WEST HOLLYWOOD MULTI-FAMILY HOUSING CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
Description
001 5/17/2017 JAVIER RAMOS CHECKER
Project number Date Drawn by Checked by
Scale
Date
5/30/2017 5:37:47 PM
No.
VICINITY MAP
SYMBOLS LEGEND SHEET LIST Sheet Number
Santa Monica Blvd
CC1 Zone
CC1 Zone
DRAWING NUMBER (TYP.) A A3.01
A A3.01
1 A5.01
B-B A4.03
SHEET NUMBER (TYP.)
BUILDING SECTION
WALL SECTION
DETAIL REFERENCE
A INTERIOR ELEVATION DESIGNATION
PROJECT INFORMATION APN NO. 552-700-5027 OCCUPANCY GROUP R-2
C
B
INTERIOR ELEVATIONS
1
COLUMN GRIDS
NORTH ARROW CORRESPONDING REVISION NUMBER ON SHEET TITLEBLOCK 1
PLAN DETAIL CALLOUT
Romaine St.
A
R3 B Zone
R3 B Zone
Spaulding Av
D
SECTION DETAIL CALLOUT SETBACKS PROPERTY LINE BREAK LINE DIMENSION LINE
EXTERIOR MATERIAL REFERENCES
REVISION CLOUD
A 0.1 A 0.2 A 0.3 A 0.4 A 0.6 A 0.7 A 0.8 A 0.9 A 0.10 A 1.1 A 1.2 A 1.3 A 1.4 A 1.5 A 1.6 A 2.1 A 2.2 A 3.1 A 4.1 A 5.1 A 5.2 A 5.3 A 5.4 A 5.5 A 5.6 A 5.7 A 6.1 A 7.1 A 8.1 A 8.2 A 8.3 A 9.1 S 1.1 S 1.2 S 1.3 S 1.4 E 1.1 E 1.2 E 1.3 M 1.1 A-S1 A-E1
Sheet Name
GENERAL NOTES GENERAL NOTES GENERAL NOTES CODE ANALYSIS CODE ANALYSIS CODE ANALYSIS CODE ANALYSIS CODE ANALYSIS CODE ANALYSIS SITE PLAN PARKING PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS ENLARGED WALL SECTIONS ENLARGED FLOOR PLANS ENLARGED FLOOR PLANS ENLARGED FLOOR PLANS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS SCHEDULES REFLECTED CEILING PLANS VERTICAL CIRCULATION VERTICAL CIRCULATION VERTICAL CIRCULATION DETAILS FOUNDATION PLAN FRAMING PLANS FRAMING PLANS FRAMING PLANS ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS MECHANICAL DRAWINGS STRUCTURAL SPECS MECHANICAL SPECS
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
TYPE OF CONSTRUCTION I-A & V-B 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
No.
Date
Description
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 1- 10% FRONT SETBACK REDUCTION 2- 1 STORY INCREASE SETBACKS: FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 30 FEET REQUIRED 15 FEET PROVIDED (30FT-50% = 15FT) SIDE: 5 FEET 2 STORIES + 1 FOOT FOR THIRD STORY + 1 FOOT FOR FOURTH STORY = 7 FEET ALLOWED 7 FEET PROVIDED STREET SIDE, CORNER LOT (ALLEY): 5 FEET ALLOWED 5 FEET PROVIDED REAR:15 FEET ALLOWED/15 FEET PROVIDED HEIGHT: 35 FEET, 3 STORIES ALLOWED (WEHO SEC 19.06.040 TABLE 2-3) 36 FEET, 3 STORIES PROVIDED (AFFORDABLE HOUSING INCENTIVE) COMMON OPEN SPACE: 1,000 SF REQUIRED 1,200 SF PROVIDED
01
12 MAY, 2017 24 X 36 JAVIER RAMOS 00
A 0.1
PRIVATE OPEN SPACE: MINIMUM 120 SF PER UNIT, 7 FOOT MIN DIM. 2 BED UNITS: 1200 SF 1 BED UNITS: 800 SF STUDIO UNITS: 400 SF PERMEABLE SURFACE AREA: SEE SITE PLAN A 1.1
TITLE SHEET
Scale
+852.50'
MISCELLANEOUS SYMBOLS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS 503.1 GENERAL. UNLESS OTHERWISE SPECIFICALLY MODIFIED IN CHAPTER 4 AND THIS CHAPTER, BUILDING HEIGHT, NUMBER OF STORIES AND BUILDING AREA SHALL NOT EXCEED THE LIMITS SPECIFIED IN SECTIONS 504 AND 506 BASED ON THE TYPE OF CONSTRUCTION AS DETERMINED BY SECTION 602 AND THE OCCUPANCIES AS DETERMINED BY SECTION 302 EXCEPT AS MODIFIED HEREAFTER. BUILDING HEIGHT, NUMBER OF STORIES AND BUILDING AREA PROVISIONS SHALL BE APPLIED INDEPENDENTLY. EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE FIRE WALLS COMPLYING WITH SECTION 706 SHALL BE CONSIDERED TO BE A SEPARATE BUILDING. EXCEPTIONS: 1. [HCD 1] LIMITED-DENSITY OWNER-BUILT RURAL DWELLINGS MAY BE OF ANY TYPE OF CONSTRUCTION WHICH WILL PROVIDE FOR A SOUND STRUCTURAL CONDITION. STRUCTURAL HAZARDS WHICH RESULT IN AN UNSOUND CONDITION AND WHICH MAY CONSTITUTE A SUBSTANDARD BUILDING ARE DELINEATED BY SECTION 17920.3 OF THE HEALTH AND SAFETY CODE. 2. OTHER THAN STRUCTURAL REQUIREMENTS, SOLAR PHOTOVOLTAIC PANELS SUPPORTED BY A STRUCTURE WITH NO USE UNDERNEATH SHALL NOT CONSTITUTE ADDITIONAL STORY OR ADDITIONAL FLOOR AREA AND MAY EXCEED THE HEIGHT LIMIT WHEN CONSTRUCTED ON A ROOF TOP OF A BUILDING PROVIDED THE FOLLOWING CONDITIONS ARE MET: 1.1. FOR ALL OCCUPANCIES, THE HIGHEST POINT OF THE STRUCTURE/PANEL SHALL MEET THE LOWER OF THE TWO VALUES BELOW: 1. 3′ ABOVE THE ALLOWABLE BUILDING HEIGHT PER THIS CODE. 2. 3′ ABOVE THE ROOF OF THE BUILDING IMMEDIATELY BELOW. [F] 501.2 ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND.ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR A LPHABETICALLETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTERSHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH (12.7 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. 507.5 TWO-STORY BUILDINGS. THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN TWO STORIES ABOVE GRADE PLANE SHALL NOT BE LIMITED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH. 507.6 GROUP A-3 BUILDINGS OF TYPE II CONSTRUCTION. THE AREA OF A GROUP A-3 BUILDING NO MORE THAN ONE STORY ABOVE GRADE PLANE, USED AS A PLACE OF RELIGIOUS WORSHIP, COMMUNITY HALL, DANCE HALL, EXHIBITION HALL, GYMNASIUM, LECTURE HALL, INDOOR SWIMMING POOL OR TENNIS COURT OF TYPE II CONSTRUCTION, SHALL NOT BE LIMITED PROVIDED ALL OF THE FOLLOWING CRITERIA ARE MET: 1. THE BUILDING SHALL NOT HAVE A STAGE OTHER THAN A PLATFORM. 2. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 3. THE BUILDING SHALL BE SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH.
SECTION 507 UNLIMITED AREA BUILDINGS 507.1 GENERAL. THE AREA OF BUILDINGS OF THE OCCUPANCIES AND CONFIGURATIONS SPECIFIED IN SECTIONS 507.1 THROUGH 507.12 SHALL NOT BE LIMITED. BASEMENTS NOT MORE THAN ONE STORY BELOW GRADE PLANE SHALL BE PERMITTED. 507.1.1 ACCESSORY OCCUPANCIES. ACCESSORY OCCUPANCIES SHALL BE PERMITTED IN UNLIMITED AREA BUILDINGS IN ACCORDANCE WITH THE PROVISIONS OF SECTION 508.2, OTHERWISE THE REQUIREMENTS OF SECTIONS 507.2 THROUGH 507.12 SHALL BE APPLIED, WHERE APPLICABLE. 507.2 MEASUREMENT OF OPEN SPACES. WHERE SECTIONS 507.3 THROUGH 507.13 REQUIRE BUILDINGS TO BE SURROUNDED AND ADJOINED BY PUBLIC WAYS AND YARDS, THOSE OPEN SPACES SHALL BE DETERMINED AS FOLLOWS: 1. YARDS SHALL BE MEASURED FROM THE BUILDING PERIMETER IN ALL DIRECTIONS TO THE CLOSEST INTERIOR LOT LINES OR TO THE EXTERIOR FACE OF AN OPPOSING BUILDING LOCATED ON THE SAME LOT, AS APPLICABLE. 2 WHERE THE BUILDING FRONTS ON A PUBLIC WAY, THE ENTIRE WIDTH OF THE PUBLIC WAY SHALL BE USED. 507.2.1 REDUCED OPEN SPACE. THE PUBLIC WAYS OR YARDS OF 60 FEET (18 288 MM) IN WIDTH REQUIRED IN SECTIONS 507.3, 507.4, 507.5, 507.6 AND 507.12 SHALL BE PERMITTED TO BE REDUCED TO NOT LESS THAN 40 FEET (12 192 MM) IN WIDTH PROVIDED ALL OF THE FOLLOWING REQUIREMENTS ARE MET: 1. THE REDUCED WIDTH SHALL NOT BE ALLOWED FOR MORE THAN 75 PERCENT OF THE PERIMETER OF THE BUILDING. 2. THE EXTERIOR WALLS FACING THE REDUCED WIDTH SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. 3. OPENINGS IN THE EXTERIOR WALLS FACING THE REDUCED WIDTH SHALL HAVE OPENING PROTECTIVES WITH A FIRE PROTECTION RATING OF NOT LESS THAN 3 HOURS. 507.3 NONSPRINKLERED, ONE-STORY BUILDINGS. THE AREA OF A GROUP F-2 OR S-2 BUILDING NO MORE THAN ONE STORY IN HEIGHT SHALL NOT BE LIMITED WHERE THE BUILDING IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH. 507.4 SPRINKLERED, ONE-STORY BUILDINGS. THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN ONE STORY ABOVE GRADE PLANE OF ANY CONSTRUCTION TYPE, SHALL NOT BE LIMITED WHERE THE BUILDING IS PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1 AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH. EXCEPTION: BUILDINGS AND STRUCTURES OF TYPE I OR II CONSTRUCTION FOR RACK STORAGE FACILITIES THAT DO NOT HAVE ACCESS BY THE PUBLIC SHALL NOT BE LIMITED IN HEIGHT, PROVIDED THAT SUCH BUILDINGS CONFORM TO THE REQUIREMENTS OF SECTIONS 507.3 AND 903.3.1.1 AND CHAPTER 32 OF THE CALIFORNIA FIRE CODE. 507.4.1 MIXED OCCUPANCY BUILDINGS WITH GROUPS A-1 AND A-2. GROUP A-1 AND A-2 OCCUPANCIES OF OTHER THAN TYPE V CONSTRUCTION SHALL BE PERMITTED WITHIN MIXED OCCUPANCY BUILDINGS OF UNLIMITED AREA COMPLYING WITH SECTION 507.3, PROVIDED ALL OF THE FOLLOWING CRITERIA ARE MET: 1. GROUP A-1 AND A-2 OCCUPANCIES ARE SEPARATED FROM OTHER OCCUPANCIES AS REQUIRED FOR SEPARATED OCCUPANCIES IN SECTION 508.4.4 WITH NO REDUCTION ALLOWED IN THE FIRE-RESISTANCE RATING OF THE SEPARATION BASED UPON THE INSTALLATION OF AN AUTOMATIC SPRINKLER SYSTEM. 2. EACH AREA OF THE PORTIONS OF THE BUILDING USED FOR GROUP A-1 OR A-2 OCCUPANCIES SHALL NOT EXCEED THE MAXIMUM ALLOWABLE AREA PERMITTED FOR SUCH OCCUPANCIES IN SECTION 503.1. 3. EXIT DOORS FROM GROUP A-1 AND A-2 OCCUPANCIES SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. 507.5 TWO-STORY BUILDINGS. THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN TWO STORIES ABOVE GRADE PLANE SHALL NOT BE LIMITED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH. 507.6 GROUP A-3 BUILDINGS OF TYPE II CONSTRUCTION. THE AREA OF A GROUP A-3 BUILDING NO MORE THAN ONE STORY ABOVE GRADE PLANE, USED AS A PLACE OF RELIGIOUS WORSHIP, COMMUNITY HALL, DANCE HALL, EXHIBITION HALL, GYMNASIUM, LECTURE HALL, INDOOR SWIMMING POOL OR TENNIS COURT OF TYPE II CONSTRUCTION, SHALL NOT BE LIMITED PROVIDED ALL OF THE FOLLOWING CRITERIA ARE MET: 1. THE BUILDING SHALL NOT HAVE A STAGE OTHER THAN A PLATFORM. 2. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 3. THE BUILDING SHALL BE SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH.
510.4 PARKING BENEATH GROUP R. WHERE A MAXIMUM ONE STORY ABOVE GRADE PLANE GROUP S-2 PARKING GARAGE, ENCLOSED OR OPEN, OR COMBINATION THEREOF, OF TYPE I CONSTRUCTION OR OPEN OF TYPE IV CONSTRUCTION, WITH GRADE ENTRANCE, IS PROVIDED UNDER A BUILDING OF GROUP R, THE NUMBER OF STORIES TO BE USED IN DETERMINING THE MINIMUM TYPE OF CONSTRUCTION SHALL BE MEASURED FROM THE FLOOR ABOVE SUCH A PARKING AREA. THE FLOOR ASSEMBLY BETWEEN THE PARKING GARAGE AND THE GROUP R ABOVE SHALL COMPLY WITH THE TYPE OF CONSTRUCTION REQUIRED FOR THE PARKING GARAGE AND SHALL ALSO PROVIDE A FIRERESISTANCERATING NOT LESS THAN THE MIXED OCCUPANCY SEPARATION. REQUIRED IN SECTION 508.4. 510.5 GROUP R-1 AND R-2 BUILDINGS OF TYPE IIIA CONSTRUCTION. THE HEIGHT LIMITATION FOR BUILDINGS OF TYPE IIIA CONSTRUCTION IN GROUPS R-1 AND R-2 SHALL BE INCREASED TO SIX STORIES AND 75 FEET (22 860 MM) WHERE THE FIRST FLOOR ASSEMBLY ABOVE THE BASEMENT HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED BY 2-HOUR FIRERESISTANCE-RATED FIRE WALLS INTO AREAS OF NOT MORE THAN 3,000 SQUARE FEET (279 M2). 510.6 GROUP R-1 AND R-2 BUILDINGS OF TYPE IIA CONSTRUCTION. THE HEIGHT LIMITATION FOR BUILDINGS OF TYPE IIA CONSTRUCTION IN GROUPS R-1 AND R-2 SHALL BE INCREASED TO NINE STORIES AND 100 FEET (30 480 MM) WHERE THE BUILDING IS SEPARATED BY NOT LESS THAN 50 FEET (15 240 MM) FROM ANY OTHER BUILDING ON THE LOT AND FROM LOT LINES, THE EXITS ARE SEGREGATED IN AN AREA ENCLOSED BY A 2-HOUR FIRE-RESISTANCE-RATED FIRE WALLAND THE FIRST FLOOR ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOTLESS THAN 11/2 HOURS. 510.7 OPEN PARKING GARAGE BENEATH GROUPS A, I, B, M AND R. OPEN PARKING GARAGES CONSTRUCTED UNDER GROUPS A, I, B, M AND R SHALL NOT EXCEED THE HEIGHT AND AREA LIMITATIONS PERMITTED UNDER SECTION 406.5. THE HEIGHT AND AREA OF THE PORTION OF THE BUILDING ABOVE THE OPEN PARKING GARAGE SHALL NOT EXCEED THE LIMITATIONS IN SECTION 503 FOR THE UPPER OCCU703.2 FIRE-RESISTANCE RATINGS. THE FIRE-RESISTANCE RATING OF BUILDING ELEMENTS, COMPONENTS OR ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E119 OR UL 263 OR IN ACCORDANCE WITH SECTION 703.3. THE FIRE-RESISTANCE RATING OF PENETRATIONS AND FIRE-RESISTANT JOINT SYSTEMS SHALL BE DETERMINED IN ACCORDANCE SECTIONS 714 AND 715, RESPECTIVELY. 703.2.1 NONSYMMETRICAL WALL CONSTRUCTION. INTERIOR WALLS AND PARTITIONS OF NONSYMMETRICAL CONSTRUCTION SHALL BE TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST DURATION OBTAINED FROM THE TWO TESTS CONDUCTED IN COMPLIANCE WITH ASTM E119 OR UL 263. WHERE EVIDENCE IS FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE SIDE (SEE SECTION 705.5 FOR EXTERIOR WALLS). 703.2.2 COMBUSTIBLE COMPONENTS. COMBUSTIBLE AGGREGATES ARE PERMITTED IN GYPSUM AND PORTLAND CEMENT CONCRETE MIXTURES FOR FIRE-RESISTANCE-RATED CONSTRUCTION. ANY COMPONENT MATERIAL OR ADMIXTURE IS PERMITTED IN ASSEMBLIES IF THE RESULTING TESTED ASSEMBLY MEETS THE FIRE-RESISTANCE TEST REQUIREMENTS OF THIS CODE. 703.2.3 RESTRAINED CLASSIFICATION. FIRE-RESISTANCE-RATED ASSEMBLIES TESTED UNDER ASTM E119 OR UL 263 SHALL NOT BE CONSIDERED TO BE RESTRAINED UNLESS EVIDENCE SATISFACTORY TO THE BUILDING OFFICIAL IS FURNISHED BY THE REGISTERED DESIGN PROFESSIONAL SHOWING THAT THE CONSTRUCTION QUALIFIES FOR A RESTRAINED CLASSIFICATION IN ACCORDANCE WITH ASTM E119 OR UL 263. RESTRAINED CONSTRUCTION SHALL BE IDENTIFIED ON THE CONSTRUCTION DOCUMENTS. 703.2.4 SUPPLEMENTAL FEATURES. WHERE MATERIALS, SYSTEMS OR DEVICES THAT HAVE NOT BEEN TESTED AS PART OF A FIRERESISTANCERATED ASSEMBLY ARE INCORPORATED INTO THE BUILDING ELEMENT, COMPONENT OR ASSEMBLY, SUFFICIENT DATA SHALL BE MADE AVAILABLE TO THE BUILDING OFFICIAL TO SHOW THAT THE REQUIRED FIRE-RESISTANCE RATING IS NOT REDUCED. 703.2.5 EXTERIOR BEARING WALLS. IN DETERMINING THE FIRERESISTANCE RATING OF EXTERIOR BEARING WALLS, COMPLIANCE WITH THE ASTM E119 OR UL 263 CRITERIA FOR UNEXPOSED SURFACE TEMPERATURE RISE AND IGNITION OF COTTON WASTE DUE TO PASSAGE OF FLAME OR GASES IS REQUIRED ONLY FOR A PERIOD OF TIME CORRESPONDING TO THE REQUIRED FIRE-RESISTANCE RATING OF AN EXTERIOR NONBEARING WALL WITH THE SAME FIRE SEPARATION DISTANCE, AND IN A BUILDING OF THE SAME GROUP. WHERE THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH THIS EXCEPTION EXCEEDS THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH ASTM E119 OR UL 263, THE FIRE EXPOSURE TIME PERIOD, WATER PRESSURE AND APPLICATION DURATIONCRITERIA FOR THE HOSE STREAM TEST OF ASTM E119 OR UL 263 SHALL BE BASED ON THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH THIS SECTION.
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
GENERAL NOTES 01
12 MAY, 2017 24 X 36 JAVIER RAMOS 00
A 0.2 Scale
GENERAL NOTES: 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 OR NOT 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 BY REASON 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 AN OTHER 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 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 TRADES. 20. REMOVALS: CAREFULLY REMOVE WORK TO BE SALVAGED OR REINSTALLED AND STORE UNDER COVER. AL EQUIPMENT TO BE REMOVED WILL BE SAVED FOR OWNER'S INSPECTION. 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. 25. 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: 26. GENERAL CONTRACTOR SHALL INSTALL ALL ITEMS PROVIDED BY OWNER, INCLUDING BUT NOT BEING LIMITED TO THE A. SURFACE MOUNTED LIGHT FIXTURES. 27. 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. 28. 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. 29. 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. 30. 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. 31. 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. 32. 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. 33. 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. 34. 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. 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 35. 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. 36. CONTRACT CLOSE OUT: OWNERS SHALL RECEIVE PROJECT INFORMATION IN AN 8 - 1/2" X 11" BINDER FORMAT CONSISTING OF THE FOLLOWING:36. 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. 37. CONTRACTOR SHALL SUPPLY AND INSTALL BLOCKING AND SUPPORTS IN PARTITIONS AND CEILINGS AS REQUIRED FOR INSTALLATION OF ALL SPECIFIED EQUIPMENT, ACCESSORIES AND MILLWORK. 38. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS. 39. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 40. CONTRACTOR TO VERIFY WITH OWNER ALL MATERIALS AND FINISHES NOTED ON THESE PLANS PRIOR TO ORDERING, INCLUDING, BUT NOT LIMITED TO, WINDOWS AND DOORS. 41. ROOFING MATERIALS SHALL HAVE A MINIMUM 3-YEAR AGED SOLAR REFLECTANCE AND THERMAL EMITTANCE OR A MINIMUM
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: 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. 3. GLU-LM BEAMS MUST BE CERTIFIED BY A.I.T.C. 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). 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. 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 SUPERVISION 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 INCH 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. 11. NEW PLUMBING FIXTURES SHALL BE OF WATER CONSERVATION TYPE. ALL WATER CLOSETS SHALL BE LOW FLUSH AND SHOWER HEADS LOW FLOW TYPE. 12. BUILDING INSPECTION SHALL NOT BE DONE UNLESS ELECTRICAL, PLUMBING, AND MECHANICAL WORK HAS BEEN COMPLETED AND SIGNED OFF BY THE DEPARTMENT. 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. 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. 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. 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 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. 18. PROVIDE A 12"X12" TUB ACCESS, OR USE FIXED JOINT. 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" OF 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 THE 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. 37. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33" AND 44" ABOVE THE FLOOR.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. 37. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33" AND 44" ABOVE THE FLOOR. 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. 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 DOORS.
40. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BEVELED WITH A SLOPE NO GREATER THAN 1:2. 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. 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.. 42. 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. 43. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HEIGHT BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN. 44. EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. 45. 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. 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. A. EXTEND VERTICALLY FROM THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4) 47. 2-HR AREA SEPARATION WALL WILL 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. 41. 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 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE LOS ANGELES BUILDING AND SAFETY CODE, 2014 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. BUILDING DEPARTMENT NOTES: 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
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
EGRESS
WEST HOLLYWOOD MULTI FAMILY HOUSING
1. EGRESS SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES (54IUX)
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERES INSTRUCTIONS AND SECTION 2702. 4. EXIST SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 5. EXIT SIGNS SHALL BE CONNECTED TI AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POSER LOSS (1011.2-1011.5.3) 6. EGRESS DOORS SHALL BE REDILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE SECTION 1008.1.8.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCKS AND OTHER OPERATIONG DEVICES SHALL BE INSTALLED AT A MIN 34N AND A MAX 48N ABOVE THE FINISH FLOOR.
No.
