West Hollywood Housing Project Construction Docs by rodriguezsjohanna

GENERAL NOTES:

WEST HOLLYWOOD HOUSING PROJECT 1051 N. Spaulding Ave. West Hollywood CA, 90046

SPECIFIC NOTES:

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

Scale

6/2/2017 1:17:54 PM

GENERAL NOTES:

VICINITY MAP

PROJECT INFORMATION

PROJECT CONSULTANTS OWNER

APN NO.

1051 North Spaulding Avenue West Hollywood, CA

552-700-5027

OCCUPANCY GROUP

R-2

TYPE OF CONSTRUCTION

I-A & V-A

ZONING

R3-B

LOT AREA

13,000.00 SF (0.298 ACRES)

BUILDING AREA PROPOSED

13,498.98 SF (HOUSING)

PARKING AREA PROPOSED

13,000.00 SF

PROPOSED FOOTPRINT

13,000.00 SF

DENSITY R-3B ZONE

10 UNITS ALLOWED

1DU/1,1210SF OF LOT. LOT= 13,000/1,120=10.7

14 UNITS PROVIDED (WEHO SEC 19.22.050 AFFORDABLE HOUSING INCENTIVES) 35% DENSITY INCREASE = +4 UNITS (10+4=14) 10% VERY LOW INCOME = 10 BASE UNITS X.1 = 1 VERY LOW INCOME UNIT GREEN LIST HOUSING INCENTIVES: (WEHO SEC 19.20.060 C3) MULTI FAMILY RESIDENTIAL= ONE INCENTIVE PERMITED 1-NOT USED AFFORDABLE HOUSING INCENTIVES: (WEHO SEC 19.22.050) 10% VERY LOW INCOME = TWO INCENTIVES PERMITTED

PROJECT MANAGER

JOHANNA S. RODRIGUEZ

BARRY MILOFSKY

5652 LEMP AVE. NORTH HOLLYWOOD,CA 91601

3801 W. TEMPLE AVE POMONA, CA 91768

JSR@CPP.EDU

BAMILOFSKY@CPP.EDU

CONSTRUCTION MANAGER

STRUCTURAL ENGINEER

MICHAEL FOX

MARC SCHULITZ

3801 W. TEMPLE AVE POMONA, CA 91768

MFOX@CPP.EDU

MSCHULITZ@CPP.EDU

MECHANICAL ENGINEER

CODES CONSULTANT

HOFU WU

ANDREW THUL

3801 W. TEMPLE AVE POMONA, CA 91768

350 S. GRAND AVE SUITE 3310 LOS ANGELES, CA 90071

HWU@CPP.EDU

ATHUL@COSENTINI.COM

SPECIFIC NOTES:

1- 10% FRONT SETBACK REDUCTION 2- 1 STORY INCREASE

SYMBOLS LEGEND DRAWING No.

SIM

SHEET No.

BUILDING SECTION

WALL SECTION

DETAIL REFERENCE

A101

SHEET No.

INTERIOR ELEVATIONS

NORTH ARROW

BUILDING GRIDS

EXTERIOR ELEVATION DESIGNATION 1

101

A101

DOOR

GLAZING

SHEET No.

EXTERIOR ELEVATIONS

DOOR & GLAZING REFERENCE TAGS

REVISION CLOUD

CORRESPONDING REVISION NUMBER ON SHEET TITLEBLOCK

HEIGHT:

35 FEET, 3 STORIES ALLOWED (WEHO SEC 19.06.040 TABLE 2-3) 40 FEET 10IN, 4 STORIES PROVIDED (AFFORDABLE HOUSING INCENTIVE)

COMMON OPEN SPACE:

1,000 SF REQUIRED 3,120.17 SF PROVIDED

PRIVATE OPEN SPACE:

MINIMUM 120 SF PER UNIT, 7 FOOT MIN DIM. 2 BED UNITS: 301.15 SF 1 BED UNITS: 205.46 SF STUDIO UNITS: 162.56 SF

INTERIOR ELEVATION DESIGNATION 1

REAR: 15 FEET ALLOWED 15 FEET PROVIDED

A101

STREET SIDE, CORNER LOT (ALLEY): 5 FEET ALLOWED 5 FEET PROVIDED

SIMILAR

SIDE: 5 FEET 2 STORIES + 1 FOOT FOR THIRD STORY + 1 FOOT FOR FOURTH STORY = 7 FEET ALLOWED 7 FEET PROVIDED

DRAWING No.

SIMILAR 1 A101

SIM

SHEET No.

FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 30 FEET REQUIRED 15 FEET PROVIDED (30FT-50% = 15FT) Johanna Rodriguez jsr@cpp.edu

SHEET INDEX Sheet # A 0.0 A 0.1 A 0.3 A 0.4 A 0.5 A 0.6 A 0.7 A 0.8 A 1.1 A 2.1 A 2.2 A 2.3 A 2.4 A 2.5 A 3.1 A 4.1 A 4.2 A 4.3 A 5.1 A 5.2 A 6.1 A 6.2 A 6.3 A 7.1 A 7.2 A 8.1 A 8.2 A 8.3 A 9.1 A 9.2 E 1.1 E 1.2 M 1.1 M 1.2 S 2.0 S 2.1

Sheet Name

TITLE SHEET GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES CODE ANALYSIS CODE ANALYSIS MEANS OF EGRESS SITE PLAN PARKING PLAN FIRST LEVEL FLOOR PLAN SECOND LEVEL FLOOR PLAN THIRD LEVEL FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS ENLARGED WALL SECTION SECTIONAL PERSPECTIVE ENLARGED PLAN SECTION ENLARGED PLAN SECTION INTERIOR ELEVATION INTERIOR ELEVATION SCHEDULES REFLECTED CEILING PLANS REFLECTED CEILING PLANS VERTICAL CIRCULATION VERTICAL CIRCULATION VERTICAL CIRCULATION KEY DETAILS KEY DETAILS ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS MECHANICAL DRAWINGS MECHANICAL DRAWINGS FOUNDATION PLANS FRAMING PLANS

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

TITLE SHEET 01

Job # Size Date Drawn by Revision #

PLAN DETAIL CALLOUT

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.0 Scale

6/2/2017 1:17:57 PM

SETBACKS:

GENERAL NOTES:

SPECIFIC NOTES:

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

TITLE SHEET 01

Job # Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.1 Scale

6/2/2017 1:17:57 PM

Size

1.THE GENERAL CONDITIONS OF THIS CONTRACT FOR CONSTRUCTION, STANDARD FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS, CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY MODIFIED BELOW COMPLETION DATA. 2. PRIOR TO BEGINNING WORK, THE GC SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH THE PROJECTED. 3. ALL WORK PERFORMED BY THE GC/SUB-CONTRACTOR SHALL CONFORM TO THE CODES, REGULATIONS, STANDARDS AND REQUIREMENTS OF THE CITY OF GLENDALE, COUNTY OR STATE AND FEDERAL AGENCIES, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER SPECIFIED ON THE DRAWINGS. 4. THE GC/SUB-CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVAL, INSPECTIONS, AND PERMITS NECESSARY FOR EXECUTION AND COMPLETION OF APPROVALS INSPECTIONS, AND PERMITS NECESSARY FOR EXECUTION AND COMPLETION OF HIS WORK. PAY LEGALLY REQUIRED SALES, CONSUMER AND USE TAXES. THE OWNER SHALL PAY SCHOOL TAX. 5. GC TO PROVIDE AND PAY FOR ALL LABOR, MATERIALS AND REQUIREMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, ELECTRICAL POWER, WATER HEAT, TELEPHONES AND OTHER UTILITIES REQUIRED FOR CONSTRUCTION, OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK IN CONTRACT DOCUMENTS. 6. BEFORE SUBMITTING HIS BID, EACH BIDDER SHALL INSPECT THE SITE OF THE PROPOSED WORK TO ARRIVE AT CLEAR UNDERSTANDING OF CONDITIONS AND THE SCOPE OF WORK TO BE PERFORMED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER BEFORE DELIVERY OF BID. NO CONSIDERATION WILL SUBSEQUENTLY BE ALLOWED BECAUSE OF ERROR OR OVERSIGHT ON THE PART OF THE CONTRACTOR. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT AND OWNER ALL EXISTING DAMAGE AND UNSATISFACTORY CONDITIONS. NATURE AND EXTENT OF THESE CONDITIONS WILL BE VERIFIED BY THE OWNER AND CONTRACTOR WILL NOT BE HELD RESPONSIBLE FOR CORRECTION OF SUCH DAMAGE UPON COMPLETION OF WORK, UNLESS INCLUDED IN THE CONTRACT BY MUTUAL CONSENT. 7. THE GENERAL CONTRACTOR SHALL PROVIDE AN APPROVED PORTABLE SANITARY REST ROOM FACILITY PRIOR TO COMMENCING WORK. IT SHALL BE LOCATED WITHIN THE REAR 25 FT. OF THE PROPERTY AND AT LEAST 20 FT. FROM ANY OTHER PROPERTY LINE, UNLESS APPROVED BY THE BUILDING DEPARTMENT. IT SHALL BE MAINTAINED ON A REGULAR BASIS. 8. CONSTRUCTION IS ALLOWED ONLY BETWEEN THE HOURS OF 8:00 AM TO 6:00 P.M., MONDAY THROUGH FRIDAY, AND IS PROHIBITED ON PUBLIC HOLIDAYS. 9. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER FOR EACH CHANGE ORDER PRIOR TO COMMENCING WITH THE WORK IN QUESTION. EACH CHANGE ORDER MUST BE INVOICED WITH THE NEXT PAYMENT REQUEST AFTER THE CHANGE ORDER WORK IS COMPLETED. EXTRA WORK DONE WITHOUT AN APPROVED CHANGE IS NOT REIMBURSABLE. 10. THE GENERAL CONTRACTOR SHALL PROVIDE LIEN RELEASES FOR ALL LABOR AND MATERIALS PAID FOR PRIOR TO RECEIVING THE NEXT INSTALLATION PAYMENT. 11. THE GENERAL CONTRACTOR OR AN APPOINTED REPRESENTATIVE WILL BE OBLIGATED TO ATTEND AN APPOINTED WEEKLY JOB MEETING WITH THE OWNER AND ARCHITECT FOR THE PROJECT COORDINATION PURPOSES. THE BID PRICE SHALL REFLECT AN ALLOTMENT OF TIME FOR THIS MEETING. 12. THE OWNER RESERVES THE RIGHT TO EMPLOY OTHER AND/OR SIMILAR CONTRACTORS TO DO SUCH PORTIONS OF THE WORK AS ARE NOT COVERED BY THE CONTRACT DOCUMENTS. 13. ALL WORK SHALL BE OF THE HIGHEST QUALITY. GC IS TO ASSURE THAT ALL WALLS ARE PLUMB AND THE ALL CEILINGS ARE LEVEL AND TRUE. FLOORS ARE TO BE INSTALLED LEVEL WITHIN REASONABLE TOLERANCES OF +1/4", -1/4", UNLESS. 14. GC SHALL GUARANTEE FOR A PERIOD OF 2 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION THAT ALL WORK WILL BE OF THE HIGHEST QUALITY EXCEPT WHERE OTHERWISE SPECIFIED. ANY MANUFACTURING PROBLEMS INCLUDING BUT NOT LIMITED TO SEAM SEPARATION, FAULTY HARDWARE, INFERIOR FINISHES, BLISTERING, DELIMITATION WILL BE CORRECTED AT NO CHARGE TO OWNER. CORRECTIONS MUST BE OF THE HIGHEST QUALITY SO THAT CORRECTIONS ARE NOT OBVIOUS TO THE ARCHITECT OF CLIENT. THIS GUARANTEE IS ONLY FOR MANUFACTURING DEFECTS AN NOT FOR WEAR & TEAR OR DAMAGE DONE BY CLIENT. ROOFING INSTALLATION SHALL BE GUARANTEED FOR 5 YEARS. 15. INSURANCE REQUIRED OF CONTRACTOR SHALL COMPLY WITH THE FOLLOWING ADDITIONAL REQUIREMENTS: CONTRACTOR SHALL CARRY BUILDERS RISK "ALL RISK" INSURANCE TO COVER THE COST OF THIS WORK. ARCHITECT SHALL BE PRESENTED WITH CERTIFICATES OF CONTRACTOR'S INSURANCE AND OWNER'S FIRE AND EXTENDED COVERAGE AT THE TIME OF SIGNING OF THE CONTRACT. STATUTORY WORKERS' COMPENSATION INCLUDING EMPLOYERS LIABILITY COVERAGE: CONTRACTOR SHALL MAINTAIN INSURANCE TO AFFORD PROTECTION FOR ALL CLAIMS UNDER THE CALIFORNIA WORKER'S COMPENSATION ACT ANOTHER EMPLOYEE BENEFIT ACTS, AND IN ADDITION SHALL MAINTAIN EMPLOYERS LIABILITY INSURANCE FOR MINIMUM LIMIT OF $1,000,000.00. AUTOMOBILE AND VEHICLE LIABILITY, INCLUDING ALL OWNER, HIRED, AND NON-OWNER AUTOMOBILES AND VEHICLES, WITH MINIMUM COVERAGE LIMITS AS REQUIRED ABOVE FOR COMPREHENSION BROAD FORM GENERAL LIABILITY INSURANCE. OWNER SHALL BE GIVEN WRITTEN NOTICE NOT LESS THAN THIRTY (30) DAYS PRIOR TO THE EFFECTIVE DATE OF ANY CANCELLATION OR ANY MATERIAL CHANGE IN ALL SUCH INSURANCE, AS EVIDENCED BY RETURN RECEIPT OF A REGISTERED LETTER TO OWNER. 16. SAFETY: ALL CONTRACTORS AND/OR THEIR SUB-CONTRACTORS PERFORMING WORK ON THE PREMISES SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, & SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING, BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY, AND COMPLIANCE IS AND SHALL BE, THE CONTRACTOR'S RESPONSIBILITY. PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE REQUIRED OR NECESSARY FOR SAFETY, PER CAL-OSHA OR OTHER GOVERNING REQUIREMENTS. 17. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDED ALL APPROVED BARRICADING, CONFORM TO ALL GOVERNING, REQUIREMENTS, AND MAINTAIN REQUIRED LIGHTS, WARNING AND DIRECTIONAL SIGNS AND OTHER PROTECTION NEAR AND ABOUT SITE OF WORK AS MAY BE REQUIRED BY ALL GOVERNING AUTHORITIES HAVING JURISDICTION. 18. SEISMIC: PROVIDE SEISMIC RESTRAINS AND ENGINEERING FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED BY CODE. 19. ALL WORK SHALL BE DONE TO THE HIGHEST STANDARD OF CRAFTSMANSHIP BY JOURNEYMEN OF THE RESPECTIVE

21. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS PIPING, CEILING SUSPENSION SYSTEMS, ETC..., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE CONSTRUCTION DRAWINGS. 22. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ADJACENT STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING, SHORING FOR LOADS, ETC. THE CONTRACTOR SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AN HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN FIELD. 23. AT THE COMPLETION OF WORK EACH DAY ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A BROOM CLEAN CONDITION. 24. THE GC SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE OWNER. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED DURING THE COURSE OF CONSTRUCTION BY HIS FOLLOWING: 25. GENERAL CONTRACTOR SHALL INSTALL ALL ITEMS PROVIDED BY OWNER, INCLUDING BUT NOT BEING LIMITED TO THE A. SURFACE MOUNTED LIGHT FIXTURES. 26. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE SIMILAR TO THAT INDICATED OR NOTED FOR SIMILAR CONDITIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT FOR INTERPRETATION OR CLARIFICATION. 27. THE CONTRACTOR MUST MEET THE FOLLOWING CRITERIA IN ORDER FOR THE JOB TO BE COMPLETE. OBTAIN FINAL APPROVAL FROM THE BUILDING INSPECTOR. OBTAIN AN OCCUPANCY CERTIFICATE AND COMPLETE ALL ITEMS FROM THE ARCHITECT'S AND OWNER'S SUBSTANTIALLY COMPLETE PUNCH LIST. THE START DATE SHALL BE AGREED UPON AT THE SIGNING OF THE CONTRACT. 28. UPON COMPLETION OF THE WORK, CONDUCT AN OPERATING TEST. DEMONSTRATE THAT ALL EQUIPMENT IS OPERATING IN A SATISFACTORY MANNER IN ACCORDANCE WITH THE MANUFACTURER'S OPERATING INSTRUCTIONS.

ANY DISCREPANCIES IN THE PLANS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 39. CONTRACTOR TO VERIFY WITH OWNER ALL MATERIALS AND FINISHES NOTED ON THESE PLANS PRIOR TO ORDERING, INCLUDING, BUT NOT LIMITED TO, WINDOWS AND DOORS. 40. ROOFING MATERIALS SHALL HAVE A MINIMUM 3-YEAR AGED SOLAR REFLECTANCE AND THERMAL EMITTANCE OR A MINIMUM REFLECTANCE INDEX (SRI) EQUAL TO OR GREATER THAN THE VALUES SPECIFIED IN TABLES A4.106.5(1) ON SHEET CAL-5

BUILDING DEPARTMENT NOTES: 1. DOORS THAT SWING OVER A LANDING/PORCH REQUIRE A LANDING NOT LESS THAN 44" IN LENGTH OF TRAVEL AND NOT MORE THAN 1/2" BELOW THE THRESHOLD. DOORS THAT DO NOT SWING OVER TOP STEP OR LANDING MAY OPEN ON A LANDING OR TOP STEP THAT IS NOT MORE THAN 7-1/2" MAX. BELOW FLOOR LEVEL. 2. PROVIDE FIRE BLOCKING IN ACCORDANCE WITH CHAPTER 7 IN THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVERED CEILINGS. D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS.

29. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY TO AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, TELEPHONE, CABLE TV AND OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO PART OF THIS CONTRACT. INSPECT THOSE AREAS, ASCERTAIN WORK NEEDED, AND DO THAT WORK IN ACCORDANCE WITH CONTRACT REQUIREMENTS AT NO ADDITIONAL COST.

3. GLU-LM BEAMS MUST BE CERTIFIED BY A.I.T.C.

30. CONTRACTOR TO PROVIDE COMPLETE JOB, INCLUDING ALL TRIM, TRANSITION STRIPS, SHIMS, BACKING, ETC.. NOT SPECIFICALLY CALLED OUT BUT REQUIRED BY CODE AN/OR TO PERFORM TOP QUALITY WORK. THESE ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST.

5. EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, AND STATES THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: A. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. B. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS OTHER THAN WARDROBE DOORS. C. GLAZING IN STORM DOORS. D. GLAZING IN ALL UNFRAMED SWINGING DOORS. E. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. F. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. G. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F THAT MEET ALL OF THE FOLLOWING CONDITIONS: I. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. II. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. III. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. IV. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. H. GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL-PANELS. I. GLAZING IN WALLS AND FENCES USED AS THE BARRIER FOR INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE POOL SIDE OF THE GLAZING. II. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA WATER'S EDGE. J. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE

31. THE CONTRACTOR SHALL RELOCATE DRAINAGE AND SEWER LINES, WATER, GAS AND OTHER UTILITY OR ELECTRIC SERVICE LINES, PIPING, OR CONDUITS AND VENTILATION DUCTS IN THE WAY OF NEW WORK, AND SEE THAT ALL SUCH SERVICES WHICH ARE TO BE REMOVED ARE CORRECTLY CAPPED OR PLUGGED AND MADE GAS AND WATER TIGHT ACCORDING TO THE APPLICABLE REQUIREMENTS OF THE GOVERNING AUTHORITIES OR UTILITY FIRMS. SUCH SERVICES TO REMAIN IN PLACE SHALL BE RELOCATED OR REROUTED BY CONTRACTOR AND THIS REQUIREMENT APPLIES TO BOTH EXPOSED AND CONCEALED SERVICES WHETHER OR NOT INDICATED ON DRAWINGS. 32. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE, UNTIL FINAL ACCEPTANCE BY THE BUILDING OWNER. COVER AND PROTECT SURFACES OF ROOMS AND SPACES TURNED OVER FOR THE WORK. THE EXISTING FACILITIES, CONTENTS, IMPROVEMENTS ON THE SITE, WORK IN PROGRESS, STORED MATERIALS (INCLUDING PROPERTY ADJACENT TO THE SITE SHALL THE CONTRACTOR. THIS INCLUDES PROTECTION AGAINST DAMAGE ARISING FROM DUST, DIRT, FUMES, WEATHER, DAMAGE, AND VANDALISM AS WORK PROGRESSES. ALL DAMAGE SO OCCURRING SHALL BE REPAIRED TO SATISFACTION OF ARCHITECT & OWNER OR DAMAGED ITEMS REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 33. SUBMITTALS: ALL SUBMITTALS TO THE ARCHITECT SHALL BE MADE BY THE GC (NOT BY THE SUBCONTRACTOR), WITH A DATED TRANSMITTAL FORM AT LEAST 10 DAYS BEFORE THE DATE THE REVIEWED SUBMITTAL WILL BE NEEDED BACK FROM ARCHITECT. A. SUBMISSION REQUIREMENT: 1. SUBMIT 1 BLUE LINE PRINT AND 1 REPRODUCIBLE PRINT OF SHOP DRAWINGS, AND THE NUMBER OF COPIES OF PRODUCT DATA WHICH CONTRACTOR REQUIRES FOR DISTRIBUTION, PLUS ONE COPY WHICH WILL BE RETAINED BY THE ARCHITECT. 2. DRAWINGS AND PRODUCT DATA SHALL BE CERTIFIED BY THE GC THAT THEY HAVE BEEN CHECKED BY HIM AND CONFORM TO THE CONTRACTOR REQUIREMENTS. 3. PLEASE SUBMIT THREE SAMPLES UNLESS OTHERWISE SPECIFIED. ONE SAMPLE WILL BE RETAINED BY THE ARCHITECT. ACCEPTED SAMPLES WILL BE SIGNED AND DATED BY ARCHITECT AND OWNER. B. RESUBMISSION REQUIREMENTS: 1. SHOP DRAWINGS: REVISE INITIAL DRAWINGS AS REQUIRED AND RESUBMIT, INDICATE ON DRAWINGS ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. 2. PRODUCT DATA AND SAMPLES: SUBMIT NEW DATA AND SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. C. SUBMIT SHOP DRAWINGS OF THE FOLLOWING: - SKYLIGHT - SLIDING GLASS DOORS & WINDOWS 34. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTIONS OF THE WORK. ALL MATERIALS SHALL BE PREMIUM GRADE QUALITY THROUGHOUT. NO SUBSTITUTION OF SPECIFIED MATERIALS ALLOWED WITHOUT WRITTEN CONSENT FROM THE OWNER AND ARCHITECT. 35. CONTRACT CLOSE OUT: OWNERS SHALL RECEIVE PROJECT INFORMATION IN AN 8 - 1/2" X 11" BINDER FORMAT CONSISTING OF THE FOLLOWING: A. CLOSE-OUT SUBMITTALS: 1. EQUIPMENT OPERATION AND MAINTENANCE DATA 2. GUARANTEES AND WARRANTIES FOR ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT. 3. MAINTENANCE INSTRUCTIONS FOR ALL MATERIALS AND EQUIPMENT INCLUDING ARCHITECTURAL FINISHES, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. B. INSTRUCTIONS: INSTRUCT OWNER'S PERSONNEL IN OPERATION OF ALL SYSTEMS, MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT. 36. CONTRACTOR SHALL SUPPLY AND INSTALL BLOCKING AND SUPPORTS IN PARTITIONS AND CEILINGS AS REQUIRED FOR INSTALLATION OF ALL SPECIFIED EQUIPMENT, ACCESSORIES AND MILLWORK.

SPECIFIC NOTES:

4. WHERE NM CABLE (ROMEX) IS RUN ACROSS THE TOP OF CEILING JOISTS AND/OR WHERE THE ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS, PROTECTION WITHIN 6' OF THE NEAREST EDGE OF THE SCUTTLE HOLE OF ATTIC ENTRANCE SHALL BE PROVIDED. (E.C.320-14).

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

6. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY. (2517 G 8,9). 7. GALVANIZED SHEET METAL (26 GAUGE MIN.) ROOF VALLEY FLASHING IS REQUIRED. (3203-D5). 8. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 9. WHERE STRUCTURAL WELDING IS REQUIRED IT SHALL BE PERFORMED BY CERTIFIED WELDERS UNDER THE SUPERVI SION OF A SPECIAL INSPECTOR OR IN THE SHOP OF AN APPROVED FABRICATOR. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. 10. HANDRAILS SHALL SATISFY THE FOLLOWING: (1012). A. PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WITH 4 OR MORE RISERS. A. PROVIDE CONTINUOUS HANDRAIL FOR STAIRWAYS WITH 4 OR MORE RISERS. B. HANDRAIL SHALL BE 34-38 INCHES ABOVE THE NOSING TREADS. C. INTERMEDIATE BALUSTERS SHALL BE SPACED 4 INCHES O.C. MAXIMUM TO OPEN SIDE (S). D. THE HAND GRIP PORTION OF THE HANDRAIL SHALL E NOT LESS THAN 1-1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS SECTIONAL DIMENSIONS. E. RETURN HANDRAIL TO NEW POST OR WALL. F. PROVIDE 42 INCHES HIGH PROTECTIVE GUARDRAILS FOR DECKS, PORCHES, BALCONIES, AND RAISED FLOORS, (MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW) AND OPEN SIDE(S) OF STAIR LANDINGS. G. OPENINGS BETWEEN BALASTERS/RAILS SHALL BE LESS THAN 4 INCHES.

TITLE:

GENERAL NOTES 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.2

11. NEW PLUMBING FIXTURES SHALL BE OF WATER CONSERVATION TYPE. ALL WATER CLOSETS SHALL BE LOW FLUSH AND SHOWER HEADS LOW FLOW TYPE. Scale

6/2/2017 1:17:59 PM

GENERAL NOTES:

40. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN1/4" AND 1/2" SHALL BEVELED WITH A SLOPE NO GREATER THAN 1:2.

13. A DEPUTY INSPECTOR REGISTERED BY THE CITY OF GLENDALE OR BY I.C.C. AND PAID FOR BY THE CONTRACTORS, SHALL BE EMPLOYED FOR MASONRY CONCRETE AND STRUCTURAL STEEL WORK, INCLUDING WELDING, ON THE JOB.

41. THE BOTTOM 10" 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 A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

14. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW.

16. SHOWER AREAS TO BE FINISHED TO A HEIGHT OF NOT LESS THAN 70" ABOVE THE DRAIN. MATERIALS OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF TYPE, WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE

42. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS FOR EXTERIOR DOORS AND 5 LB. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LB.

17. ALL SHOWER COMPARTMENTS REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF 1024 SQ. IN. AND SHALL ALSO BE CAPABLE OF ENCOMPASSING 30" CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES ABOVE THE SHOWER DRAIN OUTLET.

43. STREET ADDRESS MUST BE PROVIDED ON FRONT OF OF THE BUILDING. NUMBERS MUST BE VISIBLE FROM THE STREET, MUST BE OF A COLOR WHICH CONTRASTS WITH THE BACKGROUND AND MUST BE AT LEAST 4-INCHES IN HEIGHT AND 2-INCHES IN WIDTH. SEC. 502 AND P.A.C. CHAPTER 12.20.

18. PROVIDE A 12"X12" TUB ACCESS, OR USE FIXED JOINT.

44. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HEIGHT BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTIN G BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN.

15. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS SHALL BE SECURELY HELD IN PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING INSPECTOR AND OBSERVATION BY THE ENGINEER.

19. WATER CLOSETS TO USE MAXIMUM OF 1.28 GAL./FLUSH. SEE CALGREEN (CAL) SHEETS FOR DETAILS. 20. PROVIDE 50 SQ.. INCH VENT TOP AND BOTTOM FOR EACH WATER HEATER. 21. PROVIDE MIN. 22"X30" ATTIC ACCESS, WITH 30" HEADROOM. 22. PROVIDE ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS WITH NATURAL VENTILATION BY MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 1/20 OF THE FLOOR OF SUCH ROOMS WITH A MINIMUM OD 1.5 SQ.. FT. OR A MECHANICAL VENTILATION SYSTEM WITH MINIMUM FIVE AIR CHANGES PER HOUR DIRECTLY TO OUTSIDE. 23. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER FOR ALL OUTLETS IN BATHROOMS, GARAGES, OUTDOOR LOCATIONS WITHIN 6'6" O F GRADE, CRAWL SPACE, UNFINISHED BASEMENT AND WITHIN 6' OF KITCHEN SINKS PER NEC 210-8. 24. ELECTRICAL PANELS TO BE READILY ACCESSIBLE, WHERE THEY WILL NOT BE EXPOSED TO PHYSICAL DAMAGE AND NOT IN THE VICINITY OF ASILY IGNITABLE MATERIAL SUCH AS IN CLOTHES CLOSETS. 25. PROVIDE A MINIMUM OF ONE OUTDOOR OUTLET ACCESSIBLE AT GRADE LEVEL AND ONE IN HALLWAYS OF 10 FEET OR MORE IN LENGTH OTHER CITY ORDINANCE OR STATE LAW. 26. RETAINING WALLS/POOLS/SPAS/JACUZZIS/ BOUNDARY WALLS/FENCES/TRELLIS/PATIO COVERS REQUIRE SEPARATE PERMITS. 27. COMPLY WITH PROTECTION OF ADJOINING PROPERTY BY GIVING A 30 DAY WRITTEN NOTICE (BY CERTIFIED MAIL) BY ATTACHING A LETTER TO ADJACENT PROPERTY OWNERS, OF INTENT TO EXCAVATE WHERE EXCAVATION IS DEEPER THAN THE FOUNDATION OF ADJOINING BUILDING AND LOCATED CLOSER TO PROPERTY LINE THAN THE DEPTH OF EXCAVATION. 28. PER SECTION 2512, PROVIDE GREEN GYPSUM BOARD WHEN USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH TABLE 25-G. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: A. OVER A VAPOR RETARDER. B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS, OR GANG SHOWER ROOMS. C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. 29. ALL PLUMBING PENETRATION THROUGH WALLS WHICH REQUIRED PROTECTED OPENINGS (OCCUPANCY SEPARATION WALLS, AREA SEPARATION WALLS, CORRIDOR WALLS AND WALLS TO CLOSE TO A REAL OR IMAGINARY PROPERTY LINE) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. 30. PLASTIC ELECTRICAL BOXES ARE TO BE CLEARLY IDENTIFIED AS APPROVED FOR 1-HOUR CONSTRUCTION. [710.2.1, 710.3] 31. ONE OPEN ABLE WINDOW WITH AN OPEN ABLE AREA OF NOT LESS THAN 5.7 SQ..FT., MINIMUM CLEAR 24" HEIGHT AND 20" WIDTH, AND A SILL HEIGHT NOT OVER 44" ABOVE THE FLOOR IS REQUIRED IN ALL BEDROOMS BELOW THE FOURTH STORY AND BASEMENT. [310.4] 32. A MINIMUM 12" SQ.. ACCESS PANEL TO THE BATHTUB TRAP SLIP JOINT CONNECTION IS REQUIRED. SHOW THE LOCATION AND SIZE ON THE PLANS. IF A SOLID JOINT IS TO BE USED, CLEARLY STATE ON THE PLANS AND NO ACCESS PANEL IS REQUIRE. [P.C.405.2] 33. EVERY STAIRWAY SHALL HAVE A HEADROOM OF NOT THAN LESS THAN 6'-8". SUCH CLEARANCES SHALL BE MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSING TO THE SOFFIT ABOVE ALL POINTS. 34. EACH WATER CLOSET STOOL SHOULD BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH AND HAVE A MINIMUM CLEAR SPACE IN FRONT OF TH E WATER CLOSET STOOL OF NOT LESS THAN 24". NOTE MAXIMUM 1.6 GALLONS/FLUSH FOR ALL WATER CLOSETS. 35. IF THE CONTRACTOR ENCOUNTERS ASBESTOS OR OTHER TOXIC MATERIALS, THE WORK SHALL IMMEDIATELY BE STOPPED AND THE OWNER AND ARCHITECT SHALL BE INFORMED OF THE PRESENCE OF THESE MATERIALS FOR IMMEDIATE ACTION. 36. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

45. EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. 46. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE-STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. SPACE BETWEEN PENETRATING MATERIALS (DESCRIBED BELOW ) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES. A. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE THE WALLS OR PARTITIONS, PROVIDED THEY ARE FIRE-STOPPED. B. OPENINGS FOR STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THEN 100 SQUARE INCHES OR 100 SQUARE FEET OF WALL OR PARTITIONS. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. C. WHERE WALLS ARE PENETRATED BY THE OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION 703.2. 47.DUCTS PENETRATING A FIRE BARRIER WALL MUST HAVE FIRE DAMPERS, CBC 508.4 SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS 46. DUCTS PENETRATING A FIRE BARRIER WALL MUST HAVE FIRE DAMPERS, CBC 508.4 SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS. A. DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS WITH RAILINGS OF TWO HOURS OR LESS. B. DUCT PASSING THROUGH HORIZONTAL EXIT WALLS. C. DUCT PENETRATING SHAFTS. D. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS. 47. 2-HR AREA SEPARATION WALL WILL A. EXTEND VERTICALLY FROM THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4) B. ALL OPENINGS TO BE PROTECTED WITH FIRE ASSEMBLES HAVING A FIRE- RESISTIVE RATING OF (1 1/2) (3) HOURS. C. DUCTS THROUGH AREA SEPARATION WALLS SHOULD BE AVOIDED, DUCT PENETRATIONS SHOULD BE PROTECTED AS REQUIRED IN 713.11. 48. PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL TOILETS AND BATHS ON LEVEL SECOND AND FOURTH LEVELS. 49. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER, TILE, OR EQUAL TO 70" ABOVE DRAIN. ENCLOSURE MUST BE OF APPROVED SAFETY GLAZING AND DOORS MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60" ABOVE DRAIN. 50. PROVIDE LOW FLOW TOILETS. SEE CALGREEN (CAL) SHEETS FOR DETAILS. 51. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR. 52. FOAM PLASTICS SHALL NOT BE USED AS INTERIOR FINISH EXCEPT AS PROVIDED IN CBC 801.8, SEC. 806.4, 2604.2 53. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.9

THE APPLICABLE CODE FOR THIS PROJECT IS BASED ON THE 2016 CALIFORNIA BUILDING CODE STANDARDS 2016 BUILDING STANDARDS ADMINISTRATIVE CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE 2016 CALIFORNIA ELEVATOR SAFTY CONSTRUCTION CODE WEST HOLLYWOOD MUNICIPAL CODE, 2014

FIRE NOTES:

GENERAL NOTES:

1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL B E PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 6 INCHES (152 MM) HIGH WITH A MINIMUM STROKE ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE. 2. FIRE EXTINGUISHERS: PROVIDE A FIRE EXTINGUISHER (MIN. 2A-10BC) WITHIN A RECESSED OR SEMI-RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY; THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE CABINET (ELEVATED OFF CABINET FLOOR); THE TOP OF THE FIRE EXTINGUISHER CABINET SHALL BE NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE FLOOR; EXTINGUISHERS SHALL BE PLACED IN EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE.

SPECIFIC NOTES:

3. FIRE SPRINKLERS / STANDPIPE SYSTEM: A COMPLETE AUTOMATIC FIRE SPRINKLER / STANDPIPE SYSTEM SHALL BE INSTALLED THROUGHOUT THE STRUCTURE IN ACCORDANCE WITH THE RECOMMENDATIONS OF NFPA 13 AND THE REQUIREMENTS OF THE GLENDALE FIRE DEPARTMENT. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. RISER AND ALL SPRINKLER PIPING SHALL BE CONCEALED; NO EXPOSED PIPING ON EXTERIOR PERMITTED. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED THROUGHOUT THE STRUCTURE UNLESS CONTRA-INDICATED. 4. TEMPORARY STANDPIPE - A TEMPORARY STANDPIPE SHALL BE INSTALLED UNDER PLANS AND FIRE DEPARTMENT PERMIT WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS IN ACCORDANCE WITH 2013 CALIFORNIA FIRE CODE SECTION 1413. 5. FIRE ALARM - PROVIDE A FIRE ALARM SYSTEM CAPABLE OF NOTIFYING THE OCCUPANTS, AUDIBLY AND VISUALLY, UPON ACTIVATIO N OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. THE FIRE ALARM SYSTEM SHALL BE INSTALLED BY A U.L. LISTED FIRE ALARM INSTALLATION COMPANY. UPON COMPLETION OF THE INSTALLATION A SERIALIZED CERTIFICATE SHALL BE ISSUED IN ACCORDANCE WITH THE LISTING AGREEMENT BETWEEN THE INSTALLER AND UNDERWRITERS LABORATORIES. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE ONLY BY A QUALIFIED UL LISTED FORM ALARM CONTRACTOR WHO WILL PROVIDE THE GLENDALE FIRE DEPARTMENT WITH A COPY OF A UL CERTIFICATE CERTIFYING PROPER INSTALLATION OF THE SYSTEM AND MINIMUM ONE (1) YEAR TESTING AND MAINTENANCE AGREEMENT PRIOR TO FINAL INSPECTION. SUCH SYSTEM SHALL BE MONITORED BY A U.L. LISTED CENTRAL STATION IN ACCORDANCE WITH 2013 CFC SECTION 903.4. 6. EMERGENCY LIGHTING: EMERGENCY LIGHTING SHALL COMPLY WITH THE PROVISIONS OF 2013 CBC THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN (1) FOOT- CANDLE AT THE WALKING SURFACE LEVEL. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL AREAS PER CODE. 7. EXIT SIGNS: EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL COMPLY WITH PROVISIONS OF THE 2013 CBC 1011 AND BE ILLUMINATED AT ALL TIMES. 8. SMOKE DETECTORS: SMOKE DETECTORS IN RESIDENTIAL UNITS SHALL BE WIRED TO THE BUILDING ELECTRICAL SYSTEM, BE EQUIPPED WITH BATTERY BACKUP, AND EMIT A SIGNAL WHEN BATTERIES ARE LOW. SMOKE ALARMS SHALL BE INTERCONNECTED, SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OTHER ALARMS. 9. CARBON MONOXIDE DETECTORS: CARBON MONOXIDE DETECTORS IN RESIDENTIAL UNITS BE HARDWIRED FROM THE BUILDING POWER SUPPLY AND EQUIPPED WITH BATTERY BACKUP. DETECTORS SHALL BE INTERCONNECTED WHERE MORE THAN ONE DETECTOR IS INSTALLED, AND SHALL BE INSTALLED AND MAINTAINED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S), AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

10.DOOR OPERATIONS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. 11.LOCKS AND LATCHES: THE LOCKING DEVICE FOR THE MAIN EXTERIOR EXIT DOOR(S) OF EACH RETAIL SPACE SHALL BE READILY DISTINGUISHABLE AS LOCKED. DOOR SHALL ALSO HAVE A VISIBLE DURABLE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. ON THE EGRESS SIDE OR ADJACENT TO THE DOOR.

