NOTICE INVITING BIDS - Chapcare...2013 cbc, cmc, cpc, cec, cfc and california green building code w/...

455 W. Montana St., Pasadena, CA 91103 | (626) 398-6300 | www.chapcare.org

NOTICE INVITING BIDS FURNISH LABOR AND MATERIALS FOR

Fair Oaks Health Center Renovation Project

NOTICE INVITING BIDS FURNISH LABOR AND MATERIALS FOR

Fair Oaks Health Center Renovation Project Interested bidders shall submit three copies of sealed bids prior to 4:00 PM, January 25, 2018 to Francisco Benavides, Chief Financial Officer, Community Health Alliance of Pasadena, 455 W. Montana Street, Pasadena, CA 91103 and will be opened at that time and place. Copies of this bid package may be obtained at Community Health Alliance of Pasadena, 455 W. Montana Street, Pasadena, CA 91103 during normal business hours, Monday through Friday. Bids will be submitted in sealed envelopes and clearly titled: Fair Oaks Health Center Renovation Project. Bidders shall refer to attached project description and architectural drawings for details. Additionally, bidders are informed this is a federally funded project. As such, bidders are directed to attachment C, Federal Requirements and Forms, for a description of such requirements and copies of forms which must be submitted with all bids.

This is a federally-assisted construction project. Federal Labor Standards Provisions outlined in the

HUD-4010 form, including the prevailing wage requirements of the Davis-Bacon and Related Acts

(DBRA) will be enforced. The “current Federal Wage Decision” is the one in effect 10-day prior to

the bid opening date and can be found on-line at http://wdol.gov. The State wage rates are

available online at http://www.dir.ca.gov/DLSR/PWD/index.htm. In the event of a conflict between

Federal and State wages rates, the higher of the two will prevail. Lower State wage rates for work

classifications not specifically included in the Federal wage decision are not acceptable.

Apprenticeship Program: Attention is directed to Sections 1777.5, 1777.6, and 1777.7 of the

California Labor Code and Title 8 of the California Administrative Code, Section 200, et seq., to

ensure compliance and complete understanding of the law regarding apprentices.

Conflict of Interest: in the procurement of supplies, equipment, construction, and services by sub-

recipients, the conflict of interest provisions in 24 CFR 85.36, OMB Circular A-110, and 24 CFR

570.611 shall apply. No employee, officer, or agent of the sub-recipient shall participate in the

selection, award, or administration of a contract supported by federal funds if a conflict of interest,

real or apparent, would be involved.

Section 3 Bid Preferences: This HUD Section 3 covered construction project is intended to create

economic opportunities for low-income residents and qualified businesses in the project area. First

preference will be given to a bidder who is a qualified Section 3 Business Concern and provides a

reasonable bid. Second preference will be given to a bidder who commits to employing income

qualified residents or to subcontracting with qualified business concerns; identifies the positions

and/or subcontractors to be hired; and provides a reasonable bid. A bid is considered reasonable

for Section 3 if the bid is found to be within the Zone of Consideration, as outlined in 24 CFR 135,

detailed in the project specifications, and explained at the pre-bid meeting.

http://wdol.gov/

http://www.dir.ca.gov/DLSR/PWD/index.htm

This bid package consist of: Attachment A: Project Description Attachment B: Architectural Drawings Attachment C: Federal Requirements and Forms Questions regarding submittal requirements may be directed to Francisco Benavides, Chief Financial Officer, Community Health Alliance of Pasadena, 626-993-1292, [email protected] Questions regarding technical project requirements or architectural drawings may be directed to Ken Lowe, Kenneth P. Lowe Associates, 949.632.4290, [email protected] Bidders must be a licensed contractor and provide proof of license.

mailto:[email protected]

mailto:[email protected]

Attachment A: Project Description

This project will convert office and storage space at the 1855 N. Fair Oaks health center into two (2) additional behavioral health counseling rooms, for a total of four (4). Further, project consists of demolition, including minor wall removal and doors to be relocated. The erection of new, non-bearing partition walls, per City of Pasadena requirements. Per the plan, supply and install new T bar ceiling and relocated existing lights. Relocate existing power, signal and HVAC ducting in the two (2) additional offices and as required. Paint all walls and replace all flooring.

Attachment B: Architectural Drawings

Hard copies of the plan may be obtained at the offices of Community Health Alliance of Pasadena, 455

W. Montana Street, Pasadena, CA 91103. Electronic version of the plan is available as a PDF file and will

provided upon request.

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NORTH FAIR OAKS AVENUE

PROPOSED2ND FLOOR

BEHAVIORALPHASE 1678 SF

CHAPCARE837 S FAIR OAKS AVENUE,

PASADENA, CA 91105Tel: 626-993-1211

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WET STAMP:

PROJECT NO:CHECKED:

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DESIGN:DATE:

SHEET NO:

BY:NO: DATE: DESCRIPTION:

CHAPCARE FAIR OAKSCDBG BEHAVIORAL CLINIC

PHASE 11855 N FAIR OAKS AVENUE,

SUITE 202PASADENA, CA 91103

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PROJECT INFORMATIONVICINITY MAP and SITE

PLAN

SITE / PLOT PLANSCALE: 3/64" = 1' - 0"

N

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONSFOR TENANT IMPROVEMENT CONSTRUCTION, LATEST EDITION, INCLUDING ANYSUPPLEMENTS; THE CITY OF MONTERY PARK SUPPLEMENTS AND MODIFICATIONS TOTHE STANDARD DRAWINGS; AND PROJECT SPECIFICATIONS FOR REMODEL

THIS PROJECT IS SUBJECT TO THE CITY OF MONTEREY PARK'S CONSTRUCTION ANDDEMOLITION WASTE MANAGEMENT ORDINANCE, MONTEREY PARK MUNICIPAL CODE.THE CONTRACTOR SHALL CONFORM TO ALL GUIDELINES AND CONSIDER ALLREQUIREMENTS PRIOR TO SUBMITTING BID FOR PROJECT THE COST TO COMPLYWITH THE CITY'S CONSTRUCTION AND DEMOLITION WASTE MANAGEMENTORDINANCE SHALL BE INCLUDED IN THE UNIT OR LUMP SUM PRICES FOR THEAPPLICABLE ITEMS OR WORK LISTED IN THE BIDDER'S PROPOSAL AND NOADDITIONAL COMPENSATION WILL BE ALLOWED. CONTACT THE CITY RECYCLINGCOORDINATOR FOR FURTHER INFORMATION AND TO REQUEST ANY ADDITIONALFORMS.

PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND AREIDENTIFIED FOR THE DEPOSING, STORAGE AND COLLECTION OF NON-HAZARDOUSMATERIALS FOR RECYCLING.

WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, SMOKING IS PROHIBITEDWITHIN 25-FT OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLEWINDOWS, AND INSIDE BUILDINGS; OR AS ENFORCED BY THE APPLICABLEENFORCING AGENCY, WHICHEVER ARE MORE STRINGENT.

MINOR SURGERIES WHERE PATIENTS ARE CAPABLE OF UNASSISTED SELFPRESERVATION SHALL OCCUR AT THIS FACILITY.

GENERAL NOTESVICINITY MAP N

SCALE: NO SCALE

1855 N FAIR OAKSAVENUE

TI REMODEL PROJECT DATA

CHAPCAREFAIR OAKS CLINIC

OWNER / REPRESENTATIVE:CITY OF PASADENA / REAL PROPERTY100 N GARFIELD AVENUE, 4TH FLOORPASADENA, CA 91109CONTACT: KELLY KITASATOPH: 626 . 744 . 7356

TENANT:CHAPCARECOMMUNITY HEALTHALLIANCE OF PASADENA837 S FAIR OAKS AVENUE, SUITE 200PASADENA, CA 91105CONTACT: FRANCISCO BENAVIDESPH: 626 . 993 . 1212

GENERAL CONTRACTOR:CSI GENERAL CONTRACTING INC.LICENSE: #B9694534195 CHINO HILLS PARKWAY, #544CHINO HILLS, CAPH: 800 . 970 . 7008

SPACE PLANNER:KENNETH P LOWE ASSOCIATESKEN LOWE, ASID32158 CAMINO CAPISTRANO, SUITE A427SAN JUAN CAPISTRANO, CA 92675PH: 626 . 993 . 1292.

SITE:AREA OF SITE: N/A ACRES

ZONING AND OCCUPANCY:1-B CONSTRUCTIONFULLY SPRINKLEREDOCCUPANCY: BZONING: FGSP-PS

PROPOSED TENANT IMPROVEMENTPROJECT OCCUPANT LOAD: 6

BUILDING SECOND FLOOR AREA:TOTAL AREA: 6,500 SF

TENANT REMODEL WORK AREAREMODEL AREA: 678 SQ. FT.