Date
Description
8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. ALL EGRESS DOOR OPERATION SHALLALSO COMPLY WITH SECTION 1008.1.9 1008.1.9.7. 10 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11, THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE ATT HE WALKING SURFACE. 12. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE 2 OR MORE MEANS OF EGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN LEVEL OF EXIT DISCHARGE UNTIL EXIT EXIT DISCHARTGE IS ACCOMPLISHED FOR THE BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, ASPERMITTED IN SECTION 1027.1 IN BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. E. EXTERIOR LANDINGS AS REQUIRED BY SECTION 100B.1.5 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REEQUIRED TO HAVE 2 OR MORE EXITS. 13. THE EMERGENCY POWER SYUSTEM SHALL PROVIDE POWER FOR THE DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE POTTERIES, UNIT EQUIPMENT OR ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING SYSTEMS SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND O MINIMUM AT ANY POINT OF 0,06 FOOT-CANDLE (0.6IUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
GENERAL NOTES 01
12 MAY, 2017 24 X 36 JAVIER RAMOS 00
A 0.3 Scale
FIRE NOTES 1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE 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. 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 LOS ANGELES 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 ACTIVATION 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. 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. 12.DOORS/GATES SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES IN ACCORDANCE 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 GLENDALE PUBLIC SAFETY COMMUNICATIONS SYSTEMS (CFC 510). PROVIDING SUCH COVERAGE SHALL NOT REQUIRE IMPROVEMENT 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 TECHNICAL 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 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): 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.WESTHOLLYWOOD.CA.US/PDF/FIREPERMITAPPLICATION.PDF
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 5 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. 10. 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 AT 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. CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701GENERAL 701.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL GOVERN THE MATERIALS, SYSTEMS AND ASSEMBLIES USED FOR STRUCTURAL FIRE RESISTANCE AND FIRE-RESISTANCE-RATED CONSTRUCTION SEPARATION OF ADJACENT SPACES TO SAFEGUARD AGAINST THE SPREAD OF FIRE AND SMOKE WITHIN A BUILDING AND THE SPREAD OF FIRE TO OR FROM BUILDINGS. 701.2 MULTIPLE USE FIRE ASSEMBLIES. FIRE ASSEMBLIES THAT SERVE MULTIPLE PURPOSES IN A BUILDING SHALL COMPLY WITH ALL OF THE REQUIREMENTS THAT ARE APPLICABLE FOR EACH OF THE INDIVIDUAL FIRE ASSEMBLIES 703.2 FIRE-RESISTANCE RATINGS. THE FIRE-RESISTANCE RATING OF BUILDING ELEMENTS, COMPONENTS OR ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN ASTM E119 OR UL 263 OR IN ACCORDANCE WITH SECTION 703.3.THE FIRE-RESISTANCE RATING OF PENETRATIONS AND FIRE-RESISTANT JOINT SYSTEMS SHALL BE DETERMINED IN ACCORDANCE SECTIONS 714AND 715, RESPECTIVELY 3.2.1 NONSYMMETRICAL WALL CONSTRUCTION. INTERIOR WALLS AND PARTITIONS OF NONSYMMETRICAL CONSTRUCTION SHALL BE TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST DURATION OBTAINED FROM THE TWO TESTS CONDUCTED IN COMPLIANCE WITH ASTM E119 OR UL 263. WHERE EVIDENCE IS FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE SIDE (SEE SECTION 705.5 FOR EXTERIOR WALLS). 703.2.2 COMBUSTIBLE COMPONENTS. COMBUSTIBLE AGGREGATES ARE PERMITTED IN GYPSUM AND PORTLAND CEMENT CONCRETE MIXTURES FOR FIRE-RESISTANCE-RATED CONSTRUCTION. ANY COMPONENT MATERIAL OR ADMIXTURE IS PERMITTED IN ASSEMBLIES IF THE RESULTING TESTED ASSEMBLY MEETS THE FIRE-RESISTANCE TEST REQUIREMENTS OF THIS CODE. 703.2.5 EXTERIOR BEARING WALLS. IN DETERMINING THE FIRE-RESISTANCE RATING OF EXTERIOR BEARING WALLS, COMPLIANCE WITH THE ASTM E119 OR UL 263 CRITERIA FOR UNEXPOSED SURFACE TEMPERATURE RISE AND IGNITION OF COTTON WASTE DUE TO PASSAGE OF FLAME OR GASES IS REQUIRED ONLY FOR A PERIOD OF TIME CORRESPONDING TO THE REQUIRED FIRE-RESISTANCE RATING OF AN EXTERIOR NONBEARING WALL WITH THE SAME FIRE SEPARATION DISTANCE, AND IN A BUILDING OF THE SAME GROUP. WHERE THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH THIS EXCEPTION EXCEEDS THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH ASTM E119 OR UL 263, THE FIRE EXPOSURE TIME PERIOD, WATER PRESSURE AND APPLICATION DURATION CRITERIA FOR THE HOSE STREAM TEST OF ASTM E119 OR UL 263 SHALL BE BASED ON THE FIRE-RESISTANCE RATING DETERMINED IN ACCORDANCE WITH THIS SECTION ASTM E119 OR UL 263. THE REQUIRED FIRE RESISTANCE OF A BUILDING ELEMENT, COMPONENT OR ASSEMBLY SHALL BE PERMITTED TO BE ESTABLISHED BY ANY OF THE FOLLOWING METHODS OR PROCEDURES: 1. FIRE-RESISTANCE DESIGNS DOCUMENTED IN APPROVED SOURCES. 2. PRESCRIPTIVE DESIGNS OF FIRE-RESISTANCE-RATED BUILDING ELEMENTS, COMPONENTS OR ASSEMBLIES AS PRESCRIBED IN SECTION 721.
3. CALCULATIONS IN ACCORDANCE WITH SECTION 722. 4. ENGINEERING ANALYSIS BASED ON A COMPARISON OF BUILDING ELEMENT, COMPONENT OR ASSEMBLIES DESIGNS HAVING FIRE-RESISTANCE RATINGS AS DETERMINED BY THE TEST PROCEDURES SET FORTH IN ASTM E119 OR UL 263. 5. ALTERNATIVE PROTECTION METHODS AS ALLOWED BY SECTION 104.11. 6. FIRE-RESISTANCE DESIGNS CERTIFIED BY AN APPROVED AGENCY. 703.4 AUTOMATIC SPRINKLERS. UNDER THE PRESCRIPTIVE FIRE-RESISTANCE REQUIREMENTS OF THIS CODE, THE FIRE-RESISTANCE RATING OF A BUILDING ELEMENT, COMPONENT OR ASSEMBLY SHALL BE ESTABLISHED WITHOUT THE USE OF AUTOMATIC SPRINKLERS OR ANY OTHER FIRE SUPPRESSION SYSTEM BEING INCORPORATED AS PART OF THE ASSEMBLY TESTED IN ACCORDANCE WITH THE FIRE EXPOSURE, PROCEDURES AND ACCEPTANCE CRITERIA SPECIFIED IN ASTM E119 OR UL 263. HOWEVER, THIS SECTION SHALL NOT PROHIBIT OR LIMIT THE DUTIES AND POWERS OF THE BUILDING OFFICIAL ALLOWED BY SECTIONS 104.10, 104.11 AND 1.8.7, AS APPLICABLE. SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS 704.1 REQUIREMENTS. THE FIRE-RESISTANCE RATINGS OF STRUCTURAL MEMBERS AND ASSEMBLIES SHALL COMPLY WITH THIS SECTION AND THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION AS SPECIFIED IN TABLE 601. THE FIRE-RESISTANCE RATINGS SHALL BE NOT LESS THAN THE RATINGS REQUIRED FOR THE FIRE-RESISTANCE-RATED ASSEMBLIES SUPPORTED BY THE STRUCTURAL MEMBERS. EXCEPTION: FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES AS PROVIDED IN SECTIONS 707.5, 708.4, 709.4 AND 711.4, RESPECTIVELY. 704.2 COLUMN PROTECTION. WHERE COLUMNS ARE REQUIRED TO HAVE PROTECTION TO ACHIEVE A FIRE-RESISTANCE RATING, THE ENTIRE COLUMN SHALL BE PROVIDED INDIVIDUAL ENCASEMENT PROTECTION BY PROTECTING IT ON ALL SIDES FOR THE FULL COLUMN HEIGHT, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED FIRE-RESISTANCE RATING. WHERE THE COLUMN EXTENDS THROUGH A CEILING, THE ENCASEMENT PROTECTION SHALL BE CONTINUOUS FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW THROUGH THE CEILING SPACE TO THE TOP OF THE COLUMN. 704.3 PROTECTION OF THE PRIMARY STRUCTURAL FRAME OTHER THAN COLUMNS. MEMBERS OF THE PRIMARY STRUCTURAL FRAME OTHER THAN COLUMNS THAT ARE REQUIRED TO HAVE PROTECTION TO ACHIEVE A FIRE-RESISTANCE RATING AND SUPPORT MORE THAN TWO FLOORS OR ONE FLOOR AND ROOF, OR SUPPORT A LOAD-BEARING WALL OR A NONLOAD-BEARING WALL MORE THAN TWO STORIES HIGH, SHALL BE PROVIDED INDIVIDUAL ENCASEMENT PROTECTION BY PROTECTING THEM ON ALL SIDES FOR THE FULL LENGTH, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS, WITH MATERIALS HAVING THE REQUIRED FIRE-RESISTANCE RATING. EXCEPTION: INDIVIDUAL ENCASEMENT PROTECTION ON ALL SIDES SHALL BE PERMITTED ON ALL EXPOSED SIDES PROVIDED THE EXTENT OF PROTECTION IS IN ACCORDANCE WITH THE REQUIRED FIRE-RESISTANCE RATING, AS DETERMINED IN SECTION 703 MINIMUM FIRE-RESISTANCE REQUIREMENTS: FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS : [PER CBC TABLE 601] FLOOR 1 TO 3 TYPE OF CONSTRUCTION: TYPE VB PRIMARY STRUCTURAL FRAME : 0 HRS STRUCTURE FRAME SUPPORT ROOF: BEARING WALLS (EXT) : 0 HRS BEARING WALLS (INTR) : 0HRS NON-BRG WALLS AND PARTITIONS (INTR) : 0HRS FLOOR CONSTRUCTION AND SECONDARY MEMBERS : 0HRS ROOF CONSTRUCTION AND SECONDARY MEMBERS : 0HRS
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
UNDERGROUND PARKING TYPE OF CONSTRUCTION: TYPE IB PRIMARY STRUCTURAL FRAME : 2 HRS STRUCTURE FRAME SUPPORT ROOF: BEARING WALLS (EXT) : 2 HRS BEARING WALLS (INTR) : 2 HRS NON-BRG WALLS AND PARTITIONS (INTR) : 0HRS FLOOR CONSTRUCTION AND SECONDARY MEMBERS : 2HRS ROOF CONSTRUCTION AND SECONDARY MEMBERS : 1HRS
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
R-2 RESIDENTIAL
ROOF 30' - 0" THIRD FLOOR 20' - 0"
No.
Date
Description
SECOND FLOOR 10' - 0" GROUND FLOOR 0' - 0" PARKING -10' - 0" 1
LONGITUDINAL SECTION 1/16" = 1'-0" R-2 RESIDENTIAL
3 HOUR FIRE RATING = ACTUAL 1 HOUR RATING REQ.
R-2 RESIDENTIAL
ROOF 30' - 0"
THIRD FLOOR 20' - 0" SECOND FLOOR 10' - 0" GROUND FLOOR 0' - 0"
CROSS SECTION 1/16" = 1'-0"
R-2 RESIDENTIAL
3 HOUR FIRE RATING = ACTUAL 1 HOUR RATING REQ.
01
20 April, 2017 24 X 36 Javier Ramos 00
PARKING -10' - 0" 2
GENERAL NOTES
A 0.4 Scale
APN NO. 552-700-5027 OCCUPANCY GROUP R-2 TYPE OF CONSTRUCTION I-A & V-B 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 1- 10% FRONT SETBACK REDUCTION 2- 1 STORY INCREASE SETBACKS: FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 30 FEET REQUIRED 15 FEET PROVIDED (30FT-50% = 15FT) SIDE: 5 FEET 2 STORIES + 1 FOOT FOR THIRD STORY + 1 FOOT FOR FOURTH STORY = 7 FEET ALLOWED 7 FEET PROVIDED STREET SIDE, CORNER LOT (ALLEY): 5 FEET ALLOWED 5 FEET PROVIDED REAR:15 FEET ALLOWED/15 FEET PROVIDED HEIGHT: 35 FEET, 3 STORIES ALLOWED (WEHO SEC 19.06.040 TABLE 2-3) 36 FEET, 3 STORIES PROVIDED (AFFORDABLE HOUSING INCENTIVE) COMMON OPEN SPACE: 1,000 SF REQUIRED 1,200 SF PROVIDED PRIVATE OPEN SPACE: MINIMUM 120 SF PER UNIT, 7 FOOT MIN DIM. 2 BED UNITS: 1200 SF 1 BED UNITS: 800 SF STUDIO UNITS: 400 SF PERMEABLE SURFACE AREA: SEE SITE PLAN A 1.1 EXTERIOR WALL OPENINGS NORTH ELEVATION (10-15) 45% SOUTH ELEVATION (5-10) 25% EAST ELEVATION (25-30) UNLIMITED WEST ELEVATION (15-20) 75%
CALIFORNIA BUILIDNG CODE TYPE OF CONSTRUCTION (TABLE 503): PARKING GARAGE (S-2) I-A RESIDENTIAL: (R-2): V-B TYPE III, IV, OR V CONSTRUCTION (TABLE 704.2.1): PROJECTIONS FROM WALLS OF TYPE III, IV, OR V CONSTRUCTION SHALL BE OF ANY APPROVED MATERIAL OCCUPANCY: PARKING GARAGE: S-2 (1 LEVEL BELOW GRADE) RESIDENTIAL LEVELS: R-2 (2 LEVELS ABOVE GRADE) OCCUPANCY SEPARATIONS (TABLE 508.4) BETWEEN S-2 AND R-2, 1 HR SEPERATION GENERAL (TABLE 704.1) EXTERIOR WALL CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 14 AND APPENDIX D ALLOWABLE AREA OF OPENING (TABLE 705.8.1) THE MAXIMUM AREA OF UNPROTECTED OPENING PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERCENTAGE MAXIMUM ALLOWABLE HEIGHT (TABLE 503) 35 FEET MINIMUM, 3 LEVELS
CALIFORNIA BUILDING STANDARDS CODE (2016) Part 1: California Building Standards Administrative Code Part 2: California Building Code (based on the International Building Code) Part 3: California Electrical Code (based on the National Electrical Code) Part 4: California Mechanical Code (based on the Uniform Mechanical Code) Part 5: California Plumbing Code (based on the Uniform Plumbing Code) Part 6: California Energy Code Part 9: California Fire Code (based on the International Fire Code) Part 11: California Green Building Standards Code (CALGreen Code) Part 12: California Reference Standards Code
FIRE SEPARATIONS SETBACK: 5 FEET SIDEYARD
FIRE SEPARATIONS SETBACK: 15 FEET BACKYARD
WEST HOLLYWOOD MUNICIPAL CODE (2017) Title 1 General Provisions Title 10 Vehicles and Traffic Title 11 Streets, Sidewalks, Public Places and Infrastructure Title 13 Buildings and Construction Title 14 Fire and Protection Title 15 Environmental Protection, Pollution and Solid Waste Title 17 Rent Stabilization Title 19 Zoning Ordinance
FIRE SEPARATIONS SETBACK: 15 FEET FRONTYARD
FIRE SEPARATIONS SETBACK: 5 FEET SIDEYARD
1
GARAGE PLAN SCALE: 1/16 " = 1' EXITING PATHS
1 HR FIRE RATED WALL 2 HR FIRE RATED WALL 3 HR FIRE RATED WALL
BUILDING CLASSIFICATION: GROUP R-2 GROUP S2 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13) STANDARD ON THE INSTALLATION OF SPRINKLER SYSTEMS AS AMMENDED BY THE CBC (2016) (NFPA 72) NATIONAL FIRE ALARM AND SIGNALING CODE AS AMMENDED BY THE CBC (2016)
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
MINIMUM FIRE-RESISTANCE REQUIREMENTS: FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS : [PER CBC TABLE 601]
Javier Ramos
javierramos@cpp.edu
VENTILATION: INCOMPATIBLE MATERIALS ARE NOT PERMITTED TO BE CONVEYED IN THE SAME DUCT SYSTEM. COMBINED PRODUCTS IN MECHANICAL EXHAUST DUCTS SHALL NOT CREATE A PHYSICAL HAZARD OR REACTION THAT COULD DEGRADE THE DUCT MATERIAL. FIRE, SMOKE, OR COMBINATION FIRE/SMOKE DAMPERS ARE NOT PERMITTED IN MECHANICAL EXHAUST DUCT SYSTEMS THAT ARE USED TO MAINTAIN A SAFE LABORATORY ENVIRONMENT. ANY EXHAUST DUCT THAT PENETRATES THE LABORATORY SUITE BOUNDARY MUST BE LOCATED WITHIN A HORIZONTAL ASSEMBLY HAVING A FIRE RESISTANCE RATING EQUAL TO THE FIRE BARRIER IT PENETRATES.
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
1
TYPE OF CONSTRUCTION: TYPE I-A PRIMARY STRUCTURAL FRAME : 3 HOURS STRUCTURE FRAME SUPPORT ROOF: 1 HOURS BEARING WALLS (EXT) : BEARING WALLS (INTR) : NON-BRG WALLS AND PARTITIONS (INTR) : FLOOR CONSTRUCTION AND SECONDARY MEMBERS ROOF CONSTRUCTION AND SECONDARY MEMBERS : 2 HOURS TYPE OF CONSTRUCTION: TYPE V-B PRIMARY STRUCTURAL FRAME : 1 HOURS STRUCTURE FRAME SUPPORT ROOF: 1 HOURS BEARING WALLS (EXT) : 1 HOURS BEARING WALLS (INTR) : 1 HOURS NON-BRG WALLS AND PARTITIONS (INTR) : 0 HOURS FLOOR CONSTRUCTION AND SECONDARY MEMBERS :1 HOURS ROOF CONSTRUCTION AND SECONDARY MEMBERS : 2 HOURS EMERGENCY POWER: EMERGENCY POWER IS REQUIRED FOR ALL ELECTRICALLY OPERATED EQUIPMENT, SYSTEMS, AND CONNECTED CONTROL CIRCUITS INCLUDING: · MECHANICAL VENTILATION SYSTEMS · EMERGENCY ALARM AND MONITORING SYSTEMS · TEMPERATURE CONTROL SYSTEMS REQUIRED TO PREVENT UNSAFE PROCESS EXCURSIONS OR CHEMICALR EACTIONS · TREATMENT SYSTEMS AND SCRUBBERS · EGRESS LIGHTING · ELECTRICALLY OPERATED SYSTEMS REQUIRED BY THE CBC AND CFC
LEVEL 1 PLAN SCALE: 1/16" = 1'
EXITING PATHS
CITY OF WEST HOLLYWOOD
Date
Description
1 HR FIRE RATED WALL 2 HR FIRE RATED WALL 3 HR FIRE RATED WALL
CODE ANALYSIS 01
1
LEVEL 2 PLAN SCALE: 1/16" = 1'
EXITING PATHS
1 HR FIRE RATED WALL 1
LEVEL 3 PLAN SCALE: 1/16" = 1'
A 0.5
1 HR FIRE RATED WALL 2 HR FIRE RATED WALL
2 HR FIRE RATED WALL EXITING PATHS 3 HR FIRE RATED WALL
3 HR FIRE RATED WALL
12 MAY, 2017 24 X 36 JAVIER RAMOS 00
Scale
SECURITY ALLALL TIMES. SECURITYREQ REQ TIMES. 5. EXIT SIGNS SHALL BE CONNECTED TI AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POSER LOSS (1011.2-1011.5.3) 6. EGRESS DOORS SHALL BE REDILY READILY OPENABLE OPENABLEFROM FROMTHE THE EGRESS EGRESS SIDE SIDEWITHOUT WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE SECTION 1008.1.8.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCKS AND OTHER OPERATIONG DEVICES SHALL BE INSTALLED AT A MIN 34" AND A MAX 48" ABOVE THE FINISH FLOOR. 8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9 - 1008.1.9.7. 10 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE ALT HE WALKING SURFACE. 12. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE 2 OR MORE MEANS OF EGRESS. B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN LEVEL OF EXIT DISCHARGE UNTIL EXIT EXIT DISCHARTGE IS ACCOMPLISHED FOR THE BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, ASPERMITTED IN SECTION 1027.1 IN BUILDINGS REQUIRED TO HAVE 2 OR MORE EXITS. E. EXTERIOR LANDINGS AS REQUIRED BY SECTION 1008.1.5 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REEQUIRED TO HAVE 2 OR MORE EXITS. 13. THE EMERGENCY POWER SYUSTEM SHALLPROVIDE PROVIDEPOWER POWERFOR FORTHE THEDURATION DURATIONOF OFNOT NOTLESS LESS SYSTEM SHALL THAN 90 MINUTES AND SHALL CONSIST OF STORAGE POTTERIES, UNIT EQUIPMENT OR ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING SYSTEMS SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM OF 0.1 FOOTCANDLE (1LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0,06 FOOT-CANDLE (0.61UX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
REQUIRED ACCESSIBLE PARKING SPACES (SECTION 1109A.3) ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THECOVERED MULTI-FAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. TOTAL NUMBER OF PARKING = 24 TOTAL NUMBER OF ADA PARKING SPACES = 24 x 2% = 0.48 = 1 ADA PARKING ACCESSIBLE SINGLE PARKING SPACE (SECTION 1109A.8.5) SINGLE SPACES SHALL BE 14 FEET WIDE MINIMUM AND SHALL PROVIDE 9-FOOT WIDE PARKING AREA AND A 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. ACCESS AISLE. ACCESS AISLES SHALL BE PERMITTED TO BE LOCATED ON EITHER SIDE OF THE VEHICLE, AND SHALL EXTEND THE FULL REQUIRED LENGHT OF THE PARKING SPACES THEY SERVE. THE MINIMUM LENGTH OF EACH PARKING SPACES THEY SERVE. PARKING SIGNAGE
(SECTION 1109A.8.8) EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIDIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES (4516 MM2) IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES (2032 MM) FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES (914 MM) FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. VAN ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 1109A.8.6 AND SHALL HAVE AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY. EXTERIOR ACCESSIBLE ROUTE
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
(SECTION 1110A.1) 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AN UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN 1 O' OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND / OR ADDITIONAL EXPENSES. OBTAIN APPROVAL FROM REAL ESTATE BUSINESS UNIT OF DWP. 2. INSTALL A SEISMIC GAS SHUTOFF VALVE ON EACH FUEL GAS LINE FOR NEW BUILDINGS AND ALTERATIONS IN EXCESS OF $10,000. CONTACT THE PLUMBING DIVISION FOR MORE INFORMATION. 3. OBTAIN PERMIT FROM PUBLIC WORKS FOR A PROTECTION FENCE CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. 4. OBTAIN APPROVAL FROM PUBLIC WORKS AND BUILDING DEPARTMENT FOR ANY TEMPORARY SHORING/EXCAVATIONS THAT REMOVE THE LATERAL SUPPORT FROM A PUBLIC WAY PRIOR TO CONSTRUCTION. 5. FOR SITE WITHIN POTENTIAL METHANE ZONE, OBTAIN APPROVAL FROM FIRE DEPARTMENT AND MECHANICAL DIVISION OF BUILDING DEPARTMENT FOR INSTALLING A MECHANICAL VENTING SYSTEM PER MGD #92. 6. OBTAIN PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO PERMIT ISSUANCE FOR: A) FOR TRENCHES OR EXCAVATIONS 5 FT. OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. B) THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, OR SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT. HSC 17922.5 SPECIAL HAZARDS: 1. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA, GUY WIRES, SOLAR PANELS, RAZOR RIBBON, FENCE, CABLE, OR OTHER OBSTRUCTIONS SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE. LAMC 57 .12.02
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTI-FAMILY DWELLING UNITS. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH COVERED MULTI-FAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE THE DWELLING UNIT. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. SEE SECTION 1124A. MULTI-STORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS
Javier Ramos
javierramos@cpp.edu
B
(SECTION 1102A.3.2) ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV. SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS (SECTION 1127A.9) WHEELCHAIR PASSAGE WIDTH = 36" WIDTH FOR WHEELCHAIR PASSING = 60" WHEELCHAIR TURNING SPACE = 180 DEGREE TURN CLEAR SPACE 60" WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE (SECTION 1113A.9) WIDTH = 48" SURFACES SHALL BE SLIP-RESISTANT (SECTION 1113A.1.2)
D
E
F
1051 N. Spaulding Ave. West Hollywood, CA 90046
1
FD
FD
FD
FD
CITY OF WEST HOLLYWOOD
1
FD
2
2 No. FD
2. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING FOR HAZARDOUS MATERIAL THAT ARE EXPOSED TO VEHICULAR DAMAGE. LAMC 57.20.07
FD
Date
Description
FD
3
3. THE INDOOR STORAGE OF COMBUSTIBLE MATERIALS SHALL BE REGULATED IN RELATION TO ARRANGEMENT. LOCATION, SIZE OF AREAS, HEIGHT, SEPARATIONS, AND HOUSEKEEPING. LAMC 57.57.03 4. AN APPROVED SEISMIC GAS SHUT-OFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. PROVIDE A METAL LABEL FOR THE SHUTOFF VALVE. LA CITY ORD. 170,158
WEST HOLLYWOOD MULTI FAMILY HOUSING
G
4 FD
FD
5
5. DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENT OF FIRE RATED CORRIDOR WALLS SHALL BE PROTECTED WITH A FIRE DAMPER PER UBC STANDARD 43-7 & 43-12. FD
FD
6. EMERGENCY SYSTEMS. INDEPENDENT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT FIXTURES REQUIRED FOR EXIT ILLUMINATION.
FD
FD
WH
6
7
7. SUPPORT FOR CEILING APPENDAGES. SEPARATE SUPPORT FROM THE STRUCTURE SHALL BE PROVIDED FOR ALL APPENDAGES SUCH AS LIGHT FIXTURES, AIR DIFFUSERS, EXIT SIGNS AND SIMILAR ELEMENTS. GRADING: 1. OBTAIN APPROVAL FROM PUBLIC WORKS AND GRADING DIVISION OF BLDG. AND SAFETY FOR GRADING WORK EXCEEDS 200 CUBIC YARD DURING RAINY SEASON FROM NOV. I TO APRIL 15 FOR EROSION CONTROL OT JOB SITE PRIOR TO CONSTRUCTION. 2. PROVIDE APPROVED DAMP-PROOFING FOR ALL WALLS BELOW GRODE THAT ENCLOSE HABITABLE OR NON-HABITABLE SPACE. 91.1402.4 3. PIPE SYSTEMS MUST HAVE CLEAN OUT ACCESS AT 1) EVERY HORIZONTAL BEND AND 2) AT 100' FOR ALL OTHER BUILDING SITES; THEREFORE, PROVIDE CLEAN OUT LOCATIONS AND DETAILS ON PLANS. 4. A REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON ALL GRADING AND FOUNDATION EARTHWORK IN HILLSIDE AREAS' WHERE (SITE EXCEEDS 60K S.F.) (CUT OR FILL SLOPES EXCEEDS 2:1) (CUTS EXCEED 40 FT. IN HEIGHT AND WITHIN 20 FT. OF A PROPERTY LINE) (FOUNDATION EXCAVATION EXTEND BELOW A 1:1 PLANE FROM PROPERTY LINE) (PROJECTS INVOLVE UNUSUAL HAZARDS).