No.

Description

Date

12.DOORS/GATES SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES IN ACCOR DANCE WITH 2013 CBC/CFC SECTION 1008.1. 13.FIRESTOPPING - ALL FIRE STOPPING FOR THE PROJECT SHALL BE CONSOLIDATED UNDER THE RESPONSIBILITY OF A SINGLE FIRE-STOPPING SPECIALTY CONTRACTOR. 14.EMERGENCY RESPONDER RADIO COVERAGE: ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OF THE CITY OF GLEN DALE PUBLIC SAFETY COMMUNICATIONS SYSTEMS (CFC 510). PROVIDING SUCH COVERAGE SHALL NOT REQUIRE IMPROVE MENT OF THE EXISTING PUBLIC SAFETY COMMUNICATIONS SYSTEMS. PLANS AND FIRE PERMIT APPLICATION TO INSTALL A WIRED COMMUNICATION SYSTEM SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. FOR TECH NICAL SPECIFICATIONS AND SYSTEM INSTALLATION, COORDINATE WITH THE CITY OF GLENDALE'S INFORMATION SYSTEMS DEPARTMENT - WIRELESS COMMUNICATIONS SECTION (PHONE 818-548-3733). FINAL INSPECTION ON THE SYSTEM SHALL BE APPROVED PRIOR TO ANY OCCUPANCY OR FPB FINAL INSPECTION. 15.FIRE PERMITS: THE FOLLOWING PERMITS3 ARE REQUIRED FROM THE FIRE DEPARTMENT: FIRE SPRINKLER FIRE ALARM ASSEMBLY EMERGENCY RESPONDER RADIO COVERAGE MID-RISE BUILDING

TITLE:

GENERAL NOTES

37. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33" AND 44" ABOVE THE FLOOR.

Job #

38. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR IN COMMON AREAS SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION.

Date

Size Drawn by Revision #

01 24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.3

39. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS, IN COMMON AREAS, SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR Scale

6/2/2017 1:18:00 PM

12. BUILDING INSPECTION SHALL NOT BE DONE UNLESS ELECTRICAL, PLUMBING, AND MECHANICAL WORK HAS BEEN COMPLETED ANDEXCEED 15 LB. SIGNED OFF BY THE DEPARTMENT.

UNDERGROUND FIRE LINE PENETRATION THROUGH EXTERIOR WALLS NOT TO SCALE

1. ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE (HSC) SECTION 13145, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19; TITLE 24, 2016 EDITION: PART 1 BUILDING STANDARDS ADMINISTRATIVE CODE (CAC) PART 2 CALIFORNIA BUILDING CODE (CBC) PART 3 CALIFORNIA ELECTRICAL CODE (CEC) PART 4 CALIFORNIA MECHANICAL CODE (CMC) PART 5 CALIFORNIA PLUMBING CODE (CPC) PART 7 CALIFORNIA ELEVATOR CODE (CEC) PART 9 CALIFORNIA FIRE CODE (CFC) 2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS IN ADVANCE. 3. CONTACT THE GLENDALE WATER DEPARTMENT PRIOR TO ORDERING THE WATER METER TO COMPLY WITH THEIR REQUIREMENTS FOR RESIDENTIAL FIRE SPRINKLER SYSTEM 4. NO APPROVAL FOR A TEMPORARY C OF O, NOR A FINAL C OF O, WILL BE PROVIDED BY THIS DEPARTMENT UNTIL ALL FIRE AND LIFE SAFETY SYSTEM (I.E. AUTOMATIC FIRE SPRINKLERS AND/OR AUTOMATIC FIRE ALARM AND DETECTION SYSTEMS) ARE REVIEWED, APPROVED FOR PERMIT, INSTALLED, INSPECTED, TESTED AND FINAL ACCEPTANCE IS IN WRITING. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION ON THE PLAN. 5. ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANT GAS DETECTION AND NOTIFICATION SYSTEMS, FIRE PUMPS AND EMERGENCY GENERATORS; ABOVE OR BELOW GROUND STORAGE TANKS, PIPING AND CONTROL VALVES, ETC. WITHIN THESE DRAWINGS ARE NOT APPROVED BY THE GLENDALE FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE GLENDALE FIRE DEPARTMENT. 6. ANY AND ALL REFERENCES PERTAINING TO ANY OF THOSE ITEMS PREVIOUSLY IDENTIFIED ABOVE ARE ONLY FOR CONTRACTOR INFORMATION AND ARE NOT TO BE CONSTRUED AS BEING APPROVED BY THE GLENDALE FIRE DEPARTMENT. 7. STORAGE OF CONSTRUCTION MATERIALS IN THE PUBLIC RIGHT-OF-WAY IS NOT PERMITTED, SPECIFY ON SITE PLAN THE PROPOSED LOCATION OF THE STORAGE OF CONSTRUCTION MATERIALS. NOTE: IN TIMES OF HIGH FIRE HAZARD IN BRUSH AREAS, TEMPORARY FIRE PROTECTION OF THE CONSTRUCTION MATERIALS MAY BE REQUIRED. 8. A MANUAL AND AUTOMATIC FIRE ALARM AND DETECTION SYSTEM SHALL BE INSTALLED THROUGHOUT ALL BUILDINGS IN ACCORDANCE WITH 14.25.050 AND NFPA 72. FIRE ALARM/DETECTION SYSTEM PLANS SHALL BE SUBMITTED TO THE GLENDALE FIRE DEPARTMENT WITHIN 30-DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. NO WORK ON THIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. A. PROVIDE APPROVED HARDWIRED SMOKE DETECTOR(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 CALIFORNIA STATE FIRE MARSHAL LISTED. ALL SMOKE ALARMS ARE TO BE MANUFACTURED BY THE SAME COMPANY AND COMPATIBLE WITH EACH OTHER. I. SMOKE DETECTORS ARE NOT PERMITTED TO BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER.

II. RELOCATE ALL SMOKE DETECTORS AWAY FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS FROM STEAM CONTACTING THE SMOKE DETECTORS. III. EACH DWELLING UNIT SMOKE DETECTOR SHALL HAVE FORM-'C' RELAY BASE LISTED FOR RELEASING SERVICE AND ALL SMOKE DETECTORS SERVING INDIVIDUAL DWELLING UNITS SHALL BE INTERLOCKED TOGETHER. PMC 14.25.050. IV. EACH GROUP OF DWELLING UNIT SMOKE DETECTORS SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM (INTELLIGENT - ANALOG) AS A SELF-RESTORING SUPERVISORY SIGNAL PER INDIVIDUAL DWELLING UNIT. THIS SIGNAL IS NOT TO INITIATE A GENERAL ALARM THROUGHOUT THE BUILDING. B. ALL FIRE DAMPERS SHALL BE CONTROLLED WITH AREA OR SPOT TYPES PHOTOELECTRIC SMOKE DETECTION. ALL CONTROL RELAYS FOR SMOKE FIRE DAMPERS, MAGNETIC DOOR HOLDERS, HVAC UNITS, ETC. SHALL BE CONTROLLED WITH RELAYS LISTED FOR RELEASING. ALL RELAYS SHALL BE LOCATED 3-FEET OF THE INDIVIDUAL CONTROLLERS UNLESS WIRED FAIL SAFE. PAM TYPE RELAYS AREA NOT PERMITTED BECAUSE OF THE HIGH FAILURES RATES AND INABILITY TO CLEARLY IDENTIFY THEIR LOCATIONS FOR INSPECTIONS, SERVICING, AND TESTING. ONLY THE RELAYS CSFM LISTED FOR RELEASING AND ARE OF A DESIGN EQUAL TO OR GREATER THAN THE AIR PRODUCTS MR101/C, MR201/C ARE ACCEPTABLE FOR USE WITH THE FIRE ALARM SYSTEMS. C. THE BUILDING DIRECT DIGITAL CONTROL (DDC) SYSTEM IS NOT PERMITTED TO PERFORM THE FUNCTION OF THE BUILDING FIRE ALARM SYSTEM UNLESS LISTED BY UL AS (UUKL) FOR SMOKE CONTROL SYSTEM AND UL 864 FIRE CONTROL EQUIPMENT. 9. SEPARATE SUBMITTAL REQUIRED-UNDERGROUND FIRE SYSTEMS PROVIDE CIVIL DRAWINGS CLEARLY INDICATING THE HYDRANT LOCATIONS, NEW AND EXISTING, SERVING THIS PROJECT. CONTACT THE CITY OF GLENDALE WATER DEPARTMENT, TO SCHEDULE A FIRE FLOW TEST(S) FOR THIS PROJECT. PROVIDE A COPY OF THE REPORT THE WATER DEPARTMENT INDICATING THE WATER AVAILABLE FROM THE FIRE HYDRANTS SERVING THIS PROJECT. A. THE MINIMUM FIRE FLOW REQUIRED FOR THIS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC) AS REQUIRED BY APPENDIX III-A. A MAXIMUM OF 50% REDUCTION IN FIRE FLOW IS ALLOWED WHEN AN AUTOMATIC FIRE SPRINKLER SYSTEM IS ENGINEERED, APPROVED, AND INSTALLED PER NFPA 13 THROUGHOUT ALL AREAS OF THE STRUCTURES. B. THE QUANTITIES AND LOCATIONS OF FIRE HYDRANTS REQUIRED FOR THIS SHALL BE ENGINEERED AS REQUIRED BY CFC, APPENDIX III-B, ARTICLE 9, AND GLENDALE FIRE DEPARTMENTS FIRE GROUND OPERATIONAL NEEDS IN ACCORDANCE WITH NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES. 11. THE CITY OF GLENDALE FIRE DEPARTMENT SHALL APPROVE ALL- WEATHER FIRE DEPARTMENT ACCESS ROADS. ALL ACCESS ROADS SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ON SITE. ALL ACCESS ROADS SHALL BE A MINIMUM OF 20 FEET WIDE WITH NO PARKING, HAVE AN UNOBSTRUCTED CLEAR HEIGHT OF 13'-6" MAINTAINED, AND ENGINEERED TO SUPPORT 35,000 GVW (CONTACT PUBLIC WORKS, THEIR REQUIREMENTS MAY BE MORE RESTRICTIVE). ALL ACCESS GATES SHALL BE PROVIDED WITH KNOX LOCK SYSTEMS APPROVED BY THE GLENDALE FIRE DEPARTMENT (KNOX LOCK APPLICATIONS CAN BE OBTAINED AT FIRE DEPARTMENT. ALL ACCESS ROADS SHALL BE MAINTAINED DRIVE ABLE IN ALL WEATHER CONDITIONS AND CLEAR OF OBSTRUCTIONS, CONSTRUCTION MATERIALS AND VEHICLES ALL TIMES. CFC, ART. 9 A. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS. B. "APPROVED TURNAROUND" MEANS AN AREA LOCATED AT THE DEAD-END POINT OF ANY FIRE ACCESS ROADWAY WHICH SHALL ENABLE FIRE DEPARTMENT VEHICLES TO TURN AROUND. SAID TURNAROUND SHALL MEET ALL OF THE REQUIREMENTS OF SECTION 14.25.020(F) AND SHALL CONSIST EITHER OF A HAMMERHEAD DESIGN WITH TWO LEGS WHICH ARE NO LESS THAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUS OF NOT LESS THAN 40 FEET OR OTHER CONFIGURATION AS APPROVED BY THE FIRE CHIEF. C. "FIRE ACCESS ROADWAY" MEANS A PAVED HARD - SURFACE ALL - WEATHER ROADWAY OF NOT LESS THAN 20 FEET IN CLEAR WIDTH WITH A MINIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS: C.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHING 35,00 POUNDS EACH WITHOUT CAUSING DAMAGE TO THE PAVED HARD - SURFACE OR ANY SUBSTRUCTURE LOCATED BENEATH SAID ROADWAY; AND C.2 NO SLOPE OF SAID ROADWAY SHALL EXCEED A GRADE OF 12 PERCENT ANY POINT: AND C.3. ANY SAID ROADWAY WHICH EXTENDS MORE THAN 150 FEET FROM A PUBLIC STREET AND WHICH DOES NOT CONTINUE THROUGH TO ANOTHER PUBLIC STREET SHALL BE PROVIDED WITH AN APPROVED TURNAROUND AT THE DEAD -END POINT. THE DISTANCE OF ANY OF ANY SAID ROADWAY SHALL BE MEASURED AS TRAVEL DISTANCE ALONG THE CENTER OF THE ROADWAY STARTING AT THE CURB LINE OF THE PUBLIC STREET TO WHICH IT WAS ACCESS; AND C.4. NO SUCH ROADWAY SHALL BE CONTAINED WITHIN, OR ENCLOSED IN ANY BUILDING; AND C.5. NO SUCH ROADWAY SHALL BE ADJACENT TO ANY WALL. FENCE OR LANDSCAPING WHICH MAY IMPAIR CLEAR AND READY FIRE DEPARTMENT ACCESS TO THE BUILDING; AND C.6. NO SUCH ROADWAY SHALL HAVE AN ELEVATION DIFFERENTIAL IN EXCESS OF THREE FEET BETWEEN THE LOWEST LEVEL OF THE ROADWAY AND THE LOWEST LEVEL OF THE ADJACENT BUILDING; AND C.7. FIRE ACCESS ROADWAY SIGNS APPROVED BY THE FIRE CHIEF SHALL BE POSTED ON BOTH SIDES OF THE FIRE ACCESS ROADWAY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 14.25.130. C.8. FIRE ACCESS ROADWAY DESIGNATION - 14.25.130. THE FIRE CHIEF IS AUTHORIZED TO REQUIRE AND DESIGNATE FIRE ACCESS ROADWAYS THAT SHALL PROVIDE CLEAR AND UNOBSTRUCTED EMERGENCY VEHICLE AND EQUIPMENT ACCESS TO ANY BUILDING. NO STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY, WHETHER PRIVATE OR PUBLIC, SHALL BE DESIGNATED A FIRE ACCESS ROADWAY UNLESS THE FIRE CHIEF FINDS THAT PUBLIC SAFETY CONTROL REQUIRES USE OF THE STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY AS A FIRE ACCESS ROADWAY. C.9. EXCEPT AS IS OTHERWISE PROVIDED HEREIN, EVERY FIRE ACCESS ROADWAY SHALL CONFORM FULLY TO THE REQUIREMENTS OF SECTION 14.25.020(F) OF THIS CODE. C.10. ANY STREET, ACCESS ROAD, ALLEY OR DRIVEWAY IN EXISTENCE ON THE EFFECTIVE DATE OF THE ORDINANCE CODIFIED IN THIS CHAPTER AND WHICH SUBSEQUENTLY IS DESIGNATED AS A FIRE ACCESS ROADWAY BY THE FIRE CHIEF SHALL NOT BE REQUIRED TO CONFORM TO THE REQUIREMENTS OF SECTIONS 14.25.020(F) (1) THROUGH (7) OF THIS CODE. C.11. FIRE ACCESS ROADWAY- PARKING PROHIBITED. NO PERSON SHALL PARK ANY VEHICLE OR PLACE ANY OBJECTION, ON, OR ABOUT ANY FIRE ACCESS ROADWAY CLEARLY DESIGNATED AS SUCH BY APPROPRIATE SIGNS AS DESCRIBED IN SECTION 14.25.130(C). IN ADDITION TO ANY OTHER PENALTY PROVIDED FOR UNDER THIS CODE, ANY VEHICLE PARKED OR ANY OBJECT PLACED IN A FIRE ACCESS ROADWAY SHALL BE SUBJECT TO IMMEDIATE REMOVAL AND STORAGE, PURSUANT TO LAW, AND THE OWNER OF THE VEHICLE OR OBJECT SHALL BE LIABLE FOR ALL COSTS OF TOWING, IMPOUNDING AND STORAGE. C.12. FIRE ACCESS ROADWAY SIGNS. SIGNS PROHIBITING VEHICULAR PARKING IN FIRE ACCESS ROADWAYS SHALL STATE " FIRE ACCESS ROADWAY - NO PARKING - TOW-AWAY ZONE" AND CITE "P.M.C. 14.25.130 AND C.V.C. 22500.1 AND 22658(A)," AND SHALL CONFORM TO THE SPECIFICATIONS ESTABLISHED BY THE DEPARTMENT. SAID SIGNS SHALL BE POSTED AT POINTS LOCATED NOT MORE THAN EVERY 50 LINEAL FEET ON BOTH SIDES OF THE FIRE ACCESS ROADWAY AND SHALL NOT BE MORE THAN TWO FEET, MEASURED HORIZONTALLY, AWAY FROM EACH SIDE OF SAID ROADWAY. THE CENTER OF EACH SIGN SHALL BE NOT LESS THAN 6 FEET OR MORE THAN 10 FEET, MEASURED VERTICALLY, ABOVE THE SURFACE OF THE SAID ROADWAY. NO ITEM, SUBSTANCE, LANDSCAPING, OR OTHER OBSTRUCTION SHALL BE PLACED OR ALLOWED TO CAUSE VISUAL OBSTRUCTION OF ANY SAID SIGN. SAID SIGNS SHALL BE POSTED IN A MANNER THAT RENDERS THEM READILY READABLE BY PERSONS DRIVING UPON THE FIRE ACCESS ROADWAY. NO PERSON SHALL POST ANY FIRE ACCESS ROADWAY SIGN EXCEPT UPON THE AUTHORITY OF THE DEPARTMENT. (ORD. 6683 ,7(PART), 1996) 12. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FOR FIRE DEPARTMENT ACCESS, FIRE HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE LANE MARKINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT WITH IN 30-DAYS OF THE FINAL REVIEW OR THE ARCHITECTURAL PLANS. A CITY OF GLENDALE FIRE DEPT.. AN APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN SUBMITTAL(S).

13. ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION 902, AND THE CITY OF GLENDALE GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVED BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION.

GENERAL NOTES:

14. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE GLENDALE FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. CFC, ARTICLE 10 15. IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT COVERAGE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF GLENDALE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATION(S). NFPA 13

SPECIFIC NOTES:

16. ASSEMBLY OCCUPANCIES SHALL POST A, "MAXIMUM OCCUPANT LOAD OF --------- PERSONS" , SIGN NEAR THE MAIN EXIT FROM EACH ROOM. 17. ALL EXIT DOORS SHALL BE OPEN ABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 18. PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. 19. LOCATION(S) AND CLASSIFICATION(S) OF FIRE EXTINGUISHER SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT. CFC, ARTICLE 10. 20. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR COMPRESSED GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REGULATIONS. THE GLENDALE FIRE DEPARTMENT, PRIOR TO ANY MATERIALS BEING STORED, USED, OR HANDLED ON SITE SHALL APPROVE THE STORAGE, USE AND HANDLING OF HAZARDOUS MATERIALS. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. CFC, ARTICLE 79 & 80. 21.PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE BUILDING CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. ALL EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING). 22. AIR-MOVING UNIT OR SYSTEM > 2000 CFM SHALL HAVE AUTOMATIC PHOTOELECTRIC AREA SMOKE DUCT-DETECTORS INSTALLED AND CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. THE BUILDING FIRE ALARM SYSTEM IS TO SHUTDOWN ALL AIR-MOVING SYSTEMS UPON DETECTION OF SMOKE. CMC SEC. 609, PMC 14.25.050. 23. PROVIDE VELOCITY CALCULATIONS FOR EACH IN-DUCT SMOKE DETECTOR LOCATION INSTALLED. THE CALCULATION IS TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, CFM OF THE AIR-HANDLER, AND VELOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE. NFPA 72-5-11.6.6 24. PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED ABOVE THE CEILING AND BELOW THE ROOF. NFPA 72-11.6.4 25. ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM. ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713.10,905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS. 26. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING LOCATION: BUILDING MAIN ENTRANCE. GATE(S). ELECTRICAL/MECHANICAL ROOMS. LOCATION AS INDICATED. M.S.D.S. DOCUMENTS. CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATION(S)

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

27. BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDORS. 28. ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTINGS, PMC, AND NPFA 72. PROVIDE APPROVED HARDWIRED SMOKE ALARM(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS, AREAS SERVING THE SLEEPING AREA, AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE PHOTOELECTRIC OR A SMOKE ALARM THAT IS LISTED A PHOTOELECTRIC/IONIZATION. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 AND CALIFORNIA STATE FIRE MARSHAL LISTED. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS STEAM CONTACTING THE SMOKE DETECTORS.

