12"
EQ EQ
48" MIN.

PROVIDE TRUNCATED DOMES

CROSS SLOPE OF LANDING AREAS
SHALL NOT EXCEED 2% IN ANY

DIRECTION

8.33%
MAX.

8.33% MAX.

CONCRETE CURB, WALL OR

OTHER OBSTRUCTION
48" MIN.
48" MIN. NOTES: 1. FINISHED SURFACE OF RAMP CONTRASTS FROM ADJACENT

SIDEWALK, AND IS STABLE, FIRM AND SLIP RESISTANT

2. THE SURFACE OF THE CURB RAMP DO NOT CONTAIN ANY
VERTICAL EDGES GREATER THAN 1/4"

3. BUILT UP RAMPS DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES

4. TRANSITIONS FROM RAMP(S) TO WALKS, GUTTERS OR STREETS ARE FLUSH AND FREE OF ABRUPT CHANGES.
2%
MAX.
2%
MAX.

LEVEL LANDING AREA CAN NOT SLOPE MORE THAN 2% IN ANY DIRECTION 48" MIN.
48" MIN.
5% MAX.
5% MAX. 2% MAX. 5% MAX.
60" MIN.
60" MIN.

R1/2"
TYP.

WHITE SYMBOL / LETTERS ON BLUEBACKGROUNDREFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUALLETTERING ON SIGN MUST BE MIN. 1" IN HEIGHT. DESIGNATE FOR 'VAN ACCESSIBLE' WHERE REQ'D.2"Ø STEEL TUBEFINISH GRADE OR TOP OF AC PAVINGNOTE:SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. AREA OF SIGN TO BE 70 SQ. IN. MIN. FOR SIGN MOUNTED ON WALL 36" MIN. ABOVE FINISH GRADE 17"

ABOVE GRADE
80" MIN 22" 24"EQ EQ
12"
8"
DEEP CONCRETE FOOTINGSIGNAGE PER 2013 C.B.C 11B-502.8.1 and 2 NOTE: ACCESS COMPLAINT STALLS TO BE STRIPED WITH BLUE PAINT

PAINTED LINES
3" WIDE

SEE NOTES BELOW
SMOOTH

TRANSITION

TO SIDEWALK
LETTERING:
12" HT. (WHITE)
6" CONCRETEWHEEL STOP

SYMBOL OFACCESSIBILITYPER DETAIL
(SPACE NO.)
NO

PARKING
2' - 0" CURB WHERE OCCURS
5' - 0" 9' - 0"
LESS THAN 2%

SLOPE IN ALL

DIRECTIONS
PAINTED LINES3" WIDE

STALL LENGTH PER PLAN SEE NOTES BELOW
9' - 0"
NOTE: ACCESS COMPLAINT STALLS TO BE STRIPED WITH BLUE PAINT

SMOOTHTRANSITION TO SIDEWALK
(8' at VAN SPACE)
8' - 0"
NO

PARKING
LETTERING:12" HT. (WHITE)
6" CONCRETE

WHEEL STOP

SYMBOL OF

ACCESSIBILITY

PER DETAIL
2' - 0"
(SPACE NO.)
LESS THAN 2%

SLOPE IN ALL

DIRECTIONS
A-501
2 A-501
5 ACCESSIBILITY
SIGN
10 POINTS @ 0.167" NOM. O/C
FIELD LEVEL MICROTEXTURE 41 POINTS PER SQUARE INCH
SCALE 1.5"=2.5"
DETAIL 1
CTSK. HOLES0.25" DIA
10 POINTS @ 0.167" NOM. O/C

INSTALLATION DETAILNOT TO SCALE
DRILL 0.25" HOLE TO 3.5" DEEP
APPLY ARMOR-SEAL (PART NO. ADAS125) PERIMETER SEALANT AT

PERIMETER OF TILE AFTER
INSTALLING FASTENERS. TOOL

SMOOTH TO BLEND TILE EDGE WITH

ADJACENT SURFACE

APPLY ARMOR-BOND(PART
NO. ADA-B125) STRUCTURAL

ADHESIVE AT PERIMETER AND

AT PERIMETER AND THROUGH

CONTER OF TILE EACH WAY

ON BOSSED AREAS

0.25" x 1.5" LG COLOR

MATCHED EXPANSION
ANCHOR (PART NO.

ADA-F406-**)

1.67" DOMES O/C

2.35"

1.670" DOMES O/C

1.40"

0.50"

0.450"

0.900"

0.0625" DIA TYP.

0.09375"

0.09375"
PAINTED FIELD:BLUE TRAFFIC PAINT3'-0" SQUARE WITH 3" RADIUS CORNERSPAINTED SYMBOL:WHITE TRAFFIC PAINTMIN. 3" WIDE STRIPING

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

LICENSE
D
A

RCH ITECT
C

ALI FORN I
OF
ETAT S
A
I LONA
T
OT
S
C
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

BCDEFGHJKL

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

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030
1 Pl ch submittal 04/08/2020
4/8/2020 2:57:41 AM
G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-501 20-190709 TJL ISS ISS SITE DETAILS 3/4" = 1'-0" 1 ACCESS - parking lot entrance
1/4" = 1'-0"
6 ACCESS - curb ramp
1/2" = 1'-0"
7 ACCESS - landing at walkway intersection
3/4" = 1'-0"
2 ACCESS - parking stall sign 3/16" = 1'-0"
3 ACCESS - Parking Stall - Standard 3/16" = 1'-0"
4 ACCESS - Parking Stall - Van
1 1/2" = 1'-0"
9 ACCESS - truncated dome paver
3/4" = 1'-0"
5 ACCESS - Symbol of Accessiblity
ISSUE

NO DESCRIPTION DATE
158
8" MIN.
11" MIN.
9" MIN.
27" MIN.
29" MIN.
30" MIN.
25" MAX.
17" MIN.

OBSTRUCTION
8" MIN.
27" MIN.
9" MIN.
11" MIN.

ELEVATION PLAN ELEVATION AT LAVATORY
6" MAX.
17" to 18"
48" MIN.
56" MIN.

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 19"
54" MIN.
42" MIN. 12" MAX
GRAB BAR 1-1/4" MIN.
2" MAX. DIAM. 1-1/2" MIN. SPACE
12" MIN.
1-1/2" MIN.

TOP OF BAR AFF
33" MIN. - 36" MAX.
12" MIN. 24" MIN.
36" MIN.
1-1/2" MIN.

FLUSH HANDLE ON ACCESS SIDE
12" MIN.

PROTRUDING
OBJECT
17" MIN.
19" MAX.

SEAT 2" MAX

1. CONSTRUCTION MUST COMPLY WITH CALIFORNIA TITLE 24 REQUIREMENTS2. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED ATOTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.

3. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION4. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES MINIMUM DUE TO THE LOCATION OF A RECESSEDFIXTURE ADJACENT TO THE WATER CLOSET.

5. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CONTROLS SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR.

6. TOILET PAPER DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.

NOTES:
7" - 9"
TO LAV
18" CLEAR
C.L. TO WALL
18" CLEAR
SOLID

BLOCKING
SOLID

BLOCKING
(3) #10 x 1 1/2" FHWSWOOD BLOCKINGAS REQ'D., BETWEEN STUDSSTAINLESS STEELGRAB BAR:1-1/4" MIN., 2" MAX. DIAM. SEE DETAIL 3FOR MOUNTING HEIGHTS AND ADDITIONAL REQUIREMENTS 5" to 7" 10" to 11"
EQ EQ
GENERAL NOTES:HARDWARE. DOOR HANDLES, PULLS, LATCHE3S, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. (1008.1.9.1)DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (11B-404.2.8)DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.THE FORCE FOR PUSHING OR PULLING A OPEN DOOR OR GATE OTHER THAN A FIRE DOOR SHALL BE AS FOLLOWS:
a. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM.b. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM.c. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS d. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM
SWING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GAT4ES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR. a. EXCEPTION: GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR OR GROUND SHALL NOTBE REQUIRED TO COMPLY.

DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHE3S MINIMUM IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 INCHES WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (
3 4
"
M
N
I
.
-
4 4
"M
A
X
.
)
3 6
"
4 2
"
*
6 0
"*
*
DOOR VIEWERS:* HEIGHT FOR ACCESSIBLE UNITS** PROVIDE BOTH HIGH AND LOW IN ACCESSIBLE UNITS** TYPICAL HEIGHT FOR NON ACCESSIBLE UNITS DOOR VIEWER PER HDWR. SCH. .3 HINGES TYP. PER HDWR. SCH.PROVIDE WEATHER SEAL(3) SIDES TYP.

PROVIDE SADDLE TYP THRESHOLD TYP.PROVIDE DOOR SHOE WITH VINYL SEALS TYP.

DOOR PER SCHEDULE, PRIME AND PAINT (6) FACES TYP.LATCH PER HDWR. SCH. 4 2
"
*
6 0
"*
*
COAT HOOKS PER HDWR. SCHEDULE
.

PROVIDE SADDLE TYP THRESHOLD TYP.PROVIDE DOOR SHOE WITH VINYL SEALS TYP.UNIT TACTILE SIGN 5 '
-
0 "
4 8
"M
A
X
.

HARD-WIRE ELECTRICDOORBELL: SEE NOTESFOR VISIBLE SIGNALREQUIREMENTS 9"

1.2.3.4.5.6.7. 6
0 "
M
N
I
.
24 " MIN.

CLEAR AT EXTERIOR CLEAR AT INTERIOR

PULL SIDE

PUSH SIDE
12" MIN.

FOR FRONT APPROACH PROVIDE THIS ADDITIONAL SPACE IF DOOR/GATE IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 4 4
"
M
N
I
.

S
D
I
E
A
P
P
R
O
A
C
H
4 8
"
M
N
I
.

F
R
O
N
T
A
P
P
R
O
A
C
H
18" MIN.

CLEAR AT HINGE APPROACH
36" MIN.

HINGE

APPROACH
SIDE

APPROACH
22" MIN.

PROVIDE THIS ADDITIONAL SPACE FOR SIDE APPROACH
LEVEL LANDING AREA CAN NOT SLOPE MORE THAN 2% IN ANY DIRECTIONLEVEL LANDING AREA CAN NOT SLOPE MORE THAN 2% IN ANY DIRECTION 48" IF CLOSER AND LATCH PRESENT
4 4
"
M
A
X
.
3 4
"
M
N
I
.
32" MIN. CLR.

LEVER HARDWARE(NO CLOSER)DOOR AND FRAME PER PLAN

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 2:56:05 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-502 20-190709 TJL ISS ISS ACCESSIBLE DETAILS 3/4" = 1'-0" 2 ACCESS - knee and toe space
1/2" = 1'-0" 3 ACCESS - typical restroom 6" = 1'-0" 4 ACCESS - grab bar mounting 1/2" = 1'-0" 5 DOOR - typical door requirements 1/2" = 1'-0" 7 ACCESS - door clearances 1/2" = 1'-0" 6 ACCESS - interior door clearances ISSUE

NO DESCRIPTION DATE
159
1 2
1/
4 " MAX.
1/
2 " MAX.

ACCESSIBLE THRESHOLD INSTALL PER MFR'S INSTRUCTIONSDOOR FRAME PER SCHEDULEDOOR PER SCHEDULE

FINISH FLOOR

TRANSITION STRIP AS REQUIRED
1/2"
6"

OFFSET SADDLE THRESHOLDDOOR SHOE WITH INTEGRAL DRIP

FINISH FLOOR

INTERIOR EXTERIOR
2% SLOPE
(1/4":12")

WINDOW PER SCHEDULEWOOD SHIM
5/8" J CASING BEADCORNER BEAD5/8" TYPE "X" GYPSUM WALLBOARD 7/8" EXTERIOR CEMENT PLASTEREXPANDED METAL LATHSEALANTSHEATHING PER STRUCTURALMOISTURE BARRIERPOLYVINYL FLASHING

HEADER PER STRUCTURAL PLANS

BATT INSULATION

EXTERIOR

INTERIOR
2X6 STUDS
WINDOW PER SCHEDULESHEATHING PER STRUCTURALMOISTURE BARRIERPOLYVINYL FLASHINGEXPANDED METAL LATH7/8" EXTERIOR CEMENT PLASTER INTERIOR SILL: SEALANT3/4" MDF, PAINT5/8" J CASING BEADSILICONE CAULKING5/8" TYPE "X" GYPSUM WALLBOARD2X WOOD STUDSBATT INSULATION

INTERIOR EXTERIOR

POLYVINYL FLASHING
6"
A B
C D
9" WIDE JAMB STRIPSWITH INSIDE EDGE OF FELTEVEN W/ EDGE OF OPENING

ASPHALT SATURATEDROOFING FELT

1. ATTACH FELT WITH GALV. ROOFING NAILS
OR RUST- RESISTANT STAPLES - TYP.

2. AT WINDOW HEAD, JAMB AND SILLS, THE

WINDOW FLANGE
APPLY CAULK BEAD TO THEBACK SURFACE OF WINDOW.INSTALL OVER FELT STRIPSINSTALL 9" WIDE FELT HEADFLASHING OVER TOP FLANGE.STARTING AT BOTTOM OF WALLLAY WATER RESISTANT PAPERUNDER THE SILL STRIPINSTALL SUCCEEDING COURSESOF WATER-RESISTANT PAPEROVER SILL, JAMB, AND HEADFLANGE IN SHINGLE FASHIONW/ MIN. 2" OVERLAPS.

SILL
HEADER
ROUGH

OPENING
WINDOW
UNIT
WINDOW
UNIT
SILL
HEADER
ROUGH

OPENING
9"
8"
1" 4"
7/8" CONCRETE PLASTER

PLYWOOD - PER STRUCTURAL DRAWINGS

PLYWOOD SHEATHING

PER STRUCTURAL DRAWINGS

FELT UNDERLAYMENT

ASPHALT SHINGLE ROOFING
R-21 BATT INSULATION5/8" TYPE "X" GYPSUM BOARD(EXISTING) 2X STUDS

SHEET METAL FLASHING

PLYWOOD SHEATHING

PER STRUCTURAL DRAWINGS

MOISTURE BARRIER

WINDOW INFILL

FRAMING PER

STRUCTURAL NEW BEAM PER
FRAMING PLANFS1
2x FASCIA

PLYWOOD PER

STRUCTURAL DRAWINGS

MOISTURE BARRIER

WOOD TRIM TO

MATCH EXISTING
R-21 BATT INSULATION5/8" TYPE "X" GYPSUM SHEATHING
7/8" EXTERIOR

CEMENT PLASTER

ROOF EDGE FLASHINGGUTTER

PLYWOOD SHEATHING

PER STRUCTURAL DRAWINGS
1x6 T&G WOOD

SHEATHING

FELT UNDERLAYMENT

ASPHALT SHINGLE ROOFING
5/8" TYPE "X" GYPSUM SHEATHING

FRAMING PER STRUCTURAL
1 3/4" NON

RATED DOOR
MOISTURE BARRIERFIBRE FLASHING AT HEADER AND JAMB7/8" EXTERIOR CEMENT PLASTERWIRE METAL LATH

HEADER PER

STRUCTURAL PLANS
5/8" GYPSUM

WALLBOARD

SHEATHING PER STRUCTURAL
BATT

INSULATION
2X WOOD STUDS

INTERIOR EXTERIOR

CONTINUOUS MILCOR FLASHING

HOLLOW METAL JAMB

AT NON RATED DOORS
GYP. BOARD 1/4" CAULK WITH BACKER ROD
"L" METAL

DOOR, PER

SCHEDULE
MOISTURE BARRIERFIBRE FLASHING AT HEADER AND JAMB7/8" EXTERIOR CEMENT PLASTERWIRE METAL LATH

HEADER PER

STRUCTURAL PLANS
5/8" GYPSUM

WALLBOARD

SHEATHING PER STRUCTURAL
BATT

INSULATION
2X WOOD STUDS

INTERIOR EXTERIOR

CONTINUOUS MILCOR FLASHING

WOOD DOOR
FRAME
1/4" CAULK WITH BACKER ROD WOOD CASING TO

MATCH EXISTING
DOOR
5/8" GYPSUM WALLBOARD

HEADER PER

STRUCTURAL PLANS
5/8" GYPSUM

WALLBOARD
BATT

INSULATION
2X WOOD STUDS

INTERIOR

SHIMS AS NEEDED

INTERIOR

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 2:55:11 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-503 20-190709 TJL ISS ISS ROOF, DOOR & WINDOW DETAILS 3" = 1'-0" 2 DOOR - INTERIOR ACCESSIBLE THRESHOLD 3" = 1'-0" 1 DOOR THRESHOLD - ACCESSIBLE ( AT SLAB ON GRADE) 3" = 1'-0" 6 WINDOW HEAD - EXTERIOR CEMENT PLASTER 3" = 1'-0" 5 WINDOW SILL - EXTERIOR CEMENT PLASTER 1/2" = 1'-0" 12 WINDOWS - TYPICAL FLASHINGS 1 1/2" = 1'-0" 14 ROOF AT FIRST FLOOR ADDITION1 1 1/2" = 1'-0" 10 ROOF EAVE AT EXTERIOR NEW WALL1 3" = 1'-0" 4 DOOR HEAD - EXTERIOR AT WATER HEATER ENCLOSURE3" = 1'-0" 3 DOOR HEAD - EXTERIOR ENTRANCE 3" = 1'-0" 7 DOOR HEAD - INTERIOR
ISSUE

NO DESCRIPTION DATE
160

ENTRY DOOR INTERIOR DOOR CLOSET DOOR DOOR AT

ENCLOSURE

A B C D
36"
80"
36"
80"
59"
80"
36"
80"
12"
24"
64" 16"

DOOR AT EXISTING INTERIOR FURNACE
E
A 1ST FLOOR B

SLIDER W/ AWNING
2ND FLOOR SLIDER
11" 22" 48"
46" 46"
@ (E) WINDOW HT.

NEW WINDOW
2ND FLOOR
@
(
E
)
W
IN
D
O
W
H
T
.

N
E
W
W
IN
D
O
W

APPLIANCE AND FIXTURE SCHEDULE
ALL APPLIANCES IN ACCESSIBLE UNITS ARE ACCESS COMPLIANT ("ADA"), ALL APPLIANCES ARE ENERGY STAR RATED • REFRIGERATOR - LG - 26.2 CU. FT. SIDE BY SIDE W/ WATER DISPENSER MODEL: LSCS26326D OR SIMILAR
• OVEN - LG - 6.3 CU. FT. STAINLESS STEEL GAS RANGE WITH CONVECTION MODEL: LSG4513ST OR SIMILAR
• FIBERGLASS TUB-SHOWER - FREEDOM BATHTUBS 60" x 32.5" ADA MODEL: APTG3260TSADA
• TOILET - AMERICAN STANDARD CADET TALL HEIGHT
MODEL: 3376128ST.020
• BATHROOM SINK - AMERICAN STANDARD - MURRO UNIVERSAL DESIGN WALL MOUNTEDMODEL: 0954.004EC.020 OR SIMILAR
• KITCHEN SINK - MOEN STAINLESS STEEL UNDER-MOUNT DOUBLE BOWL SINK MODEL: G18215 OR SIMILAR

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

WINDOW SCHEDULE
MARK WIDTH HEIGHT HEAD HEIGHT WINDOW TYPE U-VALUE SOLAR HEAT GAIN COEFFICIENT Comments A 3' - 10" 5' - 10" Vinyl Windows 0.3B 3' - 10" 4' - 0" Vinyl Windows 0.3

ROOM FINISH SCHEDULE

NUMBER NAME AREA
FLOOR
FINISH
BASE
FINISH
WALL
FINISH

CEILING

FINISH COMMENTS
100 LIVING ROOM 112 SF SV.1 GB-Paint GB-Paint101 KITCHEN 111 SF SV.1 GB-Paint GB-Paint102 BATHROOM 78 SF SV.1 GB-Paint GB-Paint103 BEDROOM 121 SF SV.1 GB-Paint GB-Paint104 ENTRY 30 SF SV.1 GB-Paint GB-Paint105 VESTIBULE 41 SF SV.1 GB-Paint GB-Paint106 CLOSET 5 SF GB-Paint GB-Paint107 DINING ROOM 143 SF SV.1 GB-Paint GB-Paint108 KITCHEN 76 SF SV.1 GB-Paint GB-Paint109 PANTRY 12 SF SV.1 GB-Paint GB-Paint110 LAUNDRY 55 SF SV.1 GB-Paint GB-Paint111 STAIR 43 SF GB-Paint GB-Paint112 HEATER ENCLOSURE 10 SF201 VESTIBULE 45 SF SV.1 GB-Paint (E)202 BATHROOM 42 SF SV.1 (E) (E) (E) CLEAN AND PAINT ONLY203 BEDROOM 2 118 SF SV.1 GB-Paint (E)204 BEDROOM 1 139 SF SV.1 GB-Paint (E)205 LIVING ROOM 245 SF SV.1 GB-Paint GB-Paint

DOOR SCHEDULE - RESIDENTIAL

ROOM DOOR WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH FRAME TYPE COMMENTS ENTRY - LIVING ROOM 100 3' - 0" 6' - 8" 0' - 1 3/4" A Wood Paint Wood BATHROOM 102 3' - 0" 6' - 8" 0' - 1 3/4" B Wood Paint Wood BEDROOM 103 3' - 0" 6' - 8" 0' - 1 3/4" B Wood Paint Wood BEDROOM CLOSET 103A 4' - 11" 6' - 8" C Wood Paint Wood
ENTRY - LIVING ROOM 106 3' - 0" 6' - 8" 0' - 1 3/4" A Wood Paint Wood FURNACE 107B 1' - 10" 5' - 4" 0' - 1 3/4" E Wood Paint Wood ENCLOSURE 112 3' - 0" 6' - 8" 0' - 1 3/4" D Metal Paint Metal 1/4" = 1'-0"
Door Legend
1/4" = 1'-0"
Window Legend

0.230.23
ISSUE

NO DESCRIPTION DATE
161
(N) RESILIENT CHANNEL

ABOVE ACCESSIBLE UNIT
(E) 5/8" TYPE 'X' GYPSUM

WALLBOARD
(E) INTERIOR WALL MODIFIED TO
COMPLY WITH 1 HOUR RATED
2x10 WALL WITH 50 STC SOUND RATING
2 NEW INTERIOR 2x4 WALL

GYPSUM WALL BOARD
2x4 WOOD STUD @ 16" O.C.

GYPSUM WALL BOARD

BLOCKING WHERE REQUIRED

AIR GAP
3 NEW EXTERIOR 2x6 WALL

BLOCKING WHERE REQUIRED

GYPSUM WALL BOARD
2x6 WOOD STUD @ 16" O.C.

CONCRETE PLASTER

MOISTURE BARRIER
(E) 2 x 12 FLOOR JOIST
(N) RESILIENT CHANNEL

ABOVE ACCESSIBLE UNIT
(N) 19/32" PLYWOOD
F.S.1

REMOVE EXISTING GYP BOARD CEILING AND FLOORING,

INSTALL NEW GYP BOARD AND FLOORING FOR A
1 HR FIRE RATED, 50 STC SOUND RATING

FLOOR ASSEMBLY
(E) 2 X 12 BLOCKING
GA FILE NO. FC 5107
(N) 3/4" 1,00PSI SANDED GYPSUM

FLOOR UNDERLAYMENT
4 1
NEW EXTERIOR 2x4 WALL

BLOCKING WHERE REQUIRED

GYPSUM WALL BOARD

CONCRETE PLASTER

MOISTURE BARRIERBATT INSULATION BATT INSULATION
GA FILE NO. WP 3112

BATT INSULATION
(N) 5/8" TYPE 'X'

GYPSUM BOARD
(N) 1/8" ACOUSTI-MAT

UNDERLAYMENT
(E) 2x4 STAGGERED WOOD
STUD ON 2x10 SILL
(E) 5/8" TYPE 'X' GYPSUM

WALLBOARD
(N) RESILIENT CHANNEL

ABOVE ACCESSIBLE UNIT
(N) 5/8" GYPSUM WALLBOARD

AIR GAP
(E) 2x4 STAGGERED WOOD
STUD ON 2x10 SILL
(E) 2x4 STAGGERED WOOD
STUD ON 2x10 SILL
3 1/2" GLASS FIBER

INSULATION
(N) 5/8" TYPE 'X' GYPSUM WALLBOARD
(E) 2x4

BLOCKING
* REMOVE GYPSUM BOARD

FROM ONE SIDE OF WALL TO CONFIRM EXISTANCE OF INSULATION AND ADD RESILIENT CHANNEL

PLYWOOD SHEATHING PER

STRUCTURAL

PLYWOOD SHEATHING PER

STRUCTURAL
3 1/2" GLASS FIBER

INSULATION
5 NEW INTERIOR 2x4
1 HOUR STC 50 SOUND

RATED WALL
GA FILE NO. WP 3243
6 NEW INTERIOR 2x6 WALL

AT HEATER
5/8" TYPE 'X'

GYPSUM WALLBOARD
2x4 WOOD STUD @ 16" O.C.

BATT INSULATION
2x4 BLOCKINGRESILIENT CHANNEL
5/8" TYPE 'X'

GYPSUM WALLBOARD
2x4 WOOD STUD @ 16" O.C.