A
1
B
C
D
F
GARAGE PLAN SCALE: 1/16 " = 1'
CODE ANALYSIS 01
5. A REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON ALL SHORING WORK, INCLUDING THE SLOT CUTS, IN THE HILLSIDE OR NON-HILLSIDE AREAS. 1. A NIGHT SETBACK THERMOSTAT SHALL BE INSTALLED. MINIMUM 40 AND BATHROOMS (FLORESCENT LIGHTS). 2. PROVIDE R-12 EXTERIOR BLANKET FOR HOT WATER HEATER AND SOLAR TANKS.
ADA HANDICAP PARKING SPACE
12 MAY, 2017 24 X 36 JAVIER RAMOS 00
A 0.6
ADA ACCESSIBLE ELEVATOR Scale
10' - 10"
13' - 4"
15' - 3"
16' - 0"
30' - 0"
25' - 0"
10' - 10"
12' - 10"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
15' - 4"
UNIT THREE - COMMON PATH OF TRAVEL 3 3/16" = 1'-0"
UNIT ONE - COMMON PATH OF TRAVEL 3/16" = 1'-0"
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
25' - 0"
10' - 0"
No.
30' - 0"
FD
Description
Date
COMMON PATH OF TRAVEL FOR HOUSING UNITS
UNIT TYPE 1 (2 BEDROOM UNIT) OCCUPANCY LOAD = 1,200 SQFT/200 = 6 UNIT TYPE 2 (ONE BEDROOM UNIT) OCCUPANCY LOAD = 750 SQFT/200 = 4 UNIT TYPE 3 (STUDIO UNIT) OCCUPANCY LOAD = 400 SQFT/200 = 2
2
CODE ANALYSIS
UNIT TWO - COMMON PATH OF TRAVEL 3/16" = 1'-0"
Project number Date Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 0.7 Scale
3/16" = 1'-0"
5/18/2017 8:08:02 PM
1
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
OCCUPANCY TABLE
E. SEPARATION OF EXITS (1015.1; TABLE 1015.1; 1021.2.4) PARKING: BECAUSE THE BUILDING SERVES MORE THAN 29 PEOPLE IN S-2 CATEGORY, IT MUST PROVIDE A MINIMUM OF 2 EXITS. THE BUILDING PROVIDES 3: EXIT C AT THE RAMP CONNECTING DIRECTLY TO THE STREET LEVEL, AND THE 2 STAIRCASES THAT LEADS TO EXITS A AT LEVEL 1. THE SEPARATION BETWEEN EXIT C (AT THE RAMP) AND THE FURTHEST STAIRCASE THAT LEADS TO EXITS A IS 102', WHICH IS MORE THAN 1/3 OF THE MAIN DIAGONAL (1/3 OF THE MAIN DIAGONAL IS 49 FT). RESIDENTIAL: BECAUSE THE BUILDING SERVES MORE THAN 10 PEOPLE IN R-2 CATEGORY, IT MUST PROVIDE A MINIMUM OF 2 EXITS. THE BUILDING PROVIDES 2: EXITS A THAT LEADS TO SPAULDING AVE AND EXIT C THAT LEADS TO THE ALLEY. EXITS A AND C ARE 107 FT APPART, WHICH IS MORE THAN 1/3 OF THE MAIN DIAGONAL (1/3 OF THE MAIN DIAGONAL IS 49 FT).
B
1
D
FD
E
FD
FD
FD
F
Level
G
1
FD
2
2
FD
FD
FD
3 4
102’ FD
FD
5
82’
FD
FD
FD
FD
WH
6
GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL
Number
Name
OCCUPANCY TABLE
Area
Occupancy
101.1
BEDROOM
173 SF
1
101.2
BEDROOM
110 SF
1
101.3
BATHROOM
104 SF
1
101.4
LIVING ROOM
247 SF
2
101.5
BATHROOM
95 SF
1
101.6
KITCHEN
315 SF
3
101.7
PATIO
154 SF
2
102.1
BEDROOM
123 SF
1
102.2
BATHROOM
123 SF
1
102.3
KITCHEN
267 SF
3
102.4
LIVING ROOM
119 SF
2
102.5
PATIO
78 SF
2
103.1
STUDIO
210 SF
2
103.2
BATHROOM
98 SF
1
104.1
STUDIO
224 SF
2
104.2
BATHROOM
84 SF
1
105.1
STUDIO
237 SF
2
105.2
BATHROOM
90 SF
1
106.1
REC ROOM
565 SF
4
106.2
STORAGE UNIT 50 SF
1
201.1
BEDROOM
1
170 SF
201.2
BEDROOM
108 SF
1
201.3
BATHROOM
105 SF
1
201.4
LIVING ROOM
246 SF
1
201.5
BATHROOM
94 SF
1
201.7
PATIO
151 SF
2
201.6
KITCHEN
314 SF
3
Level SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL 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 THIRD LEVEL THIRD LEVEL
Number
Name
Area
Occupancy
202.1
BEDROOM
123 SF
1
202.2
BATHROOM
122 SF
1
202.3
KITCHEN
198 SF
2
202.4
LIVING ROOM
190 SF
2
202.5
PATIO
78 SF
1
203.1
STUDIO
212 SF
1
203.2
BATHROOM
96 SF
1
204.1
STUDIO
224 SF
1
204.2
BATHROOM
85 SF
1
205.1
STUDIO
240 SF
1
205.2
BATHROOM
88 SF
1
301.1
BEDROOM
170 SF
1
301.2
BEDROOM
103 SF
1
301.3
BATHROOM
103 SF
1
301.4
LIVING ROOM
252 SF
1
301.5
BATHROOM
95 SF
1
301.6
KITCHEN
319 SF
2
301.7
PATIO
151 SF
2
302.1
BEDROOM
123 SF
1
302.2
BATHROOM
122 SF
1
302.3
KITCHEN
198 SF
2
302.4
LIVING ROOM
189 SF
1
302.5
PATIO
79 SF
1
303.1
STUDIO
212 SF
1
303.2
BATHROOM
96 SF
1
304.1
STUDIO
224 SF
1
304.2
BATHROOM
85 SF
1
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
7
1
C
D
F
PARKING LEVEL - DISABLED ACCESS 3/32" = 1'-0"
0'
4'
8'
16'
32'
CODE ANALYSIS Project number Date Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 0.8 Scale
3/16" = 1'-0"
5/18/2017 8:08:02 PM
B
A
EXIT DISCHARGE GENERAL: EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT EXIT DISCHARGE SHALL NOT REENTER A BUILDING. THE COMBINED USE OF EXCEPTIONS 1 AND 2 SHALL NOT EXCEED 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR CAPACITY OF THE REQUIRED EXITS. EXCEPTION: 1.1 DISCHARGE OF INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE PROVIDED WITH A FREE AND UNOBSTRUCTED PATH OF TRAVEL TO AN EXTERIOR EXIT DOOR AND SUCH EXIT IS READILY VISIBLE AND IDENTIFIABLE FROM THE POINT OF TERMINATION OF THE ENCLOSURE. 1.2 THE ENTIRE AREA OF THE LEVEL OF EXIT DISCHARGE IS SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING TO THE FIRE-RESISTANCE RATING FOR THE ENCLOSURE. EMERGENCY ESCAPE AND RESCUE (SECTION 1030) GENERAL: BASEMENT AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN ACCORDANCE WITH THIS SECTION. EXCEPTIONS: 3. EMERGENCY ESCAPE AND RESCUE OPENINGS ARE NOT REQUIRED FROM BASEMENTS OR SLEEPING ROOMS THAT HAVE AN EXIT DOOR OR EXIT ACCESS DOOR THAT OPENS DIRECTLY INTO A PUBLIC WAY OR TO A YARD, COURT OR EXTERIOR EXIT BALCONY THAT OPENS TO A PUBLIC WAY. MINIMUM SIZE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.53 M2). (1030.2) EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE-FLOOR EMERGENCY ESCAPE ESCAPE AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET (0.46 M2) MINIMUM DIMENSIONS: THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610 MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. (1030.2.1) MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES (118 MM) MEASURED FROM THE FLOOR. (1030.3)
DISABLED ACCESS PLANS ADA ACCESSIBLE PATH
FD
FD
FD
FD
FD
REF. UP
FD
FD
FD
FD
FD
REF.
FD
FD
REF.
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
REF.
FD
FD
FD
FD
FD
FD
WH
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
PARKING LEVEL - DISABLED ACCESS 3/32" = 1'-0"
1
LEVEL ONE - DISABLED ACCESS 3/32" = 1'-0"
No.
FD
FD
FD
CODE ANALYSIS Project number Date
FD
1
LEVEL TWO - DISABLED ACCESS 3/32" = 1'-0"
FD
FD
Drawn by
FD
Checked by
2
LEVEL THREE - DISABLED ACCESS 3/32" = 1'-0"
Date
FD
FD
FD
Description
001 5/17/2017 JAVIER RAMOS CHECKER
A 0.9 0'
4'
8'
16'
32' Scale
3/16" = 1'-0"
5/18/2017 8:08:02 PM
1
5/8" NUMBER HEIGHT Building Code Analysis |
TABLE 509 INCIDENTAL USES
SUPPORTING DOCUMENTS & TABLES L
3 2 * 1
TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
3
PLACE STAR ALONGSIDE MAIN EXIT FLOOR NUMBER
3/8" MIN. SEPARATION
OPEN
5'-0"
M
V
3/4" MIN. BUTTOM DIA.
William M. Lowman Concert Hall
6'-0" MIN.
SUPPORTING DOCUMENTS & TABLES
CLOSE X
3'-6"
2'-11" MIN A.F.F.
ALARM
STOP
F.F.
ELEVATOR CONTROL PANEL
kamberly wilbourne |
lowman concert hall | understanding building codes | cal poly pomona | instructor: n. wittasek | winter ‘15 | 03.18.15 PAGE 28 | PASADENA MULTI-FAIMLY RESIDENTIAL PROJECT CODE ANALYSIS | PROFESSORS N. WITTASEK & A. WEBER | CAL POLY POMONA | SPRING 2015 | 05/30/2015 kamberly wilbourne |
lowman concert hall
| understanding building codes | cal poly pomona | instructor: n. wittasek | winter ‘15 | 03.18.15
80" MIN.
54" MIN.
51" MIN.
54" MIN.
51" MIN.
68" MIN.
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
36" MIN.
36" MIN.
60"x60" MIN. CLEAR LEVEL LANDING AT TOP OF RAMP
27" MAX.
MIN. 2" HIGH CURB FOR RAMPS AND LANDINGS WITH DROP-OFFS
1 1/2" MIN. RAIL
48"
60"
CODE ANALYSIS Project number Date Drawn by
CLEAR FLOOR SPACE
WHEELCHAIR TURNING SPACE
Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 0.10 Scale
3/16" = 1'-0"
5/18/2017 8:08:02 PM
30" 30"
6'-0" TO 6'-6" PHOTOELECTRIC TUB BYPASS SWITCH
30'-0" 40'-0" 50'-0"
2'-8"
30"
2'-11" MIN C.L. OF BUTTON
MAX. HORIZ. PROJECTION
48"MAX FOR FRONT APPROACH 54" MAX FOR SIDE APPRROACH
8.33% 6.25% 5.00%
MAX. RISE
Date
NOTE: MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS 25". WHEN DEPTH OF OBSTRUCTION IS BETWEEN 20" AND 25",, THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE IS 44". WHEN DEPTH OF OBSTRUCTION IS LESS THAN 20", THE MINUMUM CLEAR HEIGHT BENEATH THE OBSTRUCTION IS 27". WHEN DEPTH OF OBSTRUCTION IS GREATER THAN 20", THE CLEAR HEIGHT BELOW THE OBSTRUCTION IS 30" MIN. TO ALLOW FOR CLEARANCE OF A WHEELCHAIR ARM REST UNDER THE OBSTRUCTION. MAX. FORWARD REACH OVER AN OBSTRUCTION
30"
1 1/2" CLR MIN
34"-38" ABOVE STAIR NOSING OR RAMP
(b) HANDRAIL
Description
CONTROL PANEL SEE BELOW
RAMP HANDRAILS
%
W
CLEAR WIDTH FOR TWO WHEELCHAIRS TO PASS PARALLEL THROUGH CORRIDOR
1 1/4 " - 1 1/2 "
(a) HANDRAIL
X=DEPTH OF OBSTRUCTION Y=MAXIMUM REACH HEIGHT Z=MIN. CLEAR SPACE BELOW OBSTRUCTION
No.
1-1/2" CLR
ALLOWABLE RAMP LENGTHS
1:12 1:16 1:20
X
Y LEVEL LANDING
RAMP HORIZONTAL PROJECTION
SLOPE
60" MIN
NOTE: 1. THE REQUIRED MINIMUM HANDRAIL EXTENSION AT EACH BOTTOM RISER.IS 12" + THE DEPTH OF ONE TREAD 2. 12" MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER. 3. 42" GAURDRAIL REQUIRED AT STAIRWAYS WITH 30" OR MORE ABOVE GRADE OR FLOOR BELOW. 4. OPENINGS IN GAURDRAILS AND HANDRAILS SHALL NOT ALLOW A 4" SPHERE TO PASS THROUGH.
RISE
1-1/2" CLR
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
27" MAX.
34-38" MAX. 34-38" MAX.
27" MAX.
12"
27" MAX.
34-38" MAX.
12"
NOTE: IF A RAMP HAS A RISE >6" OR A HORIZONTAL PROJECTION >72", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES
1 1/4 " - 1 1/2 "
TREAD
(a) HANDRAIL
1:12 SLOPE MAX
12"
12"
CENTER OPENING DOOR
SIDE OPENING DOOR ELEVATORS 50 PERSONS OR LESS
34-38" MAX.
72" MIN. CLEAR LEVEL LANDING AT BOTTOM OF RAMP. (60"x60" MIN REQ'D WHEN RAMP CHANGES DIRECTION AT LANDING)
12"
LEVEL LANDING
TREAD + 12"
2"
REQ'D WIDTH OF RAMP
12" MIN.
4'-0" MAX EMER. TEL.
V
REFERENCE TABLES AND ADA DIAGRAMS
A 2.2 2
A 2.1
1
2
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu
A 2.1
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
1 A 2.2
SITE PLAN 001 5/17/2017 Author Checker
Project number Date Drawn by Checked by
1
SITE PLAN 3/32" = 1'-0"
A 1.1 0'
4'
8'
16'
32'
Scale
3/32" = 1'-0"
5/30/2017 9:33:21 AM
SPOT ELEVATION
A 2.2
2 A 3.1
2
B
D
E
F
G
100' - 0" 15' - 0" 15' - 0"
30' - 0"
9' - 5" 7' - 11 3/4"
30' - 0"
30' - 0"
9' - 10 1/8"
9' - 8 1/2"
11' - 1"
20' - 8"
29' - 10"
25' - 0"
11' - 4"
25' - 0"
2
8' - 5"
5' - 0"
A 7.2
FD
FD
FD
1
FD
19' - 0"
12' - 6"
FD
1 A 7.2
2
1' - 6"
2
19' - 7"
1
6 2' - 2"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
5' - 0"
5' - 0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
5 14' - 11 "
FLOOR DRAIN ADA DIRECT ACCESS
ELEVATOR
SUMP PUMP
9' - 0"
9' - 0"
9' - 0"
9' - 0"
ELEVATOR ROOM
FD
100' - 06"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
12' - 0"
2
JAVIER RAMOS javierramos@cpp.edu
A 2.1
3 90' - 0"
1
99' - 8"
4
1
9' - 1"
2
FD
9' - 0"
A 2.1
FD
31' - 2"
32' - 10"
FD
9' - 0"
FD
5 12' - 0"
9' - 0"
TRANSFORMER
FLOOR DRAIN
A 3.1
No. MEP ROOM
FD
FD
FD
WH
9' - 0"
9' - 0"
FD
ELECTRICAL METERS
7
Description
Date
6
10 % SLOPE
10' - 1"
13' - 1 "
20 % SLOPE
5' - 0"
16' - 2 3/16"
4
10' - 0"
14' - 12"
20' - 0 "
10' - 0"
47' - 5"
20' - 1"
70' - 0"
15' - 6"
100"
A
B
C
F
D 1
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
PARKING PLAN Project number
A 2.2
Date
WALL LEGEND 1/4" = 1'-0"
Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 1.3
BUILDING PLAN - PARKING LEVEL 1 1/8" = 1'-0" 0'
4'
8'
16'
32'
Scale
As indicated
5/31/2017 5:46:49 PM
1
29' - 4"
29' - 9"
3
2 A 3.1
A 2.2 2 130' - 0"
24' - 7"
15' - 0"
9' - 1"
40' - 0"
11' - 10"
14' - 1"
15' - 0" 2 A 7.2
24' - 7"
9' - 1"
13' - 4"
1 14' - 10" A 5.3
15' - 3"
10' - 11"
11' - 7"
15' - 0"
5' - 0"
15' - 0"
LIVING ROOM
PATIO
BEDROOM
102.4
102.5
101.1
BEDROOM 101.2
15
101.7
1 A 7.2
UP
12
18 FD
FD
7
19
12' - 4"
BEDROOM
BATHROOM
102.1
102.2
12
BATHROOM
13
101.4
16
43' - 4"
20
BATHROOM
101.3
8
REF.
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
23 1
8' - 6"
103.2
12
12
104.2
104.1
25 8' - 4 1/2"
9' - 2"
BATHROOM
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
12' - 0"
COURTYARD AREA
STUDIO
JAVIER RAMOS javierramos@cpp.edu
A 2.1
100' - 2"
10' - 5"
BATHROOM
6' - 11"
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
9
103.1
16' - 0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
22
STUDIO
100' - 0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
14' - 10"
101.5
16' - 0"
5' - 7"
101.6
REF.
14
9
2
PATIO
154 SF 173 SF
102.3
LIVING ROOM
A 2.1
KITCHEN
19' - 11"
1' - 5 5/32" 10' - 10"
KITCHEN
6' - 6"
31' - 0 1/4"
17
21
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
24
REF.
11 17
26
REC ROOM FD
105.1
FD
106.1
17
10 % SLOPE
9
5' - 0"
5' - 1"
19' - 6"
13' - 11 3/16"
14' - 5"
9' - 10"
6' - 7"
22' - 7"
16' - 5"
8' - 6"
54' - 2"
18' - 2"
15' - 0"
10' - 1"
130' - 0"
1
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
Project number Date
A 2.2
Drawn by
WALL LEGEND 1/4" = 1'-0" 1
FIRST FLOOR PLAN
Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 1.4
BUILDING PLAN - GROUND FLOOR 1/8" = 1'-0" 0'
4'
8'
16'
32'
Scale
As indicated
5/31/2017 5:46:53 PM
20 % SLOPE
15' - 9 "
10' -8"
8
5' - 0"
105.2
7' - 7 1/2"
Date
15
BATHROOM
12' - 4 1/2"
Description
12' - 10"
STUDIO
No.
13' - 6"
1 3 A 0.6 5.5
STORAGE UNIT
10
106.2
9' - 2 "
16' - 5"
A 3.1
7' - 2"
1
25
46' - 8"
REF.
A 2.2
2 A 3.1
2 130' - 7"
24' - 8 "
9' - 1"
15' - 11"
8' - 9"
9' -1"
40' - 0 1/4"
13' - 4"
10' - 11"
15' - 4"
14' - 5 3/4"
11' - 4"
15' - 0"
15' - 0"
11' - 4"
15' - 0"
2 A 7.2
33 PATIO
BEDROOM
202.4
202.5
201.1
BEDROOM
KITCHEN
201.2
201.6
31
1
REF.
30
A 7.2
30' - 11 "
34
36
28
35
LIVING ROOM
32
FD
201.4
7' - 10"
18' - 8"
201.7 151 SF
KITCHEN 202.3
PATIO
19' - 11"
LIVING ROOM
11' - 11"
37
26
29
FD
BATHROOM
202.1
202.2
201.3
201.5
9
27
9
38
1
39
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
A 2.1
STUDIO BATHROOM
12
OPEN TO BELOW
19' - 0"
BATHROOM
12
204.2
204.1
41 7' - 9"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
19' - 11"
16' - 0"
STUDIO
JAVIER RAMOS javierramos@cpp.edu 100' - 0"
203.1
203.2
100' - 0"
10' - 5"
BATHROOM
32' - 5"
2
BATHROOM
REF.
16' - 0"
A 2.1
BEDROOM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
23' - 5 1/2"
6' - 3"
12' - 3"
12
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
REF.
40
REF.
42
1 A 3.1 16' - 5"
POOL BATHROOM
205.1
No. FD
205.2
Date
26' - 2"
9' - 0"
Description
17' - 7"
43
STUDIO
9' - 2"
10' - 8"
FD
5' -0"
6' - 3" 15' - 0"
15' - 0"
12' - 2 1/2"
20' - 0"
7' - 9 1/2"
4' - 8"
37' - 0"
9' - 3"
63' - 2"
130' - 0"
1 A 2.2
10' - 3 1/8"
16' - 6"
16' - 6 "
15' - 0"
15' - 0"
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
SECOND FLOOR PLAN Project number Date Drawn by Checked by
WALL LEGEND 1/4" = 1'-0" 1
A 1.5
BUILDING PLAN - SECOND FLOOR 1/8" = 1'-0" 0'
4'
8'
001 5/17/2017 JAVIER RAMOS CHECKER
16'
32' Scale
As indicated
5/31/2017 5:46:59 PM
FD
6' - 3"
10' - 8"
44
2 A 3.1
A 2.2 2
130' - 0"
9' - 1"
24' - 8"
12' - 4 1/2"
9' - 1"
12' - 4”
14' - 6"
40' - 0"
10' - 5"
13' - 6"
16' - 1"
11' -4"
14' - 6 "
1' - 0"
15' - 0"
9' - 11"
15' - 0" 2 A 7.2
52
10' - 8"
56 LIVING ROOM
PATIO
BEDROOM
302.4
302.5
301.1
BEDROOM
KITCHEN
301.2
301.6
PATIO 301.7 151 SF
49
A 7.2 47
30' - 5"
6' - 10"
30' - 11"
53
55
54 51
BEDROOM
BATHROOM
302.1
302.2
5' - 9"
12' - 0"
FD
12
LIVING ROOM
FD
301.4
BATHROOM
BATHROOM
301.3
45
301.5
9
9
13' - 0 1/2"
57
46
48
58 STUDIO
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
1
A 2.1
JAVIER RAMOS javierramos@cpp.edu
BATHROOM
303.1
10' - 3"
12 100' - 0"
303.2
9' - 3"
BATHROOM STUDIO
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
OPEN TO BELOW
12
304.2
18' - 7"
16' - 0" 16' - 0"
304.1
6' - 9"
60
46' - 7"
59
1
No.
Description
Date
FD
27' - 7"
16' - 0"
POOL
0' - 6"
16' - 4"
A 3.1
10' - 9"
FD
5' -0"
FD
5' - 0"
5' - 0"
FD
20' - 0"
14' - 11 3/16"
37' - 0"
28' - 5"
15' - 0"
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
1
W3
6" INTERIOR PARTION WALL
A 2.2
W4
6" PLUMBING WALL
130' - 0"
THIRD FLOOR PLAN Project number Date
W5
GLASS CURTAIN WALL
Drawn by Checked by
WALL LEGEND 1/4" = 1'-0" 1
A 1.6
BUILDING PLAN - THIRD FLOOR 1/8" = 1'-0" 0'
001 5/17/2017 JAVIER RAMOS CHECKER
4'
8'
16'
32'
Scale
As indicated
5/31/2017 5:47:05 PM
10' -9"
61
5' - 0"
2
100' - 0"
A 2.1
20' - 0"
1 50
302.3
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
23' - 5 1/2"
1' -5"
KITCHEN
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
2 A 3.1
A 2.2 2 130' - 0"
15' - 0"
100' - 6"
15' 15' -- 0 0"5/16"
15' - 0"
39' - 6"
27' - 0"
15' - 0"
R
0' -
6"
34' - 0"
FD
ROOF SLOPE @ 2%
ROOF SLOPE @ 2%
ROOF SLOPE @ 2% CONDENSER UNITS
CONDENSER UNITS
ROOF SLOPE @ 2%
2
ROOF SLOPE @ 2%
1
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
A 2.1
JAVIER RAMOS javierramos@cpp.edu
100' - 0"
89' - 6"
100' - 0"
A 2.1
43' - 5"
45' - 0"
ROOF SLOPE @ 2%
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
58' - 0"
21' - 2"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
CONDENSER UNITS
1 52' - 3"
A 3.1
Description
Date
24' - 4"
No.
5' - 0"
ROOF SLOPE @ 2%
1' - 0"
32' - 0"
1' - 0"
39' - 6"
27' - 0"
15' - 0"
50' - 0"
130' - 0"
1 A 2.2
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
Project number Date
WALL LEGEND 1/4" = 1'-0" 1
ROOF PLAN
Drawn by Checked by
BUILDING PLAN - ROOF 1/8" = 1'-0" 0'
4'
8'
16'
001 5/17/2017 JAVIER RAMOS CHECKER
A 1.7
32'
Scale
As indicated
5/31/2017 5:47:09 PM
15' - 0"
1 A 7.2
1 A 3.1 STUCCO FINISH
UNITS BEYOND
OPEN TO FRONTYARD TEAK HORIZONTAL WOOD SIDING
ROOF LEVEL 30' - 0"
GUARDRAIL
12 61
59
45
33' - 8"
THIRD LEVEL 20' - 0" ELEVATOR SHAFT
W5 44
2 A 7.1
27
SECOND LEVEL 10' - 0"
12 8
GROUND LEVEL 0' - 0" WALL BEYOND
EXIT STAIR BEYOND
PARKING GARAGE BELOW
4
5
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
6
PARKING LEVEL -10' - 0"
1' - 0"
9' - 10"
MECHANICAL UNIT BELOW
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
JAVIER RAMOS javierramos@cpp.edu
1
EAST ELEVATION 1/8" = 1'-0"
0'
4'
8'
16'
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
32'
1 A 3.1 PARAPET PLASTER
No.