No.

Description

Date

TITLE:

GENERAL NOTES 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.4 Scale

6/2/2017 1:18:00 PM

16. REQUIRED GFD INSPECTIONS: FOR ALL INSPECTIONS, CALL 818-548-4810. FIRE DEPARTMENT INSPECTIONS FOR THIS PROJECT ARE: UNDERGROUND ROUGH/HYDRO (PRIOR TO COVERING PIPE) UNDERGROUND FLUSH (WITNESSED SEPARATELY BY GFD AND GWP) OVERHEAD FIRE SPRINKLER ROUGH/HYDRO INSPECTION (PRIOR TO COVERING ANY PIPING) FIRE ALARM ROUGH INSPECTION (PRIOR TO COVERING ANY WIRING/CONDUIT) TEMPORARY STANDPIPE DURING CONSTRUCTION SPRINKLER WELD INSPECTION STANDPIPE ROUGH/HYDRO FIRE SPRINKLER FINAL STANDPIPE FINAL FIRE ALARM FINAL EMERGENCY RESPONDER RADIO COVERAGE FIRE PREVENTION BUREAU FINAL; CONTRACTOR MUST REQUEST A SEPARATE INSPECTION. FPB FINAL INSPECTION INCLUDES, BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS OF EGRESS; EMERGENCY/EXIT LIGHTING, LANDSCAPING; ETC. 1. FIRE DEPARTMENT CONNECTION (FDC): THE USE OF “SOD” OR “LOW GROUND COVER” IS ACCEPTABLE. OBTAIN APPROVAL FROM THE FIRE DEPARTMENT. 2. FIRE DEPARTMENT EMERGENCY ACCESS: LANDINGS SHALL BE PROVIDED UNDERNEATH BEDROOM WINDOWS OR DOORS WHEN STEPS ARE USED TO PROVIDE FIRE DEPARTMENT ACCESS AROUND THE BUILDING. ARCHITECT SHALL REVISE ALL ARCHITECTURAL AND LANDSCAPE PLANS FROM ANY PRESENT OR FUTURE OBSTRUCTIONS THAT MAY HINDER ACCESS AND PLACEMENT OF FIRE DEPARTMENT LADDERS. 3 FIRE DEPARTMENT PERMIT APPLICATION FORM: HTTP://FIRE.CI.GLENDALE.CA.US/PDF/FIREPERMITAPPLICATION.PDF

GENERAL NOTES:

CODE ANALYSIS MINIMUM FIRE-RESITANCE REQUIREMENTS: FIRE RESISTIVE RATIN GREQUIREMENTS FOR BUILDING ELEMENTS (PER CBC TABLE 601)

APPLICABLE CODES/ CRITERIA/ DESIGN POLICY:

I. SUMMARY II.APPLICABLE CODE ANALYSIS III. BUILDING HEIGHT AND GRADE PLANE ELEVATION IV. FIRE SEPARATION

AUTHORITIES HAVING JURISDICTION: CITY OF WEST HOLLYWOOD DEPARTMENT OF HOUSINGAND COMMUNITY DEVELOPMENT CALIFORNIA BUILDING CODES: (CAC) PART 1, BUILDING STANDARDS ADMINISTRATIVE CODE (CBC) PART 2, CALIFORNIA BUILDING CODE (CEC) PART 3, CALIFORNIA ELECTRICAL CODE (CMC) PART 4, CALIFORNIA MECHANICAL CODE (CPC) PART 5, CALIFORNIA PLUMBING CODE PART 6, CALIFORNIA ENERGY CODE PART 7, CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE (CFC) PART 9, CALIFORNIA FIRE CODE PART 11, CALIFORNIA GREEN BUILDING STANDARDS CODE PART 12, CALIFORNIA STATE REFERENCE STANDARDS

2016 2016 2016 2016 2016 2016 2016 2016 2016 2016

V. MEANS OF EGRESS VI. OCCUPANCY LOADS

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13) STANDARD ON THE INSTALLATION OF SPRINKLER SYSTEMS AS AMMENDED BY THE CBC

VII. MAXIMUM TRAVEL DISTANCE

(NFPA 72) NATIONAL FIRE ALARM AND SIGNALING CODE AS AMMENDED BY THE CBC

VIII. SEPARATION OF EXITS IX. COMMON PATH OF TRAVEL

2016 2016

BUILDING CLASSIFICATION: ACCORDING TO CBC (CHAPTER 3) BASIC OCCUPANCY GROUPS: GROUP R-2

XI. REQUIRED FIRE SEPARATION CONT’D XII. ACCESSIBILITY

SEPARATION WALLS WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. HORIZONTAL SEPARATION FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTINIGOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS THE HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.

SUMMARY APN NO. OCCUPANCY GROUP CONSTRUCTION TYPE ZONING LOT AREA BUILDING AREAS (PROPOSED) PARKING AREA (PROPOSED) PROPOSED FOOTPRINT DENSITY R-3B ZONE

552-700-5027 R-2 I-A & V-A R3-B 13,000.00 SQ. FT. (0.298 ACRES) 12,004 SQ. FT. (HOUSING) 8,172 SQ. FT. 13,000 SQ. FT. 10 UNITS ALLOWED 14 UNITS PROVIDED (WEHO SEC 19.22.050 AFFORDABLE HOUSING INITIATIVES) 35% DENSITY INCREASE= + 4 UNITS (10+4=14) 10% VERY LOW INCOME= 10 BASE UNITS x .1= = 1 VERY LOW INCOME UNIT GREEN LIST HOUSING INCENTIVES: (WEHO SEC 19.20.060 C3) MULTI-FAMILY RESIDENTIAL= ONE INCENTIVE PERMITTED AFFORDABLE HOUSING INCENTIVES: (WEHO SECTION 19.22.050) 10% VERY LOW INCOME= TWO INCENTIVES PERMITTED 1- FRONT SETBACK REDUCTION 2- PARKING SPACE REDUCTION FRONT: AVERAGE OF TWO ADJACENT BUILDINGS= 30 FT REQUIRED 15 FT. PROVIDED (30 FT - 50%= 15 FT) SIDE: 5 FT SETBACK FOR TWO STORIES 5FT ALLOWED 5 FT PROVIDED STREET SIDE, CORNER LOT (ALLEY): 5FT ALLOWED 5FT PROVIDED REAR: 15 FT ALLOWED 15 FT PROVIDED HEIGHT: COMMON OPEN SPACE: PRIVATE OPEN SPACE:

UNDERGROUND PARKING: TYPE OF CONSTRUCTION PRIMARY STRUCTURAL FRAME BEARING WALLS INTERIOR EXTERIOR NON BEARING WALLS FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

VA 1

SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS AND REQUIRE A 2 HOUR FRR.

1 1 0 1

FIRE PARTITION SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANCE RATE FLOOR/CEILING OR ROOF/ CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED THERETO. IN COMBUSTIBLE CONSTRUCTION WHERE THE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINOUS TO THE SHEATHING, DECK OR SLAB, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIREBLOCKED OR DRAFT STOPPED AT THE PARTITION LINE.

1A 3

35 FT, 3 STORIES ALLOWED 35 FT, 3 STORIES PROVIDED 1,000 SQ. FT. REQUIRED 2,400 + 1,820 = 4,220 SQ. FT PROVIDED MINIMUM 120 SQ. FT. PER UNIT, 7 FT. MIN DIM. 1 BED UNITS: 100 SQ.FT. STUDIOS: N/A TOWNHOUSES: 155 SQ. FT.

REFUGE AREA REFUGE AREAS SHALL BE PROVIDED WITHIN EACH SMOKE COMPARTMENT. THE SIZE OF THE REFUGE AREA SHALL ACCOMODATE THE OCCUPANTS AND CARE RECIPIENTS FROM THE ADJOINING SMOKE COMPARTMENTS, THE MINIMUM AREA OF THE REFUGE AREA SHALL ACCOMODATE THE LARGEST OCCUPANT LOAD OF THE ADJOINING COMPARTMENTS. THE SIZE OF THE REFUGE AREA AS FOLLOWS: 1. NOT LESS THAN 15 NET SQUARE FEET FOR EACH CARE RECIPIENT. 2. NOT LESS THAN 6 NET SQAURE FEET FOR OTHER OCCUPANTS AREAS PERMITTED TO BE INCLUDED IN THE CALCULATION OF THE REFUGE AREA ARE CORRIDORS, LOUNGE, OR DINING AREAS, AND OTHER LOW-HAZARD AREAS.

SPECIFIC NOTES:

DOORS WITHIN 1-HOUR FIRE PARTITION ARE TO HAVE A MINIMUM FIRE RESISTANCE RATING OF TWENTY MINUTES.

3 3 0 2

DOORS WITHIN 1-HOUR FIRE BARRIERS ARE TO HAVE A MINIMUM FIRE RESISTANCE RATING OF SIXTY MINUTES. DOORS WITHIN 2 HOUR FIRE BARRIERS ARE TO HAVE A MINIMUM FIRE RESISTANCE RATING OF NINETY MINUTES.

1.5

GROUP R-2 RESIDENTIAL (CBC SECTION 420):

X. FIRE RATINGS

SETBACKS:

FLOORS 1 TO 3: TYPE OF CONSTRUCTION PRIMARY STRUCTURAL FRAME BEARING WALLS INTERIOR EXTERIOR NON BEARING WALLS FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS

FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE {X}: (PER CBC TABLE 602) CONSTRUCTION/ TYPE OF OCCUPANCY

1A/S2

VA/ R2

X < 5FT 5 FT < X < 10 FT 10 FT < X < 30 FT X > 30 FT

1 HR 1HR 1HR 0 HR

1HR 1HR 1HR 0HR

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE (PER CBC TABLE 602): FIRE SEPARATION DISTANCE DEGREE OF PROTECTION( UP,S ) 0 < 3 FT NOT PERMITTED 3 < 5 FT 15% 5 < 10 FT 25% 10 < 15 FT 45% 15 < 20 FT 75% 20 < 25 FT NO LIMIT 25 < 30 FT NO LIMIT 30 FT > NOT REQUIRED

INTERIOR FINISH REQUIREMENTS: INTERIOR WALL AND CEILING REQUIREMENTS BY OCCUPANCY (PER CBC TABLE 803.11) WHEN UNDER PROTECTION OF SPRINKLER SYSTEM INSTALLED ACCORDANCE WITH SECTION 903.1.1 OR 903.3.1.2 ALL INTERIOR AND CEILING FINISH MATERIALS IN GROUPS R-2 AND S-2 SHALL BE FROM GROUP C. OCCUPANCY LOADS: S-2 (SUBTERREAN PARKING GARAGE): 8,672 SQ. FT. / 200 = 43 OCCUPANTS 4,020 SQ. FT/200= 20 OCCUPANTS R-2 FIRST FLOOR: 3,724 SQ. FT/ 200= 18 OCCUPANTS R-2 SECOND FLOOR: R-2 THIRD FLOOR: 4,274 SQ. FT./ 200= 21 OCCUPANTS TOTAL OCCUPANT LOAD: 102 OCCUPANTS LOAD PER UNIT: 400 SQ. FT./ 200= 2 OCCUPANTS STUDIO: 800 SQ. FT./200= 4 OCCUPANTS ONE BEDROOM: ONE BEDROOM TOWNHOUSE: 656 SQ. FT./200= 3 x2 FLOORS= 6 OCCUPANTS 900 SQ. FT./200= 4x2 FLOORS= 8 TWO BEDROOM TOWNHOUSE: OCCUPANTS

REFER OT FIRE AND LIFE SAFETY PLANS FOR GRAPHICAL REPRESENTATION OF FIRE- RESISTANCE RATED WALLS.

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

AUTOMATIC SPRINKLER SYSTEM GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8.

CLIENT:

FIRE ALARM SYSTEMS AND SMOKE ALARMS FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8, 907.2.9, AND 907.2.10, RESPECTIVELY. SINGLE OR MULTIPLE STATIONS SMOKE ALARMS WILL BE PROVIDED IN ACCORDANCE WITH SECTION 907.2.11.

No.

City Of West Hollywood

Description

Date

CONSTRUCTION TYPE: THE PARKING GARAGE IS A TYPE 1A- NONCOMBUSTIBLE PROTECTED, SPRINKLERED FLOOR AREA: GROUP R-2: UNLIMITED ACTUAL: 8,670 SF (APPROX)

BUILDING HEIGHT AND GRADE PLAN ELEVATION

BUILDING HEIGHT: GROUP R-2: UNLIMITED ACTUAL: 10 FT

ROOF 35' - 0" TOP OF CIELING 30' - 0"

THE REST OF THE RESIDENTIAL UNITS ARE TYPE 5A, WITH AN AUTOMATIC SPRINKLER SYSTEM. FLOOR AREA: GROUP R-2: 12,000 SQ. FT. ACTUAL: 20,000 SQ FT. (APPROX).

THIRD LEVEL 20' - 0"

BUILDING HEIGHT: GROUP R-2: 50 FT / 3 STORIES ACTUAL: 30 FT. / 3 STORIES NOTE: WITH THE USE OF AN AUTOMATED SPRINKLER SYSTEM USED THROUGHOUT PROJECT, THE MAXIMUM BUILDING HEIGHT FOR R2 IS (4) STORIES ABOVE GRADE OR 70 FT. ABOVE GRADE AND THE MAXIMUM FLOOR AREA IS 36,000 SQ FT.

SECOND LEVEL 10' - 0"

TITLE:

CODE ANALYSIS 01

Job #

GROUND FLOOR 0' - 0"

Size Date Drawn by

EAST ELEVATION 1 1/8" = 1'-0"

Revision #

GRADE PLANE: The existing site is relatively leveled with no significant difference in height. Therefore, grade plan is considered to be 0ft 0 in at street level (LEVEL GROUND FLOOR 0’-0”)

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.5 Scale

6/5/2017 12:55:32 PM

TABLE OF CONTENTS

FIRE PROTECTION FEATURES: (PER CBC CHAPTER 7). FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINOUS THROUGH CONCEALED SPACES, SUCH AS ABOVE A SUSPENDED CEILING.

GENERAL NOTES:

MEANS OF EGRESS: EXIT CAPACITY FACTORS (R-2) STAIRWAYS OTHER EGRESS COMPONENTS

FIRE SEPERATION

HOUSING ACCESSIBILITY: ALL GROUND FLOOR DWELLINGS SHALL BE ADAPTABLE. 0.2 PER OCCUPANT 0.15 PER OCCUPANT

ACCESSIBLE PARLKING SHALL BE A MINIMUM OF 2% OF ALL PARKING SPACES.

FIRE RATING REQUIRED: ACTUAL RATING: MAX OPENINGS: ACTUAL OPENINGS:

WHEN CROSSING VEHICLE TRAFFIC LANES ARE NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. PER CBC SECTION 1006: IN GROUP R-2 AND R-2 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 WHERE THE DWELLING UNIT IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1 OR 903.1.2 AND THE COMMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125 FT. (1006.2.1) INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS ARE NOT REQUESTED IN OUTDOOR FACILITIES WHERE ALL PORTIONS OF THE MEANS OF EGRESS ARE ESSENTIALLY OPEN TO THE OUTSIDE (PER CBC 1006.3) MINIMUM OF 2 EXITS OR ACCESS TO EXITS FROM EACH STORY (PER CBC TABLE 1006.3.1) PER CBC TABLE 1006.2.1: THE LENGTH OF COMMON PATH OF EGRESS TRAVEL DISTANCE IN A GROUP S-2 OPEN PARKING GARAGE SHALL BE NOT MORE THAN 100 FEET. TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DEISNG OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1. IN GROUP R-2 AND R-3 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTEDWITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 WHERE THE DWELLING UNIT IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125 FT. DOORS: DOORS WHEN FULLY OPENED SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 INCHES. (PER CBC SECTION 1005.7.1) DOORS IN ANY POSITION SHALL NOT REDICE THE REQUIRED WIDTH BY MORE THAN ONE-HALF.

WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48" WIDE WITH THE EXCEPTION OF INDIVIDUAL WALKS WHICH MAY BE AS SMALL AS 36" WIDE. SPECIFIC NOTES:

DOORS CENTERED ON THE WALL SHALL HAVE A CLEAR WIDTH OF 42" MINIMUM AND THE CAR WALLS SHOULD BE A MINIMUM OF 80" WIDE. CLEAR SPACE OF AT LEAST 30" BY 48" SHALL RUN PARALLEL TO STOVES, COOKTOPS, APPLIANCES AND WORKSPACE.

FIRE RATING REQUIRED: ACTUAL RATING: MAX OPENINGS: ACTUAL OPENINGS:

A MINIMUM OF 30" SHALL BE PROVIDED FOR THE SINK INSTALLATION. LOWER SHELVING AND DRAWERS SHALL BE PROVIDED NO HIGHER THAN 48" ABOVE THE FINISHED FLOOR.

1 HOUR 2 HOURS 75% 15%

1 HOUR 2 HOURS 75% 17%

KITCHEN SINK CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TWISTING OR PINCHING OF THE WRIST. WATER SUPPLY AND DRAIN PIPES IN THE KITCHEN SHALL BE COVERED. DN

BATHROOMS SHALL HAVE SUFFICIENT MOVEABLE SPACE OF 30" BY 48".

DN DN

BATHTUBS NEED TO HAVE MOVEABLE SPACE OF 30" BY 48" PARALLEL TO THE TUB. A GRAB BAR OF 32" TO 38" ABOVE THE FLOOR SHALL BE INSTALLED ON BOTH SIDES OF THE TUB EXTENDING 24". THE CENTERLINE OF THE WATERCLOSET SHALL BE 17" TO 18" FROM THE GRAB BAR.

MIRRORS AND TOWEL FIXTURES SHALL BE MOUNTED WITH THE BOTTOM EDGE NO MORE THAN 40" ABOVE THE FLOOR.

STAIRWAYS: 36" MINIMUM WIDTH WITH LESS THAN 50 PEOPLE USING STAIRWAY 44" MINIMUM WIDTH WITH MORE THAN 50 PEOPLE USING STAIRWAY 80" MINIMUM HEADROOM CLEARANCE (EXCEPT IN DWELLING) STAIR RISERS SHALL BE BETWEEN 4" AND 7", STAIR TREAD SHALL BE 11" MINIMUM. STAIR TREAD AND RISERS SHALL BE UNIFORM WITH AN ALLOWANCE OF 3/8" BETWEEN THE SMALLEST AND THE LARGEST. NOSINGS SHALL NOT PROTRUDE MORE THAN 1 1/4" OVER THE RISER. THE WIDTH OF THE STAIR LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIR IT SERVES. OUTDOOR STAIRS SHALL BE DESIGNED SO WATER DOES NOT ACCUMALATE ON THE TREADS.