PARKING:NO CHANGES

PROJECT ADDRESS:1855 NORTH FAIR OAKS AVENUEPASADENA, CA 91103

BUILDING CODES:2013 CBC, CMC, CPC, CEC, CFC ANDCALIFORNIA GREEN BUILDING CODE W/ CITYAMENDMENTS

SHEET INDEX:A1.0 PROJECT INFORMATION/SITE PLANA1.1 GENERAL NOTESA1.2 CAL GREEN FORMA1.3 GREEN BUILDING CODEA2.0 DEMOLITION, PARTITION, RCP

AND HVAC PLANSA2.1 FLOORING, WALL COVERING,

POWER, AND SWITCHING PLANSA2.2 EMERGENCY EGRESS PLANA2.3 KEY PLANA2.4 ADA SECTIONS AND DETAILSA4.0 CONSTRUCTION DETAILS

ARCHITECT:KENNETH P. LOWE ASSOCIATESS. GLENN EICHLER, AIALICENSE# C879132158 CAMINO CAPISTRANO, SUITE A427SAN JUAN CAPISTRANO, CA 92675PH: 949. 248. 5459

PROJECT DESCRIPTION:DEMO INCLUDING MINOR WALL REMOVALAND DOOR RELOCATION. ERRECT NEWWALLS AND SOFFITS, WITH NEW T-BARCEILING. IN NEW ROOMS RELOCATEEXISTING DUCTING AND ELECTRICAL.


PASADENA, CA 91105Tel: 626-993-1211

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GENERAL NOTES

ELECTRICAL NOTES

1 POWER AND ELECTRICAL SYSTEMS SHALL CONFORM TO ALL CURRENT CODES AND ORDINANCES.

2. ELECTRICALLY OPERATED SMOKE DETECTORS SHALL BE INSTALLED IN LOCATIONS AND IN METHODS REQUIREDBY THE CITY OF SOUTH EL MONTE FIRE DEPARTMENT.

3. ALL EQUIPMENT AND MATERIALS SHALL BE LISTED, LABLED, AND INSTALLED PER RECOGNIZED ELECTRICALTSTING LABORATORY STANDARDS.

4. UNLESS NOTED OTHERWISE, ALL ELECTRICAL OUTLETS SHALL BE CENTERED AT 15" ABOVE FINISHED FLOOR.

5. ALL SWITCHES SHALL BE CENTERED AT 3'- 6" ABOVE FINISHED FLOOR.

6. WALL MOUNTED TELEPHONES AND DATA PORTS SHALL BE LOCATED WITH HIGHEST OPERABLE PART AT 54"ABOVE FINISHED FLOOR.

7. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLEEQUIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGEREQUIREMENTS OF SECTIONS 1118B.5 AND 1118.B.6.

8. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROLLIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT, SHALLBE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKINGPLATFORM. (1117B.6.5.1)

9. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATIONSYSTEM RECEPTACLES SHALL BE LOCATED NOR MORE THAN 48 INCHES MEASURED FROM THE TOP OF THERECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OFTHE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM.(1117B.6.5.2)

DOORS NOTES

1. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BEACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.MANUALLY OPERATED BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAFSHALL NOT REQUIRE MORE THAN ONE OPERATION. (1008. 1.9.1, 1008. 1.9.4, 1008. 1.9.5)

2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BEOPERATED BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, U-SHAPED HANDLES, OROTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENINGHARDWARE. (1133B.2.5.2)

3. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHESWITH THE DOOR OPEN 90 ABOVE THE FLOOR. (1133B.2.5.2)

4. WHEN INSTALLED, DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOROPEN 90 DEGREES. (1133B.1.1.1.1, FIG 11B-5B & 11B-33)

5. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLEOF 90 DEGREES FROM ITS CLOSED POSITION. (1133B.2.3, FIG 11B-5B)

6. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTEDOPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSEDPOSITION. (113B.2.3.1)

7. WHEN AN AUTOMATIC OR POWER ASSISTED DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, ATLEAST ONE OF THE DOORS, SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THEDOOR POSITIONED AT AN ANGLE OF 90 DEGREES FORM ITS CLOSED POSITION. AUTOMATIC DOORS SHALL COMPLYWITH BHMA A 156.10 OR BHMA A156.19. (1133B.2.3.2)

8. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-26B, & 11B-26C.THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. (1133B.2.4.2)

9. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALLHAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THEDIRECTION OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION.(1133B.242, FIG 11B-25)

10. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PASTTHE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS.WHERE THE PLANE OF THE DOORWAY IS OFFSET OR LOCATED IN AND ALCOVE A DISTANCE MORE THAN 8 INCHESMEASURED FROM THE PLANE OF THE DOORWAY TO THE FACE OF THE WALL, THE DOOR SHALL BE PROVIDED WITH60 INCHES MANEUVERING CLEARANCE FOR FRONT APPROACH.(1133B.2.4.3, 1133B.2.4.5, 1133B.2.5.3, FIG11B-33(A))

11. PROVIDE CLEAR SPACE OF 12 INCHES PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICHTHE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. (FIG 11B-26(A))

12. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 4 INCHES LOWER THAN THE THRESHOLD OF THE DOORWAY.CHANGE IN LEVEL BETWEEN 1/4 AND 1/2 INCHES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONEUNIT VERTICAL IN 2 UNITS HORIZONTAL. (1133B.2.4.1)

13. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH,UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING ATRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCHES HIGH SMOOTH PANELSHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY AWHEELCHAIR FOOTREST WITHOUT CRATING A TRAP OR HAZARDOUS CONDITION. (1133B.2.6. FIG 11B-29)

14. THE MAXIMUM FORCE REQUIRED TO PUSH OR PULL OPEN A DOOR SHALL COMPLY WITH THE FOLLOWING.PUSH OR PULL FORCE FOR A HINGED DOOR SHALL BE MEASURED PERPENDICULAR TO THE DOOR FACE AT THE DOOROPENING HARDWARE OR 30 INCHES FROM THE HINGED SIDE, WHICHEVER IS FARTHER FROM THE HINGE. PUSH ORPULL FORCE FOR A SLIDING DOOR OR A FOLDING DOOR SHALL BE MEASURED PARALLEL TO THE DOOR AT THE DOORPULL OR SECTION 1133B.2.3.2 MAY BE USED TO MEET THE MAXIMUM FORCE LIMITS. (1133B.2.5)

A. REQUIRED FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THEAPPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBF.

B. OTHER THAN REQUIRED FIRE DOORS, INTERIOR DOORS SHALL HAVE A MINIMUM OPENING FORCEOF 5 LBF.

C. OTHER THAN REQUIRED FIRE DOORS, EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCEOF 5 LBF.

15. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THATFROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. (1133B.2.5.1)

30. THE CONTRACTOR MAY BE REQUIRED TO EXECUTE PORTIONS OF THE WORK AFTER NORMAL BUSINESS HOURSOR ON WEEKENDS. ALL WORK SHALL BE SCHEDULED TO PREVENT INTERRUPTION OF THE REGULAR ROUTINE OF THETENANT AND/OR THE BUILDING OWNER.

31. ALL EXISTING DAMAGED, IRREGULAR, OR MARRED SURFACES SHALL BE REPAIRED AND BROUGHT UP TO THEREQUIRED QUALITY OF THE NEW WORK.

32. WHEREVER EXISTING EQUIPMENT, PIPING, DUCTS ETC. ARE REQUIRED TO BE REMOVED, SUCH REMOVALSHALL INCLUDE ALL ANCHORS, HANGER, FOUNDATION, ETC AFTER REMOVAL, FLOORS, WALLS AND CEILING SHALL BEFINISHED TO MATCH ADJOINING SURFACES.

33. ANY FIREPROOFING REMOVED FROM EXISTING STRUCTURAL MEMBERS MUST BE REPLACED TO MAINTAIN FIREPROTECTION REQUIRED BY CODE.

34. ALL COVER PLATES FOR DUPLEXES, SWITCHES, T.V OUTLETS ETC. TO REMAIN WILL BE REPLACED WITH NEWPLATES. ALL PLATES MUST HAVE SAME FINISH ALL OUTLETS NO LONGER IN USE WILL BE REMOVED AND WALL WILLBE PATCHED TO MATCH EXISTING. ALL DEVICES TO BE WHITE - DECORE SERIES WITH SCREWLESS WALL PLATES.

35. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH.

36. CEILING HEIGHT DIMENSIONS ARE TO FINISH SURFACES OF CEILING.

37. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING, BACKING, BACKING PLATES,AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASE WORK AND OF ALL FLOOR MOUNTED ORSUSPENDED MECHANICAL, ELECTRICAL, OR MEDICAL EQUIPMENT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGSAND ENGINEERING CALCULATIONS AS REQUIRED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVALPRIOR TO FABRICATION AND INSTALLATION.

38. ABBREVIATIONS THOUGH OUT THE PLANS ARE THOSE IN COMMON USE. DESIGNER AND/OR ARCHITECT WILLDEFINE INTENT OF ANY QUESTION.

39. ALL SHOP FABRICATED ITEMS SHALL NOT BE FABRICATED FORM ANY DIMENSIONS OTHER THAN ACTUALEXISTING FILED DIMENSIONS.

DEMOLITION NOTES

1. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED BY APPROPRIATE REGULATORY AGENCIES.