Description
Date
ROOF LEVEL 30' - 0"
TEAK HORIZONTAL WOOD SIDING
W5
W5
W5
W5
TEAK HORIZONTAL WOOD SIDING
33' - 6"
THIRD LEVEL 20' - 0" W5
W5
W5
W5
SECOND LEVEL 10' - 0" W5
W5
W5
W5
OPEN TO GARAGE BELOW
GROUND LEVEL 0' - 0"
5
PARKING LEVEL -10' - 0"
ELEVATIONS Project number Date Drawn by
2
WEST ELEVATION 1/8" = 1'-0"
0'
4'
8'
16'
32'
Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 2.1 Scale
1/8" = 1'-0"
6/1/2017 12:40:54 AM
11' - 0"
EXIT STAIR BELOW GRADE
2
2
A 3.1
A 7.2
MASONRY WALL WITH WOOD SIDING METAL SIDING
STUCCO FINISH
GLAZING FOR UNIT BEYOND
ROOF LEVEL 30' - 0"
33' - 6"
TEAK HORIZONTAL WOOD SIDING
12
W5
9
9
THIRD LEVEL 20' - 0" CONCRETE WALL BEYOND
12
1 A 5.2
PLASTER
SECOND LEVEL 10' - 0"
MASONRY WALLS
12
15
10' - 0"
GROUND LEVEL 0' - 0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
PARKING GARAGE BELOW GRADE
4
1' - 0"
PARKING LEVEL -10' - 0"
JAVIER RAMOS javierramos@cpp.edu
1
SOUTH ELEVATION 1/8" = 1'-0" 0'
4'
8'
16'
32'
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
2 A 3.1
CURTAIN WALL STUCCO FINISH
PARAPET
No.
ROOF LEVEL 30' - 0"
GUARD RAIL BEYOND TEAK HORIZONTAL WOOD SIDING
W5
12
Description
Date
TEAK HORIZONTAL WOOD SIDING
33' - 6"
THIRD LEVEL 20' - 0" W5
12
SECOND LEVEL 10' - 0" W5
12
EXIT STAIR BEYOND
10' - 0"
GROUND LEVEL 0' - 0" PARKING GARAGE BELOW
1
1' - 0"
PARKING LEVEL -10' - 0"
ELEVATIONS Project number Date
NORTH ELEVATION 2 1/8" = 1'-0"
Drawn by Checked by
0'
4'
8'
16'
32'
001 5/17/2017 JAVIER RAMOS CHECKER
A 2.2 Scale
1/8" = 1'-0"
6/1/2017 12:41:00 AM
6
2
2
A 3.1
A 8 .2
CONDENSER UNITS PATIO FOR UNITS BEYOND
ROOF LEVEL 30' - 0" GUARDRAIL BAR/POOL AREA
W5
THIRD LEVEL 20' - 0" STUDIO
1 A 4.1
POOL
205.1 240 SF
DROP CAP
SECOND LEVEL 10' - 0" REC ROOM
STUDIO STORAGE UNIT 105.1
106.1
106.2
CONCRETE FOOTING
565 SF
237 SF
GROUND LEVEL 0' - 0"
50 SF
PARKING LEVEL -10' - 0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu
1
BUILDING SECTION - A1 1/8" = 1'-0"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
0'
4'
8'
16'
32'
1
A 8.2
1 A 3.1
No.
Description
Date
ROOF LEVEL 30' - 0"
2 A 4.1
KITCHEN
BEDROOM
STUDIO
STUDIO
302.3
302.1
303.1
304.1
198 SF
123 SF
212 SF
224 SF
KITCHEN
BEDROOM
STUDIO
STUDIO
STUDIO
202.3
202.1
203.1
204.1
205.1
198 SF
123 SF
212 SF
224 SF
240 SF
KITCHEN
BEDROOM
STUDIO
STUDIO
102.3
102.1
103.1
104.1
267 SF
123 SF
210 SF
224 SF
THIRD LEVEL 20' - 0"
SECOND LEVEL 10' - 0"
DRIOP CAP
CONCRETE FOOTING
MEP ROOM BEYOND STUDIO 105.1
EXIT STAIR BEYOND
GROUND LEVEL 0' - 0"
237 SF
WALL BEYOND CONCRETE SLAB
SECTIONS Project number Date Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 3.1 2
BUILDING SECTION - A2 1/8" = 1'-0"
0'
4'
8'
16'
32'
Scale
1/8" = 1'-0"
6/1/2017 12:41:04 AM
PARKING LEVEL -10' - 0"
METAL CAP 2"X4" WOOD BLOCKING
T.O.P.
CANT STRIP
3'-6"
ROOFING MEMBRANE
33' - 6"
1 A 9.1
2"X12" WOOD JOISTS (24" O.C.)
2'-2"
2'-11"
ROOF DRAINAGE @2% SLOPE 5'-2"
Roof
STUCCO PLASTER
Roof
1'-6"
30' - 0"
2 A 9.1
METAL FRAME
3'-1"
7 A 9.1
RIGID INSULATION 2"X8" WOOD BLOCKING
ROOF DRAINAGE @ 2% SLOPE
RIGID INSULATION
METAL CAP ROOFING MEMBRANE CANT STRIP FLASHING
1'-6"
2"X12" WOOD JOISTS (24”O.C.)
30' - 0"
1'-8"
10'-0" 10'
8'-0"
8'-4"
TRIPLE GLAZED GLASS
BATT INSULATION
3 A 9.1
PLYWOOD SHEATHING GYPSUM BOARD
4 A 9.1
DOUBLE TOP PLATE BATT INSULATION
Level 3
STEEL SHELF ANGLE STUCCO PLASTER 2'-2"
WATERPROOF MEMBRANE
1'-8"
8 A 9.1
GYPSUM WALL PANEL
Level 3
A 9.1
20' - 0"
20' - 0"
33'-6"
6 A 9.1
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
10'
8'-0"
8'-4"
8'-0"
10 A 9.1 WOOD FLOORING
AIRSPACE
JAVIER RAMOS javierramos@cpp.edu
3/4" PLYWOOD GYPSUM BOARD
GYPSUM BOARD PLYWOOD SHEATHING
Level 2
SEALANT 1'-8"
1'
Level 2
DROP CEILING
10' - 0"
10' - 0"
10'
BACKLAGGING DRAINAGE BLANKET DRAINAGE PIPE
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
SOLE PLATE
5 A 9.1
8'-0"
8'-0" No.
SOLE PLATE
Description
Date
REINFORCED CONCRETE WALL
REINFORCING STEEL DROP PANEL
DRAINAGE BLANKET DRAINAGE PIPE
Level 1 10"
Level 1
GRAVEL
0' - 0"
0' - 0"
11 A 9.1
8'-4" 8'-4"
1'-8"
12 A 9.1
-10' - 0"
ENLARGED WALL SECTIONS
Parking -10' - 0"
1'-4"
Project number Date Drawn by Checked by
1
WALL SECTION 01 SCALE: 1’ = 3/4”
2
WALL SECTION 02 SCALE: 1’ = 3/4”
001 5/17/2017 JAVIER RAMOS Checker
A 4.1 Scale
5/30/2017 10:00:36 AM
Parking
54' - 4" 3 A 5.5 40' - 0"
13' - 7"
14' - 4"
10' - 11"
15' - 6"
14' - 4"
09 64 00.B2
KITCHEN 101.6
3
A 5.7
PATIO
1
101.7
22
101.2
12' - 0 13/16"
BEDROOM
3
BEDROOM
1
11' - 3 31/32"
44
0' - 8 1/32"
101.1
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
REF.
2 C4 1
A 5.6
FD
C1
C3
9' - 0 1/8"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
4
3 C2
15' - 2 3/16"
BATHROOM
101.3
LIVING ROOM
BATHROOM
101.4
101.5
08 51 13
09 64 00.B2 13' - 7"
10' - 4"
No.
Description
Date
22 40 00.D2 4' - 1"
22 40 00.E3
12' ? - 0"
40' - 0"
ENLARGED FLOOR PLANS
4 A 5.5
Project number
1
UNIT 1 - ENLARGED PLAN 3/8" = 1'-0"
Date Drawn by Checked by
0'
4'
8'
16'
001 5/17/2017 JAVIER RAMOS CHECKER
A 5.1
32'
Scale
3/8" = 1'-0"
6/1/2017 1:45:57 PM
FD
10' - 1 3/16"
30' - 2 3/16"
JAVIER RAMOS javierramos@cpp.edu
2 A 3.1 33' - 7 19/32" 12' - 3 13/32"
9' - 0 11/16"
10' - 4 7/8"
10' - 9 5/32"
12' - 3 1/2"
KITCHEN
LIVING ROOM 102.4
102.5
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
1' - 1 1/4"
102.3
PATIO
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
3B
JAVIER RAMOS javierramos@cpp.edu
3
4 4B
FD
30' - 4 3/32"
A 5.8
7' - 4 17/32"
8' - 1 11/16"
1
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
BEDROOM
BATHROOM
102.1
102.2
Description
Date
11' - 5 7/16"
No. 12' - 1 13/32"
24' - 7 21/32"
ENLARGED FLOOR PLANS
UNIT 2 - ENLARGED PLAN 1 3/8" = 1'-0"
001 5/17/2017 Author Checker
Project number Date Drawn by Checked by
0'
4'
8'
16'
32'
A 5.2 Scale
3/8" = 1'-0"
6/1/2017 1:46:00 PM
31' - 0 1/4"
1B
2 2B
2 A 3.1
24' - 0 29/32"
16' - 0"
4' - 4 19/32"
2' - 8 1/2"
1' - 0"
1 A 3.1
STUDIO LIVING ROOM
9' - 7 3/4"
3 3
2
A 5.7
1
22
3 3C
2 A 5.5
6
A 5.6
KITCHEN
d
b
7c
6' - 0 1/8"
A 5.9
2C
4C 4
1
44
1 1C 12' - 2 3/32"
16' - 10 19/32"
103.1
8
101.6
5a
1' - 0"
BATHROOM
4' - 6 25/32"
1' - 0"
REF. 24' - 0 29/32" 09 64 00.B2
0' - 8 31/32"
3' - 2 1/4"
1' - 2 9/32"
1' - 9"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
1' - 0 3/4" 1' - 6 3/4"
15' - 3"
UNIT 1 - KITCHEN ENLARGED FLOOR PLAN 3 1/2" = 1'-0"
UNIT 3 - ENLARGED PLAN 1 3/8" = 1'-0"
JAVIER RAMOS javierramos@cpp.edu
18' - 5 1/32" 3' - 9"
5' - 3"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
2' - 8"
Description
Date
8' - 8 5/8"
A 5.6
C1
C3
9' - 6 1/8"
1
No. 4
08 14 00.B1 5' - 5 13/32"
3 C2
6' - 0"
KEYNOTE TEXT
19' - 1 3/16"
1 3/4" 08 Hollow 14 00.B2 Core Door 6
A 5.6
8
5a
09 64 00.B2
9' - 1"
b
7c 4' - 0 7/32"
TYP. ADA BATHROOM
1' - 8"
ENLARGED FLOOR PLANS
Pedestal Sink Bathtub Toilet Diffuser Wall Mounted Fluorescent Fixture
22 40 00.E3
16'
Date Drawn by Checked by
10' - 4" 17' - 10 1/32"
8'
001 5/17/2017 Author Checker
Project number
32'
4
UNIT 1 - LIVING ROOM ENLARGED PLAN 1/2" = 1'-0"
A 5.3
0' - 6" 4' - 1"
2
UNIT 3 - BATHROOM ENLARGED PLAN 1/2" = 1'-0"
Scale
As indicated
6/1/2017 1:46:03 PM
101.4
d
LIVING ROOM
7' - 0 1/32"
4'
2' - 6"
26
Aluminum Sliding Door Sill 1 3/8" Hollow Core Door 1 3/4" Hollow Core Door Aluminum Windows Aluminum Sliding Window Sill Laminated Glass Gypsum Board Ceramic Tiling Ceramic Tile 3/4" Hardwood Flooring Vinyl Wallcovering Stain Finish Demountable Aluminum Framed Partition High Density Storage And Shelving Wall Mount Sink Mop Sink
9' - 10 19/32"
08 11 00.A2 08 14 00.B1 08 14 00.B2 08 51 13 08 51 13.A1 08 81 00.E1 09 29 00 09 30 13 09 30 13.A2 09 64 00.B2 09 72 00.A1 09 93 00.A1 10 22 19.A1 10 56 00.A1 22 40 00.A7 22 40 00.A10 22 40 00.A16 22 40 00.D2 22 40 00.E3 23 37 00.A1 26 51 00.A2
0'
3' - 0"
2 C4
KEYNOTE LEGEND KEY VALUE
3' - 9 1/32"
09 93 00.A1
KEY VALUE
KEYNOTE LEGEND 26 51 00.A2
08 81 00.E1 26 51 00.A2
C1 1/2" = 1'-0"
Bathtub Toilet Diffuser Wall Mounted Fluorescent Fixture
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
09 93 00.A1
8' - 0"
08 14 00.B1
JAVIER RAMOS javierramos@cpp.edu
22 40 00.D2
6' - 2"
8' - 0"
08 14 00.B1
6' - 2"
5' - 2 9/32"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
C3 1/2" = 1'-0"
2
C4 1/2" = 1'-0"
09 93 00.A1
10 56 00.A1
4' - 9 7/8"
6' - 6 9/32"
Pedestal Sink
09 93 00.A1
26 51 00.A2
1
8' - 0"
C2 1/2" = 1'-0"
Aluminum Sliding Door Sill 1 3/8" Hollow Core Door 1 3/4" Hollow Core Door Aluminum Windows Aluminum Sliding Window Sill Laminated Glass Gypsum Board Ceramic Tiling Ceramic Tile 3/4" Hardwood Flooring Vinyl Wallcovering Stain Finish Demountable Aluminum Framed Partition High Density Storage And Shelving Wall Mount Sink Mop Sink
6' - 11"
09 93 00.A1
3
08 11 00.A2 08 14 00.B1 08 14 00.B2 08 51 13 08 51 13.A1 08 81 00.E1 09 29 00 09 30 13 09 30 13.A2 09 64 00.B2 09 72 00.A1 09 93 00.A1 10 22 19.A1 10 56 00.A1 22 40 00.A7 22 40 00.A10 22 40 00.A16 22 40 00.D2 22 40 00.E3 23 37 00.A1 26 51 00.A2
0' - 9" 1' - 1"
4
6' - 1 13/16"
6' - 0"
6' - 6 9/32"
8' - 0"
8' - 4 1/4"
09 72 00.A1
KEYNOTE TEXT
Description
Date
1' - 3"
No.
2' - 10 11/32"
1' - 5"
09 30 13.A2
09 93 00.A1
7
c 3/4" = 1'-0"
22 40 00.A16
22 40 00.D2
8' - 10"
2' - 10 21/32"
22 40 00.E3 8' - 10" 09 72 00.A1
1' - 3"
2' - 7"
4' - 10 1/2"
1' - 4"
INTERIOR ELEVATIONS Project number Date Drawn by
1' - 2 1/4"
Checked by
5
a 3/4" = 1'-0"
6
b 3/4" = 1'-0"
8
d 3/4" = 1'-0"
001 5/17/2017 JAVIER RAMOS CHECKER
A 5.4 Scale
As indicated
6/1/2017 1:46:28 PM
8' - 4"
4' - 10"
09 93 00.A1
3' - 11 1/2"
22 40 00.A16
08 81 00.E1
09 93 00.A1
08 51 13.A1
08 81 00.E1
8' - 0"
23 37 00.A1
3' - 0 1/2"
5' - 2"
6' - 8"
8' - 0"
08 81 00.E1
2' - 5 19/32" 11' - 8 7/32"
1
1 1/2" = 1'-0"
4
4 1/2" = 1'-0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
23 37 00.A1
3' - 0 1/2"
10 56 00.A1
2 1/2" = 1'-0"
08 11 00.A2 08 14 00.B1 08 14 00.B2 08 51 13 08 51 13.A1 08 81 00.E1 09 29 00 09 30 13 09 30 13.A2 09 64 00.B2 09 72 00.A1 09 93 00.A1 10 22 19.A1 10 56 00.A1 22 40 00.A7 22 40 00.A10 22 40 00.A16 22 40 00.D2 22 40 00.E3 23 37 00.A1 26 51 00.A2
JAVIER RAMOS javierramos@cpp.edu
KEYNOTE TEXT
Aluminum Sliding Door Sill 1 3/8" Hollow Core Door 1 3/4" Hollow Core Door Aluminum Windows Aluminum Sliding Window Sill Laminated Glass Gypsum Board Ceramic Tiling Ceramic Tile 3/4" Hardwood Flooring Vinyl Wallcovering Stain Finish Demountable Aluminum Framed Partition High Density Storage And Shelving Wall Mount Sink Mop Sink
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
Pedestal Sink Bathtub Toilet Diffuser Wall Mounted Fluorescent Fixture
2' - 0"
2
KEY VALUE
0' - 9 3/4"0' - 9"0' - 9 3/4" 0' - 8 1/4"1' - 0"0' - 10 3/4"
10 22 19.A1
3' - 0 1/2"
10' - 0" 8' - 0"
INTERIOR ELEVATIONS
10 56 00.A1
Project number Date Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 5.5 3
3 1/2" = 1'-0"
Scale
1/2" = 1'-0"
6/1/2017 1:46:33 PM
4' - 11 1/2"
10 22 19.A1
3' - 0 1/2"
5' - 2"
8' - 0"
KEYNOTE LEGEND
09 93 00.A1
2' - 2"
08 11 00.A2
8' - 10" 6' - 8"
8' - 10"
2' - 10"
0' - 7 13/32"2' - 1 15/32"
3' - 3 1/8"
08 81 00.E1
1
1B 1/2" = 1'-0"
4
4B 1/2" = 1'-0"
3' - 3 1/8"
KEY VALUE
KEYNOTE LEGEND
5' - 6 7/8"
8' - 10"
09 93 00.A1
09 64 00.B2
2B 2 1/2" = 1'-0"
08 81 00.E1
08 11 00.A2 08 14 00.B1 08 14 00.B2 08 51 13 08 51 13.A1 08 81 00.E1 09 29 00 09 30 13 09 30 13.A2 09 64 00.B2 09 72 00.A1 09 93 00.A1 10 22 19.A1 10 56 00.A1 22 40 00.A7 22 40 00.A10 22 40 00.A16 22 40 00.D2 22 40 00.E3 23 37 00.A1 26 51 00.A2
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
KEYNOTE TEXT
Aluminum Sliding Door Sill 1 3/8" Hollow Core Door 1 3/4" Hollow Core Door Aluminum Windows Aluminum Sliding Window Sill Laminated Glass Gypsum Board Ceramic Tiling Ceramic Tile 3/4" Hardwood Flooring Vinyl Wallcovering Stain Finish Demountable Aluminum Framed Partition High Density Storage And Shelving Wall Mount Sink Mop Sink Pedestal Sink
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
Bathtub Toilet Diffuser Wall Mounted Fluorescent Fixture
08 14 00.B1
6' - 8"
6' - 11"
8' - 10"
08 51 13.A1
INTERIOR ELEVATIONS Date Drawn by Checked by
3
001 5/17/2017 JAVIER RAMOS CHECKER
A 5.6
3B 1/2" = 1'-0" Scale
1/2" = 1'-0"
6/1/2017 1:46:36 PM
Project number
09 93 00.A1
08 81 00.E1
6' - 0"
8' - 2 1/4"
3' - 0"
7' - 9 13/32"
08 51 13
6' - 7 1/2"
8' - 0"
3' - 2 1/2"
1C 1/2" = 1'-0"
4
4C 1/2" = 1'-0"
08 14 00.B1 09 93 00.A1
KEY VALUE 8' - 0"
5' - 5" 2' - 7"
2
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
KEYNOTE LEGEND
5' - 6 7/8"
6' - 11"
2C 1/2" = 1'-0"
08 11 00.A2 08 14 00.B1 08 14 00.B2 08 51 13 08 51 13.A1 08 81 00.E1 09 29 00 09 30 13 09 30 13.A2 09 64 00.B2 09 72 00.A1 09 93 00.A1 10 22 19.A1 10 56 00.A1 22 40 00.A7 22 40 00.A10 22 40 00.A16 22 40 00.D2 22 40 00.E3 23 37 00.A1 26 51 00.A2
KEYNOTE TEXT
Aluminum Sliding Door Sill 1 3/8" Hollow Core Door 1 3/4" Hollow Core Door Aluminum Windows Aluminum Sliding Window Sill Laminated Glass Gypsum Board Ceramic Tiling Ceramic Tile 3/4" Hardwood Flooring Vinyl Wallcovering Stain Finish Demountable Aluminum Framed Partition High Density Storage And Shelving Wall Mount Sink Mop Sink
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
Pedestal Sink Bathtub Toilet Diffuser Wall Mounted Fluorescent Fixture
09 93 00.A1
8' - 0"
1
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
INTERIOR ELEVATIONS 001 5/17/2017 Author Checker
Project number Date Drawn by Checked by
A 5.7
3C 3 1/2" = 1'-0" Scale
1/2" = 1'-0"
6/1/2017 1:46:39 PM
8' - 2 1/4"
09 93 00.A1
38 53 57 59 47 58 26 23 25 43 39 41 60 13 50 51 54 55 52 49 56 33 37 17 21
6' - 8"
3' - 0"
3
30" x 80"
6' - 8"
3' - 0"
2
30" x 80"
6' - 8"
3' - 0"
6
30" x 80"
6' - 8"
3' - 0"
55
30" x 80"
6' - 8"
3' - 0"
54
30" x 80"
6' - 8"
3' - 0"
36
30" x 80"
6' - 8"
3' - 0"
35
30" x 80"
6' - 8"
3' - 0"
19
30" x 80"
6' - 8"
3' - 0"
20
30" x 80"
6' - 8"
3' - 0"
61
30" x 80"
6' - 8"
3' - 0"
44
30" x 80"
6' - 8"
3' - 0"
8
30" x 80"
6' - 8"
3' - 0"
7
30" x 80"
6' - 8"
3' - 0"
26
30" x 80"
6' - 8"
3' - 0"
46
30" x 80"
6' - 8"
3' - 0"
4
30" x 80"
6' - 8"
3' - 0"
12
30" x 80"
6' - 8"
3' - 0"
48
30" x 80"
6' - 8"
3' - 0"
28
30" x 80"
6' - 8"
3' - 0"
5
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
16
68" x 80"
6' - 8"
3' - 4"
31
68" x 80"
6' - 8"
3' - 4"
32
68" x 80"
6' - 8"
3' - 4"
8
30" x 80"
6' - 8"
3' - 0"
27
68" x 80"
6' - 8"
3' - 4"
45
68" x 80"
6' - 8"
3' - 4"
9
68" x 80"
6' - 8"
3' - 4"
11
68" x 80"
6' - 8"
3' - 4"
29
68" x 80"
6' - 8"
3' - 4"
15
30" x 80"
6' - 8"
3' - 0"
3
30" x 80"
6' - 8"
3' - 0"
4
30" x 80"
6' - 8"
3' - 0"
5
30" x 80"
6' - 8"
3' - 0"
7
30" x 80"
6' - 8"
3' - 0"
8
30" x 80"
6' - 8"
3' - 0"
9
30" x 80"
6' - 8"
3' - 0"
10
30" x 80"
6' - 8"
3' - 0"
11
30" x 80"
6' - 8"
3' - 0"
12
30" x 80"
6' - 8"
3' - 0"
13
30" x 80"
6' - 8"
3' - 0"
15
30" x 80"
6' - 8"
3' - 0"
17
30" x 80"
6' - 8"
3' - 0"
19
30" x 80"
6' - 8"
3' - 0"
20
30" x 80"
6' - 8"
3' - 0"
21
30" x 80"
6' - 8"
3' - 0"
22
30" x 80"
6' - 8"
3' - 0"
23
30" x 80"
6' - 8"
3' - 0"
24
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
Level THIRD LEVEL THIRD LEVEL THIRD LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL GROUND LEVEL SECOND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL GROUND LEVEL GROUND LEVEL
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
30" x 80"
6' - 8"
3' - 0"
4' - 11 1/16" 4' - 11 1/16" 4' - 11 1/16" 6' - 0"
Width
Type
5' - 10 7/8" A1 5' - 10 7/8" A1 5' - 10 7/8" A1 16' - 0"
4' - 11 1/16" 4' - 11 1/16" 4' - 11 1/16" 4' - 11 1/16" 4' - 11 1/16" 4' - 11 1/16" 6' - 0"
A3
5' - 10 7/8" A1 5' - 10 7/8" A1 5' - 10 7/8" A1 5' - 10 7/8" A1 5' - 10 7/8" A1 5' - 10 7/8" A1 4' - 0"
A4
6' - 0"
4' - 0"
A4
6' - 0"
4' - 0"
A4
6' - 0"
4' - 0"
A4
6' - 0"
4' - 0"
A4
6' - 0"
4' - 0"
A4
6' - 0"
8' - 0"
A2
6' - 0"
8' - 0"
A2
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
WINDOW LEGEND
3' - 0"
30" x 80"
Height
WINDOW LEGEND 1/4" = 1'-0"
16' - 0"
8' - 0"
15' - 10 1/2"
7' - 10 1/2"
15' - 7"
7' - 7"
JAVIER RAMOS javierramos@cpp.edu
4' - 0"
6' - 5 1/2"
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
3' - 10 1/2"
5' - 10 1/2"
3' - 7"
5' - 7"
5' - 7"
40
30" x 80"
Mark
5' - 10 1/2"
42
1
Width
6' - 0"
34
3' - 0"
14
SECOND LEVEL GROUND LEVEL PARKING LEVEL PARKING LEVEL PARKING LEVEL PARKING LEVEL THIRD LEVEL THIRD LEVEL SECOND LEVEL SECOND LEVEL GROUND LEVEL GROUND LEVEL THIRD LEVEL SECOND LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL THIRD LEVEL PARKING LEVEL GROUND LEVEL THIRD LEVEL SECOND LEVEL PARKING LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL GROUND LEVEL SECOND LEVEL THIRD LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL
Height
4' - 7"
24
30
3' - 0"
Type
4' - 11 1/4"
25
Door-Interio 6' - 8" r-Single-Flu sh_PanelWood 30" x 80" 6' - 8"
Level
5' - 5"
22
Mark
5' - 7"
GROUND LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL GROUND LEVEL GROUND LEVEL GROUND LEVEL SECOND LEVEL SECOND LEVEL SECOND LEVEL THIRD LEVEL GROUND LEVEL THIRD LEVEL THIRD LEVEL GROUND LEVEL SECOND LEVEL THIRD LEVEL THIRD LEVEL THIRD LEVEL SECOND LEVEL SECOND LEVEL GROUND LEVEL GROUND LEVEL
Width
5' - 10 1/2"
18
Height
6' - 0"
GROUND LEVEL
Type
5' - 7"
10
Level
WINDOW SCHEDULE
5' - 10 1/2"
Mark
DOOR SCHEDULE
6' - 0"
DOOR SCHEDULE
No.