SINK AND WORKSPACE CABINETS SHALL PROVIDE KNEE ANDN TOE SPACE WITH THE FINISH FLOOR GOING ALL THE WAY TO THE WALL.

DOOR OPENING HEIGHT IN DWELLING SHALL BE NO LESS THAN 78"

ILLUMINATION: THE MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE ILLUMINATED AT ALL TIMES THAT THE ROOM OR SPACE IS OCCUPIED. (1008.2)

FIRE RATING REQUIRED: ACTUAL RATING: MAX OPENINGS: ACTUAL OPENINGS:

KITCHENS SHALL PROVIDE A CLEAR FLOOR SPACE OF A MINIMUM OF 48".

THE MINIMUM HEIGHT OF THE SEAT FOR THE WATER CLOSET IS 15" ABOVE THE FINISHED FLOOR.

TWO EXITS OR ACCESS DOORWAYS WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSIONS OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM INTERLOCKING OR SCISSOR STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY (PER CBC 1007.1.1)

THE ELEVATOR MUST BE ON THE ACCESSIBLE PATH OF TRAVEL.

32" MINIMUM DOOR CLEARANCE (1010.1.1) MINIMUM WIDTH DOES NOT APPLY TO DOORS THAT ARE NOT A PART OF THE EGRESS PATH OF TRAVEL.

THE FORCE REQUIRED TO PUSH OPEN A DOOR SHALL BE NO MORE THAN 5 POUNDS. THE DOOR SHALL FULLY SWING OPEN WHEN A FORCE OF 15 POUNDS IS APPLIED. (1010.1.3)

1 HOUR 2 HOURS 15% 9%

ELECTRICAL OUTLETS SHALL BE NO MORE THAN 48" ABOVE THE FLOOR MEASURED FROM THE TOP OF THE BOX AND NO LESS THAN 15" MEASURED FROM THE BOTTOM OF THE BOX TO THE FLOOR.

SITE 1/16" = 1'-0"

FIRE RATING REQUIRED: ACTUAL RATING: MAX OPENINGS: ACTUAL OPENINGS:

1 HOUR 2 HOURS 25% 18%

ELEVATION WALL OPENING

CONTROLS AND SWITCHES SHALL BE NO MORE THAN 48" ABOVE THE FLOOR MEASURED FROM THE TOP OF THE BOX AND NO LESS THAN 15" MEASURED FROM THE BOTTOM OF THE BOX TO THE FLOOR.

Johanna Rodriguez jsr@cpp.edu ROOF 35' - 0"

ROOF 35' - 0"

TOP OF CIELING 30' - 0"

THE MINIMUM WIDTH FOR WHEELCHAIR PASSAGE IS 36".

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

THE MINIMUM WIDTH FOR TWO WHEELCHAIRS PASSING IS 60". THIRD LEVEL 20' - 0"

THE MINIMUM WIDTH FOR A WHEELCHAIR TO TURN 180 DEGREES IS A CIRCULAR CLEAR SPACE WITH A DIAMETER OF 60".

SECOND LEVEL 10' - 0"

KNEE SPACE SHALL BE FROM THE FLOOR TO 29" OF CLEAR SPACE UNTIL 8" BACK FROM THE END OF THE FIXTURE. KNEE SPACE SHALL EXTEND 30" IN WIDTH AND 25" IN DEPTH.

GROUND FLOOR 0' - 0"

3 1

EAST ELEVATION 1/16" = 1'-0"

City Of West Hollywood

THIRD LEVEL 20' - 0"

No.

Description

Date

WEST ELEVATION 1/16" = 1'-0"

ROOF 35' - 0" TOP OF CIELING 30' - 0"

HANDRAIL PROJECTIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTIN 1014.8. OTHER NONSTRUCTURAL PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES SHALL BE PERMITTED TO PROJECT INTO THE REQUIRED WIDTH NOT MORE THAN 1 1/2 INCHES ON EACH SIDE (1005.7.2)

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

STAIRWAYS SHALL HAVE HANDRAILS ON BOTH SIDES. HANDRAILS SHOULD BE APPLIED BETWEEN 34" AND 38" ABOVE MEASURED FROM THE NOSING. GROUND FLOOR 0' - 0" 2

NORTH ELEVATION 1/16" = 1'-0"

HANDRAILS SHOULD BE CONTINOUS EXCEPT WHEN THE LANDING TURNS. HANDRAILS SHALL RETURN TO A WALL, GUARD, OR WALKING SPACE WHEN NOT CONTINUING. WHEN NOT CONTINUING THE HANDRAILS SHALL EXTEND NO LESS THAN 12". DISTANCE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAT 1 1/2".

TITLE:

CODE ANALYSIS 2 A 4.1

Job #

EGRESS BALCONIES SHALL BE SEPARATED FROM THE WALLS AS REQUIRED BY CORRIDORS.

TOP OF CIELING 30' - 0"

Size Date

EXTERIOR STAIRWAYS SHALL HAVE A MINIMUM FIRE SEPARATION DISTANCE OF 10 FEET TO ADJACENT LOT LINES, OTHER PORTIONS OF THE BUILDING OR OTHER BUILDINGS ON THE SAME LOT.

THIRD LEVEL 20' - 0"

Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

SECOND LEVEL 10' - 0"

THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF TRAVEL TO GRADE. EMERGENCY ESCAPE AND RESCUE SHALL HAVE OPENINGS WITH A MINIMUM OF 5.7 SQ. FT. (24" x 20").

A 0.6

GROUND FLOOR 0' - 0" 4

SOUTH ELEVATION 1/16" = 1'-0"

Scale

6/5/2017 12:55:36 PM

HANDRAILS DIAMETER SHALL BE NO LARGER THAN 2".

GENERAL NOTES:

MEANS OF EGRESS: ABOVE GRADE/ WITHIN UNITS

MEANS OF EGRESS: PARKING AND GROUND FLOOR

OCCUPANCY LOADS

A 2.2 1 A 2.2 1 A 2.2

28' - 0 3/16"

11' - 5 13/16"

26' - 8"

27' - 4"

1 9' - 3"

27' - 3"

A 3.1 28' - 0 3/16"

11' - 5 13/16"

26' - 8"

27' - 4"

9' - 3"

27' - 3" 2

A 3.1

2 UP

9' - 0"

5'x5' PAD FOOTINGS

8' - 0"

9' - 0"

5'x5' PAD FOOTINGS 25' - 11 9/32"

4" THICK CONCRETE SLAB

0.2

16' - 0"

10' - 5 15/16"

STAIR 36” WIDTH

~ 113

0.2

16' - 0"

12"x18" PRE CAST COLUMN

10' - 5 15/16"

1 A 2.1 -

12' - 3 11/32"

A 2.1 -

18' - 0"

A 3.1

A 2.1

9' - 11 15/16"

12"x18" PRE CAST COLUMN

14' - 1 19/32"

~ 113

A 2.1

18' - 0"

8' - 10 5/8"

4 12' - 3 11/32"

CONCRETE SPREAD FOOTING 12" FOUNDATION WALL

37' - 0 1/16"

4 25' - 6 1/16"

A 8.1

CONCRETE SPREAD FOOTING 12" FOUNDATION WALL

UP 4

1 S 1.1 E

2 A 8.1

1 2

A 8.1

25' - 6 1/16"

AA3.2.1 3.2

2 A 8.1 1 2 AA3.2.1 3.2

31' - 11 13/16"

98' - 0 3/16"

31' - 11 13/16"

98' - 0 3/16"

130' - 0"

130' - 0" 2

A 2.2

A 2.2 2 A 2.2

FOUNDATION PLAN 1/8 " = 1'-0"

Level 2 1/16" = 1'-0" 1

16'

FOUNDATION PLAN 1/8" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

32'

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

A 2.2 A 2.2

1 1

A 2.2 1

CLIENT: 2

City Of West Hollywood

A 3.1 2 A 3.1

STAIR

36” WIDTH

0.2

0.2 ~ 113 5

Room

107

100

408 sq. ft.

~ 113

107

100

408 sq. ft.

Room 8

Room

No.

Description

Date

Room

106 800 sq. ft.

106

800 sq. ft.

Room A 2.1

Room 10

101

Room

A 2.1

105

408 sq. ft.

800 sq. ft.

A 3.1

408 sq. ft.

800 sq. ft.

A 2.1

1 A 3.1

105

A 2.1

101

Room

DN 31

Room 11

102

Room 11

102 2

Room 20

104

104 29

408 sq. ft.

Room

408 sq. ft.

400 sq. ft.

Room

400 sq. ft.

2 36

103

Room

400 sq. ft.

103

400 sq. ft.

TITLE:

CODE ANALYSIS 01

Job # Size 2

Date

A 2.2

2 A 2.2

GROUND FLOOR 1/8 " = 1'-0"

1 A 2.2

Level 3 1/16" = 1'-0"

Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

GROUND FLOOR 1 1/8" = 1'-0"

A 0.7 Scale

6/5/2017 12:55:36 PM

14' - 1 19/32"

8' - 10 5/8"

A 2.1

9' - 11 15/16"

25' - 11 9/32"

36” WIDTH

32' - 4"

STAIR

37' - 0 1/16"

8' - 0"

18' - 0"

13' - 6 3/8"

18' - 0"

13' - 6 3/8"

SPECIFIC NOTES: 1

MAXIMUM TRAVEL DISTANCE OCCUPANCY LOADS CONT’D

GENERAL NOTES:

COMMON PATH OF TRAVEL DIAGRAMS

ACTUAL TRAVEL DISTANCE IS 135 FT. IT OCCURS ON GROUND LEVEL FROM UNIT 104 TO THE MAIN ENTRANCE TO THE STREET.

ALL UNITS ARE ADA ADAPTABLE. NO COMMON PATH OF TRAVEL IS LESS THAN 36”, IN ACCORDANCE WITH 1014.3. 129' - 0 13/16"

A 2.2 1

113' - 11 13/16"

91' - 2 3/8"

SPECIFIC NOTES:

A 4.1

ONE BEDROOM

STAIR

Room

36” WIDTH

800 sq. ft.

200

0.2 42

~ 113

1 A 9.1

4 625 sq. ft.

Room

107

100

408 sq. ft.

25' - 0"

Room

205

STUDIO

DN UP

Room

106 UP

800 sq. ft. 7

40’-0”

Room

204

A 2.1 -

105

500 sq. ft. 2

Room

800 sq. ft.

201

4 UP

2 27

55’-0”

408 sq. ft.

2 32 A 9.1

490 sq. ft.

DN 28

at 1/8”=1’-0”

101

Room

A 4.1

ONE BED FLAT

at 1/8”=1’-0”

Room

100' - 0"

A 2.1

65' - 8 1/2"

STUDIO PLAN

Room DN

102 DN

408 sq. ft.

UP UP 20

Room

203

104 1 E 1.1 S

Room

656 sq. ft.

Room

202

400 sq. ft.

656 sq. ft.

103 13

400 sq. ft.

40’-0”

GROUND FLOOR 1/8" = 1'-0"

TWO BED TOWNHOUSE FIRST FLOOR at 1/8”=1’-0”

TWO BED TOWNHOUSE SECOND FLOOR at 1/8”=1’-0”

SEPARATION OF EXITS

2 A 2.2

1015.1; TABLE 1015.1;1021.2.4) Level 2 1/8" = 1'-0

Johanna Rodriguez jsr@cpp.edu

PARKING: BECAUSE THE BUILDING SERVES MORE THAN 29 PEOPLE, IT MUST PROVIDE A MINIMUM OF TWO EXITS. THE BUILDING PROVIDES 3. EXIT 1 AT RAMP CONNECTS TO THE ALLEY AND THE TWO REMAINING STAIRCASES LEAD TO EXITS 2 AND 3. THE DISTANCE BETWEEN EXIT 1 (RAMP) AND THE FURTHEST STAIRCASE THAT LEADS TO EXITS 2 AND 3 IS 81’, WHICH IS MORE THAN 1/3 OF THE MAIN DIAGONAL (1/3 OF MAIN DIAGONAL WOULD BE 43 FT.)

A 2.2

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

RESIDENTIAL: BECAUSE THE BUILDING SERVES MORE THAN 10 PEOPLE IN THE R-2 CATEGORY, IT MUST PROVIDE A MINIMUM OF TWO EXITS; THERE IS THREE. EXITS 2 AND 3 LEAD TO THE MAIN ENTRANCE AT SPAULDING AVE AND EXT 1 LEADS TO THE ALLEY. EXITS 2 AND 3 ARE 65 FT. APART, WHICH IS MORE THAN 1/3 OF THE MAIN DIAGONAL.

Room

Description

Date

Room

205

113' - 11 13/16"

200

800 sq. ft.

No.

129' - 0 13/16"

900 sq. ft. 4

91' - 2 3/8"

ONE BED TOWNHOUSE FIRST FLOOR at 1/8”=1’-0”

2 A 4.1

ONE BED TOWNHOUSE SECOND FLOOR at 1/8”=1’-0”

DN 59

A 2.1 -

2 56

Room 204

775 sq. ft.

Room

201

2 DN 53

490 sq. ft. 2

Room

46 50 Room

203 656 sq. ft.

100' - 0"

202

656 sq. ft. 3

TITLE:

A 4.1

2 A 9.1

2 S E 1.1

CODE ANALYSIS

AA3.2.1 3.2

Job #

DN DN

Size

Date Drawn by 3

Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

2 A 2.2

A 0.8

Level 3 1/8" = 1'-0

GROUND FLOOR 1/8" = 1'-0"

Scale

6/5/2017 12:55:36 PM

A 2.1

STUDIOS AND ONE BEDROOM FLATS ARE LOCATED ON GROUND FLOOR. TOWNHOUSES LOCATED ON UPPER LEVELS.

25' - 0"

1 A 9.1

65' - 8 1/2"

GENERAL NOTES:

FIRE RESISTIVE COMPARTMENTATION A. SEPARATION BETWEEN RESIDENTIAL UNITS AND SHAFTS AND CORRESPONDING FIRE RATING. PRIMARY STRUCTURAL FRAME TYPE IA REQUIRED: 3 HRS ACTUAL: 4 HRS A 2.2

BEARING WALLS EXTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

B 28' - 0 3/16"

11' - 5 13/16"

C 26' - 8"

27' - 4"

9' - 3"

27' - 3"

BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

2 A 3.1

SPECIFIC NOTES:

SHAFTS TYPE VA REQUIRED: 2 HRS ACTUAL: 2 HRS

18' - 0"

13' - 6 3/8"

2 8' - 0"

UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

9' - 0"

32' - 4"

25' - 11 9/32"

1 A 9.1

A 2.1 -

18' - 0"

1 A 3.1

8' - 10 5/8"

14' - 1 19/32"

12' - 3 11/32"

2 A 9.1

37' - 0 1/16"

A 4.1

DN DN UP

31' - 11 13/16"

98' - 0 3/16"

130' - 0"

Johanna Rodriguez jsr@cpp.edu

A 2.2

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046 0'

16'

32'

GROUND FLOOR 1/8" = 1'-0"

CLIENT:

City Of West Hollywood

A 3.1 2

No.

Description

Date

UP DN

3 1-

A 3.1 -

TITLE:

A 6.1

Size D

Date

Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.9

4 A 3.1

Job #

1 202 DINING

Scale

SECOND LEVEL 1/8" = 1'-0" 1

THIRD LEVEL 1/8" = 1'-0"

6/5/2017 12:55:36 PM

CODE ANALYSIS

202- KITCHEN UP 3 NORTH 3

202- KITCHEN

202- KITCHEN WEST

A 3.1

25' - 6 1/16"

A 2.1

9' - 11 15/16"

GENERAL NOTES:

REQUIRED FIRE SEPARATION

ACCESSIBLE FEATURES

ROOF 35' - 0" TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

RESIDENTIAL R-2 SECOND LEVEL 10' - 0"

SPECIFIC NOTES:

GROUND FLOOR 0' - 0"

PARKING S-2

ONE BEDROOM

FOUNDATION PLAN -10' - 0"

WO 2

Section 2 1/8" = 1'-0"

REQUIRED FIRE RATING 1 HR ACTUAL FIRE RATING 2 HRS

STUDIO

ACCESSIBILTY IDENTIFICATION OF ACCESSIBLE DWELLING. AN ADA ACCESSIBLE ELEVATOR PROVIDES ACCESS TO GROUND FLOOR UNITS. ADA, CHAPTER 11A RESIDENTIAL AND GUIDELINES DEFINED IN FAIR HOUSING ACT.

STUDIO PLAN

ONE BED FLAT

at 1/4”=1’-0”

ELEVATOR CONNECTS PARKING TO GRADE LEVEL. GROUND FLOOR UNITS ARE APADTABLE AND ALL BATHROOMS, KITCHENS, DOORS, AND HALLWAYS ARE THEREFORE ACCESSIBLE. 1110A: SITE CONNECTED TO STREET LEVEL (SLOPE IS LESS THAN 2%) 1120A: NO CHANGES IN ELEVATION INSIDE OF BUILDINGNWITHOUT USE OF COMPLIANT SLOPES 1110A: NO CHANGES IN ELEVATION OUTSIDE OF BUILDING WITHOUT THE USE OF COMPLIANT SLOPES. 1136A: SWITCHES ARE CODE COMPLIANT.

Johanna Rodriguez jsr@cpp.edu A 2.2 1

QUICK NOTE: ADA ELEVATOR REQUIRED TO REACH ALL LEVELS. ALL UNITS NEED TO BE ADA ACCESIBLE, SINCE ELEVATOR ONLY REACHES GRADE, THIS IS NOT THE CASE HERE.

B 28' - 0 3/16"

11' - 5 13/16"

C 26' - 8"

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

27' - 4"

27' - 3"

9' - 3"

CLIENT:

A 3.1

129' - 0 13/16"

City Of West Hollywood

91' - 2 3/8"

18' - 0"

13' - 6 3/8"

113' - 11 13/16"

A 4.1

No.

ACCESSIBLE UNIT

8' - 0"

25' - 0"

32' - 4"

ACCESSIBLE ELEVATOR

1 A 9.1

ACCESSIBLE ROUTE

Description

Date

9' - 0"

25' - 11 9/32"

A 2.1 -

18' - 0"

1 A 3.1

8' - 10 5/8"

14' - 1 19/32"

9' - 11 15/16"

100' - 0"

2 A 9.1

12' - 3 11/32"

25' - 6 1/16"

37' - 0 1/16"

65' - 8 1/2"

A 4.1

DN DN UP

TITLE:

CODE ANALYSIS

98' - 0 3/16"

Size 2

Date

A 2.2

Drawn by Revision #

GROUND FLOOR 1/8" = 1'-0"

NOTE: POCKET DOORS WERE CHANGED TO GLASS SLIDING DOORS TO WIDTH OF 8’ TOTAL WIDTH

Job #

130' - 0"

16'

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 0.10

32'

Scale

6/5/2017 12:55:36 PM

31' - 11 13/16"

GENERAL NOTES:

SPECIFIC NOTES:

2 A 4.1

Johanna Rodriguez jsr@cpp.edu 1

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

A 4.1

CLIENT:

DN DN

No.