BATT INSULATION
2x6 BLOCKING

LICENSED ARCH ITECT

CALI FORN I OF ETAT S A

I LONA T OT SC
No. C11881
Ren. 06/21
DRAWN BY:CHECKED BY:PROJECT MANAGER:JOB NO.PRINT DATE:

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF LAUTERBACH & ASSOCIATES, ALL RIGHTS RESERVED, AND SHALL NOT BE USED ON ANY OTHER WORK OR PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LAUTERBACH & ASSOCIATES. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF LAUTERBACH & ASSOCIATES PRIOR TO COMMENCEMENT OF ANY WORK A 3 4 5 6 7 8 9 10 11 12 13 14 15 2 1 BCDEFGHJKL ABCDEFGHJKL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 CITY OF OXNARD HOUSING AUTHORITY 435 S. D STREET OXNARD, CALIFORNIA 93030 1 Pl ch submittal 04/08/2020 4/8/2020 2:51:51 AM G:\2019 Projects\20-190709 City of Oxnard-Set 4-Fashion\Drawings\Architectural\20-190709 City of Oxnard - 234, 251, & 257 Fashion Park Apartments - CD.rvt A-602 20-190709 TJL ISS ISS WALL LEGEND 1 1/2" = 1'-0" WALL LEGEND ISSUE NO DESCRIPTION DATE 162
EQUIPMENT SCHEDULE UNIT TONS MODEL COOLING (BTUH) AFUE HEATING (BTUH) CFM MCA MOCP VOLTAGE WEIGHT (LB.) LIQUID LINE VAPOR LINE REMARKS FAU-1 CARRIER #59TP5A080E17--16 96.2 78,000 / 50,000 1,360 GAS GAS 115V 1P 60Hz 156 VERTICAL. PROVIDE DUCT SMOKE DETECTOR SH-1 2.0 T WILLAMS COMFORT #3509622A .81 AFUE 23,700 110 - 162 GAS GAS 120V 1P 60Hz 57 WALL MOUNTED UNIT EF-1 PANASONIC FV-10VS1 100 0.2 20 120V 20 INTEGRAL BACKDRAFT DAMPER. INTERLOCK W/ HUMIDISTAT SWITCH MANDATORY MEASURES 1. Provide an attic access a minimum of 22”x30” not over 20' from the equipment.

2. Provide an unobstructed passageway 30” wide x 30” high with solid continuous flooring from the access to the equipment/control panel. The passageway shall be at least as large as the largest component of the appliance. Provide a level, unobstructed work platform not less than 30”X30" square in front of the equipment with 30” headroom. [§305 CMC] 3. Provide a 120V receptacle and a light near the equipment. The light switch shall be located at the attic access. 4. Provide a 3/4" primary condensate drain. Provide a 3/4" secondary condensate drain line which terminates over a window. 5. All combustion air openings, including attic vents, shall be covered with a corrosion resistant screen with a 1/4" mesh. 6. Solid and liquid lines shall be located a minimum of 6" above the flood level rim ofthe condensing units.

7. See detail 2/- for equipment support. M-0.0 20-190709 ISSUE NO DESCRIPTION DATE DRAWN BY: CHECKED BY: PROJECT MANAGER: JOB NO. PRINT DATE:

REF. WH
1 3
E
D
C
B
A
2 F
Heater
Heater FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 M-1.0 20-190209 ISSUE NO DESCRIPTION DATE DRAWN BY: CHECKED BY: PROJECT MANAGER: JOB NO. PRINT DATE:

REF. WH
1 3
E
D
C
B
A
2 F
Heater
Heater FASHION PARK APARTMENTS 234, 251 & 257 FASHION PARK OXNARD, CA, 93036 P-1.0 20-190209 ISSUE NO DESCRIPTION DATE DRAWN BY: CHECKED BY: PROJECT MANAGER: JOB NO. PRINT DATE:

GENERAL NOTES,

SYMBOLS & DETAILS
20-190209
ISSUE

NO DESCRIPTION DATE
DRAWN BY:

CHECKED BY:

PROJECT MANAGER:

JOB NO.

PRINT DATE:

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030 LICENSED ARCH ITECT CALI FORN I OF ETAT S A I LONA T OT SC No. C11881
Ren. 06/21 1 SUBMIT 02-26-2020
169
E-002

RESIDENTIAL LIGHTING

COMPLIANCE FORMS
20-190209
ISSUE

NO DESCRIPTION DATE
DRAWN BY:

CHECKED BY:

PROJECT MANAGER:

JOB NO.

PRINT DATE:

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030 LICENSED ARCH ITECT CALI FORN I OF ETAT S A I LONA T OT SC No. C11881
Ren. 06/21 1 SUBMIT 02-26-2020
170
251 253 255 257 230 232 234

EXISTING

RESIDENTIAL
UNITS

EXISTING

RESIDENTIAL

BUILDING

EXISTING

RESIDENTIAL

BUILDING

EXISTING

RESIDENTIAL

BUILDING EXISTING

RESIDENTIAL

UNITS FASHION PARK PLACE
E-003

ELECTRICAL

SITE PLAN
20-190209
ISSUE

NO DESCRIPTION DATE
DRAWN BY:

CHECKED BY:

PROJECT MANAGER:

JOB NO.

PRINT DATE:

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030 LICENSED ARCH ITECT CALI FORN I OF ETAT S A I LONA T OT SC No. C11881
Ren. 06/21 1 SUBMIT 02-26-2020
171
REF.

UP
WH 1 3 EDCBA 2 F
DN 1 3 EDCBA 2 F
E-101

ELECTRICAL

DEMOLITION PLANS
20-190209
ISSUE

NO DESCRIPTION DATE
DRAWN BY:

CHECKED BY:

PROJECT MANAGER:

JOB NO.

PRINT DATE:

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030 LICENSED ARCH ITECT CALI FORN I OF ETAT S A I LONA T OT SC No. C11881
Ren. 06/21 1 SUBMIT 02-26-2020
172
REF.

WH 1 3 EDCBA 2 F 1 3 EDCBA 2 F
E-103

ELECTRICAL

FLOOR PLANS
20-190209
ISSUE

NO DESCRIPTION DATE
DRAWN BY:

CHECKED BY:

PROJECT MANAGER:

JOB NO.

PRINT DATE:

FASHION PARK

APARTMENTS
234, 251 & 257 FASHION PARK
OXNARD, CA, 93036

CITY OF OXNARD

HOUSING

AUTHORITY
435 S. D STREET
OXNARD, CALIFORNIA 93030 LICENSED ARCH ITECT CALI FORN I OF ETAT S A I LONA T OT SC No. C11881
Ren. 06/21 1 SUBMIT 02-26-2020
173
1 CAPITAL IMPROVEMENT CONTRACT
Contract No: A-8533
Name of Contractor: MDJ Management
Address: 531 Main Street, #611, El Segundo, CA 90245
Project description: Concord Drive Apartments ADA Conversion This Capital Improvement Contract (“Contract”) is made at Oxnard, California, as of this 19th day of September 2023 between the City of Oxnard Housing Authority, called herein the “Authority”, and the above-named contractor (“Contractor”) for the construction of the capital improvement project described herein. The parties hereto agree as follows:

I. Type of Contract
This contract is a firm-fixed price contract as defined by 2CFR Part 200 and the Department of Housing and Urban Development (HUD) Handbook 7460.8, Rev. 2.

2. Contract Price
Contractor shall perform the scope of work per the detailed scope of work per approved plans submitted for the ADA unit conversion at 2950 and 2956 Concord Drive. Authority shall pay Contractor, as described in Exhibit A, attached hereto and incorporated herein by this reference, in full payment for said work, the following sum: $1,221,499.92 The above sum includes all taxes and the costs of any required bonds.

3. Payment Schedule
Authority shall pay Contractor no later than 30 calendar days after Authority accepts Contractor’s invoices and Authority shall make final payment no later than 60 calendar days after Authority has issued and approved a certificate of completion for the work contemplated herein, provided that the Authority may withhold from progress payments an amount equal to 5 percent of the progress payment and may withhold from final payment an amount sufficient to protect the Authority from disputes equivalent to 150 percent of the value of any disputed amount of work.

4. Scope of Work
Contractor shall furnish all tools, equipment, apparatus, facilities, labor and materials necessary to, and shall perform and complete in a good, safe and workmanlike manner, the work described in the approved plans.
174
2 5. Contract Documents
The complete Contract consists of all the following, which are specifically incorporated herein by reference:
a. Change Orders
b. Contract Amendments –
c. This Contract
d. Amendments to HUD Form 5370
e. HUD Form 5370 General Conditions for Construction Contracts – Public Housing Programs
f. Specifications
g. Plans
h. Permits
i. Contractor's bid proposal and list of subcontractors (if applicable). j. Performance and payment bonds as required by the specifications and applicable law. Unless otherwise specified, each such bond shall be 100 percent of the Contract price.
k. Insurance as required by the specifications and applicable law. l. All applicable wage determinations, safety and health regulations, nondiscrimination provisions, labor standards, and requirements if the Contract is federally assisted. This includes but is not limited to such items enumerated in the specifications and addenda thereto.

6. Indemnity
Contractor agrees to indemnify, hold harmless and defend Authority, its Commission, and each member thereof, and every officer, employee, representative or agent of Authority, from any and all liability, claims, demands, actions, damages (whether in contract or tort, including personal injury, death at any time, or property damage), costs and financial loss, including all costs and expenses and fees of litigation or arbitration, that arise directly or indirectly form any acts or omissions related to this Agreement performed by Contractor or its agents, employees, Subcontractors, Contractors, and other persons acting on Contractor’s behalf. This agreement to indemnify, hold harmless and defend shall apply whether such acts or omissions are the product of active negligence, passive negligence, willfulness or acts for which Contractor or its agents, employees, subcontractors, consultants and other persons acting on Contractor’s behalf would be held strictly liable.

7. Time for Performance
The time limit for the completion of the work is 540 working days after receipt of the Notice to Proceed.

Contractor shall not perform any work until the Authority issues a Notice to Proceed. Work will be completed within the time limit specified above and in the Notice to Proceed. 175
3 8. Acknowledgement
Contractor by signing hereunder acknowledges that he has reviewed all the foregoing documents and agrees with the requirements, conditions and covenants contained therein.

The parties agree that this Agreement may be transmitted and signed by electronic or digital means by either/any or both/all Parties and that such signatures shall have the same force and effect as original signatures, in accordance with California Government Code Section 16.5 and California Civil Code Section 1633.7.

CITY OF OXNARD MDJ MANAGEMENT

HOUSING AUTHORITY
_________________________ ________________________
John C. Zaragoza Matthew McMillon
Chairman President
APPROVED AS TO FORM: APPROVED AS TO INSURANCE:
_________________________ _______________________
Stephen M. Fischer, Rhonda Hodge
Housing General Counsel Housing Finance Officer
APPROVED AS TO COMPLIANCE:
______________________
Rhonda Hodge
Contract Administrator
176
4 GENERAL CONDITIONS
Work Hours:

From 8:00 AM to 5:00 PM max. Including 1-hour lunch.

No work is allowed Saturdays, Sundays and during any official holidays.

Safety and Security:

The contractors are required to secure the work area during the work hours, lunch hours, weekends, and holidays. The contractors shall secure and render safe the entire construction area at the end of each working day. Work areas must be well barricaded and flagged, and all precautions should be taken to avoid injury or damage to any person or property and shall protect and indemnify the Housing against any claim or liability arising from or based on the lack of proper safeguards or negligence whether by it or its agents, employees or Subcontractors.

Compliance with all Laws:

The contractors shall comply with all applicable federal, State and local laws, ordinances, codes and regulations in force at the time the contractors perform pursuant to the contract documents.

Project Schedule:

The contractor is expected to complete the job in not to exceed five hundred forty (540) working days.

Construction Debris:

Due to the nature of the job, the contractor is responsible for hauling away debris.

Storage Bin
The contractor shall provide bins and/or containers for temporary storage.

Warranty:

The contractor shall warranty the work for a period of One (1) year against workmanship.

Final Walkthrough, and Sign off:

The contractor is required to call for a final walk through with the project manager and/ or the Housing Authority staff after completion of the project. Upon approval, the contractor may bill the Housing Authority for said work. All the payments will be pending obtaining a final sign off from the City inspector and turning in those permits.
177
Work Order Signature Document
EZIQC Contract No.: CA-R7-GB06-123021-MDJ
New Work Order
116759.00
Modify an Existing Work Order
Work Order Title:

Work Order Number.: Work Order Date:

X
06/06/2023
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Matt McMillon
310-490-1521
Owner Name:

Concord Unit 2950 Conversion
Oxnard Housing Authority
Fredi Contreras
805-890-8319
MDJ Management
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA-R7-GB06-123021-MDJ.

Brief Work Order Description:

Liquidated Damages Will apply: Will not apply:

Estimated Completion Date:

Time of Performance Estimated Start Date:

X
Work Order Firm Fixed Price: $610,749.96
Owner Purchase Order Number:

Approvals
Oxnard Housing Authority Date MDJ Management Date

2.00

Page 1 of 1 ends

6/6/2023
Work Order Signature Document

EXHIBIT A
178

3.00 Detailed Scope of Work
To: Matt McMillon From: Fredi Contreras
MDJ Management Oxnard Housing Authority
531 Main St #611 300 N. Marquita Street
El Segundo, CA 90245 Oxnard, CA 93030
310-490-1521 805-890-8319
Work Order Number:

Date Printed: June 06, 2023
116759.00
Work Order Title: Concord Unit 2950 Conversion
Brief Scope:

Preliminary Revised X Final
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work.

See attached.

Subject to the terms and conditions of ezIQC Contract CA-R7-GB06-123021-MDJ.

MDJ Management Date
Oxnard Housing Authority Date

Page 1 of 1 ends

6/6/2023
Scope of Work
179
MDJ Management, LLC
License # 1044711
DIR # 1000061313
531 Main St. #611 El Segundo CA 90245
310-490-1521
Job Name: 2950 Concord ADA Conversion
Location: 2950 Concord Dr. Oxnard, CA 93036
Customer: Oxnard Housing Authority
Submission Date: 5/31/23
Detailed Scope of Work
Demolition
● Demolition of existing apartment per plans
● Per Asbestos Survey report provided by client all walls, ceilings and floors to be considered ACM
○ Demolition of unit to be performed by certified hazardous material demolition company
Installation/Buildout
● Saw cutting of slab and demolition of concrete for new plumbing ● Excavation for new plumbing and new concrete footings for addition ● All framing throughout including new walls and soffits ● New rough and finish plumbing throughout
● New electrical rough including new panel per plan
● Concrete work:
○ Pour new footings for addition
○ Pour back all open trenches inside the unit
○ Pour slab for addition
○ Our sidewalk as required
● New windows and doors
● New Insulation
● HVAC ductwork, registers, and wall heaters.
○ Includes new forced air unit
● Drywall throughout
● Lath, stucco, and color coat to match existing
● Roofing, fascia, and gutters for new addition
● Interior paint
● New Flooring and base
● New kitchens, countertops, fixtures, sinks and appliances. 1 of 3
180
● New bathroom fixtures per plan
● Paint exterior of building
● Site work:
○ New sidewalks
○ Handicap ramp with truncated domes
○ Handicap striping
○ New signage at Handicap stall
Installation/Buildout added by Client NOT included on plans ● Remove and replace all outlets and switches throughout, even on all existing walls ● Remove and replace exterior lighting with LED lighting ○ Match existing 3 fixtures
● Install MDF baseboards
○ Instead of called out cove base
● Remove and replace all interior doors. Complete list of doors from plans as well as clients request:
○ Demo of 3 utility closet, 2 sliding closet, 5 bedroom, and 2 bathroom doors ○ Installation of 2 utility closet, 3 sliding closet, 3 bedroom, 2 bathroom doors, and 1 front door
● Clean up existing back yard, the weeds are 5 feet high ○ Includes weed weed whacking and removal of all dead weeds ● Remove and replace one section of vinyl fence because it is not wide enough for ADA width along concrete path to front door
○ 45 feet x 6 feet high
○ (1) One 4’ Gate
○ Includes widening the concrete by one foot
Notes:
● All work to be performed per plans provided to MDJ
● Any additional add on items will be at the request of Customer. Any adjustment shall be an additional cost.
● Price includes all labor (Normal Working Hours - Davis Bacon Wages), materials, equipment to complete this scope of work.
● Construction Exclusions:
○ New Washer and Dryer not included in contract.

CLARIFICATIONS AND EXCLUSIONS:
● Warranty
○ One year warranty against workmanship
○ Manufacturer's warranty varies
● We exclude plans, permits, permit fees, related fees, testing, inspection, survey, and engineering unless specified above
● We exclude utilities and hazardous or contaminated material. ● Construction water, power, and sanitary facilities available on site for MDJ’s use at no cost.
● We exclude premium time.
● We exclude anything not specifically mentioned above. ● MDJ reserves the right to review, change, and/or delete any provisions of any prime contract or subcontract, which results from this quotation. 2 of 3
181
● All terms to be net 30 days in full upon receipt of invoice. Interest will be charged at the rate of 2% monthly on the unpaid balance.

BID PRICE: See Price Proposal
All work to be completed in a substantial and workmanlike manner according to standard practices for the sum of See Price Proposal. Any additional add on items will be at the request of Customer. Any adjustment shall be an additional cost.

Bid price is good for thirty (30) days only.

Any controversy or claim based on, arising out of, or relating to this agreement, or breach thereof, including any claim based on the work performed pursuant to this agreement, shall be submitted to the American Arbitration Association for binding arbitration in accordance with its rules. If any arbitration, legal action is brought to enforce this agreement, or arising out of or relating to the agreement, the prevailing party shall be entitled to recover from the non-prevailing party reasonable attorney fees and costs incurred, in addition to any and all other relief to which that party may be entitled.

Submitted by:

Matthew McMillon
President MDJ
310.490.1521
[email protected]
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4.00 Contractor's Price Proposal - Summary
Owner PO #:

Concord Unit 2950 Conversion
116759.00
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

Contractor: MDJ Management
$610,749.96
Section - 01 $27,922.15
Section - 02 $124,779.67
Section - 03 $44,628.54
Section - 06 $30,807.26
Section - 07 $39,946.76
Section - 08 $16,937.65
Section - 09 $136,489.60
Section - 10 $1,650.96
Section - 11 $6,131.21
Section - 12 $7,227.87
Section - 22 $61,651.38
Section - 23 $30,704.85
Section - 26 $57,035.70
Section - 31 $17,571.02
Section - 32 $7,265.34
Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$610,749.96
The Percentage of NPP on this Proposal: %

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183

5.00 Contractor's Price Proposal - Detail
Concord Unit 2950 Conversion
116759.00
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Owner PO #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

Contractor: MDJ Management
$610,749.96
Labor Equip. Material (Excludes)
Sect. Item Mod. UOM Description Line Total
Section - 01
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal.
1 EA $13,147.20
Installation x x = 13,147.20
Quantity Unit Price Factor Total
11,952.00 1.00 1.1000
Bond = $597,602 x 2%
01 74 19 00 0016 40 CY Dumpster (5 Ton) "Construction Debris"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Non-hazardous material. 2 EA $11,002.63
Installation x x = 11,002.63
Quantity Unit Price Factor Total

12.00 809.97 1.1320
10 dumpsters for abatement debris: cabinets, drywall from entire house, shower, toilet, stucco, insulation, ... 2 dumpsters for construction debris: drywall cuts, lumber cuts, basic trash 01 74 19 00 0019 15 CY Low-Boy Dumpster Mixed RecyclableFor mixed dirt, rock, concrete brick or asphalt with no trash or organics. Includes service to deliver and pick-up dumpster, hauling, rental and disposal fee.
3 EA $3,772.32
Installation x x = 3,772.32
Quantity Unit Price Factor Total

4.00 833.11 1.1320
for removal of excavated soil for footings, slab, trenching Subtotal for Section - 01 $27,922.15
Section - 02
4 02 41 19 13 0063 LF Rod Reinforced Concrete Slab Up To 4" Depth, Saw Cut $2,499.46 Installation x x = 2,499.46
Quantity Unit Price Factor Total
400.00 5.52 1.1320
sawcut existing slab to trench for new electrical and plumbing runs as needed per plans 02 82 33 00 0067 >2,500 To 10,000 SF, Single Layer Gypsum Wall Board, Asbestos Abatement And Disposal
5 SF $62,951.52
Installation x x = 62,951.52
Quantity Unit Price Factor Total
6,684.00 8.32 1.1320
demolition throughout. All drywall mud is hot. ceilings and walls 02 82 33 00 0074 >500 To 2,500 SF, Gypsum Wall Board (Or Backer Board) With Ceramic Tile And Mastic, Asbestos Abatement And Disposal
6 SF $12,439.55
Installation x x = 12,439.55
Quantity Unit Price Factor Total
550.00 19.98 1.1320
demolition of bathrooms tile and backer board walls and floor as well as kitchen tile 02 82 33 00 0087 >500 To 2,500 SF, Spray On Acoustical Ceiling, Asbestos Abatement And Disposal
7 SF $16,659.92
Installation x x = 16,659.92
Quantity Unit Price Factor Total
1,564.00 9.41 1.1320
demolition

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 02
02 82 33 00 0101 >500 To 2,500 SF, Single Layer Or First Of Multiple Layers, Floor Tile, Asbestos Abatement And Disposal
8 SF $10,959.07
Installation x x = 10,959.07
Quantity Unit Price Factor Total
1,564.00 6.19 1.1320
demolition of 2 layers of floor tile
9 02 82 33 00 0101 0001 For Each Additional Layer, Add $2,744.19 Installation x x = 2,744.19
Quantity Unit Price Factor Total
1,564.00 1.55 1.1320
02 82 33 00 0245 >100 To 250 CF, Asbestos Contaminated Debris, Asbestos Abatement And Disposal
10 CF $13,881.15
Installation x x = 13,881.15
Quantity Unit Price Factor Total
250.00 49.05 1.1320
demolition of all cabinets and vanities per plans. They are attached to the walls so removal would disturb drywall material that is hot. This is for kitchen and bathroom 02 82 33 00 0333 High Efficiency Particulate Air (HEPA) Vacuum And Cleaning Of Contaminated Area
11 SF $1,186.20
Installation x x = 1,186.20
Quantity Unit Price Factor Total
1,564.00 0.67 1.1320
demolition part of abatement procedures
02 89 00 00 0021 3 Stage Portable Personnel Decontamination Wash FacilityIncludes connection to negative air system.
12 EA $907.07
Installation x x = 907.07
Quantity Unit Price Factor Total

1.00 801.30 1.1320
demolition part of abatement procedures
02 89 00 00 0023 Portable Waste Decontamination UnitIncludes connection to negative air system.
13 EA $551.54
Installation x x = 551.54
Quantity Unit Price Factor Total

1.00 487.23 1.1320
demolition
Subtotal for Section - 02 $124,779.67
Section - 03
14 03 11 13 00 0003 SF Continuous Footings Foundation Wood Formwork $1,882.74 Installation x x = 1,882.74
Quantity Unit Price Factor Total
240.00 6.93 1.1320
footing for new addition
15 03 11 13 00 0003 0001 For <1,000, Add $350.47
Installation x x = 350.47
Quantity Unit Price Factor Total
240.00 1.29 1.1320
16 03 11 13 00 0009 LF Up To 6" High Slab Edge and Block-Out Wood Formwork $699.89 Installation x x = 699.89
Quantity Unit Price Factor Total
116.00 5.33 1.1320
for new addition
17 03 11 13 00 0009 0004 For Up To 250, Add $69.28
Installation x x = 69.28
Quantity Unit Price Factor Total

60.00 1.02 1.1320
03 21 11 00 0251 Dowels Or Hairpin, 1/2" x 30" Length, Drilled And Epoxy In Concrete, 6" Embedment
18 EA $5,682.36
Installation x x = 5,682.36
Quantity Unit Price Factor Total
225.00 22.31 1.1320
200 LF of trenching. Epoxy and Dowel every 2'. One on each side. For reinforcement and tying into existing slab adjacent. 25 dowels to attach from porch sidewalk to existing .