Description
Date
3' - 0"
3' - 2"
6' - 4"
3' - 0"
6' - 8"
3' - 4"
6' - 8"
3' - 2"
6' - 9"
3' - 6"
6' - 8"
6' - 11"
DOOR LEGEND
SCHEDULES 1' - 7" 1' - 5"
Date Drawn by Checked by
A 6.1 Scale
1/4" = 1'-0"
6/1/2017 9:29:52 AM
DOOR LEGEND 1/4" = 1'-0"
001 5/17/2017 Author Checker
Project number
D
BEDROOM
BEDROOM
KITCHEN PATIO D
D
D
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
D D D
D
BATHROOM
LIVING ROOM
BATHROOM JAVIER RAMOS javierramos@cpp.edu
TV
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
1
ELECTRICAL LIGHTING PLAN 1/4" = 1'-0"
No.
0'
2'
4'
8'
Description
Date
16'
ELECTRICAL SYMBOL LEGEND
CEILING MOUNTED FIXTURE
FLUORESCENT STRIP FIXTURE
PENDANT FIXTURE
RECESSED CEILING SPOT FIXTURE
WP
RECESSED WALL FIXTURE
3- WAY SWITCH 4- WAY SWITCH
UNDERCABINET LIGHT
GFI
GFI OUTLET RANGE OUTLET
R
PC
D- WAY SWITCH
DUPLEX FLOOR OUTLET
WALL MOUNTED FIXTURE WITH PULL CHAIN CEILING MOUNTED FIX TURE WITH PULL CHAIN
ELECTRIC METER
2- WAY SWITCH
D
PC
E
4
FLOOR OUTLET - HALF SWITCHED
WATERPROOF OUTLET
3
WALL MOUNTED FIXTURE
ALARM KEYPAD
2
220 VOLT OUTLET
A
SWITCH
DUPLEX OUTLET
WATERPROOF RECESSED CEILING FIXTURE
OUTLET - HALF SWITCHED
M
MOTION SWITCH
GD
GARAGE DOOR OPENER
G
GAS METER
SS
STEAM SHOWER
J
TV S
J - BOX
MECHANICAL WHOLE HOUSE VENTILATION
MOTION SENSOR
EXHAUST FAN
CABLE SPEAKER MODEM TELEPHONE
R
GATE RELEASE
T
TIMER
I
INTERCOM
ETHERNET/TELEPHONE ELECTRICAL WIRE CO2
CO2 DETECTOR
M
MOTOR
S
SMOKE DETECTOR GO DB
GARBAGE DISPOSAL
ELECTRICAL DRAWINGS
DOORBELL SECURITY SYSTEM CONTACT DIFFUSER RETURN
001 5/10/2017
Project number Date Drawn by Checked by
AIR HANDLER UNIT
JAVIER RAMOS CHECKER
E 1.1
DROP CEILING
Scale
1/4" = 1'-0"
5/10/2017 9:54:39 AM
RECESSED CEILING FIXTURE
200 CFM
200 CFM
400 CFM HOOD VENT
BEDROOM
BEDROOM
KITCHEN PATIO
LIVING ROOM
BATHROOM
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
BATHROOM JAVIER RAMOS javierramos@cpp.edu
FAN FAN 200 CFM
400 CFM 200 CFM
1
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
MECHANICAL PLAN 1/4" = 1'-0"
No.
0'
2'
4'
8'
Description
Date
16'
ELECTRICAL SYMBOL LEGEND
CEILING MOUNTED FIXTURE
FLUORESCENT STRIP FIXTURE
PENDANT FIXTURE
RECESSED CEILING SPOT FIXTURE
WP
RECESSED WALL FIXTURE
3- WAY SWITCH 4- WAY SWITCH
UNDERCABINET LIGHT
GFI
GFI OUTLET
M
MOTION SWITCH
GD
GARAGE DOOR OPENER
G
GAS METER
SS
STEAM SHOWER
J
TV S
J - BOX
MECHANICAL WHOLE HOUSE VENTILATION
MOTION SENSOR
EXHAUST FAN
CABLE SPEAKER MODEM TELEPHONE
R
T
RANGE OUTLET
R
PC
D- WAY SWITCH
DUPLEX FLOOR OUTLET
WALL MOUNTED FIXTURE WITH PULL CHAIN CEILING MOUNTED FIX TURE WITH PULL CHAIN
ELECTRIC METER
2- WAY SWITCH
D
PC
E
4
FLOOR OUTLET - HALF SWITCHED
WATERPROOF OUTLET
3
WALL MOUNTED FIXTURE
ALARM KEYPAD
2
220 VOLT OUTLET
A
SWITCH
DUPLEX OUTLET
WATERPROOF RECESSED CEILING FIXTURE
OUTLET - HALF SWITCHED
I
GATE RELEASE
ETHERNET/TELEPHONE
TIMER INTERCOM
ELECTRICAL WIRE CO2
CO2 DETECTOR
M
MOTOR
S
SMOKE DETECTOR GO DB
MECHANICAL DRAWINGS
GARBAGE DISPOSAL DOORBELL SECURITY SYSTEM CONTACT DIFFUSER RETURN
Project number Date Drawn by Checked by
001 5/10/2017 JAVIER RAMOS CHECKER
M 1.1
AIR HANDLER UNIT DROP CEILING
Scale
1/4" = 1'-0"
5/10/2017 9:54:39 AM
RECESSED CEILING FIXTURE
200 CFM
200 CFM
400 CFM HOOD VENT
D
BEDROOM
BEDROOM
KITCHEN PATIO D
D
D
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
D
JAVIER RAMOS javierramos@cpp.edu
D D
D
BATHROOM
LIVING ROOM
BATHROOM
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
FAN
TV
FAN 200 CFM
400 CFM 200 CFM
1
REFELCTED CEILING PLAN 1/4" = 1'-0"
No.
0'
2'
4'
8'
Description
Date
16'
ELECTRICAL SYMBOL LEGEND
CEILING MOUNTED FIXTURE
FLUORESCENT STRIP FIXTURE
PENDANT FIXTURE
RECESSED CEILING SPOT FIXTURE
WP
3- WAY SWITCH 4- WAY SWITCH
CEILING MOUNTED FIX TURE WITH PULL CHAIN UNDERCABINET LIGHT
D- WAY SWITCH
DUPLEX FLOOR OUTLET
WALL MOUNTED FIXTURE WITH PULL CHAIN GFI
GFI OUTLET
M
MOTION SWITCH
GD
GARAGE DOOR OPENER
G
GAS METER
SS
STEAM SHOWER
J
TV S
J - BOX
MECHANICAL WHOLE HOUSE VENTILATION
MOTION SENSOR
EXHAUST FAN
CABLE SPEAKER MODEM TELEPHONE
R
T
RANGE OUTLET
R
PC
ELECTRIC METER
2- WAY SWITCH
D
PC
E
4
FLOOR OUTLET - HALF SWITCHED
RECESSED WALL FIXTURE
WATERPROOF OUTLET
3
WALL MOUNTED FIXTURE
ALARM KEYPAD
2
220 VOLT OUTLET
A
SWITCH
DUPLEX OUTLET
WATERPROOF RECESSED CEILING FIXTURE
OUTLET - HALF SWITCHED
I
GATE RELEASE
ETHERNET/TELEPHONE
TIMER INTERCOM
ELECTRICAL WIRE CO2
CO2 DETECTOR
M
MOTOR
S
SMOKE DETECTOR GO DB
REFLECTED CEILING PLAN
GARBAGE DISPOSAL DOORBELL
Project number
SECURITY SYSTEM CONTACT
Date
DIFFUSER
Checked by
Drawn by
001 5/10 /2017 JAVIER RAMOS CHECKER
A 7.1
RETURN AIR HANDLER UNIT DROP CEILING Scale
1/4" = 1'-0"
5/10/2017 9:54:39 AM
RECESSED CEILING FIXTURE
SYMBOL
LUMEN
154
900
CRI
CCT
EFFICACY
LUMINAIRE MODEL
RECESSED DOWNLIGHT
MAXLITE LED DOWNLIGHTS RF614ICAT30W
11
DOWNLIGHT
MAXLITE LED RETROFIT RR-409U-30W
3
13
39
680
80
3000
85
Y
UNDERCABINET WAC LED PRO AC-LIGHT BARS BA-ACLED8-927 LIGHT
3
5.5
16.5
250
80
3000
45
Y
WALL MOUNTED MAXLITE WALL SCONCE FIXTURE LIGHT ML9LA17LCNBNI927
5 4
WATTS 14
20 27
100 108
1500 2400
85
90 85
3000
2700 3000K
64
76.5 89
MECHANICAL SCHEDULE
HIGH EFFICACY
TYPE
PENDENT LIGHT VONN PERSEUS VMP21723
QUANTITY
TOTAL WATTS
Y
SYMBOL
TYPE
QUANTITY
1
DIFFUSER
6
2
RETURN
2
3
AIR HANDLER UNIT
1
Y Y
DIFFUSER SPECS D1
BEDROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D2
BATHROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D3
BEDROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D4
KITCHEN DIFFUSER @ 400 CFM (TITUS OMNI 12” X 12”)
D5
LIVING ROOM DIFFUSER @ 400 CFM (TITUS OMNI 12” X 12”)
CFM
TONS
200-400
2 CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
No.
Description
Date
SCHEDULES Project number Date Drawn by Checked by
001 5/5/2017 JAVIER RAMOS CHECKER
A 6.2 Scale
1/4" = 1'-0"
5/10/2017 9:54:39 AM
LIGHTING SCHEDULE
1' - 6"
1
A 8.2
ROOF LEVEL 30' - 0"
9' - 10 11/16"
1 P 1.2
REF. UP
FD
3' - 6"
FD
3 A 8.2
REF.
1' - 2"
THIRD LEVEL 20' - 0"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
8' - 11 5/16"
REF. REF.
FD
4' - 0 21/32"
FD
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
1' - 2"
SECOND LEVEL 10' - 0"
GROUND LEVEL 3/32" = 1'-0"
8' - 10"
No. 2
2
A 8.2
A 3.1
Description
Date
3' - 6"
8' - 10"
1
ROOF LEVEL 30' - 0"
1' - 2"
1' - 2"
GROUND LEVEL 0' - 0"
THIRD LEVEL 20' - 0" ---
VERTICAL CIRCULATION
GROUND LEVEL 0' - 0" 3' - 6"
Project number Date Drawn by
PARKING LEVEL -10' - 0"
PARKING LEVEL -10' - 0"
2
EAST EXIT STAIR 1/2" = 1'-0"
BUILDING SECTION - STAIRS REFERENCE 3 1/8" = 1'-0"
Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 8.1 Scale
As indicated
6/1/2017 10:11:03 AM
8' - 10"
SECOND LEVEL 10' - 0"
GENERAL NOTE
1' - 6"
2
ROOF LEVEL 30' - 0"
1 A 7.2
ROOF LEVEL 30' - 0"
5' - 0"
11' - 1 11/32"
9' - 10 11/16"
6' - 6"
A 8.2
2
A 8.2
THIRD LEVEL 20' - 0"
11' - 2"
4 A 8.3
4' - 6"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
40' - 0"
5' - 6"
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
4' - 7"
Date
0' - 6 5/8"
Description
3 A 8.3
5' -6"
5' - 1"
6' -0"
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
No.
3' - 4"
8' - 10"
1' - 2"
A 7.2
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
5 3 A9 7.1 3
4' - 11 3/8"
3' - 9"
1
1' - 0"
2 A 8.3
1' - 2"
5' - 4"
3' - 9"
GROUND LEVEL 0' - 0"
4' - 7"
19' - 11"
1' - 2"
SECOND LEVEL 10' - 0"
7' - 4"
40' - 0"
3' - 4"
5' - 1 11/32"
1 A 8.3
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
0' - 8 21/32"
10' - 1 5/16"
4' - 11"
7 A 9.1
1' - 2"
4' - 11"
3' - 8"
9' - 2"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
STAIR PLAN 3 1/2" = 1'-0"
LATERAL STAIR SECTION 1 1/2" = 1'-0"
Project number Date Drawn by Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 8.2
LONGITUDINAL SECTION - STAIR 2 1/2" = 1'-0" Scale
1/2" = 1'-0"
6/1/2017 10:09:39 AM
PARKING LEVEL -10' - 0"
3' - 12"
3' - 12"
3' - 6"
VERTICAL CIRCULATION
0' - 2"
0' - 1 13/16"
REINFORCED CONCRETE STRINGER STAIR WALL HANDRAIL @ 1-1/2" FROM WALL
HANDRAIL 2"
1' - 0"
0' - 3" 0' - 3"
HANDRAIL WELDED CONNECTION 0' - 10" 0' - 2"0' - 3"0' - 2"
CONCRETE 2HR RATED EXIT WALL
HANDRAIL 1-1/2" FROM WALL
3' - 6"
3' - 0"
0' - 1"
BALUSTER 2"
WOOD TREAD
0' - 2"
0' - 5"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
STEEL NEWEL 2"
OVAL RAILING 1-1/4" DIAMETER
STEEL BALUSTER BASE 3"
JAVIER RAMOS javierramos@cpp.edu
WEST HOLLYWOOD HOUSING PROJECT 1051 N SPAULDING AVE. WEST HOLLYWOOD, CA 90046
STAIR DETAIL 01 1 1/2" = 1'-0"
2
STAIR DETAIL 02 1 1/2" = 1'-0"
3
STAIR DETAIL 03 1 1/2" = 1'-0"
No.
Description
Date
0' - 5"
STEEL RAILING
0' - 8 3/4"
CONCRETE STAIR WOODEN TREAD FINISH
0' - 11"
CONCRETE LANDING
1' - 0"
WOOD FINISH TREAD 11" REINFORCEMENT BAR
LANDING SUPPORT
3' - 5 1/2"
HANDRAIL AT BASE 2" IN DIAMETER
VERTICAL CIRCULATION
STRINGER 4' - 4 19/32"
Project number Date Drawn by Checked by
4
STAIR DETAIL 04 1 1/2" = 1'-0"
5
001 5/17/2017 JAVEIR RAMOS CHECKER
A 8.3
STAIR DETAIL 05 1 1/2" = 1'-0" Scale
1 1/2" = 1'-0"
6/1/2017 10:04:25 AM
0' - 6 21/32"
1' - 2"
1
METAL CAP WOOD BLOCKING PLYWOOD SHEATHING WATERPROOFING MEMBRANE
METAL CAP DOUBLE TOP PLATE 2X12 WOOD JOIST @ 24" O.C.
FLASHING PLYWOOD SHEATHING
SILL 1" STUCCO FINISH BUILT UP HEADER
BATT INSULATION
HARD WOOD FLOORING
WATERPROOF MEMBRANE FLASHING
2X6 WOOD STUDS 16" O.C.
3 4"
CANT STRIP
3 4"
PLYWOOD SHEATHING 3 4"
1" STRUCTURAL EXTERIOR WALL
GYPSUM BOARD
RIGID INSULATION
GYPSUM WALL BOARD
2X12 WOOD STUD DOUBLE TOP PLATE
BATT INSULATION
LAG SCREW
SEALANT BACKER ROD
PLYWOOD SHEATHING
DOUBLE LAYER GYPSUM BOARD
BATT INSULATION
BATT INSULATION 3 4"
GYPSUM BOARD
BUILT UP HEADER FLASHING STEEL SHELF ANGLE BACKER ROD
ROOF TO WALL CONNECTION 1 SCALE: 3/4"= 1'
PARAPET AND WATERPROOFING 2 SCALE: 1"= 1'
3
INTERIOR FLOOR DETAIL SCALE: 1"= 1'
4
2 HOUR FIRE RATED EXTERIOR WALL SCALE: 1"= 1'
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
BATT INSULATION PLYWOOD SHEATHING GYPSUM WALL BOARD SILL PLATE
STUCCO FINISH
WATERPROOFING LAYER HEADER DOUBLE TOP PLATE
PLYWOOD SHEATHING WATERPROOF MEMBRANE
SUSPENDED CEILING
SILL PLATE
TRIPLE GLAZED LOW EMISSION WINDOW JAMB STUCCO FINISH
EXTERIOR WALL BEYOND JAVIER RAMOS javierramos@cpp.edu
CURTAIN WALL GLAZING
STEEL SHELF ANGLE SILL PLATE
GLAZING TRACK
WEST HOLLYWOOD HOUSING PROJECT 1 051 N SPAULDING AVE . WEST HOLLYWOOD, CA 90046
ANCHOR BOLT
3 4"
PLYWOOD SHEATHING
METAL SILL JAMB SHIM SPACE
3 4"
GYPSUM BOARD
BACKER ROD
BACKER ROD SEALANT WEEP HOLES METAL WINDOW FRAME GLAZING TRACK
HEADER ABOVE GLAZING BATT INSULATION
12" CONCRETE SLAB
No.
2X12 WOOD JOIST 24" O.C.
STUD WALL AT HEADER 5 SCALE: 1"= 1'
INTERIOR FLOOR TO STUD WALL 6 SCALE: 3/4"= 1'
BUILT UP HEADER FOR CURTAIN WALL 7 SCALE: 1"= 1'
8
Description
Date
SILL AT BASE SCALE: 1"= 1' STEEL HANDRAIL BEYOND
METAL WINDOW FRAME MASONRY EXTERIOR WINDOW SILL BUILT UP HEADER
WINDOW JAMB STEEL SHELF ANGLE BACKER ROD SEALANT WATERPROOFING LAYER STUCCO FINISH 2X6 WOOD STUDS
INTERIOR EXIT WALL
WOOD TREAD
STEEL HANDRAIL
REINFORCED CONCRETE STAIR
HANDRAIL 1" FROM WALL STRUCTURAL REINFORCEMENT BAR STEEL SUPPORT STRINGER
BACKER ROD
CONCRETE TREAD 11" FLASHING METAL WINDOW FRAME
KEY DETAILS
CONCTRETE STAIR AND RISER 7" OVAL SHAPED GUARDRAIL 2" IN DIAMETER
Project Number
001 5/24/2017
Date Drawn by
JAVIER RAMOS
Checked by
GLAZING DETAIL AND TOP FLOOR 9 SCALE: 1"= 1'
PLAN DETAIL OF FRAMES AT COMMON WALL 10 SCALE: 1-1/2"= 1'
HANDRAIL AT WALL DETAIL 11 SCALE: 1-1/2"= 1'
FIRE EXIT STAIR DETAIL 12 SCALE: 1-1/2"= 1'
CHECKER
A 9.1 SCALE
AS INDICATED
5/24/2017 11:58:03 PM
TRIPLE GLAZED LOW EMISSION GLAZING
A 2.2
2 A 3.1
2
D
B
E
F
G
130' - 0"
100' - 7"
9' - 10"
30' - 0"
30' - 11"
26' - 4"
1
8' - 5"
9' - 8"
8' - 5"
24' - 4"
FD
FD
FD
1
FD
12' - 6"
12' - 6"
FLOOR DRAIN
2
FD
FD
32' - 10"
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA MFOX@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA MSCHULITZ@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
HOFU WU MECHANICAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA HWU@CPP.EDU
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE POMONA, CA ATHUL@CPP.EDU
JAVIER RAMOS javierramos@cpp.edu SUMP PUMP
99' - 6"
90' - 7"
WEST HOLLYWOOD HOUSING PROJECT 1051 N. SPAULDING AVE WEST HOLLYWOOD, CA 90046
3
15' - 10"
4
90' - 5"
2
100' - 0"
FD FD
32' - 3"
5
1
Description
Date
16' - 0"
29' -9"
No.
A 3.1
FLOOR DRAIN
FLOOR DRAIN FD
FD
CYSTERN BELOW
6
FD
FD
16' - 3"
21' - 1"
7
18' -1"
6' - 3"
23' - 10"
6' - 1"
36' - 0"
39' - 10 1/8"
100' - 10"
FOUNDATION PLAN
130' - 0"
A
B
C
D
Project number
F
Date Drawn by
1
Checked by
001 5/17/2017 JAVIER RAMOS CHECKER
A 2.2
1
S 1.1
FOUNDATION PLAN 1/8" = 1'-0" 0'
4'
8'
16'
32' Scale
1/8" = 1'-0"
5/30/2017 4:22:43 PM
A 2.1
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA KADICKSON@CPP.EDU
25' - 10"
2
CONSULTANT: ADDRESS: ADDRESS: PHONE: EMAIL:
JR
40'-0 "
13'-7"
10'-11"
15'-6"
Consultant Address Address Phone Fax e-mail
14'-5 "
2"X12" RIM JOIST (TYP.) 12'-0"
2"X12" DFL JOISTS ATTACHED WITH JOIST HANGERS @ 24" O.C. (TYP.)
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
6"X6" DFL BEAM
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
30'-0 "
1051 N. Spaulding Ave. West Hollywood, CA 90046
PLYWOOD SUBFLOORING
1" 18'-116
No.
CITY OF WEST HOLLYWOOD
Date
Description
12" LOAD BEARING STUD WALL
13'-7"
16'-1"
10'-4"
FRAMING PLAN
40'
01
20 April, 2017 24 X 36 JAVIER RAMOS 00
TWO BEDROOM UNIT - FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
S 2 .1 Scale
JR
2"X12" BUILT UP RIM JOIST (TYP.) 33'-5 5/8" 25'-0"
2"x12" DFL JOIST ATTATCHED WITH JOIST HANGERS @ 24" O.C. (TYP,)
8'-5 5/8"
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
3'-0"
30'-0"
32'-0"
12'-0 1/2"
6"X6" DFL BEAM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
16'-0 1/2"
12" LOAD BEARING STUD WALL
No.
CITY OF WEST HOLLYWOOD
Date
Description
PLYWOOD SUBFLOORING
25'-0"
FRAMING PLAN 01
ONE BEDROOM UNIT- FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
20 April, 2017 24 X 36 JAVIER RAMOS 00
S 2.2 Scale
JR
Consultant Address Address Phone Fax e-mail
12" LOAD BEARING STUD WALL 25'-0"
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
3'-0"
2"X12" BUILT UP RIM JOIST (TYP.)
16'-0"
14'-0"
7'-1 1/2"
PLYWOOD SUBFLOORING
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
2"x12" DFL JOISTATTATCHED WITH JOIST HANGERS @ 24" O.C. (TYP.)
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
CITY OF WEST HOLLYWOOD
Date
Description
6"x6" DFL BEAM (TYP.)
STUDIO UNIT - FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
FRAMING PLAN 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
S 2.3 Scale
JR
WEST HOLLYWOOD MULTI-FAMILY HOUSING
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Description
Date
Scale
01 4/24/2017 24 X 36 JAVIER RAMOS 00
JR
Consultant Address Address Phone Fax e-mail
A 2.2 2
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
A 2.1
1
2
javierramos@cpp.edu A 2.1
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
No.
Date
Description
1 A 2.2
SPOT ELEVATION
MECHANICAL SPECIFICATIONS 01
SITE PLAN 1 3/32" = 1'-0"
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 1.1 0'
4'
8'
16'
32'
Scale
JR
Consultant Address Address Phone Fax e-mail
2 A 3.1
A 2.2 2 130' - 0"
15' - 0"
100' - 6"
15' -- 0" 0 5/16" 15'
15' - 0"
39' - 6"
27' - 0"
0' R
FD
ROOF SLOPE @ 2%
ROOF SLOPE @ 2%
ROOF SLOPE @ 2%
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
15' - 0"
6"
34' - 0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
CONDENSER UNITS CONDENSER UNITS
43' - 5"
45' - 0"
ROOF SLOPE @ 2% ROOF SLOPE @ 2%
Javier Ramos
javierramos@cpp.edu A 2.1
2
ROOF SLOPE @ 2%
1
WEST HOLLYWOOD MULTI FAMILY HOUSING
A 2.1
1051 N. Spaulding Ave. West Hollywood, CA 90046
100' - 0"
CITY OF WEST HOLLYWOOD
58' - 0"
21' - 2"
89' - 6"
100' - 0"
CONDENSER UNITS
No.