2. CONTRACTORS ARE RESPONSIBLE FOR PROTECTION OF ALL ADJACENT EXISTING PROPERTY AND SURFACES FROMDAMAGE DURING THE DEMOLITION PROCESS.

3. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN CLEAN CONDITIONS AT ALL TIMES. ALL DEMOLISHEDMATERIALS SHALL DISPOSED OF OFF-SITE AND NOT ALLOWED TO ACCUMULATE. PROTECT PATH OF TRAVEL OFRUBBISH DISPOSAL THOUGH THE BUILDING DEBRIS CONTAINER AREAS SHALL BE KEPT CLEAN.

4. TEMPORARY DUST BARRIERS SHALL BE PROVIDED SUFFICIENT TO MAINTAIN A DUST FREE ENVIRONMENT IN THEREMAINDER OF THE BUILDING.

5. CARE SHALL BE GIVEN TO THE PROTECTION OF EXISTING UTILITY LINES DURING DEMOLITION.

6. CONTRACTOR SHALL MINIMIZE NOISE AND CONGESTION AS MUCH AS POSSIBLE DURING DEMOLITION.

7. DURING RENOVATION PROJECTS, IF ACTUAL CONDITIONS ARE DETERMINED TO BE DIFFERENT THAN THOSENOTED ON PLANS, CONTRACTOR SHALL NOTIFY DESIGNER AND/OR ARCHITECT BEFORE CONTINUING WORK.

8. EXISTING PARTITIONS AND CEILINGS TO REMAIN WHICH ARE ADJACENT TO DEMOLISHED ITEMS, SHALL BEPATCHED AS REQUIRED IF DAMAGED.

9. NOT USED

10. DISCONNECTION OF AND/OR RELOCATION OF EXISTING ELECTRICAL EQUIPMENT SHALL BE DONE AT SUCHTIMES THAT OPERATIONS OF THE EXISTING ELECTRICAL FACILITY WILL BE UNAFFECTED.

11. THE BUSINESS OWNER SHALL REMOVE ALL PORTABLE EQUIPMENT TO RETAINED BEFORE THE CONTRACTORSTARTS HIS WORK. THE CONTRACTOR SHALL REMOVE ALL ITEMS NOTED OR INDICATED ON THE DRAWINGS AND ASREQUESTED TO ACCOMMODATE THE NEW WORK. ITEMS NOTED FOR SALVAGE SHALL BE REMOVED, STORED ANDPROTECTED IN AND AREA DESIGNATED BY A REPRESENTATIVE OF THE DESIGNER/ARCHITECT AND/OR TENANT.

12. WHERE MECHANICAL, PLUMBING AND ELECTRICAL WORKS ARE REMOVED, ALL LINES CONDUITS, DUCTS, ETC.SHALL BE CAPPED WITHIN THE WALLS ABOVE FINISH CEILING, OR BELOW FINISH FLOOR LINE. SEE MECHANICALAND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT NO EMERGENCY EXIT IS BLOCKED DURINGCONSTRUCTION AT ANY TIME.

14. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE THROUGHOUT THE WORK. ANY UTILITIES SHUT-DOWNSHALL BE SCHEDULED A MINIMUM OF 48 HOURS IN ADVANCE, IN WRITING. ANY UTILITY SERVICE THAT ISDAMAGED SHALL BE PUT BACK IN SERVICE IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.

15. ITEMS NOTED IN THE DEMOLITION REFERENCE NOTES SHALL BE REMOVED AS INDICATED ON THEDEMOLITION PLAN. THESE NOTES DO NOT LIMIT THE EXTENT AT THE DEMOLITION WORK. THE CONTRACTOR SHALLREMOVE ANY EXISTING WORK REQUIRED TO ACCOMPLISH THE NEW WORK.

16. WHERE EXISTING WALLS OR CEILINGS ARE OPENED TO INSTALL NEW BACKING PLATES OR BLOCKING, THEOPENINGS SHALL BE FILLED AND PATCHED TO MATCH EXISTING.

17. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING, STORING AND REINSTALLING MECHANICAL, GAS ORELECTRICAL EQUIPMENT, OR FIXTURES TEMPORARILY REMOVED FOR NEW FINISH INSTALLATION.

18. EFFLUENT FROM CONCRETE CUTTING OR CORING SHALL BE REMOVED PROMPTLY.

MECHANICAL / PLUMBING NOTES

1. PROVIDE VENTILATION FOR ALL TOILET ROOMS, 5 COMPLETE AIR EXCHANGES PER HOUR MINIMUM.

2. MECHANICAL DUCT SHAFTS SHALL BE OF ONE HOUR FIRE RESISTIVE CONSTRUCTION INCLUDING TOP AND BOTTOMOF ENCLOSURES, AS REQUIRED BY CODE.

3. SIZES OF MECHANICAL OPENINGS ARE APPROXIMATE ONLY. THE SUBCONTRACTOR SHALL VERIFY EXACTDIMENSIONS WITH EQUIPMENT MANUFACTURERS. SUBCONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OFDUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES, IF ANY.

4. FIRE DAMPERS AND ACCESS PANELS (ALL FIRE RATED AS REQUIRED) FOR DUCTS SHALL BE PROVIDED WHENPASSING THROUGH A FIRE RATED ENCLOSURE, WALL OR FLOOR.

5. PROVIDE VENTILATION FOR ALL ELECTRICAL, DATA AND TELEPHONE EQUIPMENT ROOMS AS REQUIRED BYAPPLICABLE CODES.

6. PENETRATIONS OF PIPES THOUGHT WALLS OR FLOORS REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED.FIRE STOP MATERIAL SHALL BE UL APPROVED.

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCAL CODES, AND OTHERREGULATING AGENCIES, WHICH HAVE AUTHORITY OVER ANY PORTIONS OF THE WORK. ALL CONTRACTORS ANDSUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL ELECTRICAL, PLUMBING OR RELATED WORKSHALL COMPLY WITH APPLICABLE SECTIONS OF THE FOLLOWING CODES.

2013 CBC2013 CEC2013 CMC2013 CPC

STATE OF CALIFORNIA ARCHITECTURAL BARRIER LAWS

2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING WITH THE WORK.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS PRIOR TOCONSTRUCTION, AND SHALL AT ONCE REPORT TO THE DESIGNER AND/OR ARCHITECT ANY ERROR, INCONSISTENCY, OROMISSION HE MAY DISCOVER. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TOAPPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS WITHOUT PRIOR NOTICE TO THE DESIGNER AND/ORARCHITECT, HE SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND SHALL BEAR COST ATTRIBUTABLE THERETO.

4. NO DEVIATION FROM CONTRACT DRAWINGS OR SPECIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVALFROM THE DESIGNER AND/OR ARCHITECT.

5. DIMENSIONS:

A. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD

B. ALL REFERENCE LINES OF DIMENSIONS ARE CENTERLINES OF ITEMS UNLESS NOTED OTHERWISE.

C. DIMENSIONS AND ELEVATIONS ARE TOP OF CONCRETE, BRICK, OR OTHER HARD SURFACE MATERIAL, NOTTO TOP FLOOR COVERING OR ROOFING.

D. DO NOT SCALE DRAWINGS

6. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATIONOF SUCH DRAWING OR DETAILS.

7. LARGER SCALE DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OFSUCH DRAWING OR DETAILS.

8. ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL MASONRY DIMENSIONSARE TO FACE OF MASONRY UNLESS OTHERWISE NOTED.

9. PROVIDE SUSPENDED CEILING OR FURRED-OUT SURFACES, WHERE REQUIRED TO CONCEAL PIPING, DUCTS,ETC. IN FINISHED ROOMS. SHOULD CONDITIONS NECESSITATE ALTERATIONS IN INDICATED CEILING HEIGHTS DUETO STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN APPROVAL BEFORE INSTALLING FURRING.

10. UNLESS OTHERWISE INDICATED ON PLANS, CLOSETS, VESTIBULES, COLUMNS, PARTITIONED-OFF PORTIONS,PROJECTIONS OR RECESSES IN SCHEDULED SPACES HAVE FINISHES AS SCHEDULED FOR RESPECTIVE SPACES INWHICH THEY OCCUR.

11. NOT USED.

12. ALL GLAZING SHALL CONFORM TO APPLICABLE BUILDING CODES.

13. ALL SHEET METAL WORK SHALL BE MINIMUM 24 GAUGE GALVANIZED STEEL UNLESS NOTED OTHERWISE.

14. PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE REQUIRED OR NECESSARY FORPUBLIC SAFETY.

15. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED FOR WORKMAN'S USE PER APPLICABLE BUILDING CODE.

16. PROVIDE TEMPORARY SANITARY FACILITIES FOR WORKMAN'S USE PER APPLICABLE BUILDING CODE.

17. THE ARCHITECTURAL PLANS ARE NOT INTENDED TO INDICATE THE ENTIRE SCOPE OF PATCH WORK TO BEPERFORMED. THIS SHALL BE PROVIDED AS REQUIRED FOR A FINISHED JOB.