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 03
19 03 21 13 00 0093 LF #6, Grade 50, Slab On Grade, Galvanized Steel Reinforcement Bar $2,010.43 Installation x x = 2,010.43
Quantity Unit Price Factor Total
800.00 2.22 1.1320
200 LF of trenching and 600 LF for slab, porch, and footings. Installation of rebar every 2'. 03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
20 CF $6,592.77
Installation x x = 6,592.77
Quantity Unit Price Factor Total
200.00 29.12 1.1320
patch back trenching in existing slab
21 03 31 13 00 0003 SF 4" 3,000 PSI Slab On Grade Concrete Slabs Assembly $1,768.18 Installation x x = 1,768.18
Quantity Unit Price Factor Total
200.00 7.81 1.1320
for new addition
22 03 31 13 00 0003 0156 For Up To 500, Add $681.46
Installation x x = 681.46
Quantity Unit Price Factor Total
200.00 3.01 1.1320
03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
23 CY $14,833.73
Installation x x = 14,833.73
Quantity Unit Price Factor Total

50.00 262.08 1.1320
24 CY footing for new addition. 26 CY for Front porch/sloped walk 24 03 31 13 00 0023 0040 For >20 To 50, Add $638.45
Installation x x = 638.45
Quantity Unit Price Factor Total

50.00 11.28 1.1320
03 54 16 00 0005 1/2" Thick Self Leveling Cementitious Underlayment For FloorsIncluding Surface Preparation
25 SF $9,418.78
Installation x x = 9,418.78
Quantity Unit Price Factor Total
1,564.00 5.32 1.1320
self leveling of floors for prior to installation of new vinyl plank flooring Subtotal for Section - 03 $44,628.54
Section - 06
26 06 11 16 00 0061 SF 2" x 4" Wood Wall Framing At 16" On Center $2,351.16 Installation x x = 1,699.13
Quantity Unit Price Factor Total
950.00 1.58 1.1320
Demolition 800.00 x 0.72 x 1.1320 = 652.03
for new walls, new addition, and soffits. Couple walls require double stacked 2x4 staggered A-602 27 06 11 16 00 0062 SF 2" x 6" Wood Wall Framing At 16" On Center $616.94 Installation x x = 616.94
Quantity Unit Price Factor Total
250.00 2.18 1.1320
2x6 wall per plans
28 06 11 16 00 0062 0004 For >200 To 500, Add $101.88
Installation x x = 101.88
Quantity Unit Price Factor Total
250.00 0.36 1.1320
29 06 11 16 00 0063 SF 2" x 8" Wood Wall Framing At 16" On Center $263.53 Installation x x = 263.53
Quantity Unit Price Factor Total

80.00 2.91 1.1320
2x8 wall per plans

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 06
30 06 11 16 00 0063 0003 For Up To 200, Add $86.94
Installation x x = 86.94
Quantity Unit Price Factor Total

80.00 0.96 1.1320
31 06 11 16 00 0179 LF 2" x 4" Pressure Treated Lumber, For Roofing Nailers $871.64 Installation x x = 871.64
Quantity Unit Price Factor Total
250.00 3.08 1.1320
for roof framing
32 06 11 16 00 0183 LF 2" x 4" Pressure Treated Lumber, For Roofing Sleepers $464.12 Installation x x = 464.12
Quantity Unit Price Factor Total
250.00 1.64 1.1320
for roof framing
33 06 16 33 00 0006 SF 3/4" Thick CDX Plywood Roof DeckingApplied to wood rafters. $690.52 Installation x x = 690.52
Quantity Unit Price Factor Total
250.00 2.44 1.1320
for new addition roof
34 06 16 33 00 0006 0040 For Tongue And Groove, Add $19.81 Installation x x = 19.81
Quantity Unit Price Factor Total
250.00 0.07 1.1320
35 06 16 33 00 0012 SF 1/2" Interior BC Plywood Wall SheathingApplied to wall studs. $1,036.91 Installation x x = 1,036.91
Quantity Unit Price Factor Total
400.00 2.29 1.1320
for new addition per plans
36 06 16 33 00 0012 0005 For Shear Wall Construction, Add $135.84 Installation x x = 135.84
Quantity Unit Price Factor Total
400.00 0.30 1.1320
37 06 16 33 00 0012 0006 For Exterior CC Grade Plywood, Add $54.34 Installation x x = 54.34
Quantity Unit Price Factor Total
400.00 0.12 1.1320
38 06 16 33 00 0020 SF 3/4" CD Grade Plywood Floor DeckingApplied to floor or joists. $5,169.71 Installation x x = 4,178.26
Quantity Unit Price Factor Total
1,564.00 2.36 1.1320
Demolition 1,564.00 x 0.56 x 1.1320 = 991.45
for new floor decking per plans FSI/A-602. plans require glue 39 06 16 33 00 0020 0038 For Exterior Glue, Add $1,593.40 Installation x x = 1,593.40
Quantity Unit Price Factor Total
15,640.00 0.09 1.1320
06 41 13 00 0225 15" Wide, 35" High x 23-3/4" Deep, Single Drawer and Single Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 40 EA $736.43
Installation x x = 736.43
Quantity Unit Price Factor Total

2.00 325.28 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 06 41 13 00 0225 0126 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
41 $231.72
Installation x x = 231.72
Quantity Unit Price Factor Total

2.00 102.35 1.1320
42 06 41 13 00 0225 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 06
06 41 13 00 0226 18" Wide, 35" High x 23-3/4" Deep, Single Drawer and Single Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 43 EA $770.08
Installation x x = 770.08
Quantity Unit Price Factor Total

2.00 340.14 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 06 41 13 00 0226 0126 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
44 $231.72
Installation x x = 231.72
Quantity Unit Price Factor Total

2.00 102.35 1.1320
45 06 41 13 00 0226 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320
06 41 13 00 0228 24" Wide, 35" High x 23-3/4" Deep, Single Drawer and Single Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 46 EA $460.91
Installation x x = 460.91
Quantity Unit Price Factor Total

1.00 407.16 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 06 41 13 00 0228 0126 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
47 $115.86
Installation x x = 115.86
Quantity Unit Price Factor Total

1.00 102.35 1.1320
48 06 41 13 00 0228 0130 For All Plywood Box Construction, Add $120.77 Installation x x = 120.77
Quantity Unit Price Factor Total

1.00 106.69 1.1320
06 41 13 00 0231 33" Wide, 35" High x 23-3/4" Deep, Single Drawer and Double Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 49 EA $1,098.81
Installation x x = 1,098.81
Quantity Unit Price Factor Total

2.00 485.34 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 06 41 13 00 0231 0126 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
50 $231.72
Installation x x = 231.72
Quantity Unit Price Factor Total

2.00 102.35 1.1320
51 06 41 13 00 0231 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320
06 41 13 00 0232 36" Wide, 35" High x 23-3/4" Deep, Single Drawer and Double Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 52 EA $1,133.00
Installation x x = 1,133.00
Quantity Unit Price Factor Total

2.00 500.44 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 06 41 13 00 0232 0126 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
53 $231.72
Installation x x = 231.72
Quantity Unit Price Factor Total

2.00 102.35 1.1320
54 06 41 13 00 0232 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320
06 41 13 00 0248 15" Wide, 35" High x 23-3/4" Deep, Four Drawer Base, Solid Wood Face Frame and Thermofoil Drawer Fronts, Base Cabinet
55 EA $881.74
Installation x x = 881.74
Quantity Unit Price Factor Total

2.00 389.46 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans

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188
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 06
06 41 13 00 0248 0129 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
56 $926.86
Installation x x = 926.86
Quantity Unit Price Factor Total

2.00 409.39 1.1320
57 06 41 13 00 0248 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320
06 41 13 00 0258 33" Wide, 12" High x 12" Deep, Double Door, Solid Wood Face Frame and Thermofoil Doors, Wall Cabinet
58 EA $331.44
Installation x x = 331.44
Quantity Unit Price Factor Total

1.00 292.79 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 59 06 41 13 00 0258 0131 For All Plywood Box Construction, Add $64.81 Installation x x = 64.81
Quantity Unit Price Factor Total

1.00 57.25 1.1320
06 41 13 00 0259 36" Wide, 12" High x 12" Deep, Double Door, Solid Wood Face Frame and Thermofoil Doors, Wall Cabinet
60 EA $365.34
Installation x x = 365.34
Quantity Unit Price Factor Total

1.00 322.74 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 61 06 41 13 00 0259 0131 For All Plywood Box Construction, Add $64.81 Installation x x = 64.81
Quantity Unit Price Factor Total

1.00 57.25 1.1320
06 41 13 00 0278 30" Wide, 18" High x 12" Deep, Double Doors, Solid Wood Face Frame and Thermofoil Doors, Wall Cabinet
62 EA $722.69
Installation x x = 722.69
Quantity Unit Price Factor Total

2.00 319.21 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 63 06 41 13 00 0278 0131 For All Plywood Box Construction, Add $129.61 Installation x x = 129.61
Quantity Unit Price Factor Total

2.00 57.25 1.1320
06 41 13 00 0282 12" Wide, 30" High x 12" Deep, Single Door, Solid Wood Face Frame and Thermofoil Door, Wall Cabinet
64 EA $597.90
Installation x x = 597.90
Quantity Unit Price Factor Total

2.00 264.09 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 65 06 41 13 00 0282 0131 For All Plywood Box Construction, Add $129.61 Installation x x = 129.61
Quantity Unit Price Factor Total

2.00 57.25 1.1320
06 41 13 00 0283 15" Wide, 30" High x 12" Deep, Single Door, Solid Wood Face Frame and Thermofoil Door, Wall Cabinet
66 EA $325.62
Installation x x = 325.62
Quantity Unit Price Factor Total

1.00 287.65 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 67 06 41 13 00 0283 0131 For All Plywood Box Construction, Add $64.81 Installation x x = 64.81
Quantity Unit Price Factor Total

1.00 57.25 1.1320
06 41 13 00 0283 15" Wide, 30" High x 12" Deep, Single Door, Solid Wood Face Frame and Thermofoil Door, Wall Cabinet
68 EA $325.62
Installation x x = 325.62
Quantity Unit Price Factor Total

1.00 287.65 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans

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189
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 06
69 06 41 13 00 0283 0131 For All Plywood Box Construction, Add $64.81 Installation x x = 64.81
Quantity Unit Price Factor Total

1.00 57.25 1.1320
06 41 13 00 0284 18" Wide, 30" High x 12" Deep, Single Door, Solid Wood Face Frame and Thermofoil Door, Wall Cabinet
70 EA $694.28
Installation x x = 694.28
Quantity Unit Price Factor Total

2.00 306.66 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 71 06 41 13 00 0284 0131 For All Plywood Box Construction, Add $129.61 Installation x x = 129.61
Quantity Unit Price Factor Total

2.00 57.25 1.1320
06 41 13 00 0289 33" Wide, 30" High x 12" Deep, Double Doors, Solid Wood Face Frame and Thermofoil Doors, Wall Cabinet
72 EA $974.72
Installation x x = 974.72
Quantity Unit Price Factor Total

2.00 430.53 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 73 06 41 13 00 0289 0131 For All Plywood Box Construction, Add $129.61 Installation x x = 129.61
Quantity Unit Price Factor Total

2.00 57.25 1.1320
06 41 13 00 0329 36" Wide, 84" High x 24" Deep, Four Doors, Solid Wood Face Frame and Thermofoil Doors, Pantry Cabinet
74 EA $1,462.41
Installation x x = 1,462.41
Quantity Unit Price Factor Total

1.00 1,291.88 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans 75 06 41 13 00 0329 0132 For All Plywood Box Construction, Add $239.58 Installation x x = 239.58
Quantity Unit Price Factor Total

1.00 211.64 1.1320
76 06 41 93 00 0007 EA 7" To 8-1/2", Flat Cabinet Pull Handle $2,154.15 Installation x x = 2,154.15
Quantity Unit Price Factor Total

54.00 35.24 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans Subtotal for Section - 06 $30,807.26
Section - 07
77 07 21 16 00 0006 SF 5-1/2" Thick, Kraft Faced, R-21 Fiberglass Flexible Insulation $19,505.18 Installation x x = 16,129.28
Quantity Unit Price Factor Total
8,284.00 1.72 1.1320
Demolition 8,284.00 x 0.36 x 1.1320 = 3,375.90
removal of existing insulation and installation of new 6684 sqft of walls 1564 sqft of ceilings 78 07 26 13 00 0010 CSF Building Wrap (Tyvek) $5,304.13 Installation x x = 5,304.13
Quantity Unit Price Factor Total

87.50 53.55 1.1320
for new addition
07 31 13 13 0004 230 LB/SQ, 5" Exposure, Three Tab Fiberglass Reinforced, Asphalt Composition Shingle (CertainTeed XT 30)
79 SQ $7,409.79
Installation x x = 7,409.79
Quantity Unit Price Factor Total

25.00 261.83 1.1320
new shingle roof for addition

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190
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 07
07 34 00 00 0003 30 LB, Asphalt Saturated Organic Felt Roofing Underlayment, Mechanically Fastened
80 SQ $1,416.70
Installation x x = 1,416.70
Quantity Unit Price Factor Total

25.00 50.06 1.1320
new shingle roof for addition
81 07 41 13 00 0026 LF Eave Flashing For Aluminum Exposed Fastener Metal Roofing $784.25 Installation x x = 784.25
Quantity Unit Price Factor Total

40.00 17.32 1.1320
for new addition
82 07 41 13 00 0026 0130 For Fluoropolymer (Kynar®) Coating, Add $42.11 Installation x x = 42.11
Quantity Unit Price Factor Total

40.00 0.93 1.1320
83 07 62 13 00 0033 SF 22 Gauge, 0.034" Thick, Galvanized Steel Flashing $4,149.91 Installation x x = 4,149.91
Quantity Unit Price Factor Total
300.00 12.22 1.1320
flashing per plans for addition and 100 sqft for new windows 84 07 62 13 00 0033 0080 For Wrap Around Window Panning, Add $699.58 Installation x x = 699.58
Quantity Unit Price Factor Total
100.00 6.18 1.1320
85 07 71 23 00 0016 LF 6", 0.032" Thick, Box Style Aluminum Gutter $429.88 Installation x x = 429.88
Quantity Unit Price Factor Total

25.00 15.19 1.1320
rain gutter per plans
86 07 71 23 00 0016 0322 For Up To 100', Add $70.18
Installation x x = 70.18
Quantity Unit Price Factor Total

25.00 2.48 1.1320
87 07 71 23 00 0029 EA 6", Box Style Aluminum Gutter End Cap $18.34 Installation x x = 18.34
Quantity Unit Price Factor Total

2.00 8.10 1.1320
rain gutter per plans
88 07 71 23 00 0055 LF 4" x 5", 0.019" Thick, Rectangular Aluminum Downspout $102.67 Installation x x = 102.67
Quantity Unit Price Factor Total

10.00 9.07 1.1320
rain gutter per plans
89 07 71 23 00 0055 0325 For Up To 100', Add $14.04
Installation x x = 14.04
Quantity Unit Price Factor Total

10.00 1.24 1.1320
Subtotal for Section - 07 $39,946.76
Section - 08
08 05 13 00 0041 Factory Prepare Wood Door (Rated Or Non-Rated) For Mortise Lockset Hardware
90 EA $470.41
Installation x x = 470.41
Quantity Unit Price Factor Total

6.00 69.26 1.1320
for all new doors. 1 front door, 2 bath, and 3 bedroom

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 08
91 08 14 16 00 0134 EA 3'-0" x 6'-8" x 1-3/4" Thick, 5 Ply, Hollow Core (HC), Birch Faced Wood Door $2,910.85 Installation x x = 2,283.38
Quantity Unit Price Factor Total

7.00 288.16 1.1320
Demolition 10.00 x 55.43 x 1.1320 = 627.47
Demo of 3 utility closet, 5 bedroom, and 2 bathroom doors. Installation of 2 utility closet, 3 bedroom, 2 bathroom doors.
08 14 73 00 0074 5' Wide, Two 2'-6" x 6'-8" x 1-3/8" Thick, Flush, Hollow Core (HC), Birch Faced Wood Bi-Pass Doors
92 EA $1,525.71
Installation x x = 1,348.01
Quantity Unit Price Factor Total

3.00 396.94 1.1320
Demolition 2.00 x 78.49 x 1.1320 = 177.70
removal of 2 existing closet sliding doors, installation of 3 new closet sliding doors 93 08 53 13 00 0549 EA >110" To 120" UI, Horizontal Sliding Premium Vinyl Window (Pella 350) $4,060.21 Installation x x = 3,573.84
Quantity Unit Price Factor Total

5.00 631.42 1.1320
Demolition 6.00 x 71.61 x 1.1320 = 486.38
removal of 6 existing windows. Installation of 5 new windows per plans 08 71 11 00 0004 3-1/2" x 3-1/2" Standard Duty, Full Mortise, Plain Bearing, Brass/Bronze, Satin Chrome Finish Hinge
94 PR $652.61
Installation x x = 579.48
Quantity Unit Price Factor Total

7.00 73.13 1.1320
Demolition 10.00 x 6.46 x 1.1320 = 73.13
Demo of 3 utility closet, 5 bedroom, and 2 bathroom doors. Installation of 2 utility closet, 3 bedroom, 2 bathroom doors.
08 71 11 00 0005 4" x 4" Standard Duty, Full Mortise, Plain Bearing, Brass/Bronze, Satin Chrome Finish Hinge
95 PR $136.35
Installation x x = 136.35
Quantity Unit Price Factor Total

1.50 80.30 1.1320
for new front door per plans
08 71 11 00 0513 3" Projection, Residential Spring Type, Bright Brass Finish, Steel Wall Stop (Ives 63)
96 EA $130.43
Installation x x = 78.13
Quantity Unit Price Factor Total

7.00 9.86 1.1320
Demolition 10.00 x 4.62 x 1.1320 = 52.30
per plans
08 71 11 00 0655 190 Degree Angle Of View, Bright Brass Finish, Brass One-Way Wide Angle Door Viewer (Ives U698)
97 EA $47.59
Installation x x = 47.59
Quantity Unit Price Factor Total

1.00 42.04 1.1320
for new front door per plans
98 08 71 11 00 2288 EA Passage/Closet F01 Mortise LatchsetBoth sides always unlocked. $1,471.62 Installation x x = 1,393.18
Quantity Unit Price Factor Total

2.00 615.36 1.1320
Demolition 3.00 x 23.10 x 1.1320 = 78.45
Demo of 3 utility closet. Installation of 2 utility closet doors 08 71 11 00 2289 Bath/Bedroom Privacy F02/F19 Mortise LocksetLocked with thumb knob inside.
99 EA $4,323.67
Installation x x = 4,140.63
Quantity Unit Price Factor Total

5.00 731.56 1.1320
Demolition 7.00 x 23.10 x 1.1320 = 183.04
Demo of 5 bedroom, and 2 bathroom doors. Installation of 3 bedroom, 2 bathroom doors.

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 08
100 08 71 11 00 2293 EA Entrance F08 Mortise LocksetLocked with key outside and thumb knob inside. $960.13 Installation x x = 960.13
Quantity Unit Price Factor Total

1.00 848.17 1.1320
for new front door per plans
101 08 71 11 00 2293 0263 For Satin Brass Clear Coat US4 (BHMA 606) Finish, Add $42.78 Installation x x = 42.78
Quantity Unit Price Factor Total

1.00 37.79 1.1320
08 72 33 00 0155 3/8" x 3/16", Silicon Compression Bulb, Adhesive Backed Perimeter Gasketing Weather-Strip (Pemko PK33)
102 LF $63.89
Installation x x = 63.89
Quantity Unit Price Factor Total

17.00 3.32 1.1320
for new front door per plans
103 08 72 43 00 0011 LF 6" Width, 1/4" Height, Aluminum Saddle Threshold (Pemko 272A) $125.07 Installation x x = 125.07
Quantity Unit Price Factor Total

3.00 36.83 1.1320
for new front door per plans
104 08 72 43 00 0011 0458 For Color Anodized Finish, Add $16.33 Installation x x = 16.33
Quantity Unit Price Factor Total

3.00 4.81 1.1320
Subtotal for Section - 08 $16,937.65
Section - 09
105 09 05 71 00 0002 SF 5 Mil Tile And Stone Acoustical Underlayment (EasyMat) $6,391.32 Installation x x = 6,391.32
Quantity Unit Price Factor Total
1,564.00 3.61 1.1320
acousthmat underlayment per plans
FSI/A-602
106 09 05 71 00 0005 SF 2 MM Thick Resilient Plank Floor Acoustical Underlayment (Floormuffler) $2,637.97 Installation x x = 2,637.97
Quantity Unit Price Factor Total
1,564.00 1.49 1.1320
closest LI to gypsum sanded floor underlayment per plans FSI/A-602 09 22 13 23 0008 25 Gauge, 16" On Center, Installed On Walls, Double-Leg Resilient Channel, RC2 Furring Channel
107 SF $2,604.73
Installation x x = 2,604.73
Quantity Unit Price Factor Total
650.00 3.54 1.1320
Resilient channel per plans A-602
09 22 13 23 0010 25 Gauge, 16" On Center, Installed On Ceilings, Double-Leg Resilient Channel, RC2 Furring Channel
108 SF $7,418.18
Installation x x = 7,418.18
Quantity Unit Price Factor Total
1,564.00 4.19 1.1320
Resilient channel per plans FSI/A-602
09 22 36 23 0005 3.4 LB/SY, Installed On Studs Or Furred Walls, Flat Diamond, Expanded Metal Lath
109 SF $3,022.16
Installation x x = 2,505.97
Quantity Unit Price Factor Total
875.00 2.53 1.1320
Demolition 800.00 x 0.57 x 1.1320 = 516.19
removal of existing stucco and installation of new for new addition and new front entrance

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 09
09 24 23 00 0002 Scratch/Brown/Finish, Three Coat Troweled StuccoExcludes lath and felt.

Interior or exterior, one side.
110 SF $10,885.03
Installation x x = 8,448.97
Quantity Unit Price Factor Total
875.00 8.53 1.1320
Demolition 800.00 x 2.69 x 1.1320 = 2,436.06
removal of existing stucco and installation of new for new addition and new front entrance 09 24 23 00 0004 Scratch/Finish, Two Coat Troweled StuccoExcludes lath and felt. Interior or exterior, one side.
111 SF $6,763.70
Installation x x = 5,586.42
Quantity Unit Price Factor Total
875.00 5.64 1.1320
Demolition 800.00 x 1.30 x 1.1320 = 1,177.28
removal of existing stucco and installation of new for new addition and new front entrance 09 24 23 00 0005 Finish Coat Troweled StuccoExcludes lath and felt. Interior or exterior, one side.
112 SF $4,373.48
Installation x x = 3,585.61
Quantity Unit Price Factor Total
875.00 3.62 1.1320
Demolition 800.00 x 0.87 x 1.1320 = 787.87
removal of existing stucco and installation of new for new addition and new front entrance 113 09 29 10 00 0006 SF 5/8" Gypsum Board $14,191.84
Installation x x = 14,191.84
Quantity Unit Price Factor Total
8,248.00 1.52 1.1320
for walls and ceilings per plans
114 09 29 10 00 0038 SF Up To 10' High, Walls, Tape, Spackle And Finish Gypsum Board $4,464.11 Installation x x = 4,464.11
Quantity Unit Price Factor Total
6,684.00 0.59 1.1320
for walls
115 09 29 10 00 0038 0048 For ASTM C840 Level 5 High Quality Finish, Add $3,329.17 Installation x x = 3,329.17
Quantity Unit Price Factor Total
6,684.00 0.44 1.1320
116 09 29 10 00 0041 SF Up To 10' High, Ceilings, Tape, Spackle And Finish Gypsum Board $1,363.25 Installation x x = 1,363.24
Quantity Unit Price Factor Total
1,564.00 0.77 1.1320
for ceilings
117 09 29 10 00 0041 0048 For ASTM C840 Level 5 High Quality Finish, Add $10,091.55 Installation x x = 10,091.55
Quantity Unit Price Factor Total
15,640.00 0.57 1.1320
118 09 29 10 00 0044 LF Up To 10' High, Vertical Corners, Tape, Spackle And Finish Gypsum Board $1,651.00 Installation x x = 1,651.00
Quantity Unit Price Factor Total
1,236.00 1.18 1.1320
walls: 150 vertical corners @ 8' throughout both floors. windows: 36 LF of vertical corners
119 09 29 10 00 0044 0048 For ASTM C840 Level 5 High Quality Finish, Add $1,217.26 Installation x x = 1,217.26
Quantity Unit Price Factor Total
1,236.00 0.87 1.1320
120 09 29 10 00 0047 LF Up To 10' High, Horizontal Corners, Tape, Spackle And Finish Gypsum Board $1,209.66 Installation x x = 1,209.66
Quantity Unit Price Factor Total
780.00 1.37 1.1320
750 LF of walls and 30 LF of windows

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 09
121 09 29 10 00 0047 0048 For ASTM C840 Level 5 High Quality Finish, Add $891.79 Installation x x = 891.79
Quantity Unit Price Factor Total
780.00 1.01 1.1320
122 09 29 10 00 0051 LF Corner Bead, Galvanized Steel For Gypsum Board $7,508.15 Installation x x = 7,508.15
Quantity Unit Price Factor Total
2,016.00 3.29 1.1320
walls: 150 vertical corners @ 8' throughout both floors. 750 LF of horizontal corners Windows: 86 LF
123 09 65 13 13 0003 LF 4" High, 1/8” Thick, Type TV Thermoplastic Vinyl Wall Base, All Colors $2,844.15 Installation x x = 2,844.15
Quantity Unit Price Factor Total
750.00 3.35 1.1320
750 LF of walls
09 65 23 00 0004 0.16" Overall Thickness, 0.020" Wear Layer, Vinyl Plank Flooring (Armstrong® Luxe Plank™)
124 SF $16,907.78
Installation x x = 16,907.78
Quantity Unit Price Factor Total
1,564.00 9.55 1.1320
new flooring throughout per plans
125 09 91 13 00 0095 SF 1 Coat Primer, Brush/Roller Work, Paint Exterior Stucco Walls $1,236.14 Installation x x = 1,236.14
Quantity Unit Price Factor Total
1,400.00 0.78 1.1320
paint front and side of building for affected areas corner to corner 126 09 91 13 00 0097 SF 2 Coats Paint, Brush/Roller Work, Paint Exterior Stucco Walls $2,599.07 Installation x x = 2,599.07
Quantity Unit Price Factor Total
1,400.00 1.64 1.1320
paint front and side of building for affected areas corner to corner 127 09 91 23 00 0067 SF 1 Coat Primer, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $4,161.46 Installation x x = 4,161.46
Quantity Unit Price Factor Total
6,684.00 0.55 1.1320
for walls
128 09 91 23 00 0069 SF 2 Coats Paint, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $8,322.92 Installation x x = 8,322.92
Quantity Unit Price Factor Total
6,684.00 1.10 1.1320
for walls
129 09 91 23 00 0161 SF 1 Coat Primer, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $1,150.79 Installation x x = 1,150.79
Quantity Unit Price Factor Total
1,564.00 0.65 1.1320
for ceilings
130 09 91 23 00 0163 SF 2 Coats Paints, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $2,071.42 Installation x x = 2,071.42
Quantity Unit Price Factor Total
1,564.00 1.17 1.1320
for ceilings
131 09 91 23 00 0252 LF 1 Coat Primer, Brush/Roller Work, Paint Interior Wood Door Frame And Trim $570.53 Installation x x = 570.53
Quantity Unit Price Factor Total
600.00 0.84 1.1320
15 total doors. 40 LF of trim per door
132 09 91 23 00 0254 LF 2 Coats Paint, Brush/Roller Work, Paint Interior Wood Door Frame And Trime $1,249.73 Installation x x = 1,249.73
Quantity Unit Price Factor Total
600.00 1.84 1.1320
15 total doors. 40 LF of trim per door