Date
Description
1
24' - 4"
52' - 3"
A 3.1
5' - 0"
ROOF SLOPE @ 2%
15' - 0"
1' - 0"
32' - 0"
1' - 0"
39' - 6"
50' - 0"
130' - 0"
27' - 0"
15' - 0"
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
1 A 2.2
MECHANICAL SPECIFICATIONS
WALL LEGEND 1/4" = 1'-0"
BUILDING PLAN - ROOF 1 1/8" = 1'-0" 0'
4'
8'
16'
01
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 1.2
32'
Scale
JR
METAL PARAPET CAP 2"X4" WOOD BLOCKING
CANT STRIP ROOFING MEMBRANE RIGID INSULATION 2"X12" WOOD JOISTS (2' O.F.) ALUMINUM FRAME
Roof 30' - 0"
TRIPLE GLAZED GLASS DOUBLE TOP PLATE BATT INSULATION STUCCO PLASTER
Level 3 20' - 0"
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
AIRSPACE GYPSUM BOARD PLYWOOD SHEATHING SEALANT
WEST HOLLYWOOD MULTI FAMILY HOUSING
Level 2
1051 N. Spaulding Ave. West Hollywood, CA 90046
10' - 0"
No.
CITY OF WEST HOLLYWOOD
Date
Description
BACKLAGGING DRAINAGE BLANKET SOLE PLATE
DROP PANEL
Level 1 0' - 0"
Parking -10' - 0"
MECHANICAL SPECIFICATIONS
A-E 1.3 Scale
01
4/24/2017 24 X 36 JAVIER RAMOS 00
ARC 332: Environmental Controls Prof. Hofu Wu, Arch.D, FAIA
ARCHITECTURE POMONA California State Polytechnic University
Heating and Cooling Loads Calculation Project Title:
Prepared by:
Location:
Date:
Heating Load Calculation -
Area(SF) 1,200
Walls
696
x x
Glass
x
Slab on Grade
140 200
(LF) x
(
Doors
(
0.33
x
Delta T 37
x x
1.08 1.41
x
)
x
Area(SF)
Solar Transmission: Glass ( ) Glass ( ) Glass ( ) Glass ( W)
Area(SF)
1,200 212 212 136 136
136
Outside Air: Infiltration or Mech.Vent. Internal Heat Gain: Light Equipment People
200
x x x x x x x
0.22
x x x x x
DCLF
0.026 0.026 0.026 0.026
2664
.
686
x
37
2,347.65
DETD 50 16.3 16.3 16.3 16.3
11
(no.) x
Total Latent Heat Gain
= BTUH
200
(latent heat)
13,200 90 90 58 58
0.61+0.68+0.62+5.5+1.01+0.17+0.15 = 8.74 (47.97 X 0.85)+(8.74 X 0.15) = 42.11
. . . . . . . . . .
2,200
. .
3,060 1,020 1,000
. . .
U-VALUE = 1/44.505 = 0.023 WALL AREAS (N) WALL = 212 SQ FT (S) WALL = 212 SQ FT (E) WALL = 136 SQ FT (W) WALL = 136 SQ FT TOTAL WALL AREA = 696 SQ FT MATERIALS: EXTERIOR AIR FILM = 0.70 DOUBLE GLAZED LOW-E GLASS = 0.33 12" BATT INSULATION = 37.2 2X6 STUD = 5.5 1/2" PLYWOOD = 0.62 1/2" GYPSUM BOARD = 0.45 3/4" AIRSPACE W/O FOIL = 1.01 1/2 GYPSUM PLASTER = 0.45 TEAK WOOD SIDING = 1.3
18,984.32 BTU/H
.
SUM OF R-VALUES =
800
.
0.68+0.33+37.2+0.62+1.01+0.45+3.12+1.3 = 44.71
800
.
0.68+0.33+5.5+0.62+0.45+1.01+3.12+1.3 = 13.01
Sensible Heat Ratio (SHR) = (Tot. Sensible Heat Gain) / (Tot. Sen. Heat Gain + Tot. Latent Heat Gain) = TOTAL COOLING LOAD (Sensible + Latent)
.
.
14.008 (infil. factor.) (vent.factor.)
.
Outdoor Design Condition = 98.3
.
750 (watts) x 3.4 x (1.20 Ballast Factor) 3,840 (watts) x 3.4 70 4 (no.) x (sensible heat)
4
.
16,198 BTU/H
Total Sensible Heat Gain People
.
37
0.103
(SF) x (CFM) x
0.61+0.68+0.62+1.01+37.2+0.17+0.15 = 40.97
37
.
x
x x x x x x
.
670 62.16
x
.
37
x
U-Value
DOUBLE GLAZED LOW EMISSION GLASS TOTAL WINDOW AREA = 240 SQ FT TOTAL U-VALUE = 0.33
1/2" PLYWOOD = 0.68 1/2" GYPSUM BOARD = 0.45 12" BATT INSULATION = 37.2 3/4" AIRSPACE W/O FOIL = 1.01 2X6" WOOD STUD = 5.5 EXTERIOR RESISTANCE = 0.17 ASPHALT ROLL ROOFIING = 0.15 INTERIOR AIR FILM = 0.61 SUM OF R-VALUES =
.
Indoor Design Condition = 72
Item Transmission: Roof ( ) Roof ( ) Wall ( N ) Wall ( S ) Wall ( E) Wall ( W)
Outdoor Design Temp. = 41.5 Degrees = BTUH 9,768
TOTAL HEATING LOAD Cooling Load Calculation -
ROOF (R-VALUES) TOTAL ROOF AREA ( STUDIO UNIT) = 1,200 SQ FT
37
1.2 (F2) x
(CFM) x
45
)
x
0.026
x
240
Infiltration
U-Value 0.22
WINDOW:
MATERIAL:
Indoor Design Temp. = 72 Degrees
Item
U-VALUES
19,784.32
0.96 BTUH
FLOOR: 2X12" WOOD JOIST = 0.33 BATT INSULATION = 37.2 1/2" GYPSUM BOARD = 0.45 1/2" PLYWOOD = 0.62 PARTICLEBOARD = 1.31 SUM OF R-VALUES 0.33+37.2+0.45+0.62+1.31 = 39.91 0.33+0.45+0.62+1.31 = 2.71 42.41 + 5.21 = 42.62 1/42.62 = 0.023 CFM = V/16 30' X 40' X 10' = 12,000 12,000/60 = INFILTRATION = 200 CFM
JR
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
HEATING LOAD CFM = Qcl/(1.08XDeltaT) CFM = 19,784 BTU/h/ (1.08 X50) USE 400 CFM COOLING LOAD CFM = Qcl/(1.08XDeltaT) CFM: 19,784/(1.08X20) USE 900 CFM CONVERSION TO TON 1 TON = 12,000 BTU/h 21,676 BTUhX1.2/12,000BTU/h = 2 TONS
CITY OF WEST HOLLYWOOD
No.
(42.04 X 0.85)+(9.72 X 0.15) = 74.2
Date
Description
MECHANICAL SPECIFICATIONS
U-VALUE = 1/74.2 = 0.013
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
A-E 1.4 Scale
01
4/24/2017 24 X 36 JAVIER RAMOS 00
JR
Physical Data Model No. Nominal Tonnage Valve Connections
RA1618A 1.5
Liquid Line O.D. – in. Suction Line O.D. – in. Refrigerant (R410A) furnished oz.¹ Compressor Type Outdoor Coil Net face area – Outer Coil Net face area – Inner Coil Tube diameter – in. Number of rows Fins per inch Outdoor Fan Diameter – in. Number of blades Motor hp CFM RPM watts Shipping weight – lbs. Operating weight – lbs.
PHYSICAL DATA RA1624A RA1630A 2.0 2.5
3/8 3/4 82
3/8 3/4 87
3/8 3/4 113
RA1636B 3.0
RA1642A 3.5
RA1648A 4.0
RA1660A 5.0
3/8 3/4 108 Scroll
3/8 7/8 150
3/8 7/8 174
3/8 7/8 201
12.1 — 3/8 1 22
14.8 — 3/8 1 22
16.2 — 3/8 1 22
17.29 — 3/8 1 22
24.2 — 3/8 1 22
28.3 — 3/8 1 22
32.3 — 3/8 1 22
20 3 1/8 2405 1095 155 147 140
24 2 1/6 2850 851 147 149 142
26 3 1/5 3915 710 102 159 152
24 3 1/6 3300 825 167 199 192
26 3 1/3 4450 829 193 212 205
26 3 1/3 4660 828 198 232 225
26 3 1/3 4775 795 239 247 240
Consultant Address Address Phone Fax e-mail
Electrical Data Line Voltage Data (Volts-Phase-Hz)
208/230-1-60 208/230-1-60
Maximum overcurrent protection (amps)² Minimum circuit ampacity³ Compressor Rated load amps Locked rotor amps Condenser Fan Motor Full load amps Locked rotor amps Line Voltage Data (Volts-Phase-Hz) Maximum overcurrent protection (amps)² Minimum circuit ampacity³ Compressor Rated load amps Locked rotor amps Condenser Fan Motor Full load amps Locked rotor amps
208/230-1-60
208/230-1-60
208/230-1-60
208/230-1-60
208/230-1-60
20 12
20 14
30 18
35 21
40 25
40 25
50 34
9 47.5
10.3 61.6
12.8 67.3
15.4 83.9
16.7 109
17 123.9
23.7 152.5
0.7 1.3 — — —
0.6 1.5 — — —
1.4 2.3 — — —
0.8 1.5 208/230-3-60 20 14
3.5 — 208/230-3-60 25 18
5.3 2.3 208/230-3-60 30 21
3.5 — 208/230-3-60 35 24
— —
— —
— —
10.4 73
11.2 88
13.6 83.1
15.9 110
— —
— —
— —
0.8 1.5
3.5 —
3.5 2.3
3.5 —
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
Accessories Model No. Compressor crankcase heater* Low ambient control Freeze Stat Compressor sound cover Compressor hard start kit
RA1618
RA1624
RA1630
RA1636
RA1642
RA1648
RA1660
44-17402-44
44-17402-44
44-17402-44
44-17402-44
44-17402-45
44-17402-45
44-17402-45
RXAD-A08
RXAD-A08
RXAD-A08
RXAD-A08
RXAD-A08
RXAD-A08
RXAD-A08
50313
50313
50313
50313
50313
50313
50313
68-23427-26
68-23427-26
68-23427-26
68-23427-26
68-23427-25
68-23427-25
68-23427-25
SK-A1
SK-A1
SK-A1
SK-A1
SK-A1
SK-A1
SK-A1
Low pressure control
RXAC-A07
RXAC-A07
RXAC-A07
RXAC-A07
RXAC-A07
RXAC-A07
RXAC-A07
High pressure control
RXAB-A07
RXAB-A07
RXAB-A07
RXAB-A07
RXAB-A07
RXAB-A07
RXAB-A07
Heat pump Riser 6 in. 8 Liquid Line Solenoid (24 VAC, 50/60 Hz)
686020
686020
686020
686020
686020
686020
686020
200RD2T3TVLC
200RD2T3TVLC
200RD2T3TVLC
200RD2T3TVLC
200RD2T3TVLC
200RD3T3TVLC
200RD3T3TVLC
61-AMG24V
61-AMG24V
Solenoid Valve Solenoid Coil
Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC Liquid Line Solenoid (120/240 VAC, 50/60 Hz) Solenoid Coil 61-AMG120/240V 61-AMG120/240V Classic Top Cap w/Label
91-101123-21
91-101123-21
61-AMG24V
61-AMG24V
61-AMG24V
61-AMG24V
61-AMG24V
200RD2T3TVLC
200RD2T3TVLC
200RD2T3TVLC
200RD3T3TVLC
200RD3T3TVLC
61-AMG120/240V
61-AMG120/240V
61-AMG120/240V
61-AMG120/240V
61-AMG120/240V
91-101123-21
91-101123-21
91-101123-21
91-101123-21
91-101123-21
No.
Date
Description
*Crankcase Heater recommended with Low Ambient Kit.
Weighted Sound Power Level (dBA) Unit Size - Voltage, Series
Standard Rating (dBA)
RA1618A RA1624A RA1630A RA1636B RA1642A RA1648A RA1660A
76.6 75.5 74.3 75 70.7 74.3 74.6
125
TYPICAL OCTAVE BAND SPECTRUM (dBA without tone adjustment) 250 500 1000 2000 4000
8000
53.4 49.9 48.4 51.6 47.5 51.2 50.1
60 58.4 57.4 58.7 51 56.1 55.1
52.6 50.8 51.5 55.7 50.4 52.6 56.4
65.7 61.4 62.6 63.1 60.2 64.5 65.6
66.3 64.1 64.5 66.1 60.7 65.6 64.8
64.2 61.6 61.5 62.3 59.7 60.7 63.2
58.8 57.3 56.5 59 53.6 56.6 57.4
MECHANICAL SPECIFICATIONS
A-E 1.5
NOTE: Tested in accordance with AHRI Standard 270-08 (not listed in AHRI) Scale
01
4/24/2017 24 X 36 JAVIER RAMOS 00
MECHANICAL SCHEDULE SYMBOL 1
TYPE DIFFUSER
QUANTITY 6
2
RETURN
2
3
AIR HANDLER UNIT
1
4
DROP CEILING
JR
DIFFUSER SPECS
CFM
TONS
200-400
2
D1
BEDROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D2
BATHROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D3
BEDROOM DIFFUSER @ 200 CFM (TITUS OMNI 12” X 12”)
D4
KITCHEN DIFFUSER @ 400 CFM (TITUS OMNI 12” X 12”)
D5
LIVING ROOM DIFFUSER @ 400 CFM (TITUS OMNI 12” X 12”)
200 CFM
200 CFM
Consultant Address Address Phone Fax e-mail
400 CFM HOOD VENT
BEDROOM
BEDROOM
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
KITCHEN
javierramos@cpp.edu
PATIO
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
RETURN
BATHROOM
LIVING ROOM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
No.
CITY OF WEST HOLLYWOOD
Date
Description
BATHROOM FAN
FAN 200 CFM
400 CFM 200 CFM
MECHANICAL SPECIFICATIONS
AHU UNIT
MECHANICAL PLAN 1 1/4" = 1'-0"
A-E 1.6 Scale
01
4/24/2017 24 X 36 JAVIER RAMOS 00
JR
Consultant Address Address Phone Fax e-mail
IDEAL SCHEME FOR 2 BEDROOM RESIDENTIAL UNIT.
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
No.
Date
Description
MECHANICAL SPECIFICATIONS 01
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 1.7 Scale
GENERAL NOTE
JR
SPECIFIC NOTE
Consultant Address Address Phone Fax e-mail
D
BEDROOM
BEDROOM
KITCHEN PATIO D
D
D D D
D
D
BATHROOM
BATHROOM
LIVING ROOM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
TV
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1
1051 N. Spaulding Ave. West Hollywood, CA 90046
ELECTRICAL LIGHTING PLAN 1/4" = 1'-0"
CLIENT:
CITY OF WEST HOLLYWOOD
'
No.
0'
LIGHTING SCHEDULE SYMBOL
TYPE
LUMINAIRE MODEL
QUANTITY
WATTS
RECESSED DOWNLIGHT
MAXLITE LED DOWNLIGHTS RF614ICAT30W
11
14
154
DOWNLIGHT
MAXLITE LED RETROFIT RR-409U-30W
UNDERCABINET WAC LED PRO AC-LIGHT BARS BA-ACLED8-927 LIGHT
13
4'
8'
16
ELECTRICAL SYMBOL
TOTAL WATTS
3
2'
Date
Description
39
LUMEN
CRI
CCT
900
95
3000
680
90
3000
S3
3-WAY SWITCH
EFFICACY
HIGH EFFICACY
S
SINGLE SWITCH
64
Y
SD
DIMMER SWITCH
SVS
SINGLE SWITCH WITH VACANCY SENSOR
85
Y
WP
SPECIFIED AREA - KITCHEN
DROP CEILING
WATERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET 110 CONV ARC FAULT CIRCUIT INTERRUPTED DUPLEX OUTLET
3
5.5
16.5
250
90
3000
45
Y
MODEM TELEPHONE
WALL MOUNTED MAXLITE WALL SCONCE FIXTURE LIGHT ML9LA17LCNBNI927
5
PENDENT LIGHT VONN PERSEUS VMP21723
4
20 27
100 108
1500 2400
90 95
2700 3000K
76.5 89
Y Y
TV
TITLE:
ELECTRICAL SPECS
CABLE
01
Job # S
SMOKE DETECTOR
C
CO2 SENSOR
Date: Size: Drawn by
DB
DOORBELL
Revision #
ELECTRICAL WIRE
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 2.1 Scale
GENERAL NOTE
JR
SPECIFIC NOTE
DESIGN CONCEPT The lighting system is designed in the layers ambient light, task light, and accent light.
D
AMBIENT LIGHT Recessed lights are used as the main light sources. Recessed lights are evenly distributed over the unit.
BEDROOM
BEDROOM
KITCHEN PATIO D
D
D D D
D
D
BATHROOM
BATHROOM
LIVING ROOM
TASK LIGHT Task lights are selected for its kitchen, vanity lights for powder room and bathroom, and pandent light for dining area. ACCENT LIGHT Track lights are used as the main light sources, and those
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
ELECTRICAL LIGHTING PLAN 1/4" = 1'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
CLIENT:
TV
1
Consultant Address Address Phone Fax e-mail
CITY OF WEST HOLLYWOOD
Date
Description
AMBIENT LIGHT
TASK LIGHT
ACCENT LIGHT
TITLE:
ELECTRICAL SPECS 01
Job # Date: Size: Drawn by Revision #
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 2.2 Scale
GENERAL NOTE
JR
SPECIFIC NOTE
DESIGN CONCEPT The lighting system is designed in the layers ambient light, task light, and accent light. AMBIENT LIGHT Recessed lights are used as the main light sources. Recessed lights are evenly distributed over the unit. D
TASK LIGHT Task lights are selected for its
BEDROOM
BEDROOM
KITCHEN PATIO D
D
D
kitchen, vanity lights for powder room and bathroom, and pandent light for dining area.
D
ACCENT LIGHT Track lights are used as the main light sources, and those D
D
D
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046 CLIENT:
BATHROOM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
CITY OF WEST HOLLYWOOD
BATHROOM
LIVING ROOM TV
AMBIENT LIGHT 1
No.
Date
Description
ELECTRICAL LIGHTING PLAN 1/4" = 1'-0"
TASK LIGHT
ACCENT LIGHT
TITLE:
ELECTRICAL SPECS 01
Job # Date: Size: Drawn by Revision #
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 2.3 Scale
GENERAL NOTE
RECESSED DOWNLIGHTS
DOWNLIGHTING
6� New Construc tion a nd Rem od el LED Dow nlig ht Fixtures Ma xLite’ s LED d ow nlig hts a re g rea t energ y effic ient solutions for rec essed lig hting a p p lic a tions. The new c onstruc tion a nd rem od el fixtures ha ve b een eng ineered to ma ke insta lla tion in g rid c eiling s a nd d ry wa ll c eiling s a sna p . Ea c h rec essed fixture is sup p lied w ith a p erforma nc e-lea d ing LED m od ule a nd w hite trim ring tha t insta lls flush to the c eiling . A hig h p erforma nc e LED a rra y em its ind ustry lea d ing lum en outp ut, hig h CRI (85), a nd still d elivers extend ed lifetim e in exc ess of a 50,000 L70 m ea surem ent.
PROJECT NAME:_____________________________ CATALOG NUMBER:__________________________ NOTES:______________________________________FIXTURE SCHEDULE:_________________________ Page: 1 of 2
PRODUCT DESCRIPTION:
PROJECT NAME
5IF 3FUSPmU -&% NPEVMF XJUI BO PQUJPOBM & NFEJVN TDSFX CBTF IBT CFFO DMBTTJmFE GPS VTF XJUI NPTU IPVTJOHT PO UIF NBSLFU including IC/airtight and non-IC incandescent recessed housings. $POTUSVDUFE XJUI IJHI FGmDBDZ -&%T XJUI BO JOUFHBUFE ESJWFS UIF SFUPmU LJUT GFBUVSF BO PQUJDBM EJGGVTFS UIBU produces high lumen transmission and even illumination. The mYUVSFT BSF TVJUBCMF GPS EBNQ MPDBUJPOT
4� & 6� LED DOWNLIGHT RETROFIT FIXTURE
CATALOG NUMBER
RR-U SERIES NOTES
FEATURES:
FIXTURE TYPE
• • • • • • •
FEATURES: • • • • •
• • • • • •
JR
Fully d im ma b le d ow n to 10 p erc ent Hig h lum en tra nsm ission a nd d iffusing for even illum ina tion CRI: >85 Suita b le for d ry a nd wet loc a tions Airtig ht ra ted — m eets a irtig ht req uirem ents for 2.0 CFM or less a ir lea ka g e Ra ted for d irec t insula tion c onta c t Sup p lied w ith interna l therma l p rotec tion Universa l volta g e 120-277 volt Power fa c tor: >.9 Bea m a ng le: 90 d eg ree Ava ila b le in 3000K a nd 5000K
120-277V universal power supply High lumen transmission and diffusing for even illumination 8IJUF mOJTI TUBOEBSE 10-100% Triac dimmable at 120V only Suitable for damp locations Supplied with E26 base adapter L70 lumen maintenance of 50,000 hours
CONSTRUCTION:
• Durable die-casting aluminum heat sink with integrated trim in one piece • Module construction includes LEDs, heat sink, lens and CBGnF USJN • Impact-resistant plastic lens • Fits most recessed cans with torsion spring (‘C’ Shaped) bracketsâ€? RF614ICAT30W
SPECIFIC NOTE
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046 CLIENT:
CITY OF WEST HOLLYWOOD
DIMMERS BRAND
CONSTRUCTION:
AYLV-600P
• New c onstruc tion housing inc lud es 13� ha ng er b a rs, sup p lied w ith p re-insta lled na ils: just ha m m er a nd g o • Im p a c t-resista nt p la stic lens • Housing a nd trim a re g a sketed to ma xim ize b uild ing energ y effic ienc y • Ha ng er b a rs fea ture notc hes for ea sy insta lla tion to g rid c eiling s, w hic h c a n b e sec ured using w ire or sc rew s • Rem od el housing inc lud es three p ush out m ounting c lip s for ea sy insta lla tion • Rec essed housing is a lum inum ; new c onstruc tion fra m e is steel
Date
Description
TG-600PH S-600PR-WH
RFR614ICAT30W
Leviton
MODEL SELECTION (Full list of order codes on pg. 3)
COMPLIANT
Order Number
Model Number
Lumens
CRI
L70 Lifetime (Hours)
Fixture Dimensions (W� x H� x L� )
CCT
14
71781
RF614ICAT30W
900
95
35,000
7.6 x 7.5 x 10.4
3000
14
71783
RF614ICAT50W
1000
95
35,000
7.6 x 7.5 x 10.4
5000
14
71787
RFR614ICAT30W
900
95
35,000
6.1 x 7.5 x 12.8
3000
14
71789
RFR614ICAT50W
1000
95
35,000
6.1 x 7.5 x 12.8
5000
RR=
RR
-
FAMILY
-
3FTJEFOUJBM 3FUSPmU
-
IPL06
Typical order example: RR-613U-30W
SIZE 4= 6=
4� 6�
WATTAGE 09= 13=
9W 13W
U
-
VOLTAGE
-
U=
120277V
-
W CTT 30= 40= 50=
3000K 4000K 5000K
TRIM COLOR W=
White
TITLE:
MAX12208
Watts
ELECTRICAL SPECS 01
Job #
Lighting layouts and spacing criteria available upon request
MaxLiteÂŽ: 1-800-555-5629 | Fax: 973-244-7333 | Web: www.maxlite.com | E-mail: info@maxlite.com
No.
DV-600P
Lutron
Ro H S
Luminaire Ordering Information:
MODEL
MAX16102
Revised: 04-28-16
Phone: 1-800-555-5629 | Fax: 973-244-7333 | Web: www.maxlite.com | E-mail: info@maxlite.com Revised: 01-17-17
Date: Size: Drawn by Revision #
4/24/2017 24 X 36 JAVIER RAMOS 00
A-E 2.4 Scale
GENERAL NOTE
VANITY LIGHT
UNDERCABINET LIGHTING
PROJECT NAME:_____________________________ CATALOG NUMBER:__________________________
LED me
NOTES:______________________________________FIXTURE SCHEDULE:_________________________
BA-ACLED
Page: 1 of 1
PRODUCT DES Fixture Type:
ML8LS20RBNIP
F E ATUR ES : 90 CRI 20W Replaces 75W Dimmable T24 Compliance
1"
8" to 30"
Project: 2w"
CO NS TRUCT IONS:
Location:
PRODUCT DESCRIPTION
Steel Construction
CO NTRO L:
FIXTURE PERFORMANCE
Bringing out the best in bold, eye-catching residential, retail and commercial displays, LEDme® PRO AC-LED Light Bars are ideal for counters and cabinets. perishables and color sensitive apparel, artwork and collectibles. FEATURES High CRI 90+ Does not require any driver or transformer
Each light bar includes one "I" connector Free of projected heat, UV and IR radiation 90,000 hour rated life 5 year WAC Lighting product warranty
Model # BA-ACLED8-927 BA-ACLED8-930 BA-ACLED12-927 BA-ACLED12-930 BA-ACLED18-927 BA-ACLED18-930 BA-ACLED24-927 BA-ACLED24-930 BA-ACLED30-927* BA-ACLED30-930* * Not Title 24 compliant
Color Temp
Power
Lumens
2700K 3000K 2700K 3000K 2700K 3000K 2700K 3000K 2700K 3000K
5.5W 5.5W 8W 8W 10W 10W 15W 15W 17W 17W
250 255 360 365 445 450 700 705 765 785
DIMME R L IS T
45 Lm/W 46 Lm/W 45 Lm/W 46 Lm/W 45 Lm/W 45 Lm/W 47 Lm/W 47 Lm/W 45 Lm/W 46 Lm/W
ORD E R IN G*:
Supplies power in any application.