18. THE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SUPPLEMENT THE ARCHITECTURAL DRAWINGS.SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING DRAWINGS AND SUCHA DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND/ORARCHITECT PRIOR TO INSTALLATIONOF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BYTHE CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

19. IF THE CONTRACTOR PERFORMS ANY WORK OR PERMITS SUBCONTRACTORS/SUPPLIERS TO PERFORM THEIR WORK,KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS WITHOUT PRIOR NOTICETO DESIGNER AND/OR ARCHITECT, THEY SHALL ASSUME FULL RESPONSIBILITY, THEREFORE, AND SHALL BEAR ALLCOSTS ATTRIBUTABLE THERETO.

20. NOT WITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THEAFOREMENTIONED PARTIES TO DETERMINE ACTUAL CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAIDDESIGN IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE AND PROCEDURE AND TO LET DESIGNER AND/ORARCHITECT KNOW AT THE TIME OF BIDDING IF SAID DRAWINGS AND DETAILS ARE NOT PRACTICAL OR STRUCTURALLYSOUND IN THEIR INTENT AND PURPOSE.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES ANDTHEIR WORK TO ENSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, ALSO HE SHALL VERIFY SIZESAND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL, COMMUNICATIOS, AND PLUMBING EQUIPMENTWITH THESE SUBCONTRACTORS, AS WELL AS SHOP DRAWINGS AS REVIEWED BY ARCHITECT, BEFORE PROCEEDINGWITH THE WORK.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP AT THE SITE OF DEBRIS WHETHERCREATED BY HIS WORK OR THE FAILURE OF HIS SUBCONTRACTORS TO CLEAN UP AFTER THEIR WORK.

23. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUPERVISE ALL CUTTING AND PATCHING OF FINISHEDWORK ALREADY INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES, OR OTHER REASONS, AND ALLREPLACEMENT WORK SHALL MATCH ADJOINING SURFACES.

24. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE AND IF ANY DISCREPANCIES AREFOUND, THE ARCHITECT SHALL BE NOTIFIED.

25. PROVIDE GALVANIC ISOLATION OR OTHER MEANS OF ISOLATION BETWEEN DISSIMILAR METALS.

26. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. IN DESIGNATED FINISH SPACESUNLESS NOTED TO BE EXPOSED CONSTRUCTION.

27. SOUND TRANSMISSION CONTROL SHALL CONFORM TO STATE LAWS.

28. CONTINUE PLASTER OR GYPSUM BOARD BEHIND ALL WALL CABINETS, RECESSED FIRE HOSE CABINETS,ELECTRICAL PANELS TO MAINTAIN FIRE RATINGS.

29. WHERE DOORS ARE LOCATED NEXT TO A WALL, THERE SHALL BE 3-1/2 INCH MINIMUM CLEARANCE BETWEENWALL FINISH SURFACE AND FACE OF DOOR IN THE 90 DEGREES OPEN POSITION, UNLESS DETAILED ORDIMENSIONED OTHERWISE.


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SGEKPL

08 . 18 . 16

A1.2

CAL GREEN FORM


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A1.3

GREEN BUILDING CODE

1A4.0

TYP2

A4.03

A4.04

A4.0

8'-2"

5A4.0TYP

5A4.0TYP

A2.0

DEMOLITION PLANPARTITION PLAN

REFLECTED CEILING PLANHVAC PLAN

N0 1 2 3 4 5

DEMOLITION LEGEND

HVAC PLANSCALE: 3/16" = 1' - 0"

S

S

S

E EXISTING INTERIOR PARTITION AND DOOR/FRAMEASSEMBLY TO REMAIN.

INTERIOR DOOR AND/OR FRAME TO BE REMOVED, SALVAGEDOOR ASSEMBLY FOR REUSE.

INTERIOR WALL PARTITION TO BE REMOVED.

INTERIOR WINDOW AND PONY WALL PARTITION TO BEREMOVED.

INTERIOR POCKET DOOR AND FRAME TO BE REMOVED.

BASE OR UPPER CABINET AND COUNTER TOP TO BEREMOVED.

SINK PLUMBING WASTE AND SUPPLY TO BE CAPPED OFFAND FIXTURES TO BE REMOVED, SALVAGE WHEN POSSIBLE.

TOILET PLUMBING WASTE AND SUPPLY TO BE CAPPED OFFAND FIXTURES TO BE REMOVED, SALVAGE WHEN POSSIBLE.

EXISTING ELECTRICAL SUB PANEL TO BE RELOCATED ANDREUSED.

REMOVE AND CAP OFF POWER, AND/OR DATA OUTLETAND/OR LIGHT SWITCH DEVICE WIRING.

POWER AND/OR DATA OUTLET AND/OR LIGHT SWITCHDEVICE WIRING TO REMAIN.

EXISTING T-BAR/ACOUSTICAL TILE OR DRYWALL CEILING TOBE REMOVED. SAVE LIGHT FIXTURES IF POSSIBLE FORRELOCATION AND LED RETROFIT.

EXISTING CEILING T-BAR TO REMAIN TO BUILD NEW GRIDUPON. SAVE LIGHT FIXTURES IF POSSIBLE FORRELOCATION AND LED RETROFIT.

DEMOLITION NOTES:1. REMOVE ALL CARPET AND BASE.

2. REMOVE CEILING TILES AND STORE UNDAMAGED, (SEEREFLECTED CEILING PLAN). REUSE EXISTING T-BAR CEILING ASPOSSIBLE, (SEE REFLECTED CEILING PLAN).

3. MOVE AND SALVAGE LIGHTING, (SEE REFLECTED CEILING PLAN).

4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDINGITEMS TO BE SALVAGED AND RE-USED.

5. CONTRACTOR TO BE RESPONSIBLE FOR ALL CLEAN UP OFDEBRIS.

543210N

SCALE: 3/16" = 1' - 0"DEMOLITION PLANPARTITION PLAN

SCALE: 3/16" = 1' - 0"N

0 1 2 3 4 5

543210N

REFLECTED CEILING PLANSCALE: 3/16" = 1' - 0"

ALL DOORS TO BE: PAINTEDALL FRAMES TO BE: TIMELY PAINTEDALL LOCKS TO BE: SCHLAGE AL 10 S SAT x 626

* * "THIS DOOR TO REMAINED UNLOCKED DURING BUSINESS HOURSWHILE BUILDING IS OCCUPIED." SIGNAGE TO BE POSTED AT ALL EXITDOORS.

* ALL DOORS TO HAVE PUSH BARS OR ADA LEVER HARDWARE.

R

L

P

E

REUSE SALVAGED 3-0 x 8-0 x 134 DOOR WITH TIMELY FRAME

AND PASSAGE LOCK, TYPICAL.

EXISTING DOOR TO REMAIN. PROVIDE ISA SIGNADJACENT TO OR ON ENTRY DOOR ONLY. EXISTINGENTRANCE DOOR COMPLIES WITH CLEAR WIDTH,LANDING, THRESHOLD, MANEUVERING SPACE,HARDWARE, OPENING FORCE , CLOSING SPEED AND 10"SMOOTH SURFACE AT THE BOTTOM PER REQUIREMENTSOF SECTION 11B-404 OF CBC.

NEW 3-0 x 8-0 x 134 RESTROOM DOOR WITH TIMELY FRAME,

PRIVACY LOCK AND CLOSER. PROVIDE DOOR SIGNAGEPER 11B-216.8.

SALVAGED 3-0 x 8-0 x 134 DOOR WITH TIMELY FRAME,

KEYED LOCK.

PARTITION / DOOR NOTES:1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDINGVARYING CEILING HEIGHTS.

2. PATCH AND MATCH DRYWALL IN ALL AREAS AFFECTED BYDEMOLITION PLAN.

3. FOR SINKS AND CABINETS; SEE FIXTURE PLAN.

4. DOORS TO EXIT TO HAVE TACTILE SIGNS.

5. LANDINGS AT DOORS SHALL HAVE A MINIMUM DIMENSION OF44 INCHES IN THE DIRECTION OF TRAVEL [1008.1.6].

6. DOORS IN FULLY OPENED POSITION SHALL NOT REDUCE THEREQUIRED WIDTH BY MORE THAN 7 INCHES [1008-1.6].

7. THRESHOLDS SHALL NOT EXCEED 12 INCH [1008.1.7].

DOOR LEGEND PARTITION LEGEND

EXIT

EXISTING INTERIOR BUILDING WALL.

NEW BLDG STD 312" 20 GA. STEEL STUD PONY WALL,

4012" AFF. DRYWALL BOTH SIDES WITH 5

8" GYP. TAPE,MUD, AND SAND SMOOTH TEXTURE, LEVEL 5

NEW BLDG STD 312" 20 GA. STEEL STUDS @ 16" O.C., 6"

AFF. ATTACH TO UNDERSTRUCTURE ABOVE WITH BATTINSULATION. DRYWALL BOTH SIDES WITH 5


NEW BLDG STD 312" 20 GA. STEEL STUD PONY WALL,

2812" AFF. DRYWALL BOTH SIDES WITH 5


EXISTING GLASS

SUITE ENTRY/EXIT DOOR TO W/ TACTILE "EXIT" SIGNATTACHED TO SIDE AS INDICATED. EACH GRADE-LEVELEXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLYWITH CBC SECTION 1011.1 SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORD, "EXIT."