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Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 09
133 09 91 23 00 0275 EA 1 Coat Primer, Brush/Roller Work, Both Faces, Paint Interior Wood Door $1,153.96 Installation x x = 1,153.96
Quantity Unit Price Factor Total

15.00 67.96 1.1320
8 doors on first floor
7 doors on second floor
134 09 91 23 00 0277 EA 2 Coats Paint, Brush/Roller Work, Both Faces, Paint Interior Wood Door $2,072.58 Installation x x = 2,072.58
Quantity Unit Price Factor Total

15.00 122.06 1.1320
8 doors on first floor
7 doors on second floor
09 91 23 00 0307 1 Coat Primer, Brush/Roller Work, Paint Interior Wood Window Frame And Trim
135 LF $163.73
Installation x x = 163.73
Quantity Unit Price Factor Total
128.00 1.13 1.1320
8 windows with 128 LF of trim
09 91 23 00 0309 2 Coats Paint, Brush/Roller Work, Paint Interior Wood Window Frame And Trim
136 LF $357.89
Installation x x = 357.89
Quantity Unit Price Factor Total
128.00 2.47 1.1320
8 windows with 128 LF of trim
137 09 91 23 00 0350 LF 1 Coat Primer, Brush Work, Paint Interior Wood Trim To 6" Wide $492.42 Installation x x = 492.42
Quantity Unit Price Factor Total
750.00 0.58 1.1320
750 LF of baseboards
138 09 91 23 00 0352 LF 2 Coats Paint, Paint Interior Wood Trim to 6" Wide $1,120.68 Installation x x = 1,120.68
Quantity Unit Price Factor Total
750.00 1.32 1.1320
750 LF of baseboards
Subtotal for Section - 09 $136,489.60
Section - 10
10 28 13 13 0045 Single Roll, Surface Mounted, Stainless Steel, Satin Finish, Toilet Tissue Dispenser (Bobrick B-6857)
139 EA $123.83
Installation x x = 100.31
Quantity Unit Price Factor Total

1.00 88.61 1.1320
Demolition 1.00 x 20.78 x 1.1320 = 23.52
per plans
140 10 28 13 13 0170 EA 36" Length, 1-1/2" Diameter, Stainless Steel Grab Bar (Bobrick B-6806x36) $311.68 Installation x x = 311.68
Quantity Unit Price Factor Total

3.00 91.78 1.1320
per plans
141 10 28 13 13 0171 EA 42" Length, 1-1/2" Diameter, Stainless Steel Grab Bar (Bobrick B-6806x42) $106.14 Installation x x = 106.14
Quantity Unit Price Factor Total

1.00 93.76 1.1320
per plans
10 28 13 13 0217 Telescoping 60" To 72" Length, 20-Gauge, 1" Diameter, Stainless Steel Curved Shower Rod With Concealed Mounting (Kohler Expanse K-9349) 142 EA $158.19
Installation x x = 134.66
Quantity Unit Price Factor Total

1.00 118.96 1.1320
Demolition 1.00 x 20.78 x 1.1320 = 23.52
per plans

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Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 10
143 10 28 13 13 0322 EA 24" Length, 3/4" Diameter, Stainless Steel Towel Bar (Bobrick B-674) $133.36 Installation x x = 109.84
Quantity Unit Price Factor Total

1.00 97.03 1.1320
Demolition 1.00 x 20.78 x 1.1320 = 23.52
per plans
144 10 28 13 13 0390 EA 20" x 26", Surface Mounted, Aluminum Medicine Cabinet (Kohler K-CB) $817.76 Installation x x = 765.49
Quantity Unit Price Factor Total

1.00 676.23 1.1320
Demolition 1.00 x 46.17 x 1.1320 = 52.26
per plans
Subtotal for Section - 10 $1,650.96
Section - 11
145 11 30 13 13 0010 EA 30" Gas Range With Oven $2,325.17 Installation x x = 2,231.69
Quantity Unit Price Factor Total

2.00 985.73 1.1320
Demolition 1.00 x 82.58 x 1.1320 = 93.48
remove and save existing for clients attic stock. Installation of 2 new. 146 11 30 13 13 0015 EA 30" Venting Range Hood (Broan 40000) $619.32 Installation x x = 549.20
Quantity Unit Price Factor Total

2.00 242.58 1.1320
Demolition 1.00 x 61.94 x 1.1320 = 70.12
removal of existing and installation of 2 new
147 11 30 13 13 0048 EA >16 To 18 CF Top Freezer Refrigerator $2,550.65 Installation x x = 2,503.89
Quantity Unit Price Factor Total

2.00 1,105.96 1.1320
Demolition 1.00 x 41.30 x 1.1320 = 46.75
remove and save existing for clients attic stock. Installation of 2 new. 148 11 30 13 13 0084 EA 1/3 HP Insulated Garbage Disposal (GE GFC320V) $636.07 Installation x x = 565.95
Quantity Unit Price Factor Total

2.00 249.98 1.1320
Demolition 1.00 x 61.94 x 1.1320 = 70.12
removal o existing and installation of new
Subtotal for Section - 11 $6,131.21
Section - 12
149 12 36 61 19 0005 SF 1-1/4" Thick, Quartz Agglomerate Countertop With Backsplash $6,914.26 Installation x x = 6,914.26
Quantity Unit Price Factor Total

50.00 122.16 1.1320
25 LF of kitchen countertops
150 12 36 61 19 0007 EA Cutout For Sink And/Or Faucet In Quartz Agglomerate Countertop $313.61 Installation x x = 313.61
Quantity Unit Price Factor Total

2.00 138.52 1.1320
2 kitchen sinks
Subtotal for Section - 12 $7,227.87
Section - 22

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 22
151 22 01 40 81 0004 EA Removal And Replacement Of Chrome Supply Lines To Sink/Lavatory, Pair $297.60 Installation x x = 297.60
Quantity Unit Price Factor Total

10.00 26.29 1.1320
replace supply lines in kitchens and bathrooms
152 22 01 40 81 0006 EA Removal And Replacement Of Double Bowl Sink/Lavatory Drain Line $128.73 Installation x x = 128.73
Quantity Unit Price Factor Total

2.00 56.86 1.1320
new drain lines
22 11 16 00 0003 3/4" Schedule 40 Threaded Galvanized Steel Pipe With 150 LB Malleable Iron Fitting AssemblyIncludes all hangers and all galvanized malleable iron fittings (couplings, elbows, tees and reducer fittings). All hangers are complete assemblies. Not for use where detail is available.
153 LF $7,127.07
Installation x x = 6,214.68
Quantity Unit Price Factor Total
300.00 18.30 1.1320
Demolition 200.00 x 4.03 x 1.1320 = 912.39
gas line piping
22 11 16 00 0901 3/4" Inside Diameter Copper Pipe/Tubing Type L AssemblyIncludes all hangers and couplings, elbow, tee, reducer fittings. All hangers are complete assemblies. Not for use where detail is available.
154 LF $19,234.38
Installation x x = 17,784.29
Quantity Unit Price Factor Total
650.00 24.17 1.1320
Demolition 350.00 x 3.66 x 1.1320 = 1,450.09
water line copper piping
22 12 23 13 0002 80 Gallon ASME Rated Tank, 150PSI, Jacketed, Insulated, Glass Lined Water Heater Storage Tank (TJ-80A)
155 EA $424.28
Installation x x = 0.00
Quantity Unit Price Factor Total

0.00 2,141.02 1.1320
Demolition 1.00 x 374.81 x 1.1320 = 424.28
removal of existing water heater
22 13 16 00 0509 4" Schedule 40 Polyvinyl Chloride (PVC) DWV Pipe AssemblyIncludes all fittings, couplings and hangers. Fittings are assumed every 10'. Not for use where detail is available.
156 LF $20,147.62
Installation x x = 17,872.02
Quantity Unit Price Factor Total
400.00 39.47 1.1320
Demolition 275.00 x 7.31 x 1.1320 = 2,275.60
Sewer and vent piping
22 34 13 00 0011 7.4 GPM, Outdoor Mount, Instantaneous, Tankless, Gas Domestic Water Heater (Rheem RTG-74XN)
157 EA $5,196.24
Installation x x = 5,196.24
Quantity Unit Price Factor Total

2.00 2,295.16 1.1320
installation of 2 new water heaters
22 41 16 16 0003 33" x 21" x 6-1/2" Stainless Steel Kitchen Sink, Double Bowl, 20 Gauge (Elkay D233213)
158 EA $1,488.27
Installation x x = 1,374.77
Quantity Unit Price Factor Total

2.00 607.23 1.1320
Demolition 1.00 x 100.27 x 1.1320 = 113.51
removal of existing and installation of new.
22 41 39 00 0006 Chrome Two Handle Kitchen Faucet With Spray, Three Hole Installation, 8" Center (Delta 2402LF-LHP+H215)
159 EA $454.33
Installation x x = 401.29
Quantity Unit Price Factor Total

2.00 177.25 1.1320
Demolition 1.00 x 46.85 x 1.1320 = 53.03
removal of existing and installation of new.

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198
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Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 22
22 42 13 13 0027 2 Piece Tank Type, Pressure Assisted, Siphon Jet, Floor Mounted, Back Outlet, Handicap Accessible, Elongated Vitreous China Water Closet (American Standard Yorkville™ ADA)
160 EA $1,300.36
Installation x x = 1,190.05
Quantity Unit Price Factor Total

1.00 1,051.28 1.1320
Demolition 1.00 x 97.45 x 1.1320 = 110.31
remove existing and install new ADA toilet
22 42 16 13 0009 27" x 20" Wheelchair Accessible, Vitreous China Wall Hung Lavatory (American Standard Wheel Chair Users)
161 EA $776.98
Installation x x = 705.92
Quantity Unit Price Factor Total

1.00 623.60 1.1320
Demolition 1.00 x 62.78 x 1.1320 = 71.07
remove existing and install new ADA sink, faucet, and drain cover. 22 42 19 00 0027 3 Piece Tub/Shower Surrounds, 32" x 72" Side Walls, 48" x 72" Back, (Swanstone SK-324872)
162 EA $3,166.32
Installation x x = 3,166.32
Quantity Unit Price Factor Total

1.00 2,797.10 1.1320
new tub/shower for ADA bathroom
22 42 39 00 0042 Single Supply EcoPower® Faucet, Polished Chrome Finish (Toto TEL3LS10#CP)
163 EA $709.36
Installation x x = 709.36
Quantity Unit Price Factor Total

1.00 626.64 1.1320
ADA sink, faucet, and drain cover.
22 42 39 00 0064 Three Lever Handle, Chrome Shower And Tub Filler (American Standard Colony Soft 3375.502)
164 EA $293.63
Installation x x = 247.59
Quantity Unit Price Factor Total

1.00 218.72 1.1320
Demolition 1.00 x 40.67 x 1.1320 = 46.04
per plans
165 22 42 39 00 0210 EA Lavatory Protective Enclosure (IPS Truebro Lav Shield) $350.49 Installation x x = 350.49
Quantity Unit Price Factor Total

2.00 154.81 1.1320
drain cover for ADA kitchen and bathroom sink
22 42 39 00 0217 1/2" NPT x 3/8" Compression Chrome, Quarter Turn Dual Angle Stop (SharkBite 25558)
166 EA $555.72
Installation x x = 466.61
Quantity Unit Price Factor Total

10.00 41.22 1.1320
Demolition 8.00 x 9.84 x 1.1320 = 89.11
new angle stops installed in bathrooms and kitchens
Subtotal for Section - 22 $61,651.38
Section - 23
23 05 93 00 0017 Balancing HVAC Duct System, Floor Height Supply, Return, Exhaust, Register And Diffuser
167 EA $61.88
Installation x x = 61.88
Quantity Unit Price Factor Total

1.00 54.66 1.1320
required setup, balancing, and charging for new system
23 09 23 53 0284 Scheduling Program, HVAC (AHU, RTU, AC Units, Etcetera) Programming Measures
168 EA $3,880.60
Installation x x = 3,880.60
Quantity Unit Price Factor Total

1.00 3,428.09 1.1320
required setup, balancing, and charging for new system

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Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 23
23 31 13 16 0063 4" Diameter, 26 Gauge, 2" WG And Less (Class C), Galvanized Sheet Metal Round And Flat-Oval Connector
169 EA $240.41
Installation x x = 240.41
Quantity Unit Price Factor Total

14.00 15.17 1.1320
exhaust ducting for dyer per plans
23 33 13 13 0006 12" Diameter Radial Opposed Blade Damper Round, Steel Construction, Manual Operated
170 EA $140.78
Installation x x = 128.43
Quantity Unit Price Factor Total

1.00 113.45 1.1320
Demolition 1.00 x 10.91 x 1.1320 = 12.35
HVAC per plans
23 33 46 00 0008 12" Diameter Flexible Duct, R8.0 Insulated With Polyester Inner Liner And Metallized Outer Jacket
171 LF $2,231.74
Installation x x = 1,738.75
Quantity Unit Price Factor Total
100.00 15.36 1.1320
Demolition 130.00 x 3.35 x 1.1320 = 492.99
HVAC per plans
172 23 33 46 00 0020 EA 12" Diameter Flexible Duct Collar, Spin In Type, Sheet Metal, With Damper $100.97 Installation x x = 86.73
Quantity Unit Price Factor Total

1.00 76.62 1.1320
Demolition 1.00 x 12.58 x 1.1320 = 14.24
HVAC per plans
23 34 16 00 0127 30" Diameter Wheel, 2 HP, 10,192 CFM At 1/4" Static Pressure, Belt Drive, Kitchen Upblast Exhaust Fan115/208-230/60/3. Includes heat baffle, grease baffle and disconnect switch.
173 EA $9,622.60
Installation x x = 9,403.27
Quantity Unit Price Factor Total

2.00 4,153.39 1.1320
Demolition 1.00 x 193.75 x 1.1320 = 219.33
removal of one existing and installation of 2 new
23 34 16 00 0275 109 CFM, Ceiling/Wall Mounted, Metal Intake Grille, Heavy Duty/Continuous Operation Exhaust Fan (Broan® LoSone® Ventilator L100MG) 174 EA $897.54
Installation x x = 858.74
Quantity Unit Price Factor Total

2.00 379.30 1.1320
Demolition 1.00 x 34.28 x 1.1320 = 38.80
exhaust fan per plans EF-1
23 37 13 13 0080 20" x 20" Single Deflection Return/Exhaust Register, Aluminum, Opposed Blade Damper, Wall/Ceiling
175 EA $319.70
Installation x x = 300.70
Quantity Unit Price Factor Total

1.00 265.64 1.1320
Demolition 1.00 x 16.78 x 1.1320 = 18.99
HVAC per plans
23 37 13 13 0225 18" x 8" 4-Way Adjustable Wall Supply Grille, Adjustable Deflection, Aluminum Construction
176 EA $2,395.67
Installation x x = 2,186.23
Quantity Unit Price Factor Total

7.00 275.90 1.1320
Demolition 11.00 x 16.82 x 1.1320 = 209.44
HVAC per plans
23 54 16 13 0007 120 MBH, 2,000 CFM Up/Horizontal Flow Multi-Speed, Two Stage 96% AFUE Gas FurnaceBlower cooling capacity up to 5 tons.
177 EA $5,879.99
Installation x x = 5,879.99
Quantity Unit Price Factor Total

2.00 2,597.17 1.1320
per plans. SH-1 and SH-2 wall mounted furnaces

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200
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 23
23 81 49 00 0020 7-1/2 Ton Indoor Section Split Heat Pump Packaged Unit, Horizontal Upflow With 10 KW Electric Heat
178 EA $4,932.97
Installation x x = 4,582.04
Quantity Unit Price Factor Total

1.00 4,047.74 1.1320
Demolition 1.00 x 310.01 x 1.1320 = 350.93
new furnace per clients request
Subtotal for Section - 23 $30,704.85
Section - 26
26 01 20 91 0002 Lock Out/Tag Out Local DisconnectExcludes tag or padlock See CSI section 26 01 20 91-0004 for padlock, 26 01 20 91-0005 for tag(s). 179 EA $523.83
Installation x x = 523.83
Quantity Unit Price Factor Total

15.00 30.85 1.1320
LOTO of existing circuits
26 05 19 16 0402 #12 AWG, 3 Conductors, 600 Volt, Type NM, Copper, Non-Metallic Sheathed Cable
180 MLF $12,214.42
Installation x x = 12,214.42
Quantity Unit Price Factor Total

4.00 2,697.53 1.1320
for new electrical runs per plans
181 26 05 19 16 0402 0377 For Installation In Wood Stud Wall (Includes Drilling), Add $1,272.82 Installation x x = 1,272.82
Quantity Unit Price Factor Total

4.00 281.10 1.1320
26 09 23 00 0109 Wall Switch Replacement Occupancy Sensor, Single GangIncludes integral occupancy sensor and relay.
182 EA $1,204.00
Installation x x = 1,204.00
Quantity Unit Price Factor Total

10.00 106.36 1.1320
per plans
26 09 23 00 0235 Passive Infrared, Wall Switch Mounted, Wired Occupancy Sensor (Encelium PW-100-24)Excludes GB II cable.
183 EA $586.31
Installation x x = 586.31
Quantity Unit Price Factor Total

2.00 258.97 1.1320
for bathrooms
184 26 24 13 00 0213 EA 800 Amperes, 480 Volt, 4 Wire, Switchboard Incoming No Switch Circuit $5,781.11 Installation x x = 4,904.38
Quantity Unit Price Factor Total

1.00 4,332.49 1.1320
Demolition 1.00 x 774.50 x 1.1320 = 876.73
for new main panel to new units subpanels
26 24 16 00 0470 200 Ampere Rating, Main Breaker, Indoor, 42 Circuit, 4 Wire, 120/208 Volt, Assembled Panelboard With 20 Ampere, 1 Pole Plug-In Breakers 185 EA $7,931.90
Installation x x = 6,964.00
Quantity Unit Price Factor Total

2.00 3,075.97 1.1320
Demolition 1.00 x 855.04 x 1.1320 = 967.91
1 new sub panel for each unit
186 26 27 13 00 0125 EA Single Phase M-90 Meter, Socket, NEMA 3R Enclosure $6,442.28 Installation x x = 6,151.92
Quantity Unit Price Factor Total

6.00 905.76 1.1320
Demolition 5.00 x 51.30 x 1.1320 = 290.36
installation of new meters for building
187 26 27 26 00 0009 EA 20 Amperes, 1 Gang, GFI, Duplex Receptacle Assembly $3,825.42 Installation x x = 3,273.74
Quantity Unit Price Factor Total

30.00 96.40 1.1320
Demolition 15.00 x 32.49 x 1.1320 = 551.68
All new GFI outlets throughout per clients request

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Contractor's Price Proposal - Detail
201
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 26
26 27 26 00 0125 20 Amperes, 125 Volt Single Specification Grade Tamper Resistant ReceptaclePass & Seymour TR5351.
188 EA $1,944.32
Installation x x = 1,557.18
Quantity Unit Price Factor Total

40.00 34.39 1.1320
Demolition 40.00 x 8.55 x 1.1320 = 387.14
all new outlets throughout per clients request
189 26 27 26 00 0138 EA 1 Gang, 20 Amperes, 120/277 Volt, SPST, Switch Assembly $3,327.23 Installation x x = 2,407.76
Quantity Unit Price Factor Total

25.00 85.08 1.1320
Demolition 25.00 x 32.49 x 1.1320 = 919.47
25 switches total in both units
26 51 19 00 0312 8" Diameter, 1,200 Lumens, Recessed LED Downlight With Open Trim (Lithonia DOM8 LED)
190 EA $7,780.09
Installation x x = 6,970.96
Quantity Unit Price Factor Total

19.00 324.11 1.1320
Demolition 19.00 x 37.62 x 1.1320 = 809.13
19 new slim LED lights per plans and owners request
191 26 51 19 00 0312 0543 EA For Dimming Driver And Sensor Switch nLight Dimming Relay, Add $1,339.77 Installation x x = 1,339.77
Quantity Unit Price Factor Total

17.00 69.62 1.1320
26 51 19 00 0430 5” Shallow, Insulated Ceiling, Air-Tite New Construction (Cooper Halo H25ICAT)
192 EA $314.84
Installation x x = 314.84
Quantity Unit Price Factor Total

3.00 92.71 1.1320
3 new 5" slim LED lights per plans
26 51 19 00 0470 2-1/2" Diameter x 15-1/2" High, Polished Nickel, LED Wall Sconce (Hudson Valley Lighting SHAW 1200-PN)
193 EA $1,017.22
Installation x x = 939.79
Quantity Unit Price Factor Total

2.00 415.10 1.1320
Demolition 2.00 x 34.20 x 1.1320 = 77.43
2 new wall sconces per plans in bathrooms
26 56 19 00 0031 9,503 Lumens, 77 Watt, 3 LEDs, Wall Mounted Security Fixture (Jarvis Corp WMFT-350)
194 EA $1,530.14
Installation x x = 1,317.99
Quantity Unit Price Factor Total

3.00 388.10 1.1320
Demolition 3.00 x 62.47 x 1.1320 = 212.15
replace 3 existing exterior lights per clients request
Subtotal for Section - 26 $57,035.70
Section - 31
195 31 05 16 00 0002 CY #2 Stone Aggregate Fill (1-1/2" To 2-1/2" Clean) $1,295.01 Installation x x = 1,295.01
Quantity Unit Price Factor Total

25.00 45.76 1.1320
4" deep, 200 LF, 2' wide base for backfill for trenching. 20 CY for footings, and slabs 196 31 05 16 00 0002 0053 For Up To 8, Add $51.79
Installation x x = 51.79
Quantity Unit Price Factor Total

5.00 9.15 1.1320
197 31 11 00 00 0008 ACR Clearing By Machine - Light Brush Without Grub $174.72 Installation x x = 174.72
Quantity Unit Price Factor Total

0.50 308.69 1.1320
clear out weeds in back yard

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202
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 31
198 31 11 00 00 0017 CY Hand Loading Of Cleared And Grubbed Material $849.91 Installation x x = 849.91
Quantity Unit Price Factor Total

20.00 37.54 1.1320
clear out weeds in back yard
31 23 16 13 0007 Excavation For Trenching By Hand In SoilIncludes stockpiling excess materials and trimming sides and bottom of trench.
199 CY $3,505.24
Installation x x = 3,505.24
Quantity Unit Price Factor Total

25.00 123.86 1.1320
20" deep, 200 LF, 2' wide
31 23 16 13 0011 Backfilling or Placing Subbase for Trenches with Imported or Stockpiled Materials by Hand
200 CY $973.80
Installation x x = 973.80
Quantity Unit Price Factor Total

25.00 34.41 1.1320
20" deep, 200 LF, 2' wide
201 31 23 16 13 0014 CY Compaction of Fill or Subbase for Trenches by Hand $1,098.61 Installation x x = 1,098.61
Quantity Unit Price Factor Total

25.00 38.82 1.1320
20" deep, 200 LF, 2' wide
202 31 23 16 36 0009 CY Excavation For Building Foundations And Other Structures By Hand in Soil $6,309.43 Installation x x = 6,309.43
Quantity Unit Price Factor Total

45.00 123.86 1.1320
for footings and slab
203 31 23 16 36 0019 CY Backfilling Around Building Foundations And Other Structures By Hand $1,335.53 Installation x x = 1,335.53
Quantity Unit Price Factor Total

20.00 58.99 1.1320
for footings and slab
31 23 16 36 0022 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by Hand
204 CY $1,976.98
Installation x x = 1,976.98
Quantity Unit Price Factor Total

45.00 38.81 1.1320
for footings and slab
Subtotal for Section - 31 $17,571.02
Section - 32
205 32 16 13 13 0016 LF 6" x 12" Cast In Place Concrete Gutter With 6" Curb And Face - Straight $609.07 Installation x x = 423.14
Quantity Unit Price Factor Total

15.00 24.92 1.1320
Demolition 15.00 x 10.95 x 1.1320 = 185.93
for parking lot ADA modifications
206 32 16 23 00 0002 SF 4" Cast In Place Concrete Sidewalk $586.15 Installation x x = 586.15
Quantity Unit Price Factor Total

60.00 8.63 1.1320
for parking lot ADA modifications
207 32 16 23 00 0002 0094 For Up To 100, Add $248.59
Installation x x = 248.59
Quantity Unit Price Factor Total

60.00 3.66 1.1320
32 16 23 00 0008 Finish Concrete Handicap Drop Section In SidewalkExcludes patterned (tactile) finish.
208 EA $145.65
Installation x x = 145.65
Quantity Unit Price Factor Total

1.00 128.67 1.1320
for parking lot ADA modifications

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203
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116759.00
Concord Unit 2950 Conversion
Section - 32
32 17 23 13 0074 Solid Area, Painted Pavement Marking For Parking AreasUse task for lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 209 SF $281.82
Installation x x = 281.82
Quantity Unit Price Factor Total

64.00 3.89 1.1320
for parking lot ADA modifications
32 17 23 13 0088 Handicap Symbol For Van Parking Stalls, Painted Pavement Marking For Parking AreasApproximate overall dimensions: 4-1/3' width x 5' height. White or blue symbol. Excludes striping.
210 EA $86.15
Installation x x = 86.15
Quantity Unit Price Factor Total

2.00 38.05 1.1320
for parking lot ADA modifications
32 17 26 00 0003 Embedded, VPC Truncated Dome Detectable Warning SurfaceAlso raised strips or directional bars. All colors.
211 SF $832.25
Installation x x = 832.25
Quantity Unit Price Factor Total

16.00 45.95 1.1320
new truncated domes per A-501
212 32 31 23 00 0006 LF 6' High Privacy Tongue And Groove Vinyl Fence $3,593.82 Installation x x = 3,217.37
Quantity Unit Price Factor Total

45.00 63.16 1.1320
Demolition 45.00 x 7.39 x 1.1320 = 376.45
removal of existing vinyl fence and installation of new due to ADA width requirements . includes a 4' wide ADA gate
213 32 31 23 00 0051 EA 6' High x 4' Wide Vinyl Gate For Privacy Or Semi-Privacy Fence And Hinge Set $757.38 Installation x x = 692.01
Quantity Unit Price Factor Total

1.00 611.32 1.1320
Demolition 1.00 x 57.74 x 1.1320 = 65.36
removal of existing vinyl fence and installation of new due to ADA width requirements . includes a 4' wide ADA gate
214 32 31 23 00 0078 EA Stainless Steel Latch Set $124.46 Installation x x = 124.46
Quantity Unit Price Factor Total

1.00 109.95 1.1320
removal of existing vinyl fence and installation of new due to ADA width requirements . includes a 4' wide ADA gate
Subtotal for Section - 32 $7,265.34
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$610,749.96
The Percentage of NPP on this Proposal: %

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Contractor's Price Proposal - Detail
204
Subcontractor Listing
116759.00
Concord Unit 2950 Conversion
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Owner PO #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

Contractor: MDJ Management
$610,749.96
Name of Contractor Duties Amount %
Janus Corporation $100,000.00 16.37
Refined Construction $450,000.00 73.68

6.00

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Subcontractor Listing
205
Work Order Signature Document
EZIQC Contract No.: CA-R7-GB06-123021-MDJ
New Work Order
116760.00
Modify an Existing Work Order
Work Order Title:

Work Order Number.: Work Order Date:

X
06/06/2023
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Matt McMillon
310-490-1521
Owner Name:

Concord Unit 2956 Conversion
Oxnard Housing Authority
Fredi Contreras
805-890-8319
MDJ Management
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA-R7-GB06-123021-MDJ.