City Of West Hollywood

Description

Date

TITLE:

SITE PLAN 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 1.1 Scale

6/2/2017 1:18:12 PM

SITE 1 1/8" = 1'-0"

GENERAL NOTES:

11' - 5 13/16"

28' - 0 3/16"

26' - 8"

27' - 4"

27' - 3"

9' - 3"

2 A 4.1

SPECIFIC NOTES:

18' - 0"

13' - 6 3/8"

8' - 0"

9' - 0"

5'x5' PAD FOOTINGS

32' - 4"

24' - 11 9/32"

4" THICK CONCRETE SLAB

12"x18" PRE CAST COLUMN

14' - 1 19/32"

18' - 0"

1 A 4.1

4 12' - 3 11/32"

Johanna Rodriguez jsr@cpp.edu

CONCRETE SPREAD FOOTING

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

12" FOUNDATION WALL

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

PARKING PLAN 01

Job #

Date Drawn by

16'

32'

Revision #

PARKING PLAN 1/8" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 2.1 Scale

6/2/2017 2:19:21 PM

Size

GENERAL NOTES:

A 3.1 2

SPECIFIC NOTES: 2 A 4.1

1 A 9.1

A 3.1 -

2 A 9.1

Johanna Rodriguez jsr@cpp.edu

EAST COURTYARD

A 4.1 WEST COURTYARD

NORTH - COURTYARD -

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

- SOUTH COURTYARD

DN DN UP

No.

Description

Date

TITLE:

FIRST LEVEL FLOOR PLAN

4 A 3.1

Job # Size

GROUND FLOOR 1/8" = 1'-0"

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 2.2 Scale

6/2/2017 1:18:21 PM

A 3.1

GENERAL NOTES:

A 3.1 2

SPECIFIC NOTES:

3 1-

Johanna Rodriguez jsr@cpp.edu

A 3.1 -

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

202- KITCHEN

202- KITCHEN WEST

202- KITCHEN UP 3 NORTH A 6.1

1 202 DINING

TITLE:

SECOND LEVEL FLOOR PLAN 4

Size A 3.1

Date Drawn by Revision #

Job #

SECOND LEVEL 1/8" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 2.3 Scale

6/2/2017 1:18:23 PM

A 3.1

GENERAL NOTES:

SPECIFIC NOTES:

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

Description

Date

No.

City Of West Hollywood

DN D

TITLE:

THIRD LEVEL FLOOR PLAN 01

Job #

Date

THIRD LEVEL 1/8" = 1'-0"

Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 2.4 Scale

6/2/2017 1:18:25 PM

Size

GENERAL NOTES:

SPECIFIC NOTES:

2% SLOPE

2% SLOPE Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

DN DN

No.

2% SLOPE

Description

Date

2% SLOPE

TITLE:

ROOF PLAN 01

Job #

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 2.5

ROOF PLAN 1/8" = 1'-0" Scale

6/2/2017 1:18:27 PM

Size

GENERAL NOTES:

ROOF 35' - 0"

TOP OF CIELING 30' - 0"

SPECIFIC NOTES:

EAST ELEVATION 1/8" = 1'-0"

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

GROUND FLOOR 0' - 0"

GROUND FLOOR 0' - 0" 3

WEST ELEVATION 1/8" = 1'-0"

ROOF 35' - 0" TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

GROUND FLOOR 0' - 0" No.

NORTH ELEVATION 2 1/8" = 1'-0"

Description

Date

2 A 4.1

TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

TITLE:

ELEVATIONS

SECOND LEVEL 10' - 0"

Job # Size Date

GROUND FLOOR 0' - 0" 4

Drawn by Revision #

SOUTH ELEVATION 1/8" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 3.1 Scale

6/2/2017 1:18:47 PM

THIRD LEVEL 20' - 0"

GENERAL NOTES:

SPECIFIC NOTES:

ROOF 35' - 0"

TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

GROUND FLOOR 0' - 0"

EAST COURTYARD 1/8" = 1'-0"

NORTH COURTYARD 1/8" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

WEST COURTYARD 1/8" = 1'-0"

ROOF 35' - 0"

TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

GROUND FLOOR 0' - 0"

GROUND FLOOR 0' - 0" 3

No.

Description

Date

SOUTH COURTYARD 1/8" = 1'-0"

TITLE:

COURTYARD ELEVATIONS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 3.2 Scale

6/2/2017 1:58:28 PM

ROOF 35' - 0"

City Of West Hollywood

GENERAL NOTES:

2 A 4.1

ROOF 35' - 0" TOP OF CIELING 30' - 0"

SPECIFIC NOTES:

THIRD LEVEL 20' - 0"

SECOND LEVEL 10' - 0"

GROUND FLOOR 0' - 0"

FOUNDATION PLAN -10' - 0"

Section 1 1/8" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

ROOF 35' - 0"

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

TOP OF CIELING 30' - 0"

THIRD LEVEL 20' - 0"

No.

City Of West Hollywood

Description

Date

SECOND LEVEL 10' - 0"

GROUND FLOOR 0' - 0"

FOUNDATION PLAN -10' - 0"

Section 2 1/8" = 1'-0"

TITLE:

SECTIONS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 4.1 Scale

6/2/2017 1:18:54 PM

GENERAL NOTES:

SLATE ROOF FINISH VENTED AIRSPACE FLASHING 2x8 ROOF JOIST

2x10 JOISTS

12” 2”

METAL CLADDING

BOLTS DENS GLASS BUILDING PAPER

SPECIFIC NOTES:

WATER PROOFING PLYWOOD RIGID INSULATION BATT INSULATION 2x6 STUDS

SOLE PLATE STUDS DOUBLE HEADER

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

OAK WOOD FLOORING ACOUSTIC MATT PLYWOOD SUBFLOORING

LIGHTWEIGHT CONCRETE

No.

City Of West Hollywood

Description

Date

2x8 FLOOR JOISTS

SOLE PLATE

DOUBLE GLAZED WINDOW

EXTERIOR

INTERIOR

TITLE:

ENLARGED WALL SECTION

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 4.2 1

WALL SECTION 3/4" = 1'-0"

BOTTOM OF FOOTING -2 6

Scale

6/2/2017 1:18:56 PM

2% SLOPE AWAY FROM GRADE

Size

6” MINIMUM

CONCRETE FOOTING

Job #

OAK WOOD FLOORING PLYWOOD SUBFLOORING CONCRETE SLAB

GENERAL NOTES:

SPECIFIC NOTES:

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

SECTIONAL PERSPECTIVE 01

Job #

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 4.3 Scale

6/2/2017 1:18:56 PM

Size

GENERAL NOTES:

26' - 2 21/32"

8' - 7 5/32"

3' - 4 17/32"

3' - 0"

5' - 0"

7' - 1 1/32"

SPECIFIC NOTES:

21' - 0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046 City Of West Hollywood

13' - 10 31/32"

CLIENT:

Description

Date

10' - 0"

No.

TITLE:

ENLARGED PLAN SECTION 7' - 0"

11' - 9 5/16"

Job # Size Date Drawn by 31' - 2 21/32"

Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 5.1 1

FIRST LEVEL TOWNHOUSE 3/4" = 1'-0"

Scale

6/2/2017 1:18:57 PM

12' - 5 5/16"

GENERAL NOTES:

26' - 2 21/32"

14' - 2 17/32"

12' - 0 1/8"

SPECIFIC NOTES:

5' - 0 3/8"

19' - 11 1/32"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

ENLARGED PLAN SECTION 7' - 5"

Job # Size 4' - 10 1/4"

Date Drawn by Revision #

SECOND LEVEL TOWNHOUSE 3/4" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 5.2 Scale

6/2/2017 1:18:58 PM

10' - 11 5/8"

GENERAL NOTES: 06 46 00.J5

26 51 00.A4

2' - 0"

06 40 00.A2

2' - 6"

7' - 0"

2' - 6"

26 27 26.A3

1' - 2"

5' - 0"

9' - 0"

26 27 26.A4

9' - 0"

26 27 26.A4

SPECIFIC NOTES:

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

0' - 4"

202 DINING 3/8" = 1'-0"

26 30 00.A1

1' - 6"

26 30 00.A1

06 46 00.J5

1' - 2 1/4"

06 46 00.J5

3' - 4"

26 30 00.A1

4' - 2 1/4"

06 40 00.A2 26 30 00.A1

202- KITCHEN WEST 3/8" = 1'-0"

06 43 00.A2

06 40 00.A2 7' - 0"

9' - 0" 3' - 0"

3' - 4"

26 30 00.A1

06 40 00.A2

06 46 00.J5 0' - 4"

0' - 4"

1' - 2 1/4"

26 30 00.A1

5' - 5 27/32"

5' - 10 1/8"

7' - 0"

6' - 11"

10 51 00

7' - 0"

9' - 0"

2' - 6"

06 40 00.A2

2' - 0 25/32"

3' - 6 1/4"

1' - 6"

1' - 6 3/16"

3' - 1 1/2"

11' - 8 23/32"

Johanna Rodriguez jsr@cpp.edu

202- KITCHEN 3/8" = 1'-0" 26 51 00.B2

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

26 51 00.A4

26 51 00.A4 10 56 00.A1

CLIENT:

08 11 00.A1

26 51 00.B2

7' - 10 1/2"

10' - 0" 6' - 11"

6' - 8"

26 30 00.A1

06 46 00.J5

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

0' - 4"

1' - 2 1/4"

06 46 00.J5

202 BEDRM W 3/8" = 1'-0"

202 BEDRM N 3/8" = 1'-0" 26 51 00.A4

26 51 00.A4 10 56 00.A1

10' - 0"

26 27 26.A1

6' - 8"

6' - 11"

7' - 10 1/2"

26 27 26.A4

26 30 00.A1

202 BEDRM E 3/8" = 1'-0"

06 40 00.A2 06 43 00 06 43 00.A2 06 46 00 06 46 00.J5 08 11 00.A1 09 30 13 09 30 13.A2 10 28 00.A2 10 28 00.A7 10 28 00.B2 10 51 00 10 56 00.A1 22 40 00.A3 22 40 00.A6 22 40 00.B6 22 40 00.D2 22 40 00.E3 26 27 26.A1 26 27 26.A3 26 27 26.A4 26 30 00.A1 26 51 00.A2 26 51 00.A4 26 51 00.B2 26 51 00.C1

Wood Laminate Wood Stairs and Railings 2x12 Stringer Wood Trim 3/4" x 4" Base Molding Aluminum Sliding Door Head Ceramic Tiling Ceramic Tile Toilet Tissue Dispenser Medicine Cabinet Towel Bar Lockers High Density Storage And Shelving Lavatory Tile-In Sink Column Shower Bathtub Toilet Single Pole Switch Three Way Switch Dimmer Switch Duplex Receptacle Wall Mounted Fluorescent Fixture 2' X 2' Surface Mounted Modular Fluorescent Fixture Wall Mounted Incandescent Fixture Track Lighting

TITLE:

INTERIOR ELEVATION

202 BEDRM S 3/8" = 1'-0"

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 6.1

0' - 4"

Date

Keynote Text

06 46 00.J5

0' - 4"

06 46 00.J5

Key Value

1' - 2 1/4"

26 30 00.A1

4' - 2 1/4"

26 30 00.A1

Description

Keynote Legend

7' - 10 1/2"

10' - 0"

No.

City Of West Hollywood

Scale

5/17/2017 11:55:13 PM

202- KITCHEN NORTH 3/8" = 1'-0"

GENERAL NOTES:

26 51 00.A2 10 56 00.A1 10 28 00.A2

10 28 00.A7

09 30 13.A2

10 56 00.A1

09 30 13

10 28 00.B2

26 51 00.A4

22 40 00.B6 22 40 00.B6

9' - 0" 7' - 3 31/32"

SPECIFIC NOTES:

5' - 0 3/4" 4' - 0 3/4" 3' - 0"

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

1' - 2 1/4"

1' - 4"

2' - 3 3/4"

06 46 00.J5

2' - 3 3/4"

4' - 0 3/4"

06 46 00.J5

0' - 4"

1' - 4"

26 30 00.A1

2' - 0"

5' - 0 3/4"

4' - 0 3/4"

6' - 8"

7' - 0"

22 40 00.A3

6' - 11"

9' - 0" 7' - 0"

6' - 5 5/8"

6' - 10 5/8"

6' - 10 11/16"

6' - 6 13/32"

22 40 00.A6

22 40 00.D2

2' - 3 3/4"

2' - 0"

3' - 0"

3' - 10 1/2"

4' - 2 1/4"

5' - 0 3/4"

6' - 8"

7' - 3 31/32"

9' - 0"

10 28 00.B2

2' - 0"

22 40 00.E3

202 BATH E 3/8" = 1'-0"

202 BATH S 3/8" = 1'-0"

26 51 00.A4 26 51 00.A4

22 40 00.D2

202 BATH W 3/8" = 1'-0"

202 BATH N 3/8" = 1'-0"

26 51 00.A4

10 56 00.A1

26 51 00.C1

Keynote Legend Key Value

10 56 00.A1

10' - 0"

3' - 0"

6' - 0"

6' - 8"

6' - 11"

10' - 0"

06 43 00

202 HALL N 3/8" = 1'-0"

0' - 4"

10 28 00.A7

26 51 00.C1

202 HALL E 3/8" = 1'-0"

26 51 00.A4

06 46 00 26 27 26.A4

10 56 00.A1 06 43 00

10' - 0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

6' - 11"

6' - 8"

6' - 11"

4' - 2 1/4"

6' - 0"

6' - 8"

10' - 0"

06 46 00

Keynote Text

202 HALLS 3/8" = 1'-0"

202 HALL W 3/8" = 1'-0"

TITLE:

INTERIOR ELEVATION 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 6.2 Scale

5/17/2017 11:55:15 PM

0' - 4"

3' - 0"

06 46 00.J5

GENERAL NOTES:

DOOR SCHEDULE Mark

37 D1 39 40 41 42 43 44 46 47 D3 D2 52 53 56 57 59 60 61 62 63 64 65

36" x 80" 36" x 84" 36" x 84" 36" x 84" 36" x 84" 36" x 84" 36" x 84" 36" x 84" 36" x 84" 36" x 80" 36" x 80" 36" x 84" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" Door-Interior-Single-Poc ket-2_Panel-Wood Door-Interior-Single-Poc ket-2_Panel-Wood 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80" 36" x 80"

D4 68

68" x 80" 68" x 80"

Level

Head Height

Height

Width

GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR

6' - 8" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 6' - 8" 6' - 8" 7' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 0"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

GROUND FLOOR

7' - 0"

3' - 0"

GROUND FLOOR SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL FOUNDATION PLAN THIRD LEVEL GROUND FLOOR

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

6' - 8" 6' - 8"

5' - 8" 5' - 8"

Frame Material

Description

Mark 4 7 8 9 13 14 15 16 17 18 19 20 33 40 49 78 79 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 103 104 106 107 108 109 111 112 113 114 116

Level GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR SECOND LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL GROUND FLOOR GROUND FLOOR GROUND FLOOR

Type Family2 Family2 Family2 square window Family2 larger window Family2 Family2 Family2 Family2 Family2 larger window Family2 Family2 Family2 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner square window 2.5 x 5 corner 2.5 x 5 corner square window square window square window square window square window 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner 2.5 x 5 corner square window square window square window square window larger window square window Family2 Family2 36" x 48"

Height 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4' - 0"

Width 5' - 0" 5' - 0" 5' - 0" 2' - 6" 5' - 0" 7' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 7' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 2' - 6" 5' - 0" 5' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 7' - 0" 2' - 6" 5' - 0" 5' - 0" 3' - 0"

Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Wattage 40 W 40 W 40 W 60 W 60 W 60 W 60 W 100 W 100 W 8W 8W 8W 8W 8W 9W 100 W 100 W 100 W 9W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 100 W 9W 9W 8W 8W 9W 40 W 40 W 40 W 40 W 40 W 16 W 100 W 150 W 60 W 150 W 150 W

Luminous Illuminance Intensity 1134 lx 1134 lx 1134 lx 29 lx 29 lx 29 lx 29 lx 608 lx 608 lx 14 lx 14 lx 14 lx 14 lx 14 lx 12 lx 60 lx 60 lx 60 lx 12 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 60 lx 12 lx 12 lx 14 lx 14 lx 12 lx 1134 lx 1134 lx 1134 lx 108 lx 108 lx 21 lx 60 lx 1000 lx 29 lx 1000 lx 1000 lx

10532 cd 10532 cd 10532 cd 272 cd 272 cd 272 cd 272 cd 5651 cd 5651 cd 127 cd 127 cd 127 cd 127 cd 127 cd 110 cd 557 cd 557 cd 557 cd 110 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 557 cd 110 cd 110 cd 127 cd 127 cd 110 cd 10532 cd 10532 cd 10532 cd 1003 cd 1003 cd 191 cd 557 cd 9293 cd 272 cd 9293 cd 9293 cd

Efficacy 79 lm/W 79 lm/W 79 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 17 lm/W 17 lm/W 50 lm/W 50 lm/W 50 lm/W 50 lm/W 50 lm/W 149 lm/W 18 lm/W 18 lm/W 18 lm/W 149 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 18 lm/W 149 lm/W 149 lm/W 50 lm/W 50 lm/W 149 lm/W 79 lm/W 79 lm/W 79 lm/W 79 lm/W 79 lm/W 149 lm/W 18 lm/W 19 lm/W 14 lm/W 19 lm/W 19 lm/W

SPECIFIC NOTES:

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

SCHEDULES 01

Job # Size

DOOR LEGEND 1/2" = 1'-0"

WINDOW LEGEND 1/2" = 1'-0"

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 6.3 Scale

6/2/2017 1:19:16 PM

2 3 4 5 6 7 8 9 10 11 13 20 27 28 29 31 32 33 34

Type

LIGHTING SCHEDULE

WINDOW SCHEDULE

GENERAL NOTES:

SPECIFIC NOTES:

31' - 1 17/32"

31' - 1 1/2"

13' - 3 7/8"

12' - 6 1/8"

8' - 0 23/32"

21' - 2"

21' - 0" 13' - 2" 10' - 0"

21' - 0"

7' - 4 1/32"

26' - 2 21/32"

10' - 11 1/2"

5' - 6 1/4"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

31' - 2 21/32"

5' - 1 17/32"

11' - 1 5/8"

9' - 10 1/8"

5' - 0"

No.

FIRST LEVEL TOWNHOUSE REFLECTED CEILING PLAN 1/4" = 1'-0"

City Of West Hollywood

Description

Date

SECOND LEVEL TOWNHOUSE REFLECTED CEILING PLAN 2 1/4" = 1'-0"

TITLE:

REFLECTED CEILING PLANS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 7.1 Scale

6/2/2017 1:19:20 PM

4' - 10 27/32"

5' - 3 17/32"

GENERAL NOTES:

SPECIFIC NOTES:

Top of Cieling 35' - 0"

1 A 8.1.1

Johanna Rodriguez jsr@cpp.edu

Level 3 20' - 0"

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

Level 2 10' - 0"

TITLE:

VERTICAL CIRCULATION 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 8.1 3

TRANSVERSE STAIR ELEVATION 1/2" = 1'-0"

STAIR ELEVATION 1/2" = 1'-0"

Scale

5/5/2017 4:58:09 AM

GROUND FLOOR 0' - 0"

GENERAL NOTES:

SPECIFIC NOTES:

12 AA3.2.1 --3.2

Level 3 20' - 0"

2 A 8.1.1

5 A 8.1.2

4 A 8.1.2

Johanna Rodriguez jsr@cpp.edu

Level 2 10' - 0"

Level 3 20' - 0"

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

City Of West Hollywood

---

No.