5A4.0

A4.07

5A4.0

12" MIN. IF DOORHAS A CLOSER & LATCH

44" M

IN 32" MIN.CLEAR

18" MIN.

REFLECTED CEILING LEGEND

5A4.0

R

S

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDINGVARYING CEILING HEIGHTS.

2. ALL T-BAR CEILINGS TO BE LOCATED AT 9'-0" ABOVE, U.N.O..

3. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BEINSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635& 636 AND ASCE 7, SEC. 13.5.6.

4. ALL 2x4 LIGHT FIXTURES ARE EXISTING. REMOVE PRIOR TOINSTALLATION OF NEW 2x4 T-BAR CEILINGD GRID.

REFLECTED CEILING NOTES:

NEW BLDG STD SINGLE POLE SWITCH AT 42" AFF UNO. DUALSWITCHING AS REQUIRED SEE LIGHTING PLAN FORSPECIFICATIONS

GIMBALED RECESSED LED LIGHTS SEE LIGHTING PLAN FORSPECIFICATIONS

2 X 4 LED FIXTURE WITH DIFUSSED LIGHT REFLECTION,SEE LIGHTING PLAN FOR SPECIFICATIONS

CEILING GRID - ARMSTRONG PRELUDE XL 15/16" WHITEEXPOSED "T" WITH ARMSTRONG 2' x 4' CIRRUS SECONDLOOK II WHITE, TEGULAR TILE

DRYWALL CEILING W/ 58" GYPBOARD, TAPE,

MUD AND SAND, SMOOTH TEXTURE, LEVEL 5

1 X 4 LED SURFACE MOUNTED FIXTURE FIXTURE WITH PRISMATIC LENS SEE LIGHTING PLAN FOR SPECIFICATIONS

1 X 4 LED SUSPENDED FIXTURE WITH PRISMATIC LENS SEE LIGHTING PLAN FOR SPECIFICATIONS

HVAC PLAN LEGEND

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDINGVARYING CEILING HEIGHTS.

2. ALL T-BAR CEILINGS TO BE LOCATED AT 9'-0" ABOVE.

3. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BEINSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635& 636 AND ASCE 7, SEC. 13.5.6.

NEW AIR SUPPLY REGISTER, REUSE EXISTING DUCTWORK

NEW AIR RETURN REGISTER, REUSE EXISTING DUCTWORK

AIR SUPPLY REGISTER RELOCATED FOR NEW T-BARCEILING, REUSE EXISTING DUCTWORK

AIR RETURN REGISTER RELOCATED FOR NEW T-BARCEILING, REUSE EXISTING DUCTWORK

EXISTING AIR SUPPLY REGISTER.

EXISTING AIR RETUEN REGISTER.

2 X 4 FLUORESCENT FIXTURE WITH PRISMATICLENS SEE LIGHTING PLAN FOR SPECIFICATIONS

1 X 4 LED SURFACE MOUNTED FIXTUREFIXTURE WITH PRISMATIC LENS SEE LIGHTINGPLAN FOR SPECIFICATIONS

NOTE: CONTRACTOR TO VERIFY LOCATION ANDREUSEABILITY OF EXISTING REGISTERS AND DUCTING.

REFLECTED CEILING NOTES:


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SGEKPL

08 . 18 . 16

RR

E

E

E

R R

R

S

E

E

S

S

S S

SS

S

S S S

SS S

S

S

B

B B B

D

A2.1

FLOORING PLANWALL COVERING PLAN

POWER PLANSWITCHING PLAN

N0 1 2 3 4 5

543210N

SCALE: 3/16" = 1' - 0"FLOORING PLANWALL COVERING PLAN

SCALE: 3/16" = 1' - 0"N

0 1 2 3 4 5

SWITCHING NOTES


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AS NOTED2016006

SGEKPL

08 . 18 . 16

4" x 4" PORCELAIN MOSAIC TILE

12" x 24" PORCELAIN TILE RUNNINGBOARD.

FLOORING NOTES:1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDINGMOISTURE.

2. TOLIET ROOM FLOORS AND WALL BASE FINISH MATERIALS SHALLHAVE SMOOTH, HARD, NON-ABSORBENT SURFACE. THEINTERSECTIONS OF SUCH FLOORS WITH WALLS SHALL HAVE ASMOOTH, HARD NON-ABSORBENT VERTICAL BASE THAT EXTENDSUPWARD ONTO THE WALLS AT LEAST INCHES PER CBC SEC.1210.2.1.

3. INTERIOR SURFACES OF TOLIET ROOM FLOORS OF REST ROOMSREQUIRETO BE MADE ACCESSIBLE TO PERSONS WITHDISIBILITITES AND SHALL COMPLY WITH CBC SEC. 11B-302.

4. INTERIOR FLOOR FINISH SHALL COMPLY WITH CBC SECTION 804.

5. ADHESIVES, SEALANTS, AND CAULKS SHALL MEET THE LOCALOR REGIONAL AIR POLLUTION CONTROL OR SOUTH COAST AQMDRULE 1168 VOC AND STATEWIDE VOC STANDARDS

6. ALL CARPETS INSTALLED SHALL MEET ONE OF THE TESTING ANDPRODUCT REQUIREMENTS OF:

A) CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM

B) CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARDPRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350)

C) NSF/ANSI 140 AT THE GOLD LEVEL

D) SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGEGOLD

7. ALL CARPET CUSHIONS SHALL MEET THE REQUIREMENTS OFTHE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM.

8. CARPET ALLOWANCES SHALL BE S.Y. INSTALLER, EXACT CARPETSHALL BE SELECTED BY CLIENT'S REPRESENTATIVE.

FLOORING LEGENDLVT ARMSTRONG DEALER SELECT 6" x 36" PLANKFLOORING, COLOR TBS WITH 4" VPI RUBBER ORVINYL WALL BASE, COLOR TBS

ARMSTRONG CORLON SHEET VINYLWITH 6 INCH COVE AND "J" METAL

NOTE:

ALL PAINTED SURFACES TO RECEIVE ONE COAT OF PRIMER ANDTWO COATS OF PAINT.

FRP 48" WAINSCOT TO BE MARLITE SYMMETRIX COLOR WHITE.

M48" HIGH FRP WAINNSCOT - COLOR - DUNNEDWARDS - SUPREMA - DEC 790 ICE GRAY- LOW SHEEN PAINTED ABOVE

EXISTING OR NEW SUSPENDEDDRYWALL CEILING COLOR - DUNNEDWARDS - DEW 380 WHITE -LOWSHEEN FINISH

DARK COLOR - DUNN EDWARDS -SUPREMA - DE 6262 GLASS TILE -LOW SHEEN FINISH

COMPLEMENTARY COLOR - DUNNEDWARDS - SUPREMA - DE 5364COFFEE CREAM - LOW SHEEN FINISH

BASE PAINT COLOR - DUNNEDWARDS - SUPREMA - DEW 380-WHITE - LOW SHEEN FINISH

ACCENT COLOR DUNN EDWARDS -SUPREMA - DE 6331 BAY OF HOPE -LOW SHEEN FINISH

D

C

B

A

WALL COVERING LEGEND

1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDINGPAINTS AND COATINGS.

2. TOILET ROOM WALLS TO BE FINISHED WITH SMOOTH, HARD,NON-ABSORBENT MATERIALS OVER WATER RESISTIVE DRYWALLOR EQUIVALENT TO A HEIGHT OF 4 FEET PER CBC SE. 1210.2.2.

3. ALL FINISHES SHALL COMPLY WITH CBC CHAPTER 8, TABLE 803.9.

4. PAINTS AND COATINGS SHALL COMPLY WITH THE V.O.C. LIMITSPER TABLE 5.504.4.3.

5. AEROSOL PAINTS AND COATINGS SHALL MEET THEPRODUCT-WEIGHTED MIR LIMITS FOR VOC PER TABLE 5.504.4.3.1.

6. ALL SURFACES TO HAVE AT LEAST TWO COATS TO BE ROLLERAPPLIED. PRIMER AREAS WITH ADDED NEW PARTITION WALLS ANDWALL AREAS TO BE PATCHED AND MATCHED. 11B-302

WALL COVERING NOTES:

POWER PLANSCALE: 3/16" = 1' - 0"

POWER LEGENDEXISTING POWER OUTLETS TO BE REMOVED AND CAP OFF.

NEW POWER OUTLETS USING EXISTING CIRCUITS AT NEWLOCATION.

EXISTING POWER OULETS TO REMAIN.

5 EXISTING OUTLETS TO BE REMOVED5 EXISTING OULETS TO REMAIN10 TOTAL EXISTING OUTLETS

5 NEW OUTLET LOCATIONS5 EXISTING OUTLETS TO REMAIN10 TOTAL OUTLETS IN PROJECT

S EXISTING SWITCH TO BE REMOVED AND CAPPED OFF.

EXISTING DATA AND/OR PHONE TO BE REMOVED ANDCAPPED OFF.