Brief Work Order Description:

Liquidated Damages Will apply: Will not apply:

Estimated Completion Date:

Time of Performance Estimated Start Date:

X
Work Order Firm Fixed Price: $610,749.96
Owner Purchase Order Number:

Approvals
Oxnard Housing Authority Date MDJ Management Date

2.00

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Work Order Signature Document

EXHIBIT A
206

Date Printed: June 06, 2023
116760.00
Work Order Title: Concord Unit 2956 Conversion
Brief Scope:

See attached
Subject to the terms and conditions of ezIQC Contract CA-R7-GB06-123021-MDJ.

MDJ Management Date
Oxnard Housing Authority Date

Page 1 of 1 ends

6/6/2023
Scope of Work
207
MDJ Management, LLC
License # 1044711
DIR # 1000061313
531 Main St. #611 El Segundo CA 90245
310-490-1521
Job Name: 2956 Concord ADA Conversion
Location: 2956 Concord Dr. Oxnard, CA 93036
Customer: Oxnard Housing Authority
Submission Date: 5/31/23
Detailed Scope of Work
Demolition
● Demolition of existing apartment per plans
● Per Asbestos Survey report provided by client all walls, ceilings and floors to be considered ACM
○ Demolition of unit to be performed by certified hazardous material demolition company
Installation/Buildout
● Saw cutting of slab and demolition of concrete for new plumbing ● Excavation for new plumbing and new concrete footings for addition ● All framing throughout including new walls and soffits ● New rough and finish plumbing throughout
● New electrical rough including new panel per plan
● Concrete work:
○ Pour new footings for addition
○ Pour back all open trenches inside the unit
○ Pour slab for addition
○ Our sidewalk as required
● New windows and doors
● New Insulation
● HVAC ductwork, registers, and wall heaters.
○ Includes new forced air unit
● Drywall throughout
● Lath, stucco, and color coat to match existing
● Roofing, fascia, and gutters for new addition
● Interior paint
● New Flooring and base
● New kitchens, countertops, fixtures, sinks and appliances. 1 of 3
208
● New bathroom fixtures per plan
● Paint exterior of building
● Site work:
○ New sidewalks
○ Handicap ramp with truncated domes
○ Handicap striping
○ New signage at Handicap stall
Installation/Buildout added by Client NOT included on plans ● Remove and replace all outlets and switches throughout, even on all existing walls ● Remove and replace exterior lighting with LED lighting ○ Match existing 3 fixtures
● Install MDF baseboards
○ Instead of called out cove base
● Remove and replace all interior doors. Complete list of doors from plans as well as clients request:
○ Demo of 3 utility closet, 2 sliding closet, 5 bedroom, and 2 bathroom doors ○ Installation of 2 utility closet, 3 sliding closet, 3 bedroom, 2 bathroom doors, and 1 front door
● Clean up existing back yard, the weeds are 5 feet high ○ Includes weed weed whacking and removal of all dead weeds ● Remove and replace one section of vinyl fence because it is not wide enough for ADA width along concrete path to front door
○ 45 feet x 6 feet high
○ (1) One 4’ Gate
○ Includes widening the concrete by one foot
Notes:
● All work to be performed per plans provided to MDJ
● Any additional add on items will be at the request of Customer. Any adjustment shall be an additional cost.
● Price includes all labor (Normal Working Hours - Davis Bacon Wages), materials, equipment to complete this scope of work.
● Construction Exclusions:
○ New Washer and Dryer not included in contract.

CLARIFICATIONS AND EXCLUSIONS:
● Warranty
○ One year warranty against workmanship
○ Manufacturer's warranty varies
● We exclude plans, permits, permit fees, related fees, testing, inspection, survey, and engineering unless specified above
● We exclude utilities and hazardous or contaminated material. ● Construction water, power, and sanitary facilities available on site for MDJ’s use at no cost.
● We exclude premium time.
● We exclude anything not specifically mentioned above. ● MDJ reserves the right to review, change, and/or delete any provisions of any prime contract or subcontract, which results from this quotation. 2 of 3
209
● All terms to be net 30 days in full upon receipt of invoice. Interest will be charged at the rate of 2% monthly on the unpaid balance.

Bid price is good for thirty (30) days only.

Submitted by:

Matthew McMillon
President MDJ
310.490.1521
[email protected]
3 of 3
210

4.00 Contractor's Price Proposal - Summary
Owner PO #:

Concord Unit 2956 Conversion
116760.00
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

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Contractor's Price Proposal - Summary
211

5.00 Contractor's Price Proposal - Detail
Concord Unit 2956 Conversion
116760.00
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Owner PO #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

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212
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 02
02 82 33 00 0101 >500 To 2,500 SF, Single Layer Or First Of Multiple Layers, Floor Tile, Asbestos Abatement And Disposal
8 SF $10,959.07
Installation x x = 10,959.07
Quantity Unit Price Factor Total
1,564.00 6.19 1.1320
demolition of 2 layers of floor tile
9 02 82 33 00 0101 0001 For Each Additional Layer, Add $2,744.19 Installation x x = 2,744.19
Quantity Unit Price Factor Total
1,564.00 1.55 1.1320
02 82 33 00 0245 >100 To 250 CF, Asbestos Contaminated Debris, Asbestos Abatement And Disposal
10 CF $13,881.15
Installation x x = 13,881.15
Quantity Unit Price Factor Total
250.00 49.05 1.1320
demolition of all cabinets and vanities per plans. They are attached to the walls so removal would disturb drywall material that is hot. This is for kitchen and bathroom 02 82 33 00 0333 High Efficiency Particulate Air (HEPA) Vacuum And Cleaning Of Contaminated Area
11 SF $1,186.20
Installation x x = 1,186.20
Quantity Unit Price Factor Total
1,564.00 0.67 1.1320
demolition part of abatement procedures
02 89 00 00 0021 3 Stage Portable Personnel Decontamination Wash FacilityIncludes connection to negative air system.
12 EA $907.07
Installation x x = 907.07
Quantity Unit Price Factor Total

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213
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 03
19 03 21 13 00 0093 LF #6, Grade 50, Slab On Grade, Galvanized Steel Reinforcement Bar $2,010.43 Installation x x = 2,010.43
Quantity Unit Price Factor Total
800.00 2.22 1.1320
200 LF of trenching and 600 LF for slab, porch, and footings. Installation of rebar every 2'. 03 30 53 00 0007 Hand Mix And Place ConcreteFor use where conventional equipment access is limited or when directed by the owner.
20 CF $6,592.77
Installation x x = 6,592.77
Quantity Unit Price Factor Total
200.00 29.12 1.1320
patch back trenching in existing slab
21 03 31 13 00 0003 SF 4" 3,000 PSI Slab On Grade Concrete Slabs Assembly $1,768.18 Installation x x = 1,768.18
Quantity Unit Price Factor Total
200.00 7.81 1.1320
for new addition
22 03 31 13 00 0003 0156 For Up To 500, Add $681.46
Installation x x = 681.46
Quantity Unit Price Factor Total
200.00 3.01 1.1320
03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
23 CY $14,833.73
Installation x x = 14,833.73
Quantity Unit Price Factor Total

50.00 262.08 1.1320
24 CY footing for new addition. 26 CY for Front porch/sloped walk 24 03 31 13 00 0023 0040 For >20 To 50, Add $638.45
Installation x x = 638.45
Quantity Unit Price Factor Total

80.00 2.91 1.1320
2x8 wall per plans

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214
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 06
30 06 11 16 00 0063 0003 For Up To 200, Add $86.94
Installation x x = 86.94
Quantity Unit Price Factor Total

2.00 102.35 1.1320
42 06 41 13 00 0225 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 106.69 1.1320

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215
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 06
06 41 13 00 0226 18" Wide, 35" High x 23-3/4" Deep, Single Drawer and Single Door, Solid Wood Face Frame, Thermofoil Door and Drawer Front, Base Cabinet 43 EA $770.08
Installation x x = 770.08
Quantity Unit Price Factor Total

2.00 102.35 1.1320
45 06 41 13 00 0226 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

1.00 102.35 1.1320
48 06 41 13 00 0228 0130 For All Plywood Box Construction, Add $120.77 Installation x x = 120.77
Quantity Unit Price Factor Total

2.00 102.35 1.1320
51 06 41 13 00 0231 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 102.35 1.1320
54 06 41 13 00 0232 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

2.00 389.46 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans

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216
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 06
06 41 13 00 0248 0129 For Solid Wood Drawers, Dovetail Joints And Full Extension Drawer Guides, Add
56 $926.86
Installation x x = 926.86
Quantity Unit Price Factor Total

2.00 409.39 1.1320
57 06 41 13 00 0248 0130 For All Plywood Box Construction, Add $241.55 Installation x x = 241.55
Quantity Unit Price Factor Total

1.00 287.65 1.1320
demolition of 1 kitchen and installation of 2 new kitchen cabinets per plans

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217
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 06
69 06 41 13 00 0283 0131 For All Plywood Box Construction, Add $64.81 Installation x x = 64.81
Quantity Unit Price Factor Total

1.00 211.64 1.1320
76 06 41 93 00 0007 EA 7" To 8-1/2", Flat Cabinet Pull Handle $2,154.15 Installation x x = 2,154.15
Quantity Unit Price Factor Total

25.00 261.83 1.1320
new shingle roof for addition

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218
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 07
07 34 00 00 0003 30 LB, Asphalt Saturated Organic Felt Roofing Underlayment, Mechanically Fastened
80 SQ $1,416.70
Installation x x = 1,416.70
Quantity Unit Price Factor Total

25.00 50.06 1.1320
new shingle roof for addition
81 07 41 13 00 0026 LF Eave Flashing For Aluminum Exposed Fastener Metal Roofing $784.25 Installation x x = 784.25
Quantity Unit Price Factor Total

40.00 17.32 1.1320
for new addition
82 07 41 13 00 0026 0130 For Fluoropolymer (Kynar®) Coating, Add $42.11 Installation x x = 42.11
Quantity Unit Price Factor Total

25.00 15.19 1.1320
rain gutter per plans
86 07 71 23 00 0016 0322 For Up To 100', Add $70.18
Installation x x = 70.18
Quantity Unit Price Factor Total

25.00 2.48 1.1320
87 07 71 23 00 0029 EA 6", Box Style Aluminum Gutter End Cap $18.34 Installation x x = 18.34
Quantity Unit Price Factor Total

2.00 8.10 1.1320
rain gutter per plans
88 07 71 23 00 0055 LF 4" x 5", 0.019" Thick, Rectangular Aluminum Downspout $102.67 Installation x x = 102.67
Quantity Unit Price Factor Total

10.00 9.07 1.1320
rain gutter per plans
89 07 71 23 00 0055 0325 For Up To 100', Add $14.04
Installation x x = 14.04
Quantity Unit Price Factor Total

6.00 69.26 1.1320
for all new doors. 1 front door, 2 bath, and 3 bedroom

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 08
91 08 14 16 00 0134 EA 3'-0" x 6'-8" x 1-3/4" Thick, 5 Ply, Hollow Core (HC), Birch Faced Wood Door $2,910.85 Installation x x = 2,283.38
Quantity Unit Price Factor Total

5.00 731.56 1.1320
Demolition 7.00 x 23.10 x 1.1320 = 183.04
Demo of 5 bedroom, and 2 bathroom doors. Installation of 3 bedroom, 2 bathroom doors.

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 08
100 08 71 11 00 2293 EA Entrance F08 Mortise LocksetLocked with key outside and thumb knob inside. $960.13 Installation x x = 960.13
Quantity Unit Price Factor Total

1.00 848.17 1.1320
for new front door per plans
101 08 71 11 00 2293 0263 For Satin Brass Clear Coat US4 (BHMA 606) Finish, Add $42.78 Installation x x = 42.78
Quantity Unit Price Factor Total

17.00 3.32 1.1320
for new front door per plans
103 08 72 43 00 0011 LF 6" Width, 1/4" Height, Aluminum Saddle Threshold (Pemko 272A) $125.07 Installation x x = 125.07
Quantity Unit Price Factor Total

3.00 36.83 1.1320
for new front door per plans
104 08 72 43 00 0011 0458 For Color Anodized Finish, Add $16.33 Installation x x = 16.33
Quantity Unit Price Factor Total

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 09
09 24 23 00 0002 Scratch/Brown/Finish, Three Coat Troweled StuccoExcludes lath and felt.

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 09
121 09 29 10 00 0047 0048 For ASTM C840 Level 5 High Quality Finish, Add $891.79 Installation x x = 891.79
Quantity Unit Price Factor Total
780.00 1.01 1.1320
122 09 29 10 00 0051 LF Corner Bead, Galvanized Steel For Gypsum Board $7,508.15 Installation x x = 7,508.15
Quantity Unit Price Factor Total
2,016.00 3.29 1.1320
walls: 150 vertical corners @ 8' throughout both floors. 750 LF of horizontal corners Windows: 86 LF
123 09 65 13 13 0003 LF 4" High, 1/8” Thick, Type TV Thermoplastic Vinyl Wall Base, All Colors $2,844.15 Installation x x = 2,844.15
Quantity Unit Price Factor Total
750.00 3.35 1.1320
750 LF of walls
09 65 23 00 0004 0.16" Overall Thickness, 0.020" Wear Layer, Vinyl Plank Flooring (Armstrong® Luxe Plank™)
124 SF $16,907.78
Installation x x = 16,907.78
Quantity Unit Price Factor Total
1,564.00 9.55 1.1320
new flooring throughout per plans
125 09 91 13 00 0095 SF 1 Coat Primer, Brush/Roller Work, Paint Exterior Stucco Walls $1,236.14 Installation x x = 1,236.14
Quantity Unit Price Factor Total
1,400.00 0.78 1.1320
paint front and side of building for affected areas corner to corner 126 09 91 13 00 0097 SF 2 Coats Paint, Brush/Roller Work, Paint Exterior Stucco Walls $2,599.07 Installation x x = 2,599.07
Quantity Unit Price Factor Total
1,400.00 1.64 1.1320
paint front and side of building for affected areas corner to corner 127 09 91 23 00 0067 SF 1 Coat Primer, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $4,161.46 Installation x x = 4,161.46
Quantity Unit Price Factor Total
6,684.00 0.55 1.1320
for walls
128 09 91 23 00 0069 SF 2 Coats Paint, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $8,322.92 Installation x x = 8,322.92
Quantity Unit Price Factor Total
6,684.00 1.10 1.1320
for walls
129 09 91 23 00 0161 SF 1 Coat Primer, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $1,150.79 Installation x x = 1,150.79
Quantity Unit Price Factor Total
1,564.00 0.65 1.1320
for ceilings
130 09 91 23 00 0163 SF 2 Coats Paints, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $2,071.42 Installation x x = 2,071.42
Quantity Unit Price Factor Total
1,564.00 1.17 1.1320
for ceilings
131 09 91 23 00 0252 LF 1 Coat Primer, Brush/Roller Work, Paint Interior Wood Door Frame And Trim $570.53 Installation x x = 570.53
Quantity Unit Price Factor Total
600.00 0.84 1.1320
15 total doors. 40 LF of trim per door
132 09 91 23 00 0254 LF 2 Coats Paint, Brush/Roller Work, Paint Interior Wood Door Frame And Trime $1,249.73 Installation x x = 1,249.73
Quantity Unit Price Factor Total
600.00 1.84 1.1320
15 total doors. 40 LF of trim per door

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 09
133 09 91 23 00 0275 EA 1 Coat Primer, Brush/Roller Work, Both Faces, Paint Interior Wood Door $1,153.96 Installation x x = 1,153.96
Quantity Unit Price Factor Total

3.00 91.78 1.1320
per plans
141 10 28 13 13 0171 EA 42" Length, 1-1/2" Diameter, Stainless Steel Grab Bar (Bobrick B-6806x42) $106.14 Installation x x = 106.14
Quantity Unit Price Factor Total

1.00 118.96 1.1320
Demolition 1.00 x 20.78 x 1.1320 = 23.52
per plans

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 10
143 10 28 13 13 0322 EA 24" Length, 3/4" Diameter, Stainless Steel Towel Bar (Bobrick B-674) $133.36 Installation x x = 109.84
Quantity Unit Price Factor Total

2.00 138.52 1.1320
2 kitchen sinks
Subtotal for Section - 12 $7,227.87
Section - 22

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 22
151 22 01 40 81 0004 EA Removal And Replacement Of Chrome Supply Lines To Sink/Lavatory, Pair $297.60 Installation x x = 297.60
Quantity Unit Price Factor Total

2.00 177.25 1.1320
Demolition 1.00 x 46.85 x 1.1320 = 53.03
removal of existing and installation of new.

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 22
22 42 13 13 0027 2 Piece Tank Type, Pressure Assisted, Siphon Jet, Floor Mounted, Back Outlet, Handicap Accessible, Elongated Vitreous China Water Closet (American Standard Yorkville™ ADA)
160 EA $1,300.36
Installation x x = 1,190.05
Quantity Unit Price Factor Total

1.00 3,428.09 1.1320
required setup, balancing, and charging for new system

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 23
23 31 13 16 0063 4" Diameter, 26 Gauge, 2" WG And Less (Class C), Galvanized Sheet Metal Round And Flat-Oval Connector
169 EA $240.41
Installation x x = 240.41
Quantity Unit Price Factor Total

2.00 2,597.17 1.1320
per plans. SH-1 and SH-2 wall mounted furnaces

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 23
23 81 49 00 0020 7-1/2 Ton Indoor Section Split Heat Pump Packaged Unit, Horizontal Upflow With 10 KW Electric Heat
178 EA $4,932.97
Installation x x = 4,582.04
Quantity Unit Price Factor Total

2.00 258.97 1.1320
for bathrooms
184 26 24 13 00 0213 EA 800 Amperes, 480 Volt, 4 Wire, Switchboard Incoming No Switch Circuit $5,781.11 Installation x x = 4,904.38
Quantity Unit Price Factor Total

30.00 96.40 1.1320
Demolition 15.00 x 32.49 x 1.1320 = 551.68
All new GFI outlets throughout per clients request

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 26
26 27 26 00 0125 20 Amperes, 125 Volt Single Specification Grade Tamper Resistant ReceptaclePass & Seymour TR5351.
188 EA $1,944.32
Installation x x = 1,557.18
Quantity Unit Price Factor Total

17.00 69.62 1.1320
26 51 19 00 0430 5” Shallow, Insulated Ceiling, Air-Tite New Construction (Cooper Halo H25ICAT)
192 EA $314.84
Installation x x = 314.84
Quantity Unit Price Factor Total

5.00 9.15 1.1320
197 31 11 00 00 0008 ACR Clearing By Machine - Light Brush Without Grub $174.72 Installation x x = 174.72
Quantity Unit Price Factor Total

0.50 308.69 1.1320
clear out weeds in back yard

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 31
198 31 11 00 00 0017 CY Hand Loading Of Cleared And Grubbed Material $849.91 Installation x x = 849.91
Quantity Unit Price Factor Total

25.00 34.41 1.1320
20" deep, 200 LF, 2' wide
201 31 23 16 13 0014 CY Compaction of Fill or Subbase for Trenches by Hand $1,098.61 Installation x x = 1,098.61
Quantity Unit Price Factor Total

60.00 8.63 1.1320
for parking lot ADA modifications
207 32 16 23 00 0002 0094 For Up To 100, Add $248.59
Installation x x = 248.59
Quantity Unit Price Factor Total

60.00 3.66 1.1320
32 16 23 00 0008 Finish Concrete Handicap Drop Section In SidewalkExcludes patterned (tactile) finish.
208 EA $145.65
Installation x x = 145.65
Quantity Unit Price Factor Total

1.00 128.67 1.1320
for parking lot ADA modifications

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Work Order Title:

Work Order Number: 116760.00
Concord Unit 2956 Conversion
Section - 32
32 17 23 13 0074 Solid Area, Painted Pavement Marking For Parking AreasUse task for lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 209 SF $281.82
Installation x x = 281.82
Quantity Unit Price Factor Total

16.00 45.95 1.1320
new truncated domes per A-501
212 32 31 23 00 0006 LF 6' High Privacy Tongue And Groove Vinyl Fence $3,593.82 Installation x x = 3,217.37
Quantity Unit Price Factor Total

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Subcontractor Listing
116760.00
Concord Unit 2956 Conversion
IQC Master Contract #: CA-R7-GB06-123021-MDJ
Work Order #:

Owner PO #:

Title:

Re:

Date: June 06, 2023
Proposal Value:

Contractor: MDJ Management
$610,749.96
Name of Contractor Duties Amount %
Janus Corporation $100,000.00 16.37
Refined Construction $450,000.00 73.68

6.00

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General Conditions for Construction
Contracts - Public Housing Programs
U.S. Department of Housing and Urban
Development
Office of Public and Indian Housing
OMB Approval No. 2577-0157 (exp. 11/30/2023)
Applicability. This form is applicable to any
construction/development contract greater than $250,000.

Public reporting burden for this collection of information is estimated to average 1 hour. This includes the time for collecting, reviewing, and reporting the data. The information requested is required to obtain a benefit. This form includes those clauses required by OMB's common rule on grantee procurement, implemented at HUD in 2 CFR 200, and those requirements set forth in Section 3 of the Housing and Urban Development Act of 1968 and its amendment by the Housing and Community Development Act of 1992, implemented by HUD at 24 CFR Part 75. The form is required for construction contracts awarded by Public Housing Agencies (PHAs). The form is used by Housing Authorities in solicitations to provide necessary contract clauses. If the form were not used, PHAs would be unable to enforce their contracts. There are no assurances of confidentiality. HUD may not conduct or sponsor, and an applicant is not required to respond to a collection of information unless it displays a currently valid OMB control number.

T
Clause
Page Clause Page

1. Definitions 2 Administrative Requirements

2. Contractor’s Responsibility for Work 2 25. Contract Period 9

3. Architect’s Duties, Responsibilities and Authority 2 26. Order of Precedence 9

4. Other Contracts 3 27. Payments 9
Construction Requirements 28. Contract Modifications 10

5. Preconstruction Conference and Notice to Proceed 3 29. Changes 10

6. Construction Progress Schedule 3 30. Suspension of Work 11

7. Site Investigation and Conditions Affecting the Work 3 31. Disputes 11

8. Differing Site Conditions 4 32. Default 11

9. Specifications and Drawings for Construction 4 33. Liquidated 12

10. As-Built Drawings 5 34. Termination of Convenience 12

11. Material and Workmanship 5 35. Assignment of Contract 12

12. Permits and Codes 5 36. Insurance 12

13. Health, Safety, and Accident Prevention 6 37. Subcontracts 13

14. Temporary Buildings and Transportation Materials 6 38. Subcontracting with Small and Minority Firms, Women’s Business Enterprise, and Labor Surplus Area Firms 13

15. Availability and Use of Utility Services 6 39. Equal Employment Opportunity 13

16. Protection of Existing Vegetation, Structures,
Equipment, Utilities, and Improvements 6

40. Employment, Training, and Contracting Opportunities for Low-Income Persons, Section 3 of the Housing and
Urban Development Act of 1968
14 17. Temporary Buildings and Transportation Materials 7 41. Interest of Members of Congress 15

18. Clean Air and Water 7 42. Interest of Members, Officers, or Employees and Former Members, Officers, or Employees
15 19. Energy Efficiency 7 43. Limitations on Payments Made to Influence 15

20. Inspection and Acceptance of Construction 7 44. Royalties and Patents 15

21. Use and Possession Prior to 8 45. Examination and Retention of Contractor’s Records 15

22. Warranty of Title 8 46. Labor Standards-Davis-Bacon and Related Acts 15

23. Warranty of 8 47. Non-Federal Prevailing Wage Rates 19

24. Prohibition Against 9 48. Procurement of Recovered 19 Liens Materials
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1. Definitions (a) The Contractor shall furnish all necessary labor, materials, tools, equipment, and transportation necessary (a) “Architect” means the person or other entity engaged by for performance of the work. The Contractor shall also the PHA to perform architectural, engineering, design, furnish all necessary water, heat, light, and power not and other services related to the work as provided for in made available to the Contractor by the PHA pursuant to the contract. When a PHA uses an engineer to act in this the clause entitled Availability and Use of Utility Services capacity, the terms “architect” and “engineer” shall be herein. synonymous. The Architect shall serve as a technical (b) The Contractor shall perform on the site, and with its own representative of the Contracting Officer. The Architect’s organization, work equivalent to at least [ ] (12 percent authority is as set forth elsewhere in this contract. unless otherwise indicated) of the total amount of work to (b) “Contract” means the contract entered into between the be performed under the order. This percentage may be PHA and the Contractor. It includes the forms of Bid, the reduced by a supplemental agreement to this order if, Bid Bond, the Performance and Payment Bond or Bonds during performing the work, the Contractor requests a or other assurance of completion, the Certifications, reduction and the Contracting Officer determines that the Representations, and Other Statements of Bidders (form reduction would be to the advantage of the PHA.