Extruded aluminum body with polycarbonate lens.
Power:
Direct 120VAC 60Hz input.
Light Source:
2700K or 3000K AC LEDs. CRI: 90.
Dimming:
May be dimmed down to 10% with electronic low voltage (ELV) dimmer. Compatible with LUTRON DVELV-300, SELV-300 Electronic Low Voltage dimmer
"I" connector
Abrasion resistant Bronze (BZ), Brushed Aluminum (AL) and White (WT) powder coat.
Standards:
Title 24 CEC Compliant. ETL & cETL Listed.
BZ
Finish
ELV (TE)
SCL-153P
LUTRON
T RIAC (LE) I NCAN
CTCL-153P
LUTRON
TRIAC (LE) I NCAN
6633-P
L EVITON
TRIAC (LE) I NCAN
TGCL-153P-WH
L UTRON
TRIAC (LE) I NCAN
AWSMG-MA
L EVITON
MLV (LE) I NCAN
NTFTU-5A-277
LUTRON
TRIAC (LE) I NCAN
AWSMG-EA
L EVITON
ELV (TE)
77654
ML8LS20RBNIP
20W
1500
2700K
Consultant Address Address Phone Fax e-mail
Interconnection for seamless end to end transitions. One included with each light bar.
S P E C IF ICAT ION
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
DE TA ILS
Spacing Criteria
Contact MaxLite for Installation Criteria
Color Temperature (CCT) GENE RA L P E RFORMA NC E
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
ML 8LS 20RB NI P
S P E C IF ICAT IONS :
2700K
Delivered Lumens
No.
Date
Description
1500 Lm
Interconnect cable 12" 24" 36"
Links two light bars using a single power connection.
Dimming
Dimmable
Input Voltage
120-277V, 50-60 Hz
Driver Input Current (mA) 20W
Dimensions (L x W x H)
AL
24.25”L x 6”W x 4.25” D
Weight
WT PHY SI CA L
Bronze Brushed Aluminum White
4.85 LBS
Housing
Steel
Lens
Plastic Lens
Mounting
Verticle and Horizontal. Mount directly to J-Box -4°F-122°F (-20 °C-50°C) FCC, UL, ES
– C E RT IF ICAT ION
Example: WAC Lighting www.waclighting.com Phone (800) 526.2588 • Fax (800) 526.2585
LUTRON
CCT
Operating Temperature
–
TRIAC (LE) I NCAN
SELV-300P
L UM ENS
FINISHES
ORDER NUMBER
BA-ACLED
TRIAC (LE) I NCAN
LUTRON
WATTAG E
Power Consumption
BA-ACLED
L UTRON
S-600P
MOD EL
E LE CTR ICA L
BZ 927 2700K AL 930 3000K WT
MACL-153M
ORD E R COD E
IT E M
Finish:
Color Temp
DIMME R TYP E
SPECIFIC NOTE
CLIENT:
SPECIFICATIONS
Length 8 8" 12 12" 18 18" 24 24" 30 30"
MA NUFACTUR E
ACCESSORIES 6' power cord
Construction:
Model#
CR IPT ION:
20W, 2 ft LED Vanity Bar with white plastic diffuser and satin nickle trim
Catalog Number:
• • • • • • • • •
JR
Headquarters/Eastern Distribution Center 44 Harbor Park Drive • Port Washington, NY 11050 Phone (516) 515.5000 • Fax (516) 515.5050
Environment LED Class
LM-80, ISTMT21
Warranty
5 years Limited Warranty
Western Distribution Center 1750 Archibald Avenue • Ontario, CA 91760 Phone (800) 526.2588 • Fax (800) 526.2585
WAC Lighting retains the right to modify the design of our products at any time as part of the company's continuous improvement program. NOV 2016
TITLE:
Suitable for damp, install using only Class 2 power supply
ELECTRICAL SPECS Date: Size: Drawn by
Phone: 1-800-555-5629 |
Fax: 973-244-7333 |
Web : www.maxlite.com |
E-mail: info@maxlite.com
01
Job #
MAX16005 Revised: 02-25-16
Revision #
4/24/2017 24 X 36 Javier Ramos 00
A-E 2.5 Scale
GENERAL NOTE
METALLIC FINISH DIMMERS
WALL MOUNT LIGHTING
Architectural wallplate opening
PROJECT NAME:_____________________________ CATALOG NUMBER:__________________________
Vareo dimmers and switches ®
2.75 in (70 mm) Product family features
NOTES:______________________________________FIXTURE SCHEDULE:_________________________ Page: 1 of 1
4.56 in (116 mm) .30 in (7.6 mm) profile
Shown actual size: Vareo dimmer in Black (BL) with 1-gang Architectural wallplate in Satin Chrome (SC).
TRIAC (LE) INCAN
S-600P
LUTRON
SELV-300P
LUTRON
ELV (TE)
SCL-153P
LUTRON
TRIAC (LE) INCAN
CTCL-153P
LUTRON
TRIAC (LE) INCAN
6633-P
LEVITON
TRIAC (LE) INCAN
TGCL-153P-WH
LUTRON
TRIAC (LE) INCAN
AWSMG-MA
LEVITON
MLV (LE) INCAN
NTFTU-5A-277
LUTRON
TRIAC (LE) INCAN
AWSMG-EA
LEVITON
ELV (TE)
LUMENS
77655
ML9LA17LCNBNI927
17W
1500
77656
ML9LA23LCNBNI927
23W
2075
ML9LA17LCNBNI927
2700K
Spacing Criteria
Contact MaxLite for Installation Criteria 2700K
Dimensions (L x W x H) Weight PHYSICAL
Housing Lens Mounting Operating Temperature
CERTIFICATION
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Magnetic low-voltage lighting
www.lutron.com | 1.800.523.9466 |
20
PENDANT LIGHTING
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
85 Lm/w
>50,000 Hrs 120-277V, 50-60 Hz .142/ .061 mA max.
.192/ .083 mA max
17W
23W
13.375”L x 7.875”W x 3” D
16.5”L x 9.8”H x 3.5”D
2.8 lbs
4 lbs Metal Art Glass Mount directly to J-Box -4°F-113°F (-20°C-45°C)
TITLE:
FCC , UL, ES
Environment
Suitable for damp, install using only Class 2 power supply
Warranty
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
2075 Lm/w
$FSUJmDBUJPO
LED Class
Incandescent/halogen lighting
Consultant Address Address Phone Fax e-mail
Dimmable
Input Voltage
Power Consumption
Direct load type compatibility
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
ML9LA23LCNBNI927 DETAILS
Driver Input Current (mA)
Single-pole (one location)
CLIENT:
SPECIFICATION
Lumen Maintenance (L70)
ELECTRICAL
Control types
CCT
3OHDVH FRQWDFW \RXU 0D[/LWH UHSUHVHQWDWLYH WR RUGHU SURGXFWV WKDW GRQ·W KDYH RUGHU FRGHV OLVWHG KHUH
88 lm/W
Custom engraving and custom coloring available for wallplates, see pg. 155
DIMMER TYPE TRIAC (LE) INCAN
WATTAGE
&GmDBDZ MN 8
Coordinating wallplate included with Architectural matte finish controls, metal wallplates only available separately
Electronic low-voltage lighting
LUTRON
Dimming
100% factory tested
Neon/cold cathode lighting
MANUFACTURE
MODEL
1550 Lm
Mechanical air-gap to disconnect load power
t
Load types requiring load interface
MACL-153M
ORDER CODE
Delivered Lumens
Consultant Address Address Phone Fax e-mail
Voltage compensation maintains stable light levels, despite line voltage variations
t
t
SPECIFIC NOTE
Use “no fins broken” wallplates for full wattage capacity in multi-gang applications
Lighting load interfaces may be applicable for some additional load type, voltage and capacity combinations. For additional information, see pg. 174.
DIMMER LIST
GENERAL PERFORMANCE
Sophisticated thin profile
Fluorescent lighting
t Steel
Color Temperature (CCT)
t
LED lighting
CONSTRUCTIONS:
ITEM
Slide adjusts light to suit any activity
Multi-location switching only (up to ten locations)
t 90 CRI t 17W replaces a 60W incandescent t 23W replaces a 100W incandescent
SPECIFICATIONS:
Tapswitch returns light to slider position
t
t
FEATURES:
ORDERING*:
Exclusive dimmer/switch size opening
t
t
Wall Sconce, Contemporary brushed nickel glass >90 CRI 2700K
ML9LA23LCNBNI927
t
t
PRODUCT DESCRIPTION:
ML9LA17LCNBNI927
JR
LM-80, ISTMT21
01
Job # Date:
5 years Limited Warranty
Phone: 1-800-555-5629 | Fax: 973-244-7333 | Web: www.maxlite.com | E-mail: info@maxlite.com
ELECTRICAL SPECS Size:
MAX16006 Revised: 02-25-16
Drawn by Revision #
4/24/2017 24 X 36 Javier Ramos 00
A-E 2.6 Scale
SELECTED AREA UNIT C - 2 BEDROOM UNIT WITH AND ADJACENT 1 BEDROOM UNIT
JR
2 A 3.1
A 2.2 2 130' - 0"
15' - 0"
24' - 7"
9' - 1"
40' - 0"
14' - 1"
11' - 10"
15' - 0"
Consultant Address Address Phone Fax e-mail
2 A 7.2 24' - 7"
15' - 0"
13' - 4"
1 14' - 10" A 5.3
15' - 3"
10' - 11"
11' - 7"
15' - 0"
5' - 0"
ADJACENTUNIT
9' - 1"
PATIO
102.4
102.5
KITCHEN
BEDROOM
BEDROOM
101.2
101.1
15
A 7.2
UP
12
18 FD
FD
7
19
12' - 4"
BEDROOM
BATHROOM
102.1
102.2
12
BATHROOM
13
101.4
16
43' - 4"
20
BATHROOM
101.3
8 14' - 10"
101.5
REF.
1
8' - 6"
103.2
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
12
12
104.2
104.1
CITY OF WEST HOLLYWOOD
25 8' - 4 1/2"
9' - 2"
BATHROOM
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
12' - 0"
COURTYARD AREA
STUDIO
A 2.1
100' - 2"
10' - 5"
BATHROOM
6' - 11"
Consultant Address Address Phone Fax e-mail
9
103.1
16' - 0"
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
22
STUDIO
100' - 0"
Consultant Address Address Phone Fax e-mail
23
16' - 0"
5' - 7"
1
REF.
14
9
2
101.7 154 SF
173 SF
102.3
LIVING ROOM
A 2.1
PATIO
101.6
19' - 11"
1' - 5 5/32" 10' - 10"
KITCHEN
6' - 6"
31' - 0 1/4"
17
21 LIVING ROOM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
24
REF.
11 7' - 2"
STORAGE UNIT
10
17
26
REC ROOM FD
105.1
FD
106.1
17
20 % SLOPE
10 % SLOPE
9
5' - 1"
5' - 0"
15' - 9 "
10' -8"
8
19' - 6"
13' - 11 3/16"
14' - 5"
9' - 10"
6' - 7"
22' - 7"
16' - 5"
8' - 6"
54' - 2"
18' - 2"
5' - 0"
105.2
7' - 7 1/2"
15' - 0"
10' - 1"
130' - 0"
1
W1
12' EXTERIOR CMU WALL
W1
12' REINFORCED CONCRETE WALL
W2
12 " EXTERIOR STRUCTURAL PLASTER WALL
W3
6" INTERIOR PARTION WALL
W4
6" PLUMBING WALL
W5
GLASS CURTAIN WALL
ACOUSTICAL SPECS 01
5/8/2017 24 X 36
A 2.2
WALL LEGEND 1/4" = 1'-0" 1
Date
Description
15
BATHROOM
12' - 4 1/2"
No.
12' - 10"
106.2
STUDIO
13' - 6"
1 3 A 0.6 5.5
9' - 2 "
16' - 5"
A 3.1
25
46' - 8"
REF. 1
BUILDING PLAN - GROUND FLOOR 1/8" = 1'-0" 0'
4'
8'
16'
JAVIER RAMOS 00
A-E 3.1
32' Scale
SELECTED AREA PARTI WALL 56 STC REQ. INTERIOR PARTITION WALL 52-56 STC REQ. FLOOR ASSEMBLY 55 MIN STC
JR
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
D
PATIO
BEDROOM
BEDROOM
KITCHEN PATIO D
D
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
D D D
D
D
BATHROOM
BATHROOM
LIVING ROOM TV
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
1
CITY OF WEST HOLLYWOOD
STC_PLAN ---
A
B
C
D
1 2 P 1.2 1.3
E
F
G
H
I 2
No.
Date
Description
5
A 7.2
ROOF PLAN 30' - 0"
THIRD FLOOR 20' - 0"
SECOND FLOOR 10' - 0"
ACOUSTICAL SPECS GROUND FLOOR 0' - 0"
01
5/8/2017 24 X 36
A-E 3.2
Parking -10' - 0" 1
JAVIER RAMOS 00
SECTION - STC Scale
JR
METAL PARAPET CAP 2"X4" WOOD BLOCKING
1 A 3.2
CANT STRIP ROOFING MEMBRANE
Floor & Ceiling Construction Type I
Roof
RIGID INSULATION 2"X12" WOOD JOISTS (2' O.F.)
Construction Description
30' - 0"
ALUMINUM FRAME
1.) Solid wood joist floor (2”X12”) wood joists at 16" o.c.o
2 A 3.2
DOUBLE TOP PLATE
Level 3
BATT INSULATION
STUCCO PLASTER
20' - 0"
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
3.) Resilient channels 24" o.c.
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
4.) Double layer (3/4") gypsum board ceiling finish
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
5.) Cavities filles with one thickness (6") thick EcoTouch QUIETZONE PINK FIBERGLAS Acoustic Insulation
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
2.) OSB subfloor
3 A 3.2
TRIPLE GLAZED GLASS
Javier Ramos
This floor and ceiling type STC is 54 and meet the requirement of NC 25 condition.
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
A
Wall Construction Type I Construction Description
No.
Date
Description
1.) (2”X6") wood studs at 16" o.c.on common 1-1/2" x 5-1/2" wood plate
THIRD FLOOR 20' - 0"
2.) Double layer (1/2") type "X" gypsum board each side 3.) Cavities filles with one thickness (3.5") thick EcoTouch QUIETZONE PINK FIBERGLAS Acoustic Insulation FLOOR DETAIL 1 1/2" = 1'-0"
ACOUSTICAL SPECS 01
2
This wall type STC is 51 and meet the requirement of NC 25 condition.
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 3.3 Scale
EcoTouch® PINK ® FIBERGLAS ™ Insulation with PureFiber Technology ®
PRO PINK ® EcoTouch ® Insulation Product Data Width
Wood Frame Construction Walls
Floor/Ceiling
®
Description Owens Corning™ EcoTouch® ® Insulation with PureFiber made in R-values from 11 to 49. EcoTouch® Insulation is available plain, or faced with either a kraft or foil vapor retarder. The product is manufactured in thicknesses from 3½" to 14". Uses EcoTouch® Insulation can be used in a wide range of exterior wall and roof/ceiling applications. The product can be installed in wood or metal framing cavities, or can be installed between furring strips. Excellent Thermal Control With the range of R-values and ® thicknesses available, EcoTouch Insulation can meet most thermal
16" (406mm) 16" (406mm) 16" (406mm) 16" (406mm) 15" (381mm) 15" (381mm) 15" (381mm) 15" (381mm) 15" (381mm) 15" (381mm) 15" (381mm) 23" (381mm) 15" (381mm) 15" (381mm) 15" (381mm) 15½" (394mm) 16" (406mm) 15½" (394mm) 16" (406mm) 16" (406mm)
24" (609mm) 24" (609mm) 24" (609mm) 24" (609mm) 23" (584mm) 23" (584mm) 23" (584mm) 19¼" 23" (584mm) 23" (584mm) 23" (584mm) 23" (584mm) 23" (584mm) 19¼" 23" (584mm) 23" (584mm) 23" (584mm) 23¾" (603mm) 19¼" 24" (609mm) 23¾" (603mm) 24" (609mm) 24" (609mm)
Length
Thickness
R-Value
48" (1,219mm) 96" (2,438mm) 48" (1,219mm) 96" (2,438mm) 96" (2,438mm) 96" (2,438mm) 48" (1,219mm) 93" (2,362mm) 48" (1,219mm) 93" (2,362mm) 93" (2,362mm) 48" (1,219mm) 93" (2,362mm) 93" (2,362mm) 93" (2,362mm) 105" (2,667mm) 93" (2,362mm) 48" (1,219mm) 93" (2,362mm) 48" (1,219mm) 48" (1,219mm) 48" (1,219mm) 48" (1,219mm) 48" (1,219mm) 48" (1,219mm) 48" (1,219mm)
3½" (89mm) 3½" (89mm) 3½" (89mm) 5½" (139mm) 3½" (89mm) 3½" (89mm) 3½" (89mm) 6¼" (159mm) 5½" (139mm) 5½" (139mm) 5½" (139mm) 5½" (139mm) 6¼" (159mm) 6¾" (171mm) 8" (203mm) 8¼" (209mm) 9½" (241mm) 10¼" (260mm) 12" (305mm) 14" (356mm)
11 13 15 21 11 13 15 19 20 21 21 21 19 22 25 30 30 38 38 49
1
® R30C and R38C provide excellent insulation products, EcoTouch thermal performance in the Insulation has excellent stiffness and 2 limited space of cathedral ceilings. recovery characteristics.
Effective Acoustical Control EcoTouch® Insulation enhances interior noise control by improving the Sound Transmission Class
Designed with the Environment in Mind EcoTouch® Insulation includes a minimum of 50% total recycled
assemblies.
recycled content available in the 3 EcoTouch® Insulation is GREENGUARD Gold
Long Term Performance EcoTouch® Insulation is dimensionally stable and will not slump within the wall cavity. Due ®
Insulation will not rot or mildew and is noncorrosive to steel, copper, and aluminum. 1
Buildings utilizing curtainwall construction may be required to be equipped with a sprinkler protection. Check local building
Product Data Sheet Metal Frame Construction
JR
4 formaldehyde free.
SpaceSaver Packaging EcoTouch® Insulation is compression packaged in exclusive SpaceSaver packaging from Owens Corning Insulating Systems. SpaceSaver packaging reduces freight and speeds job site handling/installation.
Easy Installation EcoTouch® Insulation is easy to handle and install. Sized for installation in either wood or metal stud construction, EcoTouch® Insulation can either be Design Considerations Kraft and standard foil facings on this insulation will burn and must Trimming and fabrication can be done with an ordinary utility knife not be left exposed. Install facings in substantial contact with the and is easily installed into oddshaped cavities and small spaces.
Commercial roof/ceiling thermal applications require that the building envelope block the movement of air from the outdoor environment to the conditioned space. Neither the insulation nor its facing should be relied upon to provide an air barrier. Failure to provide an adequate air barrier could lead to loss of thermal control, discomfort of the building occupants and frozen pipes.
Technical Data Property (Unit) Dimensional Stability (shrinkage)
Value <0.1%
Surface Burning Characteristics Unfaced Kraft faced Foil faced Poly / FSK / PSK faced"
Test ASTM C167 ASTM E84
25 / 50 NR / NR 75 / 150 25 / 50
Critical Radiant Flux (W/cm 2) all facings
>0.12
Water Vapor Permeance (perms) Kraft faced Foil faced Poly faced FSK & PSK faced
1.0 0.5 0.7 0.02
ASTM E970 ASTM E96
Water Vapor Sorption (by weight)
<5%
ASTM C1104
Odor Emission
Pass
ASTM C1304
Corrosion Resistance
Pass
ASTM C665, part 13.8
Fungi resistance
Pass
ASTM C1338
When insulation is added to the EcoTouch® Product ICC Building Construction ASTM C665 Unfaced all types Type I inside perimeter of a structure, the area outside the insulation Kraft faced Type III, IV, V Type II, Class C, Cat. 1 becomes exposed to greater Foil faced Type III, IV, V Type III, Class C, Cat. 1 temperature extremes. Check for piping which should be protected for such use. This is a requirement The thermal resistance values for against freezing. EcoTouch® Insulation were tested of the National Electrical Code. in accordance with ASTM C518; The need for and placement of a Due to the potential for skin R-value for insulation only. vapor retarder in commercial irritation, EcoTouch® Unfaced construction depends on many Insulation should not be used for The surface burning characteristics exposed applications where it will of EcoTouch® Insulation were should evaluate the requirements be subject to human contact. derived from products tested in of each project. If a vapor accordance with ASTM E84. This Applicable Standards standard is used solely to measure EcoTouch® Unfaced Insulation is the facing integrity may be and describe properties of important for effective moisture/ manufactured in compliance with products in response to heat and humidity control. Repair any punctures or tears in the facing by conditions, and should not be used noncombustible per ASTM E136. taping. Follow the tape EcoTouch® Kraft-faced Insulation hazard of materials under actual manufacturer’s application is manufactured in compliance recommendations. with ASTM C665, Type II, Class results of these tests may be used Insulation installed too close to C. EcoTouch® Foil-faced Insulation is manufactured in compliance assessment that takes into account luminaire’s performance. Do not with ASTM C665, Type III, Class all of the factors pertinent to an install insulation on top of or HH-I-521F has been canceled and particular end use. Values are is replaced by ASTM C665.
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
ACOUSTICAL SPECS 01
UNITS WILL HAVE 2X6 STUDS INSTEAD OF 2X4 STUDS FOR THE IMPROVEMENTS OF STC, AND MAXIMIZATON FOR PRIVACY WITHIN THE UNIT. INSULATION FOR THE FLOORS WILL BY 12” WITH DOUBLE LAYERS OF DRYWALL ON BOTH SIDES.
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 3.4 Scale
JR
Bedroom
Ceiling 0.75” Acoustical Board =121 sf 0.5” Gypsum Board =121 sf
Window = 110 sf
Wall = 154 sf
Floor Wood Parquet on Concrete = 154 sf
Door = 24 sf
Air
x Volume
=(11’X14’X10’)= 1540 cf
Rooms/Living Spaces
0.76 91 0.29 36 0.18 19.8
0.05 5.5
0.83 100 0.05 6.05
0.99 119 0.04 4.84
0.94 113 0.07 8.5
0.04 4.4
0.03 3.3
0.02 2.2
0.95 114 0.09 10.9
0.1 15.4
0.05 7.7
0.04 6.16
0.07 10.78
0.02 3.08
0.03 4.62
0.03 4.62
0.03 4.62
0.02 3.08
0.05 7.7
0.06 1.44
0.06 1.44
0.05 1.2
0.0005 7.7
0.0012 1.848
0.0034 5.236
0.19 4.56
0.14 3.36
NA 0
NA 0
199.1
0.4
154
0.09 2.16 0.0002 0.308 125.2
0.3 0.5
0.2 0.6
147.06 0.3 0.5
140 0.02 0.55
Consultant Address Address Phone Fax e-mail
0.02 2.2
0.29 44.66
0.4
563 Sq Ft
0.93 113 0.1 12.1
0.09 13.86
155.09
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
0.3
Javier Ramos
javierramos@cpp.edu
0.5
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
Bathroom
Ceiling 0.75” Acoustical Board =121 sf 0.5” Gypsum Board =84 sf
Wall
0.76 91 0.15 12.6
0.93 113 0.1 8.4
0.83 100 0.05 4.2
0.99 119 0.04 3.36
0.94 113 0.07 8.6
0.95 114 0.09 7.6
0.29 24.4
0.1 0.84
0.05 4.2
0.04 3.4
0.07 5.9
0.09 7.7
= 84 sf
0.02 1.7
0.03 2.52
0.03 2.52
0.03 2.52
0.02 1.7
0.05 4.2
= 24 sf
0.19 4.5
0.14 12
0.09 2.2
0.06 1.44
0.06 1.44
0.05 1.2
NA 0
NA 0
0.0002 0.17
0.0005 0.42
0.0012 1.01
0.0034 2.9
131.65
137.6
=84 sf
Floor Linoleum Tile Door
Air
x Volume
=(7’X12’X10’)= 840 cf
Rooms/Living Spaces
276 Sq Ft
132.5
136.76
113.29
130.14
0.5
0.5
0.4
0.5
0.5
0.5
0.6
0.6
0.7
0.6
0.6
0.6
No.
THE UNIT’S OVERALL ACOUSTICAL PERFORMANCE HAS BEEN ALTERED BY ADDING IN ACOUSTICAL BOUARD ONTO THE UNIT’S CEILING FOR BETTER SOUND ABSORPTION WITHIN THE ROOMS. BECAUSE OF THE ACOUSICAL CEILING BOARD, THERE WILL BE LESS REVERBERATION THROUGHOUT AND THUS SOUND REFLECTIONS WILL BE REDUCED GREATLY BY BEING ABSORBED.