NEW SWITCH USING EXISTING CIRCUITS AT NEWLOCATION.

NEW DATA AND/OR PHONE USING EXISTING CABLE ATNEW LOCATION.

EXISTING SWITCH TO REMAIN.

EXISTING DATA AND/OR PHONE TO REMAIN.

FINAL 2 X 4 LIGHT FIXTURE LOCATIONS

FORMER LIGHT FIXTUR LOCATIONS

SCALE: 3/16" = 1' - 0"SWITCHING PLAN

S

S

EXIT

EXIT

EXIT

EXIT

EXITEXIT

EXIT

EXIT EXIT

EXIT

EXIT

EXIT


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SGEKPL

08 . 18 . 16

A2.2

EMERGENCY EGRESS PLAN

N0 1 2 3 4 5

SCALE: 3/16" = 1' - 0"EMERGENCY EGRESS PLAN

SCALE: 14" = 1' - 0"

TYPICAL EXAM ROOM:

18" MIN.

CLEAR32" MIN.

44" M

IN

12" MIN. IF DOORHAS A CLOSER & LATCH

EXIT

EXIT

PATH AND DIRECTION OF TRAVEL

ILLUMINATED EXIT SIGN WITH BATTERY BACK UP AND DIRECTION OFTRAVEL INDICATOR ARROWS, INSTALLED WHERE INDICATED. CBC1011.5 INTERNALLY ILLUMINATED EXIT SIGNS. ELECTRICALLYPOWERED, SELF-LUMINOUS AND PHOTOLUMINESCENT EXIT SIGNSSHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 ANDSHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS AND CHAPTER 27. EXIT SIGNS SHALL BEILLUMINATED AT ALL TIMES. SEE ELECTRICAL DRAWINGS.

SUITE ENTRY/EXIT DOOR TO W/ TACTILE "EXIT" SIGN ATTACHED TOSIDE AS INDICATED. EACH GRADE-LEVEL EXTERIOR EXIT DOORTHAT IS REQUIRED TO COMPLY WITH CBC SECTION 1011.1 SHALL BEIDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT."

DOOR TO W/ TACTILE "EXIT ROUTE" SIGN ATTACHED TO EACH SIDEAS INDICATED. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOMOR AREA THAT IS REQUIRED TO COMPLY WITH CBC SECTION 1011.1SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE."

ROOM CIRCULATION

30" x 48" CLEAR SPACE MINIMUM

60" DIAMETER WHEELCHAIR TURNING CIRCLE.

EGRESS LEGEND

1. MAXIMUM OCCUPANT SIGNAGE IN ROOM 124.

2. * * " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURS WHILE BUILDING IS OCCUPIED". SIGNAGE TO BE POSTEDAT ALL EXIT DOORS.

3. LANDINGS AT DOORS SHALL HAVE A MINIMUM DIMENSION OF 44INCHES IN THE DIRECTION OF TRAVEL [1008.1.6].

4. DOORS IN FULLY OPENED POSITION SHALL NOT REDUCE THEREQUIRED WIDTH BY MORE THAN 7 INCHES [1008-1.6].

5. THRESHOLDS SHALL NOT EXCEED 12 INCH [1008.1.7].

EGRESS NOTES:

30" C

LR.

MIN.

48" CLR.MIN.

60" CLR

. MIN.

PROPOSED 2NDFLOOR PHASE 1

BEHAVIORALPROJECT AREA

678 SF


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AS NOTED2016006

SGEKPL

08 . 18 . 16

A2.3

KEY PLAN

N0 1 2 3 4 5

SCALE: 3/16" = 1' - 0"KEY PLAN

4'-0"MAX.

1'-6" MIN.

B. TYPICAL FIRE EXTINGUISHER CABINET PLANA. ELEVATION

34"MAX.

8" MIN.

MEN'S RESTROOM SIGN

WOMEN'S RESTROOM SIGNUNISEX RESTROOM SIGN

NOTE:1

4" THICK SIGNS TO BE CENTERED ON THE DOOR AT AHEIGHT OF 60" ABOVE FINISH FLOOR WITH THEIR COLORAND CONTRAST TO BE DISTINCT FROM THE COLOR ANDCONTRAST OF THE DOORS PER CBC 1115B.6

COMMON AREA TOILET ROOM DOORSSHALL BE PROVIDED WITH JAMB SIGNAGE(PER CBC 1117B.5.7) AT DOOR LATCH SIDE

1'-0"

5 12"

1"

5 12" 1'-0"

60"A.F.F.TYP.

60"A.F.F.TYP.

4"

58"

4 14" 10 3

8"

38"

7 14"

6"

78"

1 58"

12"

34"

9" MIN. PERCBC 1117B.5.7

EDGE OF DOOR JAMB (LATCH SIDE)

4 14" 10 3

8"

38"

7 14"

6"

78"

1 58"

12"

34"

60"A.F.F.TYP.

NOTE:MOUNT PERMANENTLT TO SUBSTRATE AS REQUIRED FOREACH LOCATION. WHERE THERE IS NO SPACE ON LATCH SIDEJAMB, LOCATE ON NEAREST ADJACENT WALL, PREFERABLYTO THE RIGHT. (PER CBC 1117B.5.7 AND 1143A.10)



CONTRASTING COLOR, 132" MIN.

RAISED TRADE GOTHIC BOLD NO.2 UPPERCASE CHARACTERS 5

8"HIGH MIN. (PER CBC 1117B.5.5)

NOTE:MOUNT PERMANENTLT TO SUBSTRATE AS REQUIRED FOREACH LOCATION. WHERE THERE IS NO SPACE ON LATCH SIDEJAMB, LOCATE ON NEAREST ADJACENT WALL, PREFERABLYTO THE RIGHT. (PER CBC 1117B.5.7 AND 1143A.10)

CONTRASTING COLOR, 132" MIN.

RAISED TRADE GOTHIC BOLD NO.2 UPPERCASE CHARACTERS 5

8"HIGH MIN. (PER CBC 1117B.5.5)


34"

9" TYP.

34"

1"

6"TYP.

12"1 1

2"


14" RADIUS EDGE, TYP. AT ALL CORNERS

CONTRASTING COLOR, 132" MIN. RAISED

SANS SERIF UPPERCASE CHARACTERS 58"

HIGH MIN. (PER CBC 1117B.5.5)

LOCATION OF GRADE 2 CLEAR BRAILLE(PER CBC 1117B.5.6)

60"A.F.F.TYP. NOTE:

MOUNT PERMANENTLT TO SUBSTRATE ASREQUIRED FOR EACH LOCATION. WHERETHERE IS NO SPACE ON LATCH SIDE JAMB,LOCATE ON NEAREST ADJACENT WALL,PREFERABLY TO THE RIGHT. (PER CBC1117B.5.7 AND 1143A.10)

5'-0"TYP.

3'-2"

10"

EQ.

EQ.

EQ.

5"

4"

1'-3"MIN.

HINGE, TYP. - NUMBER OF HINGES ON EACH DOOR AS REQUIRED PER MFR. RECOMMENDATIONS

ACCESSIBLE ROOM SIGNAGE, SEE DETAIL 2.

CENTERLINE OF LOCK, LEVER AND/ORPANIC BAR HARDWARE.CENTERLINE OF DOOR PULL GRIP &PUSH-PULL BAR

TOP OFOPENING

FACE OF WALLWHERE OCCURS

FINISH FLOOR

ELECTRICAL RECEPTACLE OUTLETS ONBRANCH CIRCUIT OR 30 AMPERES OR LESSAND COMMUNICATION SYSTEMRECEPTACLE, AND SWITCH / CONTROLSTO CONTROL LIGHTING, RECEPTACLEOUTLETS, APPLIANCES, ALARMS, HVACEQUIPMENT ARE TO BE MOUNTED ASSPECIFIED PER CBC 1117B.6

OUTLETS AND CONTROLS THAT DO NOTSATISFY THE MOUNTING HEIGHTSPECIFICATION PER CBC 1117B.6 AREALLOWED PROVIDED THAT COMPARABLECONTROLS AND OUTLETS THAT PERFORMTHE SAME FUNCTION ARE PROVIDEDWTHIN THE SAME AREA AND AREACCESSIBLE.

3"MIN.

20"-2

5" D

EEP

REAC

H OB

STRU

CTIO

N3'-

10" M

AX. F

OR S

IDE

APPR

OACH

3'-8"

MAX

. FOR

FRO

NT A

PPRO

ACH

4'-0"

MAX

.


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08 . 18 . 16

WALL MOUNTED ACCESSIBLE SINK

A2.4

ADA SECTIONS & DETAILS

BACKING PLATE: FURRING / CHANNEL / PLATESCALE: N.T.S.

HARDWARE, OUTLET, AND CONTROL MOUNTING GUIDE

TACTILE WALL-MOUNTED RESTROOM SIGNAGESCALE: N.T.S.FIRE EXTINGUISHER CABINET MOUNTINGTACTILE ROOM ID SIGNAGEDOOR MOUNTED RESTROOM SIGNAGE (PUBLIC)

SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.

SCALE: N.T.S.

1234

567

9 81011

15 14 13 12

SCALE: N.T.S.