HUD-5370), these General Conditions of the Contract for (c) At all times during performance of this contract and until Construction (form HUD-5370), the applicable wage rate the work is completed and accepted, the Contractor shall determinations from the U.S. Department of Labor, any directly superintend the work or assign and have on the special conditions included elsewhere in the contract, the work site a competent superintendent who is satisfactory specifications, and drawings. It includes all formal to the Contracting Officer and has authority to act for the changes to any of those documents by addendum, Contractor. change order, or other modification. (d) The Contractor shall be responsible for all damages to (c) “Contracting Officer” means the person delegated the au- persons or property that occur as a result of the thority by the PHA to enter into, administer, and/or Contractor’s fault or negligence, and shall take proper terminate this contract and designated as such in writing safety and health precautions to protect the work, the to the Contractor. The term includes any successor workers, the public, and the property of others. The Contracting Officer and any duly authorized Contractor shall hold and save the PHA, its officers and representative of the Contracting Officer also designated agents, free and harmless from liability of any nature in writing. The Contracting Officer shall be deemed the occasioned by the Contractor’s performance. The authorized agent of the PHA in all dealings with the Contractor shall also be responsible for all materials Contractor. delivered and work performed until completion and (d) “Contractor” means the person or other entity entering acceptance of the entire work, except for any completed into the contract with the PHA to perform all of the work unit of work which may have been accepted under the required under the contract. contract.
(e) “Drawings” means the drawings enumerated in the (e) The Contractor shall lay out the work from base lines and schedule of drawings contained in the Specifications and bench marks indicated on the drawings and be as described in the contract clause entitled Specifications responsible for all lines, levels, and measurements of all and Drawings for Construction herein. work executed under the contract. The Contractor shall (f) “HUD” means the United States of America acting through verify the figures before laying out the work and will be the Department of Housing and Urban Development held responsible for any error resulting from its failure to including the Secretary, or any other person designated to do so. act on its behalf. HUD has agreed, subject to the provisions of an (f) The Contractor shall confine all operations (including Annual Contributions Terms and Conditions (ACC), to storage of materials) on PHA premises to areas provide financial assistance to the PHA, which includes authorized or approved by the Contracting Officer. assistance in financing the work to be performed under (g) The Contractor shall at all times keep the work area, this contract. As defined elsewhere in these General including storage areas, free from accumulations of Conditions or the contract documents, the determination waste materials. After completing the work and before of HUD may be required to authorize changes in the work final inspection, the Contractor shall (1) remove from the or for release of funds to the PHA for payment to the premises all scaffolding, equipment, tools, and materials Contractor. Notwithstanding HUD’s role, nothing in this (including rejected materials) that are not the property of contract shall be construed to create any contractual the PHA and all rubbish caused by its work; (2) leave the relationship between the Contractor and HUD. work area in a clean, neat, and orderly condition (g) “Project” means the entire project, whether construction satisfactory to the Contracting Officer; (3) perform all or rehabilitation, the work for which is provided for in specified tests; and, (4) deliver the installation in whole or in part under this contract. complete and operating condition. (h) “PHA” means the Public Housing Agency organized (h) The Contractor’s responsibility will terminate when all under applicable state laws which is a party to this work has been completed, the final inspection made, and contract. the work accepted by the Contracting Officer. The (j) “Specifications” means the written description of the Contractor will then be released from further obligation technical requirements for construction and includes the except as required by the warranties specified elsewhere criteria and tests for determining whether the in the contract. requirements are met.
(l) “Work” means materials, workmanship, and manufacture 3. Architect’s Duties, Responsibilities, and Authority and fabrication of components.
(a) The Architect for this contract, and any successor, shall

2. Contractor’s Responsibility for Work be designated in writing by the Contracting Officer.

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(b) The Architect shall serve as the Contracting Officer’s technical representative with respect to architectural, 6. Construction Progress Schedule engineering, and design matters related to the work performed under the contract. The Architect may provide (a) The Contractor shall, within five days after the work direction on contract performance. Such direction shall be commences on the contract or another period of time within the scope of the contract and may not be of a determined by the Contracting Officer, prepare and nature which: (1) institutes additional work outside the submit to the Contracting Officer for approval three copies scope of the contract; (2) constitutes a change as defined of a practicable schedule showing the order in which the in the Changes clause herein; (3) causes an increase or Contractor proposes to perform the work, and the dates decrease in the cost of the contract; (4) alters the on which the Contractor contemplates starting and Construction Progress Schedule; or (5) changes any of completing the several salient features of the work the other express terms or conditions of the contract. (including acquiring labor, materials, and equipment). The (c) The Architect’s duties and responsibilities may include but schedule shall be in the form of a progress chart of shall not be limited to: suitable scale to indicate appropriately the percentage of (1) Making periodic visits to the work site, and on the work scheduled for completion by any given date during basis of his/her on-site inspections, issuing written the period. If the Contractor fails to submit a schedule reports to the PHA which shall include all observed within the time prescribed, the Contracting Officer may deficiencies. The Architect shall file a copy of the withhold approval of progress payments or take other report with the Contractor’s designated representative remedies under the contract until the Contractor submits at the site; the required schedule.
(2) Making modifications in drawings and technical (b) The Contractor shall enter the actual progress on the specifications and assisting the Contracting Officer in chart as required by the Contracting Officer, and the preparation of change orders and other contract immediately deliver three copies of the annotated modifications for issuance by the Contracting Officer; schedule to the Contracting Officer. If the Contracting (3) Reviewing and making recommendations with respect Officer determines, upon the basis of inspection to - (i) the Contractor’s construction progress conducted pursuant to the clause entitled Inspection and schedules; (ii) the Contractor’s shop and detailed Acceptance of Construction, herein that the Contractor is drawings; (iii) the machinery, mechanical and other not meeting the approved schedule, the Contractor shall equipment and materials or other articles proposed take steps necessary to improve its progress, including for use by the Contractor; and, (iv) the Contractor’s those that may be required by the Contracting Officer, price breakdown and progress payment estimates; without additional cost to the PHA. In this circumstance, and, the Contracting Officer may require the Contractor to (4) Assisting in inspections, signing Certificates of increase the number of shifts, overtime operations, days Completion, and making recommendations with of work, and/or the amount of construction plant, and to respect to acceptance of work completed under the submit for approval any supplementary schedule or contract. schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of

4. Other Contracts progress will be regained.
(c) Failure of the Contractor to comply with the requirements The PHA may undertake or award other contracts for of the Contracting Officer under this clause shall be additional work at or near the site of the work under this grounds for a determination by the Contracting Officer that contract. The Contractor shall fully cooperate with the the Contractor is not prosecuting the work with sufficient other contractors and with PHA employees and shall diligence to ensure completion within the time carefully adapt scheduling and performing the work under specified in the Contract. Upon making this this contract to accommodate the additional work, heeding determination, the Contracting Officer may terminate the any direction that may be provided by the Contracting Contractor’s right to proceed with the work, or any Officer. The Contractor shall not commit or permit any act separable part of it, in accordance with the Default clause that will interfere with the performance of work by any of this contract. other contractor or by PHA employees

7. Site Investigation and Conditions Affecting the Work Construction Requirements
(a) The Contractor acknowledges that it has taken steps

5. Pre-construction Conference and Notice to Proceed reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself (a) Within ten calendar days of contract execution, and prior as to the general and local conditions which can affect the to the commencement of work, the Contractor shall work or its cost, including but not limited to, (1) conditions attend a preconstruction conference with representatives bearing upon transportation, disposal, handling, and of the PHA, its Architect, and other interested parties storage of materials; (2) the availability of labor, water, convened by the PHA. The conference will serve to electric power, and roads;(3) uncertainties of weather, acquaint the participants with the general plan of the river stages, tides, or similar physical conditions at the construction operation and all other requirements of the site; (4) the conformation and conditions of the ground; contract. The PHA will provide the Contractor with the and (5) the character of equipment and facilities needed date, time, and place of the conference. preliminary to and during work performance. The (b) The contractor shall begin work upon receipt of a written Contractor also acknowledges that it has satisfied itself as Notice to Proceed from the Contracting Officer or to the character, quality, and quantity of surface and designee. The Contractor shall not begin work prior to subsurface materials or obstacles to be encountered receiving such notice. insofar as this information is
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reasonably ascertainable from an inspection of the site, promptly submitted to the Contracting Officer, who shall including all exploratory work done by the PHA, as well as from the drawings and specifications made a part of
this contract. Any failure of the Contractor to take the actions described and acknowledged in this paragraph
will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully
perform the work without additional expense to the PHA. (b) The PHA assumes no responsibility for any conclusions or interpretations made by the Contractor based on the
information made available by the PHA. Nor does the
PHA assume responsibility for any understanding
reached or representation made concerning conditions
which can affect the work by any of its officers or agents before the execution of this contract, unless that
understanding or representation is expressly stated in
this contract.

8. Differing Site Conditions
(a) The Contractor shall promptly, and before the conditions are disturbed, give a written notice to the Contracting Officer of (1) subsurface or latent physical conditions at the site which differ materially from those indicated in this contract, or (2) unknown physical conditions at the site(s), of an unusual nature, which differ materially from those ordinarily
encountered and generally recognized as inhering in work of the character provided for in the contract.
(b) The Contracting Officer shall investigate the site
conditions promptly after receiving the notice. Work shall not proceed at the affected site, except at the
Contractor’s risk, until the Contracting Officer has
provided written instructions to the Contractor. If the conditions do materially so differ and cause an increase or decrease in the Contractor’s cost of, or the time
required for, performing any part of the work under this contract, whether or not changed as a result of the
conditions, the Contractor shall file a claim in writing to the PHA within ten days after receipt of such instructions and, in any event, before proceeding with the work. An
equitable adjustment in the contract price, the delivery schedule, or both shall be made under this clause and
the contract modified in writing accordingly.
(c) No request by the Contractor for an equitable
adjustment to the contract under this clause shall be
allowed, unless the Contractor has given the written notice required; provided, that the time prescribed in (a) above for giving written notice may be extended by the Contracting Officer.
(d) No request by the Contractor for an equitable adjustment to the contract for differing site conditions shall be allowed if made after final payment under this contract.

9. Specifications and Drawings for Construction
(a) The Contractor shall keep on the work site a copy of the drawings and specifications and shall at all times give the Contracting Officer access thereto. Anything
mentioned in the specifications and not shown on the
drawings, or shown on the drawings and not mentioned
in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between
drawings and specifications, the specifications shall
govern. In case of discrepancy in the figures, in the
drawings, or in the specifications, the matter shall be promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The Contracting Officer shall furnish from time to time such detailed drawings and other information as considered necessary, unless
otherwise provided.
(b) Wherever in the specifications or upon the drawings the words “directed”, “required”, “ordered”, “designated”,
“prescribed”, or words of like import are used, it shall be understood that the “direction”, “requirement”, “order”, “designation”, or “prescription”, of the Contracting Officer is intended and similarly the words “approved”, “acceptable”, “satisfactory”, or words of like import shall mean “approved by”, or “acceptable to”, or “satisfactory to” the Contracting Officer, unless otherwise expressly stated.
(c) Where “as shown” “as indicated”, “as detailed”, or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this
contract unless stated otherwise. The word “provided” as used herein shall be understood to mean “provide
complete in place” that is “furnished and installed”.
(d) “Shop drawings” means drawings, submitted to the PHA by the Contractor, subcontractor, or any lower tier
subcontractor, showing in detail (1) the proposed fabrication and assembly of structural elements and (2) the installation (i.e., form, fit, and attachment details) of materials of equipment. It includes drawings, diagrams, layouts,
schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract. The PHA may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.
(e) If this contract requires shop drawings, the Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with other contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the Contracting Officer without evidence of the Contractor’s approval may be returned for resubmission.

The Contracting Officer will indicate an approval or
disapproval of the shop drawings and if not approved as submitted shall indicate the PHA’s reasons therefore. Any work done before such approval shall be at the Contractor’s risk. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to
variations described and approved in accordance with (f) below.
(f) If shop drawings show variations from the contract
requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of
submission. If the Architect approves any such variation and the Contracting Officer concurs, the Contracting Officer shall issue an appropriate modification to the contract, except that, if the variation is minor or does not involve a change in price or in time of performance, a modification need not be issued. (g) It shall be the responsibility of the Contractor to make timely requests of the PHA for such large scale and full size drawings, color schemes, and other additional information, not already in his possession, which shall be
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required in the planning and production of the work. Such machinery and mechanical and other equipment. requests may be submitted as the need arises, but each When required by this contract or by the Contracting such request shall be filed in ample time to permit Officer, the Contractor shall also obtain the appropriate action to be taken by all parties involved so Contracting Officer’s approval of the material or as to avoid delay. articles which the Contractor contemplates (h) The Contractor shall submit to the Contracting Officer for incorporating into the work. When requesting approval four copies (unless otherwise indicated) of all approval, the Contractor shall provide full information shop drawings as called for under the various headings concerning the material or articles. Machinery, of these specifications. Three sets (unless otherwise equipment, material, and articles that do not have the indicated) of all shop drawings, will be retained by the required approval shall be installed or used at the risk PHA and one set will be returned to the Contractor. As of subsequent rejection. required by the Contracting Officer, the Contractor, upon (2) When required by the specifications or the completing the work under this contract, shall furnish a Contracting Officer, the Contractor shall submit complete set of all shop drawings as finally approved. appropriately marked samples (and certificates These drawings shall show all changes and revisions related to them) for approval at the Contractor’s made up to the time the work is completed and accepted. expense, with all shipping charges prepaid. The (i) This clause shall be included in all subcontracts at any tier. Contractor shall label, or otherwise properly mark on It shall be the responsibility of the Contractor to ensure the container, the material or product represented, its that all shop drawings prepared by subcontractors are place of origin, the name of the producer, the submitted to the Contracting Officer. Contractor’s name, and the identification of the construction project for which the material or product

10. As-Built Drawings is intended to be used.
(3) Certificates shall be submitted in triplicate, describing (a) “As-built drawings,” as used in this clause, means each sample submitted for approval and certifying drawings submitted by the Contractor or subcontractor at that the material, equipment or accessory complies any tier to show the construction of a particular structure with contract requirements. The certificates shall or work as actually completed under the contract. “As-built include the name and brand of the product, name of drawings” shall be synonymous with “Record manufacturer, and the location where produced. drawings.” (4) Approval of a sample shall not constitute a waiver of (b) As required by the Contracting Officer, the Contractor the PHA right to demand full compliance with contract shall provide the Contracting Officer accurate information requirements. Materials, equipment and accessories to be used in the preparation of permanent as-built may be rejected for cause even though samples have drawings. For this purpose, the Contractor shall record on been approved. one set of contract drawings all changes from the (5) Wherever materials are required to comply with installations originally indicated, and record final locations recognized standards or specifications, such of underground lines by depth from finish grade and by specifications shall be accepted as establishing the accurate horizontal offset distances to permanent surface technical qualities and testing methods, but shall not improvements such as buildings, curbs, or edges of govern the number of tests required to be made nor walks. modify other contract requirements. The Contracting (c) This clause shall be included in all subcontracts at any Officer may require laboratory test reports on items tier. It shall be the responsibility of the Contractor to submitted for approval or may approve materials on ensure that all as-built drawings prepared by the basis of data submitted in certificates with subcontractors are submitted to the Contracting Officer. samples. Check tests will be made on materials delivered for use only as frequently as the Contracting

11. Material and Workmanship Officer determines necessary to insure compliance of materials with the specifications. The Contractor will
(a) All equipment, material, and articles furnished under this assume all costs of retesting materials which fail to contract shall be new and of the most suitable grade for meet contract requirements and/or testing materials the purpose intended, unless otherwise specifically offered in substitution for those found deficient. provided in this contract. References in the contract to (6) After approval, samples will be kept in the Project equipment, material, articles, or patented processes by office until completion of work. They may be built into trade name, make, or catalog number, shall be regarded the work after a substantial quantity of the materials as establishing a standard of quality and shall not be they represent has been built in and accepted. construed as limiting competition. The Contractor may, at (c) Requirements concerning lead-based paint. The its option, use any equipment, material, article, or Contractor shall comply with the requirements concerning process that, in the judgment of, and as approved by the lead-based paint contained in the Lead-Based Paint Contracting Officer, is equal to that named in the Poisoning Prevention Act (42 U.S.C. 4821-4846) as specifications, unless otherwise specifically provided in implemented by 24 CFR Part 35. this contract.
(b) Approval of equipment and materials. 12. Permits and Codes (1) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other (a) The Contractor shall give all notices and comply with all equipment to be incorporated into the work. When applicable laws, ordinances, codes, rules and regulations. requesting approval, the Contractor shall furnish to the Notwithstanding the requirement of the Contractor to Contracting Officer the name of the manufacturer, the comply with the drawings and specifications in the model number, and other information concerning the contract, all work installed shall comply with all applicable performance, capacity, nature, and rating of the codes and regulations as amended by any Previous editions are obsolete Page 5 of 19 form HUD-5370 (1/2014) Replaces form HUD-5370-A
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waivers. Before installing the work, the Contractor shall examine the drawings and the specifications for 14. Temporary Heating compliance with applicable codes and regulations
bearing on the work and shall immediately report any The Contractor shall provide and pay for temporary discrepancy it may discover to the Contracting Officer. heating, covering, and enclosures necessary to properly Where the requirements of the drawings and protect all work and materials against damage by specifications fail to comply with the applicable code or dampness and cold, to dry out the work, and to facilitate regulation, the Contracting Officer shall modify the the completion of the work. Any permanent heating contract by change order pursuant to the clause entitled equipment used shall be turned over to the PHA in the Changes herein to conform to the code or regulation. condition and at the time required by the specifications. (b) The Contractor shall secure and pay for all permits, fees, and licenses necessary for the proper execution and 15. Availability and Use of Utility Services completion of the work. Where the PHA can arrange for
the issuance of all or part of these permits, fees and (a) The PHA shall make all reasonably required amounts of licenses, without cost to the Contractor, the contract utilities available to the Contractor from existing outlets amount shall be reduced accordingly. and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each

13. Health, Safety, and Accident Prevention utility service consumed shall be charged to or paid for by the Contractor at prevailing rates charged to the PHA or, (a) In performing this contract, the Contractor shall: where the utility is produced by the PHA, at reasonable (1) Ensure that no laborer or mechanic shall be required rates determined by the Contracting Officer. The to work in surroundings or under working conditions Contractor shall carefully conserve any utilities furnished which are unsanitary, hazardous, or dangerous to without charge. his/her health and/or safety as determined under (b) The Contractor, at its expense and in a manner construction safety and health standards promulgated satisfactory to the Contracting Officer, shall install and by the Secretary of Labor by regulation; maintain all necessary temporary connections and (2) Protect the lives, health, and safety of other persons; distribution lines, and all meters required to measure the (3) Prevent damage to property, materials, supplies, and amount of each utility used for the purpose of equipment; and, determining charges. Before final acceptance of the work (4) Avoid work interruptions. by the PHA, the Contractor shall remove all the (b) For these purposes, the Contractor shall: temporary connections, distribution lines, meters, and (1) Comply with regulations and standards issued by the associated paraphernalia.

Secretary of Labor at 29 CFR Part 1926. Failure to
comply may result in imposition of sanctions pursuant 16. Protection of Existing Vegetation, Structures, to the Contract Work Hours and Safety Standards Act Equipment, Utilities, and Improvements (Public Law 91-54, 83 Stat. 96), 40 U.S.C. 3701 et
seq.; and (a) The Contractor shall preserve and protect all structures, (2) Include the terms of this clause in every subcontract equipment, and vegetation (such as trees, shrubs, and so that such terms will be binding on each grass) on or adjacent to the work site, which are not to be subcontractor. removed under this contract, and which do not (c) The Contractor shall maintain an accurate record of unreasonably interfere with the work required under this exposure data on all accidents incident to work performed contract. under this contract resulting in death, traumatic injury, (b) The Contractor shall only remove trees when specifically occupational disease, or damage to property, materials, authorized to do so, and shall avoid damaging vegetation supplies, or equipment, and shall report this data in the that will remain in place. If any limbs or branches of trees manner prescribed by 29 CFR Part are broken during performance of this contract, or by the 1904. careless operation of equipment, or by workmen, the (d) The Contracting Officer shall notify the Contractor of any Contractor shall trim those limbs or branches with a clean noncompliance with these requirements and of the cut and paint the cut with a tree-pruning compound as corrective action required. This notice, when delivered to directed by the Contracting Officer. the Contractor or the Contractor’s representative at the (c) The Contractor shall protect from damage all existing site of the work, shall be deemed sufficient notice of the improvements and utilities (1) at or near the work site and noncompliance and corrective action required. After (2) on adjacent property of a third party, the locations of receiving the notice, the Contractor shall immediately which are made known to or should be known by the take corrective action. If the Contractor fails or refuses to Contractor. Prior to disturbing the ground at the take corrective action promptly, the Contracting Officer construction site, the Contractor shall ensure that all may issue an order stopping all or part of the work until underground utility lines are clearly marked. satisfactory corrective action has been taken. The (d) The Contractor shall shore up, brace, underpin, secure, Contractor shall not base any claim or request for and protect as necessary all foundations and other parts equitable adjustment for additional time or money on any of existing structures adjacent to, adjoining, and in the stop order issued under these circumstances. vicinity of the site, which may be affected by the (e) The Contractor shall be responsible for its subcontractors’ excavations or other operations connected with the compliance with the provisions of this clause. The construction of the project.

Contractor shall take such action with respect to any (e) Any equipment temporarily removed as a result of work subcontract as the PHA, the Secretary of Housing and under this contract shall be protected, cleaned, and Urban Development, or the Secretary of Labor shall replaced in the same condition as at the time of award of direct as a means of enforcing such provisions. this contract.

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(f) New work which connects to existing work shall The contactor shall comply with the Clean Air Act, as correspond in all respects with that to which it connects amended, 42 USC 7401 et seq., the Federal Water and/or be similar to existing work unless otherwise Pollution Control Water Act, as amended, 33 U.S.C. 1251 required by the specifications. et seq., and standards issued pursuant thereto in the (g) No structural members shall be altered or in any way facilities in which this contract is to be performed. weakened without the written authorization of the
Contracting Officer, unless such work is clearly specified 19. Energy Efficiency in the plans or specifications.
(h) If the removal of the existing work exposes discolored or The Contractor shall comply with mandatory standards unfinished surfaces, or work out of alignment, such and policies relating to energy efficiency which are surfaces shall be refinished, or the material replaced as contained in the energy conservation plan issued in necessary to make the continuous work uniform and compliance with the Energy Policy and Conservation Act harmonious. This, however, shall not be construed to (Pub.L. 94-163) for the State in which the work under the require the refinishing or reconstruction of dissimilar contract is performed. finishes previously exposed, or finished surfaces in good condition, but in different planes or on different levels 20. Inspection and Acceptance of Construction when brought together by the removal of intervening work, unless such refinishing or reconstruction is (a) Definitions. As used in this clause - specified in the plans or specifications. (1) “Acceptance” means the act of an authorized (i) The Contractor shall give all required notices to any representative of the PHA by which the PHA approves adjoining or adjacent property owner or other party before and assumes ownership of the work performed under this the commencement of any work. contract. Acceptance may be partial or complete. (j) The Contractor shall indemnify and save harmless the (2) “Inspection” means examining and testing the work PHA from any damages on account of settlement or the performed under the contract (including, when loss of lateral support of adjoining property, any damages appropriate, raw materials, equipment, components, and from changes in topography affecting drainage, and from intermediate assemblies) to determine whether it all loss or expense and all damages for which the PHA conforms to contract requirements. may become liable in consequence of such injury or (3) “Testing” means that element of inspection that damage to adjoining and adjacent structures and their determines the properties or elements, including premises. functional operation of materials, equipment, or their (k) The Contractor shall repair any damage to vegetation, components, by the application of established scientific structures, equipment, utilities, or improvements, principles and procedures. including those that are the property of a third party, (b) The Contractor shall maintain an adequate inspection resulting from failure to comply with the requirements of system and perform such inspections as will ensure that this contract or failure to exercise reasonable care in the work performed under the contract conforms to performing the work. If the Contractor fails or refuses to contract requirements. All work is subject to PHA repair the damage promptly, the Contracting Officer may inspection and test at all places and at all reasonable have the necessary work performed and charge the cost times before acceptance to ensure strict compliance with to the Contractor. the terms of the contract.
(c) PHA inspections and tests are for the sole benefit of the

17. Temporary Buildings and Transportation of Materials PHA and do not: (1) relieve the Contractor of responsibility for providing adequate quality control
(a) Temporary buildings (e.g., storage sheds, shops, offices, measures; (2) relieve the Contractor of responsibility for sanitary facilities) and utilities may be erected by the loss or damage of the material before acceptance; (3) Contractor only with the approval of the Contracting constitute or imply acceptance; or, (4) affect the Officer and shall be built with labor and materials continuing rights of the PHA after acceptance of the furnished by the Contractor without expense to the PHA. completed work under paragraph (j) below.