1 A 8.1.2

2 A 8.1.2

GROUND FLOOR 0' - 0"

Level 2 10' - 0"

TRANSVERSE STAIR SECTION 1/2" = 1'-0"

Date

STAIR SECTION 1/2" = 1'-0"

TITLE:

VERTICAL CIRCULATION 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 8.2 Scale

5/5/2017 4:58:11 AM

3 A 8.1.2

Description

GENERAL NOTES:

VINYL WOOD FINISH

PLYWOOD SUBFLOOR

KITCHEN AND DINING BEYOND

METAL CLADDING

VINYL WOOD TREAD BOLTS

0' - 7 31/32"

NOSER 1' - 1"

DENS GLASS

VINYL WOOD FINISH

SPECIFIC NOTES: BUILDING PAPER

PLYWOOD SUBFLOOR 0' - 2"

WATERPROOFING

PLYWOOD

2x8 FLOOR JOISTS

2x8 JOISTS

GYPSUM BOARD

(3) 2x14 STRINGER

2x14 STRINGER

JOIST HANGER

INSULATION

JOIST HANGER

2x6 STUD WALL

2x10 LEDGER

2x BLOCKING (TYP.)

DOUBLE TOP PLATE

3 1

STAIR TO LANDING DETAIL 1 1/2" = 1'-0"

LANDING TO WALL DETAIL 1 1/2" = 1'-0"

BASE STAIR TO FLOOR DETAIL 1 1/2" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

BUILDING PAPER

CLIENT:

BLOCKING

City Of West Hollywood

WALL MOUNTED RAIL

No.

METAL HANDRAIL

Description

Date

WATERPROOFING HANDRAIL BRACKET

HANDRAIL

METAL CLADDING

BOLTS

NAILS

DENS GLASS 2x BLOCKING

2x6 STUD WALL

2x14 STRINGERS

TITLE:

VERTICAL CIRCULATION

0' - 1 3/16" 0' - 0"

INSULATION 1/2" PLYWOOD

Size

NAIL

Drawn by

Date

Revision #

HANDRAIL DETAIL 1 1 1/2" = 1'-0"

Job #

HANDRAIL DETAIL 2 1 1/2" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 8.3 Scale

6/2/2017 1:19:41 PM

PLYWOOD

GENERAL NOTES:

GYPSUM BOARD

SPECIFIC NOTES:

GLASS METAL BALCONY BALUSTER

SLATE ROOF FINISH

INSULATION VENTED AIRSPACE

CHANNEL BOLT

INSULATION

INTERIOR CEILING FINISH

PLYWOOD SHEATHING

1' - 3 17/32"

2x RIM JOISTS DOUBLE HUNG WINDOW HEADER

WINDOW HEADER 3" = 1'-0"

ROOF OVERHANG 2 2x6 DOUBLE HEADER 6 1 1/2" = 1'-0"

ROOF DRAIN IN REAR

2x4 STUDS AT 16" O.C.

BALCONY 3" = 1'-0"

UNIT PARTITION DETAIL 3" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

2x4 STUDS AT 16" O.C.

CHANNEL

METAL RAILING

INSULATION

PLYWOOD

BLOCKING METAL PANELS

DOUBLE GLAZED WINDOW DOUBLE HUNG WINDOW SILL

GYPSUM BOARD BOLTS

WINDOW ASSEMBLY

BOLTS

CHANNEL 2x SILL PLATE TITLE:

REFLECTED CEILING PLANS 01

Job # Size

METAL PANEL EXTERIOR CORNER 1 1/2" = 1'-0"

BALCONY RAIL TO WALL 3" = 1'-0"

INTERIOR WALL ASSEMBLY 3" = 1'-0"

Date Drawn by Revision #

WINDOW SILL 3" = 1'-0"

A 9.1 Scale

6/2/2017 1:19:20 PM

24 x 36 19 April 2017 Johanna S. Rodriguez 0

GENERAL NOTES:

SPECIFIC NOTES:

METAL FLASHING

PLYWOOD RIGID INSULATION

VENTED AIRSPACE METAL PANELS SLATE ROOF FINISH

METAL PANELING WATERPROOFING

METAL PANEL

BATT INSULATION ANCHOR BOLT

SOLE PLATE

CHANNEL

4" WOOD BASE HARDWOOD FLOORING

4" WOODEN BASE

BOLTS

PLYWOOD SUBFLOOR 4" CONCRETE

PLYWOOD SUBSTRATE

BUILDING PAPER

0' - 0"

0' - 2"

1/2" DENS GLASS

2x10 FLOOR JOISTS

RIGID INSULATION 2x10 ROOF JOISTS

METAL PANELING

EYEBROW DETAIL 1 1/2" = 1'-0"

2x6 DOUBLE TOP PLATE

ROOF OVERHANG 1 1/2" = 1'-0"

WALL CONNECTION AT SLAB 1 1/2" = 1'-0"

METAL PANEL TO STRUCTURE 1 1/2" = 1'-0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

KEY DETAILS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

A 9.2 Scale

6/2/2017 1:19:45 PM

INTERIOR CEILING FINISH

GENERAL NOTES:

5' - 0"

26' - 2 21/32"

8' - 7 5/32"

3' - 4 17/32"

3' - 0"

5' - 0"

SPECIFIC NOTES:

11' - 0"

7' - 1 1/32"

21' - 0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046 City Of West Hollywood

13' - 10 31/32"

CLIENT:

Description

Date

10' - 0"

No.

TITLE:

ELECTRICAL DRAWINGS 7' - 0"

11' - 9 5/16"

Job # Size

FIRST LEVEL TOWNHOUSE ELECTRICAL PLAN 1 3/4" = 1'-0"

Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

E 1.1 Scale

6/2/2017 1:19:46 PM

12' - 5 5/16"

GENERAL NOTES:

26' - 2 21/32"

14' - 2 17/32"

12' - 0 1/8"

SPECIFIC NOTES:

5' - 0 3/8"

19' - 11 1/32"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

ELECTRICAL DRAWINGS 01

Job # 7' - 5"

Size Date Drawn by

4' - 10 1/4"

Revision #

SECOND LEVEL TOWNHOUSE ELECTRICAL PLAN 1 3/4" = 1'-0"

24 x 36 19 April 2017 Johanna S. Rodriguez 0

E 1.2 Scale

6/2/2017 1:19:48 PM

10' - 11 5/8"

GENERAL NOTES:

SPECIFIC NOTES:

31' - 2 21/32" 5' - 0"

5' - 3 17/32"

26' - 2 21/32" 1' - 3"

3' - 0"

13' - 9 7/8"

5' - 0"

12' - 0 1/8"

11' - 0"

7' - 4 1/32"

8' - 7 5/32"

25' - 10"

21' - 0"

21' - 3 1/32"

21' - 0"

10' - 0"

13' - 7 31/32"

21' - 0"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046 D

12' - 1 5/16"

7' - 0"

10' - 7 7/8"

12' - 1 5/16" 5' - 0 1/2"

CLIENT:

7' - 4"

City Of West Hollywood

8' - 0 1/8"

26' - 0"

31' - 2 21/32"

No.

Date

MECHANICAL SECOND LEVEL TOWNHOUSE 2 1/4" = 1'-0"

Mechanical... Count 1

TITLE:

MECHANICAL DRAWINGS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

M 1.2 Scale

6/2/2017 1:19:49 PM

MECHANICAL FIRST LEVEL TOWNHOUSE 1 1/4" = 1'-0"

Description

GENERAL NOTES:

11' - 5 13/16"

28' - 0 3/16"

26' - 8"

27' - 4"

27' - 3"

9' - 3"

2 A 4.1

SPECIFIC NOTES:

18' - 0"

13' - 6 3/8"

8' - 0"

9' - 0"

5'x5' PAD FOOTINGS

32' - 4"

24' - 11 9/32"

4" THICK CONCRETE SLAB

12"x18" PRE CAST COLUMN

14' - 1 19/32"

18' - 0"

1 A 4.1

4 12' - 3 11/32"

Johanna Rodriguez jsr@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

CONCRETE SPREAD FOOTING 12" FOUNDATION WALL

CLIENT:

No.

City Of West Hollywood

Description

Date

TITLE:

FOUNDATION PLANS 01

Job # Size Date Drawn by Revision #

16'

32'

FOUNDATION PLAN 1/8" = 1'-0"

S 2.0 Scale

6/2/2017 1:19:51 PM

24 x 36 19 April 2017 Johanna S. Rodriguez 0

GENERAL NOTES:

SPECIFIC NOTES:

2x10 JOISTS AT 16" O.C. 2x10 RIM JOIST

2x8 BEAM 2x6 JOISTS AT 16" O.C.

2x10 RIM JOISTS

2x10 JOISTS AT 16" O.C.

6x10 BEAM

6x10 BEAM Johanna Rodriguez jsr@cpp.edu

6x10 BEAM

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. Spaulding Ave. West Hollywood, CA 90046

6x10 BEAM

CLIENT:

City Of West Hollywood

2x10 RIM JOIST 2x10 JOISTS AT 16" O.C.

No.

Date

FRAMING PLAN- ONE BED TOWNHOUSE LEVEL 2 2 1/4" = 1'-0"

TITLE:

FRAMING PLANS 01

Job # Size Date Drawn by Revision #

24 x 36 19 April 2017 Johanna S. Rodriguez 0

S 2.1 0'

16'

32'

Scale

6/2/2017 1:19:53 PM

FRAMING PLAN- ONE BED TOWNHOUSE LEVEL 1 1 1/4" = 1'-0"

Description

WEST HOLLYWOOD HOUSING PROJECT 1051 N. SPAULDING AVE. WEST HOLLYWOOD, CA 90046 JOHANNA S. RODRIGUEZ

CONSTRUCTION DOCUMENTS • • • • • •

Architectural Drawings Title 24 Compliance Structural Drawings Fire Sprinkler Drawings Specifications Soil Engineering Reports and Letters

• • • •

A/V Equipment location plans Solar Electric Package Solar Thermal Package Residential Elevators

ADDITIONAL INFORMATION

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 23 00 Alternates 01 25 00 Substitution Procedures 01 33 23 Shop Drawings, Product Data, and Samples 01 45 00 Quality Control 01 50 00 Temporary Facilities and Controls 01 64 00 Owner-Furnished Products 01 66 00 Product Storage and Handling Requirements 01 74 00 Cleaning and Waste Management DIVISION 02 – EXISTING CONDITIONS 02 21 13 Site Surveys - SEE SITE DRAWINGS 02 32 00 Geotechnical Investigations - SEE SOILS REPORT DIVISION 03 – CONCRETE 03 31 00 Structural Concrete - SEE STRUCTURAL DRAWINGS 03 33 00 Architectural Concrete DIVISION 04 – MASONRY 04 22 00 Concrete Unit Masonry - SEE STRUCTURAL DRAWINGS DIVISION 05 – METALS 05 12 00 Structural Steel Framing - SEE STRUCTURAL DRAWINGS

05 50 00 05 52 00 05 58 13

Metal Fabrications Metal Railings Column Covers

DIVISION 06 – WOODS AND PLASTICS 06 10 00 Rough Carpentry - SEE STRUCTURAL DRAWINGS 06 40 00 Architectural Woodwork 06 41 00 Architectural Wood Casework 06 73 00 Composite Decking 06 46 00 Wood Trim DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 10 00 Dampproofing and Waterproofing 07 21 00 Thermal Insulation 07 26 00 Vapor Retarders - SEE STRUCTURAL DRAWINGS 07 31 13 Asphalt Shingles 07 31 33 Composite Rubber Shingles 07 42 13 Metal Wall Panels 07 46 23 Wood Siding 07 52 72 Traffic-Bearing Roof Deck Surfacing 07 62 00 Sheet Metal Flashing and Trim 07 71 23 Manufactured Gutters and Downspouts 07 71 33 Manufactured Scuppers DIVISION 08 – OPENINGS 08 11 16 Aluminum Doors and Frames 08 14 00 Wood Doors 08 31 00 Access Doors and Panels 08 32 00 Sliding Glass Doors 08 35 00 Folding Doors and Grilles 08 36 13 Sectional Doors 08 51 13 Aluminum Windows 08 51 66 Metal Window Screens 08 63 00 08 71 00 08 75 00 08 80 00 08 83 00

Metal-Framed Skylights Door Hardware Window Hardware Glazing Mirrors

DIVISION 09 – FINISHES 09 06 00 Schedules for Finishes 09 20 00 Plaster and Gypsum Board 09 24 23 Cement Stucco 09 30 00 Tiling 09 63 00 Stone Flooring 09 64 00 Wood Flooring 09 68 00 Carpeting

09 91 00 09 93 00

Painting Staining and Transparent Finishing

DIVISION 10 – SPECIALTIES 10 14 19 Dimensional Letter Signage 10 28 00 Toilet, Bath, and Laundry Accessories 10 30 00 Fireplaces and Stoves 10 55 23 Mail Boxes 10 57 00 Wardrobe and Closet Specialties 10 71 13 Exterior Sun Control Devices DIVISION 11 – EQUIPMENT 11 31 13 Residential Kitchen Appliances 11 31 23 Residential Laundry Appliances 11 34 00 Residential Ceiling Fans 11 52 00 Audio-Visual Equipment DIVISION 12 – FURNISHINGS 12 36 00 Countertops (solid surface countertops as alternate) 12 24 13 Roller Shades DIVISION 13 – SPECIAL CONSTRUCTION 13 12 13 Exterior Fountains 13 17 13 Hot Tubs DIVISION 22 – PLUMBING 21 13 00 Fire-Suppression Sprinkler Systems 22 33 30 Residential, Solar-Thermal Domestic Water Heaters – SEE SOLAR THERMAL PACKAGE 22 34 13 Instantaneous, Tankless, Gas Domestic Water Heaters 22 41 00 Residential Plumbing Fixtures 22 52 00 Fountain Plumbing Systems DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) Force Air System Heating– See T24 DIVISION 26 – ELECTRICAL 26 31 00 Photovotaic Collectors - SEE SOLAR ELECTRIC PACKAGE 26 33 00 Battery Equipment - SEE SOLAR ELECTRIC PACKAGE 26 51 00 Interior Lighting 26 56 00 Exterior Lighting 28 00 00 Electronic Safety and Security DIVISION 31 – EARTHWORK 31 22 00 Grading - SEE SITE DRAWINGS 31 23 00 Excavation and Fill - SEE STRUCTURAL DRAWINGS

DIVISION 32 – EXTERIOR IMPROVEMENTS 32 16 00 Curbs, Gutters, Sidewalks, and Driveways 32 31 00 Fences and Gates 32 32 00 Retaining Walls - SEE STRUCTURAL DRAWINGS 32 80 00 Irrigation – Phase Two 32 90 00 Planting – Phase Two DIVISION 33 – UTILITIES 33 10 00 Water Utilities - SEE SITE DRAWINGS 33 30 00 Sanitary Sewerage Utilities - SEE SITE DRAWINGS 33 40 00 Storm Drainage Utilities - SEE SITE DRAWINGS 33 50 00 Fuel Distribution Utilities - SEE SITE DRAWINGS 33 70 00 Electrical Utilities - SEE SITE DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS NOTE - Specification items are typically included on the Drawings. Items on Drawings that are not included in these Specifications, and vice versa, are to be included in estimates, bids, and construction. All documents listed under Construction Documents above are to be utilized for estimates, bids, and construction. 01 11 00 Summary of Work Project: WEST HOLLYWOOD HOUSING PROJECT Owner: JOHANNA S. RODRIGUEZ Architect: JOHANNA S. RODRIGUEZ Contractor: TBD Scope of Work: 01 23 00 Alternates The Contractor shall propose alternate bid amount for the items listed in the following schedule. If the Owner decides to accept a corresponding change the amount will be added or deducted from the Base Bid amount. Contractor shall execute accepted alternates under the same conditions as other Work of the Contract. 01 25 00

Substitution Procedures

01 33 23

Shop Drawings, Product Data, and Samples

01 45 00

Quality Control

01 50 00

Temporary Facilities and Controls

01 64 00

Owner-Furnished Product

01 66 00 Product Storage and Handling Requirements A. Products: B. Transportation, Delivery and Handling: C. Storage and Protection: D. Site Protection: 01 74 00

Cleaning and Waste Management

DIVISION 02 – EXISTING CONDITIONS 02 21 13

Site Surveys - SEE SITE DRAWINGS

02 32 00

SEE SOILS REPORT

DIVISION 03 – CONCRETE 03 31 00

Structural Concrete

03 33 00 Architectural Concrete DRIVEWAY - ALTERNATE - Cast-in-place concrete driveway with lightly exposed aggregate finish. This is an alternate to the asphalt driveway. RAISED PLANTERS – Cast-in-place concrete using smooth finish formwork. See Architectural drawings for dimensions and placement.

DIVISION 05 – METALS 05 12 00 Structural Steel Framing STRUCTURAL STEEL - See Structural Drawings for all structural steel, reinforcing steel, anchors, bolts, plates, hangers, etc. 05 52 00 Metal Railings Provide stainless steel metal railing on exterior balconies and exterior stairs. See Architectural drawings for design.

DIVISION 6 – WOOD AND PLASTICS 06 10 00 Rough Carpentry PART 1 - GENERAL It is preferred that all dimension lumber to be FSC certified, but not required.

PART 2 - PRODUCTS See Structural Drawings for all Rough Carpentry including but not limited to: • Wood Framing (walls, blocking, joists, plates, columns, beams, etc.) • Engineered Wood Products • Parallel Strand Lumber • Wood I-Joists • Glued-Laminated Beams 06 40 00 Architectural Woodwork See Architectural and Structural Drawings for design and dimensions of architectural woodwork. SAMPLES - Provide 24” x 24” samples of each wood material with appropriate color, gloss, texture of paint and/or stain as specified herein. INTERIOR STAIR TREADS Material: Match wood flooring material and finish Finish: See Finish Schedule. Alternate: Stone Finish WOOD TRELLIS & WOOD LOUVERS Material: Cedar, redwood, Douglas fir or approved alternate Finish: Clear coat sealer over Stain, see Finish Schedule. Alternate: Ipe 06 41 00 Architectural Wood Casework See Architectural Drawings (Plans, Interior Elevations, and Details) for design and dimensions of custom casework. All material used to create casework must be phenolic formaldehyde free. SAMPLES - Provide 24” x 24” samples of each casework material with appropriate color, gloss, texture of paint and/or stain as specified herein.

Room

Bathroom Bathroom Kitchen Kitchen Kitchen Bedroom Bedroom

Unit #

202 202 202 202 202 202

202

Casework Description

Vanity Cabinets Built In Shelving with tall cabinet doors Base Cabinets Wall Cabinets Shelving Closet Shelves Shelving, Drawers

06 43 00 Wood Stairs and Railings See Architectural and Structural Drawings for design of stair. Alternate: Change stair treads to stone to match first level flooring in lieu of wood. 06 73 00 Composite Decking See Architectural and Structural Drawings for design of deck. Add Alternate: This is an add alternate to the Dexotex Deck finish. In order for floor to be level (actually slightly below) the finished floor level of the second floor, the floor joists between grid line B and DD should be lowered. This will also result in lift/slide doors being shorter. Material: UDECX Patio Decking 10' x 10' Square Edge Board Finish: Red Cedar Finish 06 46 00

Wood Trim

WOOD DOOR AND WINDOW CASINGS - Provide wood trim at doors - see Architectural drawings for more information. WOOD BASE AND SHOE MOLDINGS - Provide wood base throughout as shown in Architectural Drawings WOOD FASCIA AND SOFFITS - Provide painted wood faschias WOOD RAIL - Provide wood handrail above gypsum board wall at second floor hall - see Architectural Drawings

DIVISION 7 â&#x20AC;&#x201C; THERMAL AND MOISTURE PROTECTION 07 10 00 Dampproofing and Waterproofing PART 1 - GENERAL Install Waterproof building paper over framing, ASTM rated. Install self-adhering, self-healing waterproofing membrane at all door and window openings and other locations called for in the Drawings.