2" MAX.

45°MAX.

6'-0" MAX6'-0" MAX SEISMIC BRACING12'-0" MAX O.C. (TYP.)

6'-0"

MAX

6'-0"

MAX

SEIS

MIC

BRAC

ING

12'-0

" MAX

O.C

. (TY

P.)

19 16

TYP

.3 16

"

18"

3"

34" MIN. 2" MIN.

NOTES:1. INSTALL CEILING SYSTEMS PER ASTM C645, C636 (HEAVY DUTY SPECIAL INSPECTION), TYPICAL.2. #12 GAUGE HANGER WIRES SHALL BE ATTACHED TO MAIN RUNNERS TYPICAL AND SPACED NO MORE THAN 4'-0" O.C. MAX.3. BRACING ASSEMBLIES SHALL BE SPACED NO MORE THAN 12'-0" O.C. MAX. BRACING SHALL BE SPACED NO MORE THAN 6'-0" FROM EACHPERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS.4. SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQ. FT. OR LESS SURROUNDED BY WALLS WHICH CONNECTDIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO 2 WALLS.5. PROVIDE #12 GAUGE HANDER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" OF THE SUPPORT OR WITHINONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRESARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS, END CONNECTIONS FOR RUNNERS WHICH AREDESIGNED AND DETAILED TO RESIST THE APPLIED VERTICAL AND HORIZONTAL FORCES MAY BE ESED IN LIEY OF THE #12 GAUGE HANGERWIRES, SUBJECT TO REVIEW & APPROVAL BE THE DSA AND THE ARCHITECT.6. SEPARATE ALL CEILING HANGER & BRACING WIRES AT LEAST 6" FROM AL;L UNBRACED DUCTS, PIPES, CONDUIT, ETC. AND PROVIDETRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING.7. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS WITHLOBBIES OR SIMILAR AREAS.

CROSS TEES, TYP.

HANGER WIRE, COMPRESSION STRUT, & 4 BRACESPLAY WIRES LOCATED 12'-0" O.C. ON MAIN RUNNERS,TYP. PER DETAIL 2 ON THIS SHEET.

MAIN RUNNERS, TYP.

HANGER WIRE LOCATED AT 4'-0" O.C. AT MAINRUNNERS, TYP. SEE DETAIL 2 ON THIS FOR TYPICALHANGER WIRE REQUIREMENTS.

THE WIDTH OF PERIMETER SUPPORTING CLOSUREANGLE SHALL NOT BE LESS THAN 2 INCHES.

IF WALLS TUN DIAGONALLY TO CEILING GRID SYSTEMRUNNERS, ON END OF MAIN AND CROSS TUNNERSSHOULD BE FREE, & 3/4" MIN. CLR. OF THE WALL.

CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO ADJACENTWALLS AND SHALL BE AT LEAST 3/4" CLEAR OF OTHER WALLS.

* HEAVY DUTY ASSEMBLY -SPECIAL INSPECTION REQ'D.

3"x1/4" DIAMETER CLOSED EYE SCREW WITH 1" MIN. PENETRATION INTO WOOD, V.I.F.

FASTEN HANGER WIRES WITH NO LESS THAN 3 TIGHT TURNS IN 1-1/2, TYP.

3"x1/4" DIAMETER CLOSED ETE SCREW WITH1" MIN. PENETRATION INTO WOOD, V.I.F.

12 GA. MIN. STEEL SRRAP 2-1/2"x2-1/2"x1" WIDE FASTEN BRACINGWIRES WITH NO LESS THAN 4 TIGHT TURNS IN 1-1/2", TYP.

SPRING CLIP

HANGER WIRE THRU EXTENDED METAL COMPRESSION STRUTBY U.S.G. "DONN", VSA POST (ICBO #2244), OR EQUAL. USEMODEL SPECIFIED BY MANUFACTURE PER LENGTH OF STRUT.

UNDERSIDE OF FLOOR/CLNG.OR ROOF/CLNG. ASSEMBLY

#12 GAUGE VERTICAL WIRE HANGER @4'-0" O.C. ON MAIN RUNNER.

(4) #12 GAUGE SPLAY BRACE WIRE ORIENTED 90DEGREES FROM EACH OTHER. SLOPE OF THESE OFTHESE WIRES NOT TO EXCEED 45 DEGREES FROMTHE PLAN OF THE CEILING & SHALL BE TAUT.

ACOUSTIC CEILING TILE PER SPEC.

MAIN RUNNERCROSS TEE

SNAP NOTCH END OF POST OVER MAIN TEE BULB NEXT TOVERTICAL HANGER WIRE AND ATTACH W/ 1/4" Ø MACHINE BOLT

CEILING HEIGHTVARIES, SEE RCP

NOTE PER ASCE 7-10:WHEN DRILLED-IN OR SHOT -IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELDTESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BEFIELD TESTED FOR 440 LBS. IN TENSION, SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANYSHOT-IN OR DRILLED-IN ANCHOR FAILS, SEE CBC, SECTION 1923A.3.5. THE GAUGE AND SPACING OF ANY REUSED EXISTING WIRESMUST COMPLY WITH THE CURRENT APPLICABLE CODES. REUSE OF ALL EXISTING CEILING HANGER WIRES MUST BE TESTED TO200 LBS. IN TENSION. REUSE OF ALL EXISTING SPLAYED BRACING WIRES MUST BE FIELD TESTED TO 440 LBS. IN TENSION.

CHIC

AGO

META

LLIC

1200

SEI

SMIC

ICC

ES 26

31

SEE SEISMIC BRACING DETAIL

TYPICAL LAY-IN LIGHT FIXTURE

TYPICAL 12 GAUGE HANGER WIRE

CROSS TEES @ 2'-0" O.C.

ATTACH FIXTURE HOUSING TO CEILINGSYSTEM WITH SELF TAPPING METAL SCREWSONE AT EACH CORNER TO RESIST AHORIZONTAL FORCE EQUAL TO THE WEIGHTOF THE FIXTURES. LIGHT FIXTURES SHALL BESUPPORTED AS INDICATED BELOW

MAIN RUNNER, TYP.NOTES:1. INSTALL CEILING SYSTEMS PER ASTM C635, C636 (AND DSA IR 25.5 WHEN STATE ARCHITECT REVIEW IS REQUIRED), TYPICAL.2. FLUSH OR RECESSED LIGHT FIXTURES WEIGHING LESS THAN 56 LBS., ANDMECHANICAL TERMINALS AND SERVICES WEIGHTING LESS THAN20 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUMOF TWO (2) #12 GAGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTUREABOVE. ALL 4 FT. x 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.3. ALL FLUSH OR RECESSED LIGHT FIXTURESW WEIGHING 56 LBS. OR MORE, AND MECHANICAL TERMINALS AND SERVICES WEIGHING 20 LBS.OR MORE, MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES, EACH ATTACHED TO THE FIXTURE ANDTO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID WYSTEM USED. THE FOUR (4) TAUT #12 GAUGE WIRES, INCLUDINGTHEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.4. ALL FIXTURES, MECHANICAL TERMINALS AND SERVICES LOCATED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLYSUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAUGE WIRES AS DESCRIBED ABOVE.

NOT ALL HANGERS SHOWN, SEE NOTES BELOW.

(4) #12 GA. SPLAY BRACE WIRES @ 12'-0" O.C. ANDORIENTED AT 90 DEGREE INCREMENTS IN PLAN VIEW.START LESS THAN 4'-0" FROM INTERRUPTING PARTITIONS.SECUTE WITH MIN. 4 TIGHT TURNS IN 1-1/2".

HANGER WIRE THRU 4", 25 GAUGE METAL STUD @ 12'-0"O.C., LOCATED TO SUPPORT A TRIBUTARY AREA OF NOMORE THAN 144 S.F. MAX. BEGIN LAYOUT NO FURTHERTHAN 6' FROM WALL. MAXIMUM LENGTH 10'-0". START LESSTHAN 6'-0" FROM EACH WALL.

CROSS RUNNER.

MAIN RUNNER

#12 GA VERTICAL HANGER WIRES AT 4'-0" O.C. WITHMIN. 3 TIGHT TURNS IN 1-1/2" AT BOTH ENDS OF WIRE.

NOTES:1. SUPPORT LIGHT FIXTURES WITH 12 GA. HANGER WIRES AT TWO (2) DIAGONALLY OPPOSITE CORNERS, TYPICAL.2. MAINTAIN A 6" CLEARANCE FROM ALL UNBRACED PIPES, DUCT AND CONDUIT. RECESSED OR DROP-IN LIGHT FIXTURES SHALL BESUPPORTED DIRECTLYT BY MAIN RUNNERS. CEILING TO BE LATERALLY BRACED BY PERIMETER WALLS. INSTALL CARRYINGCHANNELS TO BE LEBEL TO WITHING 1/8" IN 12 FT. INSTALLATION SHALL MEET MINIMUM REQUIREMENTS OF ASTM C 635 AND C 636.