The temporary buildings and utilities shall remain the (d) The presence or absence of the PHA inspector does not property of the Contractor and shall be removed by the relieve the Contractor from any contract requirement, nor Contractor at its expense upon completion of the work. is the inspector authorized to change any term or With the written consent of the Contracting Officer, the condition of the specifications without the Contracting buildings and utilities may be abandoned and need not Officer’s written authorization. All instructions and be removed. approvals with respect to the work shall be given to the (b) The Contractor shall, as directed by the Contracting Contractor by the Contracting Officer.

Officer, use only established roadways, or use temporary (e) The Contractor shall promptly furnish, without additional roadways constructed by the Contractor when and as charge, all facilities, labor, and material reasonably authorized by the Contracting Officer. When materials are needed for performing such safe and convenient transported in prosecuting the work, vehicles shall not be inspections and tests as may be required by the loaded beyond the loading capacity recommended by the Contracting Officer. The PHA may charge to the manufacturer of the vehicle or prescribed by any federal, Contractor any additional cost of inspection or test when state, or local law or regulation. When it is necessary to work is not ready at the time specified by the Contractor cross curbs or sidewalks, the Contractor shall protect them for inspection or test, or when prior rejection makes from damage. The Contractor shall repair or pay for the reinspection or retest necessary. The PHA shall perform repair of any damaged curbs, sidewalks, or roads. all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and

18. Clean Air and Water performance tests shall be performed as described in the contract.

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(f) The PHA may conduct routine inspections of the occupied without proper remuneration therefore. If prior construction site on a daily basis. possession or use by the PHA delays the progress of the (g)The Contractor shall, without charge, replace or correct work or causes additional expense to the Contractor, an work found by the PHA not to conform to contract equitable adjustment shall be made in the contract price requirements, unless the PHA decides that it is in its or the time of completion, and the contract shall be interest to accept the work with an appropriate modified in writing accordingly. adjustment in contract price. The Contractor shall
promptly segregate and remove rejected material from 22. Warranty of Title the premises.
(h)If the Contractor does not promptly replace or correct The Contractor warrants good title to all materials, rejected work, the PHA may (1) by contract or otherwise, supplies, and equipment incorporated in the work and replace or correct the work and charge the cost to the agrees to deliver the premises together with all Contractor, or (2) terminate for default the Contractor’s improvements thereon free from any claims, liens or right to proceed. charges, and agrees further that neither it nor any other (i) If any work requiring inspection is covered up without ap- person, firm or corporation shall have any right to a lien proval of the PHA, it must, if requested by the Contracting upon the premises or anything appurtenant thereto.

Officer, be uncovered at the expense of the Contractor. If at any time before final acceptance of the entire work, the 23. Warranty of Construction PHA considers it necessary or advisable, to examine work already completed by removing or tearing it out, the (a) In addition to any other warranties in this contract, the Contractor, shall on request, promptly furnish all Contractor warrants, except as provided in paragraph (j) necessary facilities, labor, and material. If such work is of this clause, that work performed under this contract found to be defective or nonconforming in any material conforms to the contract requirements and is free of any respect due to the fault of the Contractor or its defect in equipment, material, or workmanship performed subcontractors, the Contractor shall defray all the by the Contractor or any subcontractor or supplier at any expenses of the examination and of satisfactory tier. This warranty shall continue for a period of __________ reconstruction. If, however, such work is found to meet (one year unless otherwise indicated) from the date of final the requirements of the contract, the Contracting Officer acceptance of the work. If the PHA takes possession of shall make an equitable adjustment to cover the cost of any part of the work before final acceptance, this warranty the examination and reconstruction, including, if shall continue for a period of (one year unless otherwise completion of the work was thereby delayed, an indicated) from the date that the PHA takes extension of time. possession.
(j) The Contractor shall notify the Contracting Officer, in (b) The Contractor shall remedy, at the Contractor’s writing, as to the date when in its opinion all or a expense, any failure to conform, or any defect. In designated portion of the work will be substantially addition, the Contractor shall remedy, at the Contractor’s completed and ready for inspection. If the Architect expense, any damage to PHA-owned or controlled real or determines that the state of preparedness is as personal property when the damage is the result of— represented, the PHA will promptly arrange for the (1) The Contractor’s failure to conform to contract requireinspection. Unless otherwise specified in the contract, the merits; or PHA shall accept, as soon as practicable after completion (2) Any defects of equipment, material, workmanship or and inspection, all work required by the contract or that design furnished by the Contractor. portion of the work the Contracting Officer determines and (c) The Contractor shall restore any work damaged in designates can be accepted separately. Acceptance shall fulfilling the terms and conditions of this clause. The be final and conclusive except for latent defects, fraud, Contractor’s warranty with respect to work repaired or gross mistakes amounting to fraud, or the PHA’s right replaced will run for (one year unless otherwise indicated) under any warranty or guarantee. from the date of repair or replacement. (d) The Contracting Officer shall notify the Contractor, in

21. Use and Possession Prior to Completion writing, within a reasonable time after the discovery of any failure, defect or damage.
(a)The PHA shall have the right to take possession of or use (e) If the Contractor fails to remedy any failure, defect, or any completed or partially completed part of the work. damage within a reasonable time after receipt of notice, Before taking possession of or using any work, the the PHA shall have the right to replace, repair or Contracting Officer shall furnish the Contractor a list of otherwise remedy the failure, defect, or damage at the items of work remaining to be performed or corrected on Contractor’s expense. those portions of the work that the PHA intends to take (f) With respect to all warranties, express or implied, from possession of or use. However, failure of the Contracting subcontractors, manufacturers, or suppliers for work Officer to list any item of work shall not relieve the performed and materials furnished under this contract, Contractor of responsibility for complying with the terms of the Contractor shall:
the contract. The PHA’s possession or use shall not be (1) Obtain all warranties that would be given in normal deemed an acceptance of any work under the contract. commercial practice; (b)While the PHA has such possession or use, the (2) Require all warranties to be executed in writing, for the Contractor shall be relieved of the responsibility for (1) the benefit of the PHA; and, loss of or damage to the work resulting from the PHA’s (3) Enforce all warranties for the benefit of the PHA. possession or use, notwithstanding the terms of the (g) In the event the Contractor’s warranty under paragraph clause entitled Permits and Codes herein; (2) all (a) of this clause has expired, the PHA may bring suit at maintenance costs on the areas occupied; and, (3) its own expense to enforce a subcontractor’s, furnishing heat, light, power, and water used in the areas manufacturer’s or supplier’s warranty.

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Administrative Requirements
(h) Unless a defect is caused by the negligence of the basis for determining progress payments. The breakdown Contractor or subcontractor or supplier at any tier, the shall be approved by the Contracting Officer and must be Contractor shall not be liable for the repair of any defect of acceptable to HUD. If the contract covers more than one material or design furnished by the PHA nor for the repair project, the Contractor shall furnish a separate of any damage that results from any defect in PHA breakdown for each. The values and quantities employed furnished material or design. in making up this breakdown are for determining the (i) Notwithstanding any provisions herein to the contrary, the amount of progress payments and shall not be construed establishment of the time periods in paragraphs (a) and as a basis for additions to or deductions from the contract (c) above relate only to the specific obligation of the price. The Contractor shall prorate its overhead and profit Contractor to correct the work, and have no relationship over the construction period of the contract. to the time within which its obligation to comply with the (d) The Contractor shall submit, on forms provided by the contract may be sought to be enforced, nor to the time PHA, periodic estimates showing the value of the work within which proceedings may be commenced to performed during each period based upon the approved establish the Contractor’s liability with respect to its obligation other than specifically to correct the work. submitted not later than ___________ days in advance of (j) This warranty shall not limit the PHA’s rights under the the date set for payment and are subject to correction and Inspection and Acceptance of Construction clause of this revision as required. The estimates must be approved by contract with respect to latent defects, gross mistakes or the Contracting Officer with the concurrence of the fraud. Architect prior to payment. If the contract covers more than one project, the Contractor shall furnish a

24. Prohibition Against Liens separate progress payment estimate for each. (e) Along with each request for progress payments and the The Contractor is prohibited from placing a lien on the required estimates, the Contractor shall furnish the PHA’s property. This prohibition shall apply to all following certification, or payment shall not be made: I subcontractors at any tier and all materials suppliers. hereby certify, to the best of my knowledge and belief, that:
(1) The amounts requested are only for performance in
accordance with the specifications, terms, and

25. Contract Period conditions of the contract;
(2) Payments to subcontractors and suppliers have been
made from previous payments received under the
this contract within calendar days of the contract, and timely payments will be made from the effective date of the contract, or within the time schedule proceeds of the payment covered by this certification, established in the notice to proceed issued by the in accordance with subcontract agreements; and, Contracting Officer. (3) This request for progress payments does not include any amounts which the prime contractor intends to

26. Order of Provisions withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the
In the event of a conflict between these General subcontract.

Conditions and the Specifications, the General
Conditions shall prevail. In the event of a conflict between the contract and any applicable state or local law or Name:
regulation, the state or local law or regulation shall
prevail; provided that such state or local law or regulation does not conflict with, or is less restrictive than applicable Title:
federal law, regulation, or Executive Order. In the event of such a conflict, applicable federal law, regulation, and Executive Order shall prevail. Date:

27. Payments (f) Except as otherwise provided in State law, the PHA shall retain ten (10) percent of the amount of progress
(a) The PHA shall pay the Contractor the price as provided in payments until completion and acceptance of all work this contract. under the contract; except, that if upon completion of 50 (b) The PHA shall make progress payments approximately percent of the work, the Contracting Officer, after every 30 days as the work proceeds, on estimates of consulting with the Architect, determines that the work accomplished which meets the standards of quality Contractor’s performance and progress are satisfactory, established under the contract, as approved by the the PHA may make the remaining payments in full for the Contracting Officer. The PHA may, subject to written work subsequently completed. If the Contracting Officer determination and approval of the Contracting Officer, subsequently determines that the Contractor’s make more frequent payments to contractors which are performance and progress are unsatisfactory, the PHA qualified small businesses. shall reinstate the ten (10) percent (or other percentage (c) Before the first progress payment under this contract, the as provided in State law) retainage until such time as the Contractor shall furnish, in such detail as requested by Contracting Officer determines that performance and the Contracting Officer, a breakdown of the total contract progress are satisfactory. price showing the amount included therein for each (g) The Contracting Officer may authorize material delivered principal category of the work, which shall substantiate on the site and preparatory work done to be taken into the payment amount requested in order to provide a consideration when computing progress payments.

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Material delivered to the Contractor at locations other than responsibilities of the parties (e.g., change in the PHA the site may also be taken into consideration if the address). All other contract modifications shall be in the Contractor furnishes satisfactory evidence that (1) it has form of supplemental agreements signed by the acquired title to such material; (2) the material is properly Contractor and the Contracting Officer. stored in a bonded warehouse, storage yard, or similar (c) When a proposed modification requires the approval of suitable place as may be approved by the Contracting HUD prior to its issuance (e.g., a change order that Officer; (3) the material is insured to cover its full value; exceeds the PHA’s approved threshold), such and (4) the material will be used to perform this contract. modification shall not be effective until the required Before any progress payment which includes delivered approval is received by the PHA. material is made, the Contractor shall furnish such
documentation as the Contracting Officer may require to 29. Changes assure the protection of the PHA’s interest in such
materials. The Contractor shall remain responsible for (a) The Contracting Officer may, at any time, without notice such stored material notwithstanding the transfer of title to the sureties, by written order designated or indicated to the PHA. to be a change order, make changes in the work within (h)All material and work covered by progress payments the general scope of the contract including changes:
made shall, at the time of payment become the sole (1) In the specifications (including drawings and designs); property of the PHA, but this shall not be construed as (1) (2) In the method or manner of performance of the work; relieving the Contractor from the sole responsibility for all (3) PHA-furnished facilities, equipment, materials, material and work upon which payments have been made services, or site; or, or the restoration of any damaged work; or, (2) waiving the (4) Directing the acceleration in the performance of the right of the PHA to require the fulfillment of all of the terms work. of the contract. In the event the work of the Contractor has (b) Any other written order or oral order (which, as used in been damaged by other contractors or persons other than this paragraph (b), includes direction, instruction, employees of the PHA in the course of their employment, interpretation, or determination) from the Contracting the Contractor shall restore such damaged work without Officer that causes a change shall be treated as a cost to the PHA and to seek redress for its damage only change order under this clause; provided, that the from those who directly Contractor gives the Contracting Officer written notice caused it. stating (1) the date, circumstances and source of the (i) The PHA shall make the final payment due the Contractor order and (2) that the Contractor regards the order as a under this contract after (1) completion and final change order. acceptance of all work; and (2) presentation of release of (c) Except as provided in this clause, no order, statement or all claims against the PHA arising by virtue of this contract, conduct of the Contracting Officer shall be treated as a other than claims, in stated amounts, that the Contractor change under this clause or entitle the Contractor to an has specifically excepted from the operation of the release. equitable adjustment.

Each such exception shall embrace no more than one (d) If any change under this clause causes an increase or claim, the basis and scope of which shall be clearly decrease in the Contractor’s cost of, or the time required defined. The amounts for such excepted claims shall not for the performance of any part of the work under this be included in the request for final payment. A release may contract, whether or not changed by any such order, the also be required of the assignee if the Contractor’s claim to Contracting Officer shall make an equitable adjustment amounts payable under this contract and modify the contract in writing. However, except for a has been assigned. adjustment based on defective specifications, no proposal (j) Prior to making any payment, the Contracting Officer may for any change under paragraph (b) above shall be require the Contractor to furnish receipts or other allowed for any costs incurred more than 20 days (5 days evidence of payment from all persons performing work for oral orders) before the Contractor gives written notice and supplying material to the Contractor, if the as required. In the case of defective specifications for Contracting Officer determines such evidence is which the PHA is responsible, the equitable adjustment necessary to substantiate claimed costs. shall include any increased cost reasonably incurred by (k) The PHA shall not; (1) determine or adjust any claims for the Contractor in attempting to comply with payment or disputes arising there under between the the defective specifications.

Contractor and its subcontractors or material suppliers; (e) The Contractor must assert its right to an adjustment or, (2) withhold any moneys for the protection of the under this clause within 30 days after (1) receipt of a subcontractors or material suppliers. The failure or written change order under paragraph (a) of this clause, refusal of the PHA to withhold moneys from the or (2) the furnishing of a written notice under paragraph Contractor shall in nowise impair the obligations of any (b) of this clause, by submitting a written statement surety or sureties under any bonds furnished under this describing the general nature and the amount of the contract. proposal. If the facts justify it, the Contracting Officer may extend the period for submission. The proposal may be

28. Contract Modifications included in the notice required under paragraph (b) above. No proposal by the Contractor for an equitable
(a)Only the Contracting Officer has authority to modify any adjustment shall be allowed if asserted after final term or condition of this contract. Any contract payment under this contract. modification shall be authorized in writing. (f) The Contractor’s written proposal for equitable (b)The Contracting Officer may modify the contract adjustment shall be submitted in the form of a lump sum unilaterally (1) pursuant to a specific authorization stated proposal supported with an itemized breakdown of all in a contract clause (e.g., Changes); or (2) for increases and decreases in the contract in at least the administrative matters which do not change the rights or following details:

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(1) Direct Costs. Materials (list individual items, the been so suspended, delayed, or interrupted by any other quantity and unit cost of each, and the aggregate cause, including the fault or negligence of the Contractor cost); Transportation and delivery costs associated or for which any equitable adjustment is provided for or with materials; Labor breakdowns by hours or unit excluded under any other provision of this contract. costs (identified with specific work to be performed); (c) A claim under this clause shall not be allowed (1) for any Construction equipment exclusively necessary for the costs incurred more than 20 days before the Contractor change; Costs of preparation and/ or revision to shop shall have notified the Contracting Officer in writing of drawings resulting from the change; Worker’s the act or failure to act involved (but this requirement Compensation and Public Liability Insurance; shall not apply as to a claim resulting from a suspension Employment taxes under FICA and FUTA; and, Bond order); and, (2) unless the claim, in an amount stated, is Costs when size of change warrants revision. asserted in writing as soon as practicable after the (2) Indirect Costs. Indirect costs may include overhead, termination of the suspension, delay, or interruption, but general and administrative expenses, and fringe not later than the date of final payment under the benefits not normally treated as direct costs. contract. (3) Profit. The amount of profit shall be negotiated and may vary according to the nature, extent, and 31. Disputes complexity of the work required by the change. The
allowability of the direct and indirect costs shall be (a) “Claim,” as used in this clause, means a written demand determined in accordance with the Contract Cost or written assertion by one of the contracting parties Principles and Procedures for Commercial Firms in Part seeking, as a matter of right, the payment of money in a 31 of the Federal Acquisition Regulation (48 CFR 1-31), sum certain, the adjustment or interpretation of contract as implemented by HUD Handbook 2210.18, in effect on terms, or other relief arising under or relating to the the date of this contract. The Contractor shall not be contract. A claim arising under the contract, unlike a allowed a profit on the profit received by any claim relating to the contract, is a claim that can be subcontractor. Equitable adjustments for deleted work resolved under a contract clause that provides for the shall include a credit for profit and may include a credit for relief sought by the claimant. A voucher, invoice, or other indirect costs. On proposals covering both increases and routine request for payment that is not in dispute when decreases in the amount of the contract, the application of submitted is not a claim. The submission may be indirect costs and profit shall be on the net-change in converted to a claim by complying with the requirements direct costs for the Contractor or subcontractor of this clause, if it is disputed either as to liability or performing the work. amount or is not acted upon in a reasonable time. (g)The Contractor shall include in the proposal its request (b) Except for disputes arising under the clauses entitled for time extension (if any), and shall include sufficient Labor Standards - Davis Bacon and Related Acts, herein, information and dates to demonstrate whether and to all disputes arising under or relating to this contract, what extent the change will delay the completion of the including any claims for damages for the alleged breach contract in its entirety. thereof which are not disposed of by agreement, shall be (h)The Contracting Officer shall act on proposals within 30 resolved under this clause. days after their receipt, or notify the Contractor of the (c) All claims by the Contractor shall be made in writing and date when such action will be taken. submitted to the Contracting Officer for a written decision. (i) Failure to reach an agreement on any proposal shall be a A claim by the PHA against the Contractor shall be dispute under the clause entitled Disputes herein. subject to a written decision by the Contracting Officer.

Nothing in this clause, however, shall excuse the (d) The Contracting Officer shall, within 60 (unless otherwise Contractor from proceeding with the contract as changed. indicated) days after receipt of the request, decide the (j) Except in an emergency endangering life or property, no claim or notify the Contractor of the date by which the change shall be made by the Contractor without a prior decision will be made. order from the Contracting Officer. (e) The Contracting Officer’s decision shall be final unless the Contractor (1) appeals in writing to a higher level in

30. Suspension of Work the PHA in accordance with the PHA’s policy and procedures, (2) refers the appeal to an independent
(a)The Contracting Officer may order the Contractor in mediator or arbitrator, or (3) files suit in a court of writing to suspend, delay, or interrupt all or any part of the competent jurisdiction. Such appeal must be made within work of this contract for the period of time that the (30 unless otherwise indicated) days after receipt of the Contracting Officer determines appropriate for the Contracting Officer’s decision. convenience of the PHA. (f) The Contractor shall proceed diligently with performance (b)If the performance of all or any part of the work is, for an of this contract, pending final resolution of any request for unreasonable period of time, suspended, delayed, or relief, claim, appeal, or action arising under or relating to interrupted (1) by an act of the Contracting Officer in the the contract, and comply with any decision of the administration of this contract, or (2) by the Contracting Contracting Officer.

Officer’s failure to act within the time specified (or within a reasonable time if not specified) in this contract an 32. Default adjustment shall be made for any increase in the cost of performance of the contract (excluding profit) necessarily (a) If the Contractor refuses or fails to prosecute the work, or caused by such unreasonable suspension, delay, or any separable part thereof, with the diligence that will interruption and the contract modified in writing insure its completion within the time specified in this accordingly. However, no adjustment shall be made contract, or any extension thereof, or fails to complete under this clause for any suspension, delay, or said work within this time, the Contracting Officer may, by interruption to the extent that performance would have written notice to the Contractor, terminate the right to Previous editions are obsolete Page 11 of 19 form HUD-5370 (1/2014) Replaces form HUD-5370-A
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proceed with the work (or separable part of the work) that completion of the work together with any increased costs has been delayed. In this event, the PHA may take over occasioned the PHA in completing the work. the work and complete it, by contract or otherwise, and (c) If the PHA does not terminate the Contractor’s right to may take possession of and use any materials, proceed, the resulting damage will consist of liquidated equipment, and plant on the work site necessary for damages until the work is completed or accepted. completing the work. The Contractor and its sureties shall be liable for any damage to the PHA resulting from the 34. Termination for Convenience Contractor’s refusal or failure to complete the work within the specified time, whether or not the Contractor’s right to (a) The Contracting Officer may terminate this contract in proceed with the work is terminated. This liability includes whole, or in part, whenever the Contracting Officer any increased costs incurred by the PHA in completing determines that such termination is in the best interest of the work. the PHA. Any such termination shall be effected by (b) The Contractor’s right to proceed shall not be terminated delivery to the Contractor of a Notice of Termination or the Contractor charged with damages under this specifying the extent to which the performance of the clause if— work under the contract is terminated, and the date upon (1) The delay in completing the work arises from which such termination becomes effective. unforeseeable causes beyond the control and without (b) If the performance of the work is terminated, either in the fault or negligence of the Contractor. Examples of whole or in part, the PHA shall be liable to the Contractor such causes include (i) acts of God, or of the public for reasonable and proper costs resulting from such enemy, (ii) acts of the PHA or other governmental termination upon the receipt by the PHA of a properly entity in either its sovereign or contractual capacity, presented claim setting out in detail: (1) the total cost of (iii) acts of another contractor in the performance of a the work performed to date of termination less the total contract with the PHA, (iv) fires, (v) floods, (vi) amount of contract payments made to the Contractor; (2) epidemics, (vii) quarantine restrictions, (viii) strikes, the cost (including reasonable profit) of settling and (ix) freight embargoes, (x) unusually severe weather, paying claims under subcontracts and material orders for or (xi) delays of subcontractors or suppliers at any tier work performed and materials and supplies delivered to arising from unforeseeable causes beyond the control the site, payment for which has not been made by the and without the fault or negligence of both the PHA to the Contractor or by the Contractor to the Contractor and the subcontractors or suppliers; and subcontractor or supplier; (3) the cost of preserving and (2) The Contractor, within days (10 days unless otherwise protecting the work already performed until the PHA or indicated) from the beginning of such delay (unless assignee takes possession thereof or assumes extended by the Contracting Officer) notifies the responsibility therefore; (4) the actual or estimated cost of Contracting Officer in writing of the causes of delay. legal and accounting services reasonably necessary to The Contracting Officer shall ascertain the facts and prepare and present the termination claim to the PHA; the extent of the delay. If, in the judgment of the and (5) an amount constituting a reasonable profit on the Contracting Officer, the findings of fact warrant such value of the work performed by the Contractor. action, time for completing the work shall be extended (c) The Contracting Officer will act on the Contractor’s claim by written modification to the contract. The findings of within days (60 days unless otherwise indicated) of the Contracting Officer shall be reduced to a written receipt of the Contractor’s claim. decision which shall be subject to the provisions of (d) Any disputes with regard to this clause are expressly the Disputes clause of this contract. made subject to the provisions of the Disputes clause of (c) If, after termination of the Contractor’s right to proceed, it this contract. is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations 35. Assignment of Contract of the parties will be the same as if the termination had been for convenience of the PHA. The Contractor shall not assign or transfer any interest in this contract; except that claims for monies due or to

33. Liquidated Damages become due from the PHA under the contract may be assigned to a bank, trust company, or other financial
(a) If the Contractor fails to complete the work within the time institution. Such assignments of claims shall only be specified in the contract, or any extension, as specified in made with the written concurrence of the Contracting the clause entitled Default of this contract, the Contractor Officer. If the Contractor is a partnership, this contract shall pay to the PHA as liquidated damages, the sum of shall inure to the benefit of the surviving or remaining $ ____________ Contracting Officer insert amount] for member(s) of such partnership as approved by the each day of delay. If different completion dates are Contracting Officer. specified in the contract for separate parts or stages of the work, the amount of liquidated damages shall be 36. Insurance assessed on those parts or stages which are delayed. To the extent that the Contractor’s delay or nonperformance (a) Before commencing work, the Contractor and each is excused under another clause in this contract, subcontractor shall furnish the PHA with certificates of liquidated damages shall not be due the PHA. The insurance showing the following insurance is in force and Contractor remains liable for damages caused other than will insure all operations under the Contract:
by delay. (1) Workers’ Compensation, in accordance with state or (b) If the PHA terminates the Contractor’s right to proceed, Territorial Workers’ Compensation laws. the resulting damage will consist of liquidated damages (2) Commercial General Liability with a combined single until such reasonable time as may be required for final limit for bodily injury and property damage of not less than $ __________ [Contracting Officer insert amount]
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per occurrence to protect the Contractor and each (2) “Subcontractor” means any supplier, vendor, or firm subcontractor against claims for bodily injury or death that furnishes supplies, materials, equipment, or and damage to the property of others. This shall cover services to or for the Contractor or another the use of all equipment, hoists, and vehicles subcontractor. on the site(s) not covered by Automobile Liability (b) The Contractor shall not enter into any subcontract with under (3) below. If the Contractor has a "claims made” any subcontractor who has been temporarily denied policy, then the following additional requirements participation in a HUD program or who has been apply: the policy must provide a “retroactive date” suspended or debarred from participating in contracting which must be on or before the programs by any agency of the United States execution date of the Contract; and the extended Government or of the state in which the work under this reporting period may not be less than five years contract is to be performed. following the completion date of the Contract. (c) The Contractor shall be as fully responsible for the acts or (3) Automobile Liability on owned and non -owned motor omissions of its subcontractors, and of persons either vehicles used on the site(s) or in connection therewith directly or indirectly employed by them as for the acts or for a combined single limit for bodily injury and omissions of persons directly employed by the property damage of not less than $ ______________________________Contractor. [Contracting Officer insert amount] per occurrence. (d) The Contractor shall insert appropriate clauses in all (b) Before commencing work, the Contractor shall furnish the subcontracts to bind subcontractors to the terms and PHA with a certificate of insurance evidencing that conditions of this contract insofar as they are applicable Builder’s Risk (fire and extended coverage) Insurance on to the work of subcontractors. all work in place and/or materials stored at the building (e) Nothing contained in this contract shall create any site(s), including foundations and building equipment, is contractual relationship between any subcontractor and in force. The Builder’s Risk Insurance shall be for the the PHA or between the subcontractor and HUD. benefit of the Contractor and the PHA as their interests may appear and each shall be named in the policy or 38. Subcontracting with Small and Minority Firms, policies as an insured. The Contractor in installing Women’s Business Enterprise, and Labor Surplus equipment supplied by the PHA shall carry insurance on Area Firms such equipment from the time the Contractor takes
possession thereof until the Contract work is accepted by The Contractor shall take the following steps to ensure the PHA. The Builder’s Risk Insurance need not be that, whenever possible, subcontracts are awarded to carried on excavations, piers, footings, or foundations small business firms, minority firms, women’s business until such time as work on the superstructure is started. It enterprises, and labor surplus area firms:
need not be carried on landscape work. Policies shall
furnish coverage at all times for the full cash value of all completed construction, as well as materials in place
and/or stored at the site(s), whether or not partial
payment has been made by the PHA. The Contractor
may terminate this insurance on buildings as of the date taken over for occupancy by the PHA. The Contractor is
not required to carry Builder’s Risk Insurance for
modernization work which does not involve structural
alterations or additions and where the PHA’s existing fire and extended coverage policy can be endorsed to
include such work.
(c) All insurance shall be carried with companies which are financially responsible and admitted to do business in the State in which the project is located. If any such
insurance is due to expire during the construction period, the Contractor (including subcontractors, as applicable) shall not permit the coverage to lapse and shall furnish evidence of coverage to the Contracting Officer. All
certificates of insurance, as evidence of coverage, shall provide that no coverage may be canceled or nonrenewed by the insurance company until at least 30 days prior written notice has been given to the Contracting
Officer.