PART 2 - PRODUCTS BUILDING PAPER Manufacturer: Hal Industries Model/Product: Breathex WATERPROOFING MEMBRANE Manufacturer: Grace Construction Products Model/Product: Grace Vycor V40 Alternate: Equal product, approved by Architect or Owner. STEM WALL WATERPROOFING & PROTECTION BOARD Manufacturer: TBD Model/Product: TBD PART 3 - EXECUTION Install all waterproofing components in compliance with Manufacturer’s instructions for installation. 07 21 00 Thermal Insulation BUILDING INSULATION – Standard Batt Insulation Walls R-19 Roof R-38 07 26 00 Vapor Retarders SHEET WATERPROOFING/VAPOR RETARDERS Beneath foundation slab as called for in the Structural Drawings, use 15 mil PVC vapor barrier, or equal. See Structural Drawings and Geotechnical Report for recommendations.

07 31 13 Asphalt Shingles PART 1 - GENERAL The work includes, but is not necessarily limited to, furnishing and installation of all asphalt shingle roof, and all related accessories as indicated on the drawings and specified herein. PART 2 - PRODUCTS Manufacturer: CertainTeed or Equal approved by Architect Model/Product: Landmark Solaris Asphalt Shingles or approved alternate, Class A roof covering Color: Aged Cedar or similar approved Samples: 1. Submit (2) full size Shingle Samples showing shape and color for Architect/Owners acceptance. PART 3 - EXECUTION Install roofing and all necessary accessories per manufacturer’s installation recommendations 07 31 33 Alternate:

Composite Rubber Shingles Provide Ecostar Majestic Slate of similar approved in lieu of asphalt shingles

07 42 13 Metal Wall Panels Manufacturer: TBD Metal Type: Kynar Finish to match Aluminum Doors and Windows. Color/Finish: TBD by Designer/Architect or Owner Samples: Submit (2) 12”x12” Metal Samples with chosen finish for Designer/Owners acceptance. 07 52 72 Traffic-Bearing Roof Deck Surfacing Manufacturer: Dex-O-Tex Model/Product: Weatherwear Color: TBD Samples: Submit 2-1/2" x 4" samples of color chips from color chart selection designated by the Architect. 07 62 00 Sheet Metal Flashing and Trim SHEET METAL FLASHING AND TRIM - Install sheet metal flashing at typical intersection conditions. Including, but not limited to: door and window head and sill, wall to stem wall, wall and roof penetrations, roof edge, etc. 07 63 00 Sheet Metal Roofing Specialties MANUFACTURED ROOF SPECIALTIES - Install metal vents, stacks, etc. as called for in the drawings and/or as required for equipment. 07 71 23

Metal Gutters and Downspouts

PART 1 - GENERAL The work includes, but is not necessarily limited to, furnishing and installation of all preformed metal gutters and downspouts as indicated on the drawings and specified herein. Provide internal drainage for downspouts. PART 2 - PRODUCTS Base Bid: Custom gutter and internal - see Architectural Drawings Alternate 1: Provide exposed roof gutters and downspouts (as listed below) over the garage in lieu of concealed gutter. Alternate 2: Provide exposed roof gutter and downspouts (as listed below) over the garage and along grid line H in lieu of concealed gutter. Manufacturer: Custom-Bilt Metals, 13940 Magnolia Ave., Chino, CA 91710, 800-886-2458 www.custombiltmetals.com or similar approved Model/Product: CBM Continuous Gutter System with Dura Coat XT-10 Profile: TBD Diameter: As required for roof surface area Finish/Color: Dura Coat XT-10, Color TBD. Accessories: Gutter Straps, Fasteners, and Gutter Guard to prevent debris accumulation. Samples:

Submit profile samples with chosen finish for Designer/Owner’s approval.

Custom Sheet Metal Gutters at roof edge over office. See Architectural Drawings. Match finish of Custom-Bilt gutters. PART 3 - EXECUTION Install all components in compliance with Manufacturer’s instructions for assembly and installation 07 71 33

Manufactured Scuppers

Provide roof drains as shown in Architectural drawings and as required for additional deck drainage. Provide scuppers as required for area of deck.

DIVISION 8 – OPENINGS

See Drawings for Door and Window Schedule. If there are any discrepancies between the Drawings and these Specifications, please contact Architect for clarification.

08 14 00 Wood Doors FLUSH WOOD DOORS - For typical interior doors Manufacturer: TBD Material: Wood, Solid core, paint grade Frame/Jamb: Wood frames, paint grade Hardware: See Door Hardware Schedule Alternate 1: Wood Veneer Doors and Frames 08 31 00 Access Doors and Panels Provide flush access panel for furnace access in mud room. Provide flush access door to storage above master bedroom hall. 08 32 00 Sliding Glass Doors LIFT AND SLIDE DOORS Option 1 Manufacturer: Fleetwood Windows & Doors Model/Product: Series 3000 Traditional Sliding Glass Door Glazing: Double Glazed Low-e Finish: Dark Bronze (Alternate: Clear) Threshold: Stainless Track Head Filler Hardware: Adjustable stainless steel 08 51 13 Aluminum Windows ALUMINUM WINDOWS Manufacturer: Andersen Windows Model/Product: Double- Hung Window. 400 Series Glazing: Double-glazed low-e (tempered or laminated as required) see Window Schedule Color/Finish: To be selected by Architect from manufacturerâ&#x20AC;&#x2122;s standard range. 08 71 00 Door Hardware DOOR HARDWARE - Owner will supply handles locks/ latches, strike plates and mounting hardware for lever handles. The Contractor shall provide all other hardware. Include installation of all hardware, exterior aluminum thresholds, exterior weather-stripping, and exterior flashing as needed. HARDWARE SETS BY DOOR TYPE (See Door Schedule of Architectural Drawings ): A B C D E

Entrance Door- Exterior Grade Hinges, privacy lock with keyed entry, (2) pull handles, strike plates Sliding Glass Doors- Bearing Stainless Steel Tandem Rollers (1-7/8" Diameter), Stainless Steel Hardware, Stainless Steel Strike, Stainless Steel Dust Box and Stainless Ball-Bearing Rollers Exterior Doors - Tapered Door Plates, Hinges Closet Door â&#x20AC;&#x201C; same as B above Interior Door - Hinges, lever handles (2 no.), push handles.

Single Glass Door - Flush pulls, sliding door hardware

08 75 00 Window Hardware WINDOW HARDWARE – Included by Manufacturer of Windows. 08 80 00 Glazing WINDOW GLAZING – Included by Manufacturer of Windows. GLASS SHOWER ENCLOSURES – 3/8” thick tempered glazing, hardware to be chosen by the Architect. See Plans and Interior Elevations for layout. Verify final dimensions of shower in field. 08 83 00 Mirrors Provide and install all mirrors in the following locations: bedroom and bathroom.

DIVISION 9 – FINISHES 09 06 00

Schedules for Finishes

INTERIOR FINISH SCHEDULE ENTRY 202 & STAIR Floor: Steps: Walls: Ceiling: Exterior Door: Interior Door: Interior Door Casing and Jambs: Treads and Landing: Railing: Rail Cap:

Hardwood A Wood Paint 01 Paint 02 Manufacturer’s Finish Paint 01 Paint 01 Wood Metal Railing Steel

Country Grey Chateau Grey Metal Semi-Gloss Match wood floor

BATHROOM 202 Floor: Walls: Ceiling: Door: Door Casing and Jambs: Cabinets:

Tile A Paint 03 Paint 03 Paint 01 Paint 01 Wood, Stain

BEDROOM 202 Floor: Walls: Ceiling: Exterior Door: Built in Cabinets:

Hardwood A Paint 04 Paint 01 Manufacturer’s Finish Wood, Stain

With Sealer Old White Old White Semi-Gloss Semi-Gloss

Graphite Country Grey Aluminum

KITCHEN 202 Floor: Tile B With Sealer Walls: Paint 02 Chateau Grey Ceiling: Paint 03 Old White Door: Wood, Stain Door Casing and Jambs: Wood, Stain Cabinets: Wood, Stain Panels: Wood, Stain Custom Seating: Wood, Stain, with built in Leather cushions Countertop: Granite, alternate solid surface Backsplash: Granite, alternate solid surface All wood to match in stain, type, grade, grain, etc. EXTERIOR FINISH SCHEDULE Metal Panels: Aluminum Doors: Aluminum Windows: Exterior Rail at Deck: Wood Louvers and Trellis: Alternate 1:

Gordon finished Panels, color TBD, alternate Powder-coated finish Manufacturer’s Finish, color TBD Manufacturer’s Finish, color TBD Wood w/ Stain 01, Clear Seal Wood w/ Stain 01, Clear Seal

Polished concrete floors in garage in lieu of painted concrete.

09 20 00 Plaster and Gypsum Board INTERIOR GYPSUM BOARD - 5/8” typical.1/2” at ceilings At Bathroom walls and ceiling, use 5/8”Greenboard (where cementitious backer board is not used behind tiles). Install corner beads and other gypsum board accessories. For the interior finish, tape, mud, smooth sand, paint. FIREPROOF GYPSUM PLASTERING - Two layers of Type X for one hour rating at Garage. 09 30 00 Tiling CERAMIC TILE– Provide the following tile as specified below, and where indicated on Drawings: A. Tile A (Bath) B. Tile B (Kitchen)

Tile Selected by Owner Tile Selected by Owner

GROUT Hydroment Ceramic Tile Grout (Sanded); Colors and Thickness TBD 09 64 00 Wood Flooring WOOD FLOORING - 3/4” thick x 4” wide (various lengths); Type TBD, tongue and groove plank flooring. Provide Vapor barrier beneath floor. Nail down installation. Sample to be reviewed and approved by Architect/Owner. 09 68 00 Carpeting CARPET – Provide the following carpeting as specified below, and where indicated on Drawings: A. Carpet A (Bedroom) 09 91 00 Painting SAMPLES - Provide 24” x 24” samples of each color, gloss, texture and material of paint and/or stain as specified herein. See Section 09 06 00 - Interior Finish Schedule and Drawings for location(s) of each paint color and/or stain, and for paint textures, finishes and gloss. INTERIOR PAINT SCHEDULE – Provide the following paint colors as specified below, and where indicated on Drawings: A. B. C. D.

Paint 01: Annie Slan- Non VOC- Country Grey Paint 02: Annie Sloan- Non-VOC – Chateau Grey Paint 03: Annie Sloan- Non VOC- Old White Paint 04: Annie Sloan- Non VOC- Graphite

09 93 00

Staining and Transparent Finishing

SAMPLES - For natural and stained finishes, provide sample on each type and quality of wood or substrate used on the project, and/or as specified herein. See Section 09 06 00 - Interior Finish Schedule and Drawings for location(s) of each paint color and/or stain, and for paint textures, finishes and gloss. INTERIOR STAIN SCHEDULE– Provide the following stains as specified below, and where indicated on Drawings, apply as recommended by manufacturer. A. Stain 01: Minwax, Red Mahogany

DIVISION 10 – SPECIALTIES 10 28 00 Toilet, Bath, and Laundry Accessories Accessories to be provided by Owner and installed by the Contractor in the following locations: 202 - Bathroom 202 - Bathroom

Hand towel holder, Toilet Paper Roll Hanger Towel Rod (3 no.), Medicine Cabinet

10 30 00 Fireplaces and Stoves FIREPLACE - Spark Fire Ribbon Direct Vent 6ft, or approved alternate www.sparkfires.com 10 55 23 Mail Boxes Install Owner-provided mailbox. Manufacturer: Neutra Box http://www.neutrabox.com/mailbox Type: NB-1 10 57 00 Wardrobe and Closet Specialties CLOSET CASEWORK - 3/4 inch finish birch wood shelving and solid wood rods. MANUFACTURED CLOSETS - California Closets or Similar 10 71 13 Alternate:

Exterior Sun Control Devices Provide and Install exterior sun shades for the lift/slide doors and adjacent fixed window

DIVISION 11 – EQUIPMENT

All equipment provided by Owner shall be installed and tested by Contractor. Equipment to be installed per manufacturers requirements 11 31 13 Residential Kitchen Appliances Kitchen Refrigerator Provided by Owner Electric Oven Provided by Owner

Microwave Electric Cooktop Range Downdraft Dishwasher Garbage Disposal

Provided by Owner Provided by Owner Provided by Owner Provided by Owner Provided by Contractor

11 31 23 LAUNDRY Washer Gas Dryer

Provided by Owner Provided by Owner

Residential Laundry Appliances

11 34 00 Residential Ceiling Fans Provide Wiring for the ceiling fans, to be installed in the future. 11 52 00 Audio-Visual Equipment Provide A/V Wiring for the following areas. See Diagram in Appendix for more information . BEDROOM - Pre-wire with cables and speaker wires for Owner supplied Television and A/V Equipment.

DIVISION 12 – FURNISHINGS 12 36 00 Countertops SAMPLES - For natural and manufactured countertops, provide sample of each type of granite or solid surface used on the project, and/or as specified herein. GRANITE Type: Thickness: Finish:

TBD

SOLID SURFACE (ALTERNATE) Manufacturer: Corian or Formica Product: TBD Color: TBD

12 24 13

Roller Window Shades

ALTERNATE - Provide roller shades for all south/east and north-facing windows SAMPLES - For custom roller shades, provide 12”x12” sample of each type of solar fabric used in the project, and/or as specified herein. Manufacturer:

TBD Product: Color: Transparency:

DIVISION 14 – CONVEYING SYSTEMS DIVISION 21 - FIRE SUPPRESSION 21 13 00 Fire-Suppression Sprinkler Systems Install sprinkler system throughout house. See Architectural and Fire Sprinkler Drawings for more information. Installer:

Innovative Fire Protection (619-593-8200) or approved alternate.

DIVISION 22 – PLUMBING 22 33 30 Alternate:

Residential Solar-Thermal Domestic Water Heaters Install Solar-Thermal Domestic Water Heater. See proposed Solar Thermal Package Proposal prepared by California Solar Thermal, Inc

22 34 13 Instantaneous, Tankless, Gas Domestic Water Heaters See proposed Solar Thermal Package Proposal prepared by California Solar Thermal, Inc. Manufacturer: Model #:

Navien CR240A, , or approved alternate

22 41 00 Residential Plumbing Fixtures MECH ROOM FLOOR DRAIN KITCHEN 202 FAUCET SINK 1 SINK 2 DISPOSAL BATH 202 SHOWER FIXTURE SINK FAUCET TOILET 22 52 00

Supplied by Owner, with RO water filtration system Supplied by Owner Supplied by Owner Supplied by Owner Supplied by Owner Supplied by Owner Supplied by Owner

Fountain Plumbing Systems

For 13 12 13 Exterior Fountains - Alternate:

WATER FEATURES – Provide plumbing, piping, valves, recirculating pump and connections as needed for outdoor water feature. Consult Architect and Owner for water flow preference.

DIVISION 23 – HEATING, VENTILATING, & AIR CONDITIONING See information in Architectural Drawings and Title 24 Report. FURNACE Manufacturer: Model #:

Goodman GMVC95 Gas Furnace, or approved alternate

AIR CONDITIONER Manufacturer: Model #:

Rheem R14 Series Central Air Conditioner, or approved alternate

KITCHEN DOWNDRAFT FAN Manufacturer: Dacor Model #: RV36 or similar, provided by Owner EXHAUST FANS – Energy Star, humidity controlled Manufacturer: Broan Model #: 744SFL Recessed Fan/Light with Humidity Sensing WHOLE HOUSE VENTILATION – Verify Requirement for whole house venting on Architectural Drawings and Title 24 Report. Manufacturer: Carrier Model #: Infinity Series

DIVISION 26 – ELECTRICAL 26 31 00 Alternate:

Photovoltaic Collectors – SEE SOLAR PACKAGE Install Photovoltaic system. See proposed Solar Electric Package Proposal prepared by California Solar Thermal, Inc

26 33 00

Battery Equipment – SEE SOLAR PACKAGE

26 50 00 Lighting See Electrical Diagrams E0.1 and E0.2 for lighting/power layout and circuiting and notes. All lights to be picked out by Architect. LIGHTING SHEDULE: Type A Recessed downlight (dimmable) Type B Recessed Ceiling Spot Fixture Type C Downlight Type D Shower light (waterproof) Type E Exterior lights Type F Exterior Recessed downlight (dimmable) Type G Recessed downlight (dimmable) Type H Pull-chain light Type J Fluorescent Strip Fixture Type K Recessed downlight (non dimmable) Type M Recessed Ceiling Spot Fixture for Recessed Niches Type N Recessed wall lights Type P Pendant light Type Q Over mirror lights Type R Fluorescent Strip Fixture for Recessed Niche Type S Broan 744SFL Recessed Fan/Light with Humidity Sensing Should only be in Bathroom 208 and Powder Room. Master Bath and Bathroom 204 have continous ventilation. Type T Type U Under cabinet LED lighting SWITCHES AND DIMMERS – Lutron Toggle Switches and Dimmers RECEPTACLES - TBD WALLPLATES – TBD Alternate 1: Replace all incandescent lights with LED bulbs 28 00 00 Electronic Safety and Security SECURITY SYSTEM - Provide and install security system. SMOKE DETECTORS – All smoke detectors should be hardwired with battery backup. See plans and RCP for locations.

VEHICLE GATE ACCESS PANEL – Provide keypad entry and intercom linked to motorized vehicle entry gate. Provide knox opticon and switch for fire department. Provide three remote controls to Owner.

DIVISION 31 – EARTHWORK 31 22 00 31 23 00

Grading - SEE SITE PLAN Excavation and Fill - SEE SITE PLAN

EARTHWORK - Remove and re-compact soil as noted in Architectural Drawings, Structural Drawings and Soil Engineering Report.

DIVISION 32 – EXTERIOR IMPROVEMENTS 32 16 00 Curbs, Gutters, Sidewalks, and Driveways – SEE SITE PLAN Alternate 1: Provide poured-in-place concrete driveway in lieu of asphalt driveway. Alternate 2: Provide turf block driveway in lieu of asphalt driveway. 32 31 00 32 32 00

Fences and Gates – SEE SITE PLAN Retaining Walls - SEE ARCHITECTURAL and STRUCTURAL DRAWINGS

DIVISION 33 – UTILITIES

See Plot Plan and Site Plan for location of all utilities including but not limited to: Water, Sewer, Storm Drainage, Gas, Electric, Solar Electric, Solar Thermal. All locations and connection points to be verified by the Contractor in the field. 33 10 00 33 30 00 33 40 00 33 50 00 33 70 00

Water Utilities – SEE SITE PLAN Sanitary Sewerage Utilities – SEE SITE PLAN Storm Drainage Utilities – SEE SITE PLAN Fuel Distribution Utilities – SEE SITE PLAN Electrical Utilities– SEE SITE PLAN