STRUCTURAL EXISTINGRATED ROOF ASSEMBLY

2" - 25 GA. METAL STUD SEISMICBRACING AT MIN. 4'-0" O.C. EXISTING,ADD BRACING AS REQUIRED

2 - #8 x 1" WAFERHEADSCREWS AT BRACE

TAPABLE TOP TRACK (PSI #995 OR EQUAL)

GYPBOARD AS SCHEDULED ON EACH SIDE OFMETAL STUDS. STUD CRIMPED AT HEAD TORECEIVE TOP TRACK.ACOUSTICAL INSULATION,

WHERE SCHEDULED.

AT CONCRETE:POWDER DRIVEN PIN, .145 DIA. W 11

8" PENETRATIONAT 24" O.C. SIMPSON PINS - ICC ES

BASE AS SCHEDULED

(E) CONCRETE FLOOR

ACOUSTICAL SEALANT, TYPICAL

#8 WOODSCREWS

WALL ASSEMBLY AS SCHEDULED

GYPSUMBOARD PER WALL TYPE

HEADER AS REQUIRED

DRY WALL SCREW, (1) NEXT TO EACH RETAINER CLIP

HEAT TREATED CASING RETAINER CLIP

STEEL CASING

TIMELY OR EQUAL PER-FINISH STEEL DOOR FRAME

1-3/4" BI-FOLD SOLID CORE DOOR PAINT TO MATCH

STANDARD DOUBLE RABBET FRAME(SHOWN) TYP. FOR SWING DOORS, U.O.N.

SEE PARTITION PLAN FOR PONYWALL HEIGHTS

HDU-2 AT CORNER & AT 8'-0" O.C.W/ DBL. 2x4 OR 4x4 POST.

SOUND BATT INSULATION AT 8'-5" HIGHPONY WALLS, SEE PARTITION PLAN

BASE PER FLOORINGPLAN SEE SHT A2

ACOUSTICALSEALANT, TYPICAL

(E) CONCRTE ORWOOD FLOOR

GYPBOARD AS SCHEDULED ON EACHSIDE OF METAL STUDS. EXISTING.

SECTIONPLAN VIEW (AT HOLDOWN)

HDU-2 AT 8'-0" O.C. W/ DBL. 2x4 OR 4x4 POST.

GYPBOARD AS SCHEDULED ON EACHSIDE OF METAL STUDS. EXISTING.

HDU-2 AT CORNERS W/DBL. 2x4 OR 4x4 POST.

A

A

3" 2 - #8 x 1" WAFERHEAD SCREWS AT BRACE

TAPABLE TOP TRACK (PSI #995 OR EQUAL)

GYPBOARD AS SCHEDULED ON EACHSIDE OF METAL STUDS EXISTING.

2 TO 4 INCH DISTANCE BELOW CEILING TILHEIGHTS, SEE CEILING PLAN

CEILING TILE AFFVARIES SEE CEILINGPLAN FOR HEIGHTS

ACOUSTIC GRID CEILING

CEILING TILE AFFVARIES SEE CEILINGPLAN FOR HEIGHTS



AT CONCRETE:POWDER DRIVEN PIN, .145 DIA. W 11

8"PENETRATION AT 24" O.C. - ICC ESR 166SAT WOOD:#10 x 2" WOOD SCREWS

#6 SCREWS (4) ORMANUFACTURERSSUPPLIED RESTRAINTS

AT CONCRETE:5

8" DIA. TITEN HD W/ 312" EMBEDMENT.

AT WOOD:5

8" DIA. x 3" LONG LAG

FINISH DRYWALL CAP TO MATCHEXISTING TEXTURE ON WALLS

STRUCTURAL EXISTINGRATED ROOF ASSEMBLY#8 WOOD

SCREWS

2" - 25 GA. METAL STUD SEISMICBRACING AT MIN. 4'-0" O.C. EXISTING,ADD BRACING AS REQUIRED

CONTINUE METAL STUDS AT FULLHEIGHT CONDITION AND ATTACHTO UNDERSTRUCTURE WITH #8WOOD SCREWS

#8 WOOD SCREWS

GYPBOARD CEILING WHERE OCCURS

6"- 20 GA. METAL STUDS AT 16" O/C TOSUPPORT GYPBOARD AT CEILING

GYPBOARD ONE SIDEAT FULL HEIGHT WALLS CHAPCARE

837 S FAIR OAKS AVENUE,PASADENA, CA 91105

Tel: 626-993-1211

REVISIONS:

CLIENT:

PROJECT:

CONSULTANT:

WET STAMP:

PROJECT NO:CHECKED:

SCALE:SHEET TITLE:

DESIGN:DATE:

SHEET NO:





AS NOTED2016006

SGEKPL

08 . 18 . 16

A4.0

CONSTRUCTION DETAILS

78

6 SUSPENDED CEILING DETAILSCALE: N.T.S.5 4

12 SCALE: N.T.S.SEISMIC BRACING AT SUSPENDED CEILING3 SEISMIC BRACING AT SUSPENDED TILE CEILING

SCALE: N.T.S.SUSPENDED CEILING DETAILSCALE: N.T.S.

NON-RATED PARTITION WALLSCALE: N.T.S.

KNOCK DOWN STEEL DOOR FRAME - HEAD/JAMBSCALE: N.T.S.

SOFFIT FABRICATED FROM EXISTING PARTITION WALLSCALE: N.T.S.

PONY WALLSCALE: N.T.S.

Attachment C: Federal Requirements and Forms This is a federally-assisted construction project. Federal Labor Standards Provisions outlined in the HUD-4010 form, including the prevailing wage requirements of the Davis-Bacon and Related Acts (DBRA) will be enforced. The “current Federal Wage Decision” is the one in effect 10-day prior to the bid opening date and can be found on-line at http://wdol.gov. The State wage rates are available online at http://www.dir.ca.gov/DLSR/PWD/index.htm. In the event of a conflict between Federal and State wages rates, the higher of the two will prevail. Lower State wage rates for work classifications not specifically included in the Federal wage decision are not acceptable. Apprenticeship Program: Attention is directed to Sections 1777.5, 1777.6, and 1777.7 of the California Labor Code and Title 8 of the California Administrative Code, Section 200, et seq., to ensure compliance and complete understanding of the law regarding apprentices. Conflict of Interest: in the procurement of supplies, equipment, construction, and services by sub-recipients, the conflict of interest provisions in 24 CFR 85.36, OMB Circular A-110, and 24 CFR 570.611 shall apply. No employee, officer, or agent of the sub-recipient shall participate in the selection, award, or administration of a contract supported by federal funds if a conflict of interest, real or apparent, would be involved. Section 3 Bid Preferences: This HUD Section 3 covered construction project is intended to create economic opportunities for low-income residents and qualified businesses in the project area. First preference will be given to a bidder who is a qualified Section 3 Business Concern and provides a reasonable bid. Second preference will be given to a bidder who commits to employing income qualified residents or to subcontracting with qualified business concerns; identifies the positions and/or subcontractors to be hired; and provides a reasonable bid. A bid is considered reasonable for Section 3 if the bid is found to be within the Zone of Consideration, as outlined in 24 CFR 135, detailed in the project specifications, and explained at the pre-bid meeting.

http://wdol.gov/

http://www.dir.ca.gov/DLSR/PWD/index.htm

2017 SECTION 3 RESIDENT CERTIFICATION

(2017 INCOME GUIDELINES EFFECTIVE 04/11/2017)

Name:

Address:

I hereby certify that I am: A Public Housing resident (Specify the name of the Public Housing site): A low-income resident of the metropolitan area of Los Angeles County based on the following. Select your Family Size and gross annual Income (from all sources):

FAMILY SIZE INCOME LIMITS

1 $18,950 & below $18,951 to $31,550 $31,551 to $50,500 $50,501 & above

2 $21,650 & below $21,651 to $36,050 $36,051 to $57,700 $57,701 & above

3 $24,350 & below $24,351 to $40,550 $40,551 to $64,900 $64,901 & above

4 $27,050 & below $27,051 to $45,050 $45,051 to $72,100 $72,101 & above

5 $29,250 & below $29,251 to $48,700 $48,701 to $77,900 $77,901 & above

6 $31,400 & below $31,401 to $52,300 $52,301 to $83,650 $83,651 & above

7 $33,500 & below $33,551 to $55,900 $55,901 to $89,450 $89,451 & above

8 $35,750 & below $35,751 to $59,500 $59,501 to $95,200 $95,201 & above

Not a public housing or low-income resident of the metropolitan area of Los Angeles. Print Full Name Signature Date

This Section Must Be Completed by the EMPLOYER

The above-named person is a permanent full-time new-hire employee who was hired on:

This employee’s Work Classification is:

Company Name:

Print Name of Owner/Agent: Signature of Owner/Agent: Date:

This Section Must Be Completed by the Local Contracting Agency (LCA) Name of LCA: Project Name: Project Number:

Income Level: Extremely Low Very Low Low Above eligible income limit

Not income qualified for the following reason(s):

Category: Targeted Service Area (Provide Census Tract __________ and Block Group __________)

Youthbuild Program McKinney Homeless Program Other qualified Program: Print Name of Section 3 Coordinator: Signature: Date:

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