37. Subcontracts
(a) Definitions. As used in this contract -
(1) “Subcontract” means any contract, purchase order, or other purchase agreement, including modifications and
change orders to the foregoing, entered into by a
subcontractor to furnish supplies, materials,
equipment, and services for the performance of the
prime contract or a subcontract.
(a) Placing qualified small and minority businesses and women’s business enterprises on solicitation lists;
(b) Ensuring that small and minority businesses and
women’s business enterprises are solicited whenever they are potential sources;
(c) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum
participation by small and minority businesses and women’s business enterprises;
(d) Establishing delivery schedules, where the requirements of the contract permit, which encourage participation by small and minority businesses and women’s business enterprises; and
(e) Using the services and assistance of the U.S. Small Business Administration, the Minority Business
Development Agency of the U.S. Department of
Commerce, and State and local governmental small
business agencies.

39. Equal Employment Opportunity
During the performance of this contract, the Contractor/ Seller agrees as follows:
(a) The Contractor/Seller shall not discriminate against any employee or applicant for employment because of of race color, religion, sex, sexual orientation, gender identity, disability, or national origin.
(b) The Contractor/Seller shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, disability, or national origin. Such action shall
include, but not be limited to, (1) employment, (2) upgrading demotion, (4) transfer, (5) recruitment or
recruitment advertising, (6) layoff or termination, (7) rates of pay or other forms of compensation, and (8)
selection for training,including apprenticeship
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(c) The Contractor/Seller agrees to post in conspicuous places available to employees and applicants for employment the notices to be provided by the Contracting Officer setting forth the provisions of this nondiscrimination clause.
(d) The Contractor/Seller shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor/Seller, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin.
(e) The Contractor/Seller shall send, to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, the notice to be provided by the Contracting Officer advising the labor union or workers’ representative of the Contractor’s commitments under this clause, and post copies of the notice in conspicuous places available to employees and applicants for employment.
(f) The Contractor/Seller shall comply with Executive Order 11246, as amended, and the rules, regulations, and orders of the Secretary of Labor.
(g) The Contractor/Seller shall furnish all information and reports required by Executive Order 11246, as amended, Section 503 of the Rehabilitation Act of 1973, as amended, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto. The Contractor/Seller shall permit
access to its books, records, and accounts by the
Secretary of Labor for purposes of investigation to
ascertain compliance with such rules, regulations, and
orders.
(h) In the event of a that the Contractor/Seller is in noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the
contractor/seller may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.
(i)The contractor/seller will include the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each sub[contractor/seller] or vendor. The [contractor/seller] will take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a means of enforcing such provisions in cluding sanctions for noncompliance: Provided, however, that in the event the [contractor/seller] becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction, the [contractor/seller] may request the United States to enter into such litigation to protect the interests of the United States.
(j) Compliance with the requirements of this clause shall be to the maximum extent consistent with, but not in
derogation of, compliance with section 7(b) of the Indian Self-Determination and Education Assistance Act and the Indian Preference clause of this contract.

40. Employment, Training, and Contracting
Opportunities for Low-Income Persons, Section 3 of the
Housing and Urban Development Act of 1968.
(a) The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban
Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.
(b) The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 75, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 75 regulations.
(c) The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers'
representative of the contractor's commitments under this section 3 clause and will post copies of the notice in
conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 prioritization requirements and shall state the minimum percentages of labor hour requirements established in the Benchmark Notice (FR6085-N-04). (d) The contractor agrees to include this section 3 clause in every subcontract subject to compliance with regulations in 24 CFR Part 75, and agrees to take appropriate action, as
provided in an applicable provision of the subcontract or in this section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR Part 75. The contractor will not subcontract with any subcontractor where the
contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR Part 75. (e) Noncompliance with HUD's regulations in 24 CFR Part 75 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted
contracts.
(f) Contracts, subcontracts, grants, or subgrants subject to Section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 5307(b)) or subject to tribal preference requirements as authorized under 101(k) of the Native American Housing Assistance and Self-Determination Act (25 U.S.C. 4111(k)) must provide preferences in
employment, training, and business opportunities to Indians and Indian organizations, and are therefore not subject to the requirements of 24 CFR Part 75.

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41. Interest of Members of Congress (a) The PHA, HUD, or Comptroller General of the United States, or any of their duly authorized representatives No member of or delegate to the Congress of the United shall, until 3 years after final payment under this contract, States of America shall be admitted to any share or part of have access to and the right to examine any of the this contract or to any benefit that may arise therefrom. Contractor’s directly pertinent books, documents, papers, or other records involving transactions related to this

42. Interest of Members, Officers, or Employees and contract for the purpose of making audit, examination, Former Members, Officers, or Employees excerpts, and transcriptions. (b) The Contractor agrees to include in first-tier subcontracts No member, officer, or employee of the PHA, no member under this contract a clause substantially the same as of the governing body of the locality in which the project paragraph (a) above. “Subcontract,” as used in this is situated, no member of the governing body of the clause, excludes purchase orders not exceeding locality in which the PHA was activated, and no other $10,000. public official of such locality or localities who exercises (c) The periods of access and examination in paragraphs (a) any functions or responsibilities with respect to the and (b) above for records relating to (1) appeals under the project, shall, during his or her tenure, or for one year Disputes clause of this contract, (2) litigation or settlement thereafter, have any interest, direct or indirect, in this of claims arising from the performance of this contract, or contract or the proceeds thereof. (3) costs and expenses of this contract to which the PHA, HUD, or Comptroller General or any of their duly

43. Limitations on Payments made to Influence Certain authorized representatives has taken exception shall Federal Financial Transactions continue until disposition of such appeals, litigation, claims, or exceptions.
(a) The Contractor agrees to comply with Section 1352 of Title 31, United States Code which prohibits the use of 46. Labor Standards - Davis-Bacon and Related Acts Federal appropriated funds to pay any person for
influencing or attempting to influence an officer or If the total amount of this contract exceeds $2,000, the employee of any agency, a Member of Congress, and Federal labor standards set forth in the clause below shall officer or employee of Congress, or an employee of a apply to the development or construction work to be Member of Congress in connection with any of the performed under the contract. following covered Federal actions: the awarding of any (a) Minimum Wages.

Federal contract; the making of any Federal grant; the (1) All laborers and mechanics employed under this making of any Federal loan; the entering into of any contract in the development or construction of the cooperative agreement; or the modification of any project(s) involved will be paid unconditionally and not Federal contract, grant, loan, or cooperative agreement. less often than once a week, and without subsequent (b) The Contractor further agrees to comply with the deduction or rebate on any account (except such payroll requirement of the Act to furnish a disclosure (OMB deductions as are permitted by regulations issued by the Standard Form LLL, Disclosure of Lobbying Activities) if Secretary of Labor under the Copeland Act (29 CFR Part any funds other than Federal appropriated funds 3)), the full amount of wages and bona fide fringe benefits (including profit or fee received under a covered Federal (or cash equivalents thereof) due at time of payment transaction) have been paid, or will be paid, to any person computed at rates not less than those contained in the for influencing or attempting to influence an officer or wage determination of the Secretary of Labor which is employee of any agency, a Member of Congress, an attached hereto and made a part hereof, regardless of officer or employee of Congress, or an employee of a any contractual relationship which may be alleged to exist Member of Congress in connection with a Federal between the Contractor and such laborers and contract, grant, loan, or cooperative agreement. mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section

44. Royalties and Patents 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or The Contractor shall pay all royalties and license fees. It mechanics, subject to the provisions of 29 CFR shall defend all suits or claims for infringement of any 5.5(a)(1)(iv); also, regular contributions made or costs patent rights and shall save the PHA harmless from loss incurred for more than a weekly period (but not less often on account thereof; except that the PHA shall be than quarterly) under plans, funds, or programs which responsible for all such loss when a particular design, cover the regular weekly period, are deemed to be process or the product of a particular manufacturer or constructively made or incurred during such weekly manufacturers is specified and the Contractor has no period. Such laborers and mechanics shall be paid the reason to believe that the specified design, process, or appropriate wage rate and fringe benefits in the wage product is an infringement. If, however, the Contractor determination for the classification of work actually has reason to believe that any design, process or product performed, without regard to skill, except as provided in specified is an infringement of a patent, the Contractor 29 CFR 5.5(a)(4). Laborers or mechanics performing shall promptly notify the Contracting Officer. Failure to work in more than one classification may be give such notice shall make the Contractor responsible compensated at the rate specified for each classification for resultant loss. for the time actually worked therein; provided, that the employer’s payroll records accurately set forth the time

45. Examination and Retention of Contractor’s Records spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall
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be posted at all times by the Contractor and its amount of any costs reasonably anticipated in subcontractors at the site of the work in a prominent and providing bona fide fringe benefits under a plan or accessible place where it can be easily seen by the program; provided, that the Secretary of Labor has workers. found, upon the written request of the Contractor, that (2) (i) Any class of laborers or mechanics, including the applicable standards of the Davis-Bacon Act have helpers, which is not listed in the wage been met. The Secretary of Labor may require the determination and which is to be employed under Contractor to set aside in a separate account assets the contract shall be classified in conformance with for the meeting of obligations under the plan or the wage determination. HUD shall approve an program.
additional classification and wage rate and fringe (b) Withholding of funds. HUD or its designee shall, upon its benefits therefor only when all the following criteria own action or upon written request of an authorized have been met: (A) The work to be performed by representative of the Department of Labor, withhold or the classification requested is not performed by a cause to be withheld from the Contractor under this classification in the wage determination; and (B) contract or any other Federal contract with the same The classification is utilized in the area by the prime Contractor, or any other Federally-assisted construction industry; and (C) The proposed wage contract subject to Davis-Bacon prevailing wage rate, including any bona fide fringe benefits, bears requirements, which is held by the same prime a reasonable relationship to the wage rates Contractor, so much of the accrued payments or contained in the wage advances as may be considered necessary to pay determination. laborers and mechanics, including apprentices, trainees, (ii) If the Contractor and the laborers and mechanics and helpers, employed by the Contractor or any to be employed in the classification (if known), or subcontractor the full amount of wages required by the their representatives, and HUD or its designee contract. In the event of failure to pay any laborer or agree on the classification and wage rate mechanic, including any apprentice, trainee, or helper, (including the amount designated for fringe employed or working in the construction or development benefits where appropriate), a report of the action of the project, all or part of the wages required by the taken shall be sent by HUD or its designee to the contract, HUD or its designee may, after written notice to Administrator of the Wage and Hour Division, the Contractor, take such action as may be necessary to Employee Standards Administration, U.S. cause the suspension of any further payment, advance, Department of Labor, Washington, DC 20210. or guarantee of funds until such violations have ceased.

The Administrator, or an authorized HUD or its designee may, after written notice to the representative, will approve, modify, or disapprove Contractor, disburse such amounts withheld for and on every additional classification action within 30 days account of the Contractor or subcontractor to the of receipt and so advise HUD or its designee or will respective employees to whom they are due. notify HUD or its designee within the 30-day period (c) Payrolls and basic records. that additional time is necessary. (1) Payrolls and basic records relating thereto shall be (iii) In the event the Contractor, the laborers or maintained by the Contractor during the course of the mechanics to be employed in the classification or work and preserved for a period of three years their representatives, and HUD or its designee do thereafter for all laborers and mechanics working in not agree on the proposed classification and wage the construction or development of the project. Such rate (including the amount designated for fringe records shall contain the name, address, and social benefits, where appropriate), HUD or its designee security number of each such worker, his or her shall refer the questions, including the views of all correct classification, hourly rates of wages paid interested parties and the recommendation of HUD (including rates of contributions or costs anticipated or its designee, to the Administrator of the Wage for bona fide fringe benefits or cash equivalents and Hour Division for determination. The thereof of the types described in section 1(b)(2)(B) of Administrator, or an authorized representative, will the Davis-Bacon Act), daily and weekly number of issue a determination within 30 days of receipt and hours worked, deductions made, and actual wages so advise HUD or its designee or will notify HUD or paid. Whenever the Secretary of Labor has found, its designee within the 30-day period that under 29 CFR 5.5(a)(1)(iv), that the wages of any additional time is necessary. laborer or mechanic include the amount of costs (iv) The wage rate (including fringe benefits where reasonably anticipated in providing benefits under a appropriate) determined pursuant to plan or program described in section 1(b)(2)(B) of the subparagraphs (a)(2)(ii) or (iii) of this clause shall Davis-Bacon Act, the Contractor shall maintain be paid to all workers performing work in the records which show that the commitment to provide classification under this contract from the first day such benefits is enforceable, that the plan or program on which work is performed in classification. is financially responsible, and that the plan or (3) Whenever the minimum wage rate prescribed in the program has been communicated in writing to the contract for a class of laborers or mechanics includes laborers or mechanics affected, and records which a fringe benefit which is not expressed as an hourly show the costs anticipated or the actual cost incurred rate, the Contractor shall either pay the benefit as in providing such benefits. Contractors employing stated in the wage determination or shall pay another apprentices or trainees under approved programs bona fide fringe benefit or an hourly cash equivalent shall maintain written evidence of the registration of thereof. apprenticeship programs and certification of trainee (4) If the Contractor does not make payments to a trustee programs, the registration of the apprentices and or other third person, the Contractor may consider as trainees, and the ratios and wage rates prescribed in part of the wages of any laborer or mechanic the the applicable programs.

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(2) (i) The Contractor shall submit weekly for each week make such records available may be grounds for in which any contract work is performed a copy of debarment action pursuant to 29 CFR 5.12. all payrolls to the Contracting Officer for (d) (1) Apprentices. Apprentices will be permitted to work at transmission to HUD or its designee. The payrolls less than the predetermined rate for the work they submitted shall set out accurately and completely performed when they are employed pursuant to and all of the information required to be maintained individually registered in a bona fide apprenticeship under subparagraph (c)(1) of this clause. This program registered with the U.S. Department of information may be submitted in any form desired. Labor, Employment and Training Administration, Optional Form WH-347 (Federal Stock Number Office of Apprenticeship and Training, Employer and 029-005-00014-1) is available for this purpose and Labor Services (OATELS), or with a State may be purchased from the Superintendent of Apprenticeship Agency recognized by OATELS, or if a Documents, U.S. Government Printing Office, person is employed in his or her first 90 days of Washington, D.C. 20402. The Contractor is probationary employment as an apprentice in such an responsible for the submission of copies of apprenticeship program, who is not individually payrolls by all subcontractors. (Approved by the registered in the program, but who has been certified Office of Management and Budget under OMB by OATELS or a State Apprenticeship Agency (where Control Number 1214-0149.) appropriate) to be eligible for probationary (ii) Each payroll submitted shall be accompanied by a employment as an apprentice. The allowable ratio of “Statement of Compliance,” signed by the apprentices to journeymen on the job site in any craft Contractor or subcontractor or his or her agent classification shall not be greater than the ratio who pays or supervises the payment of the permitted to the Contractor as to the entire work force persons employed under the contract and shall under the registered program. Any worker listed on a certify the following: payroll at an apprentice wage rate, who is not (A) That the payroll for the payroll period contains registered or otherwise employed as stated in this the information required to be maintained paragraph, shall be paid not less than the applicable under paragraph (c) (1) of this clause and that wage rate on the wage determination for the such information is correct and complete; classification of work actually performed. In addition, (B) That each laborer or mechanic (including each any apprentice performing work on the job site in helper, apprentice, and trainee) employed on excess of the ratio permitted under the registered the contract during the payroll period has been program shall be paid not less than the applicable paid the full weekly wages earned, without wage rate on the wage determination for the work rebate, either directly or indirectly, and that no actually performed. Where a contractor is performing deductions have been made either directly or construction on a project in a locality other than that in indirectly from the full wages earned, other which its program is registered, the ratios and wage than permissible deductions as set forth in 29 rates (expressed in percentages of the journeyman’s CFR Part 3; and hourly rate) specified in the Contractor’s or (C) That each laborer or mechanic has been paid subcontractor’s registered program shall be observed. not less than the applicable wage rates and Every apprentice must be paid at not less than the rate fringe benefits or cash equivalents for the specified in the registered program for the apprentice’s classification of work performed, as specified level of progress, expressed as a percentage of the in the applicable wage determination journeyman hourly rate specified in the applicable incorporated into the contract. wage determination. Apprentices shall be paid fringe (iii) The weekly submission of a properly executed benefits in accordance with the provisions of the certification set forth on the reverse side of apprenticeship program. If the apprenticeship program Optional Form WH-347 shall satisfy the does not specify fringe benefits, apprentices must be requirements for submission of the “Statement of paid the full amount of fringe benefits listed on the Compliance” required by subparagraph (c)(2)(ii) of wage determination for the applicable classification. If this clause. the Administrator of the Wage and Hour Division (iv) The falsification of any of the above certifications determines that a different practice prevails for the may subject the Contractor or subcontractor to civil applicable apprentice classification, fringes shall be or criminal prosecution under Section 1001 of Title paid in accordance with that determination. In the 18 and Section 3729 of Title 31 of the United event OATELS, or a State Apprenticeship Agency States Code. recognized by OATELS, withdraws approval of an (3) The Contractor or subcontractor shall make the apprenticeship program, the Contractor will no longer records required under subparagraph (c)(1) available be permitted to utilize apprentices at less than the for inspection, copying, or transcription by authorized applicable predetermined rate for the work performed representatives of HUD or its designee, the until an acceptable Contracting Officer, or the Department of Labor and program is approved. shall permit such representatives to interview (2) Trainees. Except as provided in 29 CFR 5.16, employees during working hours on the job. If the trainees will not be permitted to work at less than the Contractor or subcontractor fails to submit the predetermined rate for the work performed unless they required records or to make them available, HUD or are employed pursuant to and individually registered in its designee may, after written notice to the a program which has received prior approval, Contractor, take such action as may be necessary to evidenced by formal certification by the U.S. cause the suspension of any further payment, Department of Labor, Employment and Training advance, or guarantee of funds. Furthermore, failure Administration. The ratio of trainees to journeymen on to submit the required records upon request or to the job site shall not be greater than permitted under Previous editions are obsolete Page 17 of 19 form HUD-5370 (1/2014) Replaces form HUD-5370-A
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(2) No part of this contract shall be subcontracted to any person or firm ineligible for award of a United States
Government contract by virtue of section 3(a) of the
Davis-Bacon Act or 29 CFR 5.12(a)(1).
(3) The penalty for making false statements is prescribed in the U. S. Criminal Code, 18 U.S.C. 1001.
(j) Contract Work Hours and Safety Standards Act. As used in this paragraph, the terms “laborers” and “mechanics” include watchmen and guards.
(1) Overtime requirements. No contractor or
subcontractor contracting for any part of the contract
work which may require or involve the employment of
laborers or mechanics, including watchmen and
guards, shall require or permit any such laborer or
mechanic in any workweek in which the individual is
employed on such work to work in excess of 40 hours
in such workweek unless such laborer or mechanic
receives compensation at a rate not less than one and
one-half times the basic rate of pay for all hours
worked in excess of 40 hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated
damages. In the event of any violation of the
provisions set forth in subparagraph (j)(1) of this
clause, the Contractor and any subcontractor
responsible therefor shall be liable for the unpaid
wages. In addition, such Contractor and
subcontractor shall be liable to the United States (in
the case of work done under contract for the District
of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated
damages shall be computed with respect to each
individual laborer or mechanic (including watchmen
and guards) employed in violation of the provisions
set forth in subparagraph (j)(1) of this clause, in the sum of $27 for each calendar day on which such
individual was required or permitted to work in excess
of the standard workweek of 40 hours without
payment of the overtime wages required by
provisions set forth in subparagraph (j)(1) of this
clause. DOL posts current fines at: https://www.dol.gov/whd/ govcontracts/cwhssa.htm#cmp
(3) Withholding for unpaid wages and liquidated
damages. HUD or its designee shall upon its own
action or upon written request of an authorized
representative of the Department of Labor withhold or
cause to be withheld, from any moneys payable on
account of work performed by the Contractor or
subcontractor under any such contract or any Federal
contract with the same prime Contractor, or any other
Federally-assisted contract subject to the Contract
Work Hours and Safety Standards Act, which is held
by the same prime Contractor, such sums as may be
determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages
and liquidated damages as provided in the provisions
set forth in subparagraph (j)(2) of this clause.
(k) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts all the provisions contained in this clause, and such other clauses as HUD or its designee
may by appropriate instructions require, and also a
clause requiring the subcontractors to include these
provisions in any lower tier subcontracts. The prime
Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all these provisions.
the plan approved by the Employment and Training
Administration. Every trainee must be paid at not less
than the rate specified in the approved program for the trainee’s level of progress, expressed as a percentage
of the journeyman hourly rate specified in the
applicable wage determination. Trainees shall be paid
fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not
mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed in the wage
determination unless the Administrator of the Wage
and Hour Division determines that there is an
apprenticeship program associated with the
corresponding journeyman wage rate in the wage
determination which provides for less than full fringe
benefits for apprentices. Any employee listed on the
payroll at a trainee rate who is not registered and
participating in a training plan approved by the
Employment and Training Administration shall be paid
not less than the applicable wage rate in the wage
determination for the classification of work actually
performed. In addition, any trainee performing work on
the job site in excess of the ratio permitted under the registered program shall be paid not less than the
applicable wage rate in the wage determination for the
work actually performed. In the event the Employment
and Training Administration withdraws approval of a
training program, the Contractor will no longer be
permitted to utilize trainees at less than the applicable predetermined rate for the work performed
until an acceptable program is approved.
(3) Equal employment opportunity. The utilization of
apprentices, trainees, and journeymen under this
clause shall be in conformity with the equal
employment opportunity requirements of Executive
Order 11246, as amended, and 29 CFR Part 30.
(e) Compliance with Copeland Act requirements. The
Contractor shall comply with the requirements of 29 CFR Part 3, which are hereby incorporated by reference in this contract.
(f) Contract termination; debarment. A breach of this contract clause may be grounds for termination of the contract and for debarment as a Contractor and a subcontractor as
provided in 29 CFR 5.12.
(g) Compliance with Davis-Bacon and related Act
requirements. All rulings and interpretations of the DavisBacon and related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this
contract.
(h) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this clause shall not be subject to the general disputes clause of this contract.

Such disputes shall be resolved in accordance with the
procedures of the Department of Labor set forth in 29
CFR Parts 5, 6, and 7. Disputes within the meaning of
this clause include disputes between the Contractor (or any of its subcontractors) and the PHA, HUD, the U.S.

Department of Labor, or the employees or their
representatives.
(i) Certification of eligibility.
(1) By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm
who has an interest in the Contractor’s firm is a
person or firm ineligible to be awarded contracts by
the United States Government by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).

Previous editions are obsolete
Replaces form HUD-5370-A

Page 18 of 19 ends

Oxnard City CouncilSeptember 19, 2023

Oxnard City Council
September 19, 2023