Date
Description
ACOUSTICAL SPECS 01
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 3.5 Scale
JR
-
Consultant Address Address Phone Fax e-mail
---
8
---
7
6 ---
4 3
3
ROOF DRAIN
2
A 7.1
1
MECHANICAL SHAFT ROOF PLAN 30' - 0"
---
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
THIRD FLOOR 20' - 0"
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
SECOND FLOOR 10' - 0"
CITY OF WEST HOLLYWOOD
1
No.
Date
Description
GROUND FLOOR 0' - 0"
Parking -10' - 0"
2
WATER DIAGRAM - SECTION 3/16" = 1'-0"
1. MECHANICAL SHAFT 2. COLD WATER 3. HOT WATER 4. SEWAGE 5. STACK VENT CLEANOUT SELECTED AREA ROOF DRAIN
PLUMBING SPECS 01
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 4.1 Scale
JR
54' - 4" 3 A 5.5 40' - 0"
13' - 7"
14' - 4"
10' - 11"
15' - 6"
14' - 4"
09 64 00.B2
Consultant Address Address Phone Fax e-mail
KITCHEN 101.6
3
A 5.7
PATIO
1
101.7
22
101.2
12' - 0 13/16"
BEDROOM
3
BEDROOM
1
11' - 3 31/32"
44
2 C4 1
A 5.6
FD
23 37 00.A1
C1
C3
9' - 0 1/8"
FD
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
REF.
4
101.3
BATHROOM
101.4
101.5
0' - 9 3/4"0' - 9"0' - 9 3/4" 0' - 8 1/4"1' - 0"0' - 10 3/4"
8' - 0"
10 56 00.A1
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
3' - 0 1/2"
LIVING ROOM
10 22 19.A1
3' - 0 1/2"
BATHROOM
5' - 2"
15' - 2 3/16"
3 C2
10' - 1 3/16"
2
KITCHEN LAYOUT - INTERIOR ELEVATION 1/2" = 1'-0" No.
10' - 4"
4' - 1"
40' - 0" 09 30 13.A2
UNIT 1 - ENLARGED PLAN 3/8" = 1'-0"
8' - 10"
4' - 10"
4 A 5.5
0'
4'
8'
16'
22 40 00.E3
32'
09 72 00.A1
1. MECHANICAL SHAFT 2. COLD WATER 3. HOT WATER 4. SEWAGE 5. STACK VENT CLEANOUT SELECTED AREA
PLUMBING SPECS
1' - 4"
1
Date
Description
1' - 5"
13' - 7"
01
1' - 3"
30' - 2 3/16"
0' - 8 1/32"
101.1
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
6
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 4.2
BATHROOM LAYOUT - INTERIOR ELEVATION 1/2" = 1'-0"
Scale
3
ROOF DRAIN
2
3
JR
1
A 7.1
Consultant Address Address Phone Fax e-mail
ROOF PLAN 30' - 0"
THIRD FLOOR 20' - 0"
Piping Note:
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Cold Water Piping 3/4" for main 1/2" for brand
Javier Ramos
javierramos@cpp.edu
SECOND FLOOR 10' - 0"
Sewer Piping Flow at 1/8 in/ft Slope gpm Third Floor 2" Second Floor 2" First Floor 3" Basement 4"
GROUND FLOOR 0' - 0"
Parking -10' - 0"
1
PLUMBING SECTION - ENLARGED 3/8" = 1'-0"
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
Exhaust Vent 1-1/2" Vent up to roof 6" Vent for Dryer
1. MECHANICAL SHAFT 2. COLD WATER 3. HOT WATER 4. SEWAGE 5. STACK VENT CLEANOUT SELECTED AREA
PLUMBING SPECS 01
5/8/2017 24 X 36 JAVIER RAMOS 00
A-E 4.3 Scale
JR
WEST HOLLYWOOD MULTI FAMILY HOUSING
Consultant Address Address Phone Fax e-mail
Major Architectural Components: -The project is 14 Units: 8 Studio units, 3 One-Bedroom Units, and 3 Two Bedroom Units -Studio and one bedroom units are arranged along the south side of the project, with the two bedroom units situated along the west side of the project, forming and L configuration. -The L configuration circulates around a doughnut frame structure for the units which support a cantilever that extends passed the first two floor levels.
Parking Plan
First Floor Plan
Construction Type -Type I-A….…………….Parking Garage
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
-Type V-B……………….Residential Units Structural System Javier Ramos
javierramos@cpp.edu
-The parking level will have retaining walls through its parameter. -The new ground floor concrete slab is to be supported by the concrete retaining walls. -The vertical wood timber structure runs upwards along the west side and continues towards the east side where the third floor structure is cantilevered slightly out above the first two floors. -Columns situated along the west side, east side, and center area are the primary vertical structure for the units which circulate around in a doughnut frame.
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
Second Floor Plan
Third Floor Plan
CITY OF WEST HOLLYWOOD
No.
Date
Description
GRAVITY LOADS 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 1.1
Cross-Section
Scale
JR
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
ROOF LEVEL 30'-0" THIRD FLOOR 20'-0" Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
SECOND FLOOR 10'-0"
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
GROUND LEVEL 0'-0" 18’ 0
4
8
Date
Description
18’
18’
16
No.
32
Color
Indication Slabs Vertical Supports/Columns
PARKING LEVEL - 10'-0"
Walls Cantilever Condition Cantilevering Portion First Level Framing Second Level Framing
GRAVITY LOADS 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 1.2
Third/Higher Level Framing Scale
JR ROOF LEVEL 30'-0"
Consultant Address Address Phone Fax e-mail
THIRD FLOOR 20'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
SECOND FLOOR 10'-0"
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
18’
No.
CITY OF WEST HOLLYWOOD
Date
Description
18’
18’
GROUND LEVEL - 0'-0" Color
Indication Slabs Vertical Supports/Columns
PARKING LEVEL - 10'-0"
Walls Cantilever Condition
0
Cantilevering Portion
4 8
First Level Framing
16
32
Second Level Framing
GRAVITY LOADS 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 1.3
Third/Higher Level Framing Scale
JR
Consultant Address Address Phone Fax e-mail
ROOF LEVEL
THIRD FLOOR
- 30'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
- 20'-0"
Javier Ramos
javierramos@cpp.edu
SECOND FLOOR
- 10'-0"
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
GROUND LEVEL
- 0'-0" No.
PARKING LEVEL
0
4
8
CITY OF WEST HOLLYWOOD
Date
Description
- 10'-0"
16
32
Color
Indication X-Shear Y-Shear Diaphragm
LATERAL LOADS 01
Tie-Down (X)
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 2.1 Scale
JR
Consultant Address Address Phone Fax e-mail
ROOF LEVEL
- 30'-0"
THIRD FLOOR
SECOND FLOOR
- 20'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
- 10'-0" Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
GROUND LEVEL
- 0'-0"
PARKING LEVEL
- 10'-0"
No.
CITY OF WEST HOLLYWOOD
Date
Description
0
4
8
Color 16
32
Indication X-Shear Y-Shear Diaphragm
LATERAL LOADS 01
Tie-Down (X)
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 2.2 Scale
JR
Consultant Address Address Phone Fax e-mail
ROOF LEVEL
THIRD FLOOR
30'-0"
20'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
SECOND FLOOR
10'-0"
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
GROUND LEVEL
0'-0" No.
PARKING LEVEL
CITY OF WEST HOLLYWOOD
- 10'-0"
Color
Date
Description
Indication X-Shear Y-Shear Diaphragm Tie-Down (X)
0
4
8
Color
16
Indication Columns
32
Studs Joists Beams
GOVERNING MEMBERS 01
21 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 3.1
Cantilevering Beam Concrete Scale
JR ROOF LEVEL
2”X12” DFL JOIST
THIRD FLOOR
30'-0"
Consultant Address Address Phone Fax e-mail
20'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
2”X6” DFL STUD SECOND FLOOR
10'-0"
No.
Color
Date
Description
Indication X-Shear Y-Shear Diaphragm Tie-Down (X)
GROUND LEVEL
0'-0"
Color
Indication Columns
0
PARKING LEVEL 4
8
- 10'-0"
Studs Joists Beams
16
32
GOVERNING MEMBERS 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
A-S 3.2
Cantilevering Beam Diaphragm Scale
ROOF LEVEL
JR
30'-0"
Consultant Address Address Phone Fax e-mail
THIRD FLOOR
20'-0"
SECOND FLOOR
10'-0"
GROUND LEVEL
0'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
WALLS
Color
CITY OF WEST HOLLYWOOD
PSF 100+ PSF
No.
Date
Description
300+ PSF 500+ PSF
FLOORS PARKING LEVEL
- 10'-0"
Color
PSF 10 + PSF 20+ PSF 30+ PSF
40+ PSF 50 PSF 0
4
8
60+ PSF 70+ PSF
16
LIVE LOADS
80+ PSF 32
01
5 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 4 .1
90+ PSF 100+ PSF Scale
ROOF LEVEL
JR
30'-0"
Consultant Address Address Phone Fax e-mail
THIRD FLOOR
20'-0"
SECOND FLOOR
10'-0"
GROUND LEVEL
0'-0"
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
WALLS
Color
CITY OF WEST HOLLYWOOD
PSF 100+ PSF
No.
Date
Description
300+ PSF 500+ PSF
FLOORS PARKING LEVEL
- 10'-0"
Color
PSF 10 + PSF 20+ PSF 30+ PSF
40+ PSF 50 PSF 0
4
60+ PSF 70+ PSF 8
DEAD LOADS
80+ PSF
16
32
01
5 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 4.2
90+ PSF 100+ PSF Scale
METAL CAP 2"X4" WOOD BLOCKING
CANT STRIP
3'-6"
ROOFING MEMBRANE
1 A 5.1
T.O.P.
ROOF (PSF)
33' - 6"
WATERPROOF MEMBRANE = 0.7 2X12” WOOD JOISTS = 6 1/2” GYPSUM BOARD = 2 3/4” PLYWOOD = 2.4 MECHANICAL ALLOWANCE = 4 BAT INSULATION = 1.1 RIGID INSULATION = 0.75 MECHANICAL ALLOWANCE = 4
ROOF DRAINAGE @ 2% SLOPE
RIGID INSULATION 2"X12" WOOD JOISTS (24" O.C.)
Roof 30' - 0"
2 A 5.1
METAL FRAME
LL = 40 PSF DL= 20.95 PSF
8'-4"
TRIPLE GLAZED GLASS
FLOORS (PSF)
3 A 5.1 4 A 5.1
DOUBLE TOP PLATE BATT INSULATION
Level 3
STEEL SHELF ANGLE STUCCO PLASTER 2'-2"
1'-8"
20' - 0"
33'-6"
6 A 5.1
8'-0"
WATERPROOF MEMBRANE = 0.7 2X12” WOOD JOISTS = 6 1/2” GYPSUM BOARD = 2 3/4” PLYWOOD = 2.4 MECHANICAL ALLOWANCE = 4 BATT INSULATION = 1.1 HARDWOOD FLOORING FINISH = 0.19 LL = 40 PSF DL = 16.39 PSF
8'-4"
JR
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
STRUCTURAL WALLS (PSF) AIRSPACE GYPSUM BOARD PLYWOOD SHEATHING
Level 2
SEALANT 1'-8"
1'
10' - 0"
2” STUCCO = 8 3/4” PLYWOOD = 2.4 DOUBLE STUD WALL 2X6 = BATT INSULATION = 24 1/2” GYPSUM BOARD = -
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
CITY OF WEST HOLLYWOOD
DL = 34.4 PSFx10’ = 344 PLF BACKLAGGING DRAINAGE BLANKET DRAINAGE PIPE
SOLE PLATE
5 A 5.1
No.
8'-0"
Date
Description
FOUNDATION (PSF)
REINFORCING STEEL DROP PANEL
SLAB ON GRADE 12” = 75 PSF Level 1 10"
0' - 0"
GLAZING SYSTEM (PSF) DOUBLE PANE LOW-E GLASS WITH ALUMINUM FRAME = 30 -THERMAL WINDOWS
8'-4"
AA™6400/6500/6600 THERMAL WINDOWS Parking 1'-8"
1'-4"
1
-10' - 0"
4" (101.6MM), 5" (127MM) OR 6" (152.4 MM) DEPTH ARCHITECTURAL WINDOW (AW) HIGH THERMAL PERFORMANCE FIXED RIBBON WINDOW WALL APPLICATION CASEMENT OR PROJECTING WINDOW OPTIONS
LOAD CALCULATIONS 01
5 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 3.3
WALL SECTION 01 SCALE: 1’ = 3/4” Scale
REGULAR FLOOR JOISTS
2 X 10 DOUGLAS FIR-LARCH NO. 1 @ 16" OC
FLOOR JOISTS - SHORT SPAN
JR
2 X 12 DOUGLAS FIR-LARCH NO. 1 @ 24" OC
Consultant Address Address Phone Fax e-mail
DL = 20.0 psf
LL= 40 psf
DL = 20.0 psf
LL= 40 psf
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.1 Scale
BUILT UP - HEADER
JR
2 X 12 DOUGLAS FIR-LARCH NO. 1
Consultant Address Address Phone Fax e-mail
DL = 20.0 psf
LL= 40 psf
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.2 Scale
FLOOR BEAM
6 X 6 DOUGLAS FIR-LARCH NO. 1
JR
POINT LOAD = 300 LB DL = 20 psf
LL= 40 psf
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.3 Scale
ROOF JOIST
JR
2 X 12 DOUGLAS FIR-LARCH NO. 1 @ 16" OC
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
POINT LOAD = 300 LB
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
DL = 20 psf
CITY OF WEST HOLLYWOOD
LL= 40 psf
No.
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.4 Scale
WALL STUD
JR
2 X 4 DOUGLAS FIR-LARCH NO. 1 @ 16" OC
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
CITY OF WEST HOLLYWOOD
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.5 Scale
FREE STANDING POST
JR
2 X 8 DOUGLAS FIR-LARCH NO. 1
Consultant Address Address Phone Fax e-mail
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
COLUMN
CITY OF WEST HOLLYWOOD
5 1/4 X 5 1/4 DOUGLAS FIR-LARCH NO. 1 No.
Date
Description
STRUCTURAL CALCULATIONS 01
15 MAY, 2017 24 X 36 JAVIER RAMOS 00
A-S 5.6 Scale
JR
40'-0 "
13'-7"
10'-11"
15'-6"
Consultant Address Address Phone Fax e-mail
14'-5 "
2"X12" RIM JOIST (TYP.) 12'-0"
2"X12" DFL JOISTS ATTACHED WITH JOIST HANGERS @ 24" O.C. (TYP.)
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
Javier Ramos
6"X6" DFL BEAM
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
30'-0 "
1051 N. Spaulding Ave. West Hollywood, CA 90046
PLYWOOD SUBFLOORING
1" 18'-116
No.
CITY OF WEST HOLLYWOOD
Date
Description
12" LOAD BEARING STUD WALL
13'-7"
16'-1"
10'-4"
FRAMING PLAN
40'
01
20 April, 2017 24 X 36 JAVIER RAMOS 00
TWO BEDROOM UNIT - FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
S 2 .1 Scale
JR
2"X12" BUILT UP RIM JOIST (TYP.) 33'-5 5/8" 25'-0"
2"x12" DFL JOIST ATTATCHED WITH JOIST HANGERS @ 24" O.C. (TYP,)
8'-5 5/8"
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
3'-0"
30'-0"
32'-0"
12'-0 1/2"
6"X6" DFL BEAM
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
16'-0 1/2"
12" LOAD BEARING STUD WALL
No.
CITY OF WEST HOLLYWOOD
Date
Description
PLYWOOD SUBFLOORING
25'-0"
FRAMING PLAN 01
ONE BEDROOM UNIT- FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
20 April, 2017 24 X 36 JAVIER RAMOS 00
S 2.2 Scale
JR
Consultant Address Address Phone Fax e-mail
12" LOAD BEARING STUD WALL 25'-0"
Consultant Address Address Phone Fax e-mail
MICHAEL FOX CONSTRUCTION MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 MFOX@CPP.EDU
Consultant Address Address Phone Fax e-mail
MARC SCHULITZ STRUCTURAL ENGINEER 3801 W. TEMPLE AVE. POMONA, CA 92768 MSCHULITZ@CPP.EDU
Consultant Address Address Phone Fax e-mail
HOFU WU MECHANICAL/ELECTRICAL 3801 W. TEMPLE AVE. POMONA, CA 92768 HWU@CPP.EDU
Consultant Address Address Phone Fax e-mail
ANDREW THUL CODE CONSULTANT 3801 W. TEMPLE AVE. POMONA, CA 92768 ATHUL@CPP.EDU
3'-0"
2"X12" BUILT UP RIM JOIST (TYP.)
16'-0"
14'-0"
7'-1 1/2"
PLYWOOD SUBFLOORING
Javier Ramos
javierramos@cpp.edu
WEST HOLLYWOOD MULTI FAMILY HOUSING
1051 N. Spaulding Ave. West Hollywood, CA 90046
No.
2"x12" DFL JOISTATTATCHED WITH JOIST HANGERS @ 24" O.C. (TYP.)
KIP DICKSON PROJECT MANAGER 3801 W. TEMPLE AVE. POMONA, CA 92768 KDICKSON@CPP.EDU
CITY OF WEST HOLLYWOOD
Date
Description
6"x6" DFL BEAM (TYP.)
STUDIO UNIT - FRAMING PLAN - LEVEL 1,2, & 3 SCALE: 1/4" = 1'
FRAMING PLAN 01
20 April, 2017 24 X 36 JAVIER RAMOS 00
S 2.3 Scale
WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 N. SPAULDING AVE. WEST HOLLYWOOD, CA 90046 JAVIER RAMOS
CONSTRUCTION DOCUMENTS
Architectural Drawings Title 24 Compliance Structural Drawings Specifications
ADDITIONAL INFORMATION
A/V Equipment location plans Solar Electric Package Solar Thermal Package Residential Elevators
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 TBD 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 50 00 Metal Fabrications 05 52 00 Metal Railings 05 58 13 TBD DIVISION 06 – WOODS AND PLASTICS 1
06 10 00 06 40 00 06 41 00 06 73 00 06 46 00
Rough Carpentry - SEE STRUCTURAL DRAWINGS Architectural Woodwork Architectural Wood Casework Composite Decking 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 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 TBD 08 63 00 08 71 00 08 75 00 08 80 00 08 83 00
TBD Door Hardware Window Hardware Glazing Mirrors
DIVISION 09 – FINISHES 09 20 00 Plaster and Gypsum Board 09 24 23 Cement Stucco 09 30 00 Tiling ` 09 64 00 Wood Flooring 09 91 00 Painting 09 93 00 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 TBD DIVISION 11 – EQUIPMENT 2
11 31 13 11 31 23
Residential Kitchen Appliances Residential Laundry Appliances
DIVISION 12 – FURNISHINGS 12 36 00 Countertops (solid surface countertops as alternate) DIVISION 22 – PLUMBING 22 33 30 22 34 13 22 41 00
Residential, Solar-Thermal Domestic Water Heaters – SEE SOLAR THERMAL PACKAGE Instantaneous, Tankless, Gas Domestic Water Heaters Residential Plumbing Fixtures
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 TBD 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.
3
01 11 00 Summary of Work Project: WEST HOLLYWOOD MULTI FAMILY HOUSING Owner: CITY OF WEST HOLLYWOOD Architect: JAVIER RAMOS Contractor: KIP DICKSON Scope of Work: RESIDENTIAL HOUSING 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 Do Not Fill this in 01 33 23 Shop Drawings, Product Data, and Samples Do Not Fill this in 01 45 00 Quality Control Do Not Fill this in 01 50 00 Temporary Facilities and Controls Do Not Fill this in 01 64 00 Owner-Furnished Products Do Not Fill this in 01 66 00 Product Storage and Handling Requirements A. Products: Do Not Fill this in B. Transportation, Delivery and Handling: Do Not Fill this in C. Storage and Protection: Do Not Fill this in D. Site Protection: Do Not Fill this in 01 74 00 Cleaning and Waste Management Do Not Fill this in
DIVISION 02 â&#x20AC;&#x201C; EXISTING CONDITIONS 02 21 13
Site Surveys - SEE SITE DRAWINGS
02 32 00
SEE SOILS REPORT 4
DIVISION 03 – CONCRETE 03 31 00 Structural Concrete Do Not Fill this in 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. WATER FEATURE – Cast-in-place concrete using smooth finish formwork. See Architectural drawings for dimensions and placement.
DIVISION 04 – MASONRY 04 22 00 Concrete Unit Masonry CONCRETE UNIT MASONRY - See Architectural drawings for dimensions and placement.
DIVISION 05 – METALS 05 12 00 TBD
Structural Steel Framing
05 50 00 TBD
Metal Fabrications
SUNSHADE OUTRIGGER – TBD
05 52 00 Metal Railings Provide stainless steel metal railing in entertainment room. See Architectural drawings for design. 05 58 13 Column Covers COLUMN CAPS – Column caps are located in basement below grade as support for the concrete slab located on the ground floor.
DIVISION 6 – WOOD AND PLASTICS 06 10 00 Rough Carpentry PART 1 - GENERAL 5
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 Douglas-Fir Larch 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: Wood LOWER LEVEL DECK RAILING Material: Cedar, redwood, Douglas fir or approved alternate Finish: Clear coat sealer over Stain, see Finish Schedule. Alternate: Glass 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. 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: Trex Transcend Decking 1” Square Edge Board Finish: Manufacturer Finish, Color TBD
DIVISION 7 – THERMAL AND MOISTURE PROTECTION 6
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: Dupont Model/Product: Tyvek 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-30 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.
7
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. 8
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 11 16 Aluminum Doors and Frames ALUMINUM - FRAMED GLASS SWING DOOR Manufacturer: Bede Windows or approved Alternate Model/Product: TBD Glazing: Triple Glazed Low Emission Tempered Color: To be selected by Architect from manufacturer’s standard range Color/Finish: Kynar Hardware: Hinges, door stop, lockset, handles 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: Bede Windows Model/Product: Lift and Glide Doors Glazing: Low-e Laminated Finish: Kynar Threshold: Flush Track Hardware: Removable handles, hardware as required for operation
9
08 51 13 Aluminum Windows ALUMINUM WINDOWS Manufacturer: Bede Windows or approved Alternate Model/Product: Casement Model CRA 500 and CR600, Awning Model CRA500AWNING, Tilt/Turn Model TTC700HL, Fixed Model P200, Glazing: Double-glazed low-e (tempered or laminated as required) - see Window Schedule Color/Finish: To be selected by Architect from manufacturer’s standard range. 08 51 66 Alternate: Alternate 2:
Metal Window Screens Provide screens for all windows Provide single phantom screen for lift/slide doors
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 weatherstripping, and exterior flashing as needed. HARDWARE SETS BY DOOR TYPE (See Door Schedule of Architectural Drawings ): TBD 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: master bathroom, powder room, bathroom 204 and 208.
DIVISION 9 – FINISHES 09 06 00
Schedules for Finishes
TBD 09 20 00
Plaster and Gypsum Board 10
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 24 23 Cement Stucco EXTERIOR STUCCO Manufacturer: TBD Color/Finish: Smooth trowel, Integral color TBD Submittals: Provide 24”x24” sample of custom color cement plaster to be approved by the Architect. Revise and resubmit each sample as requested. 09 30 00 Tiling CERAMIC TILE– Provide the following tile as specified below, and where indicated on Drawings: A. Tile A (Master Bath) B. Tile B (Upstairs Baths)
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: TBD 09 91 00
Painting
TBD 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. 11
A. TBD
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: TBD 10 30 00 Fireplaces and Stoves FIREPLACE - Spark Fire Ribbon Direct Vent 6ft, or approved alternate www.sparkfires.com 10 55 23
Mail Boxes
TBD 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 Provided by Owner Electric Cooktop Provided by Owner Range Downdraft Provided by Owner Dishwasher Provided by Owner Garbage Disposal Provided by Contractor 11 31 23 LAUNDRY Washer Gas Dryer
Residential Laundry Appliances Provided by Owner Provided by Owner
ENTERTAINMENT ROOM - Pre-wire with cables and speaker wires for Owner supplied Television and A/V Equipment.
DIVISION 12 – FURNISHINGS 12
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 WOOD Manufacturer: Product: Color:
TBD TBD TBD
DIVISION 22 â&#x20AC;&#x201C; 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 #:
Rheem CR240A, , or approved alternate
22 41 00 Residential Plumbing Fixtures MECH ROOM FLOOR DRAIN KITCHEN 105 FAUCET Supplied by Owner, with RO water filtration system SINK 1 Supplied by Owner SINK 2 Supplied by Owner DISPOSAL BATH 204 SHOWER FIXTURE Supplied by Owner SINK Supplied by Owner FAUCET Supplied by Owner TOILET Supplied by Owner BATH 208 TUB/SHOWER 13
SINK FAUCETS TOILET
Supplied by Owner Supplied by Owner Supplied by Owner
DIVISION 23 – HEATING, VENTILATING, & AIR CONDITIONING See information in Architectural Drawings and Title 24 Report. FURNACE Manufacturer: Rheem AIR CONDITIONER Manufacturer: Rheem Model #: RA16 - SERIES KITCHEN DOWNDRAFT FAN Manufacturer: TBD Model #: TBD EXHAUST FANS – Energy Star, humidity controlled Manufacturer: TBD Model #: TBD
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. SWITCHES AND DIMMERS – SEE LIGHTING SPECIFICATIONS 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.
DIVISION 31 – EARTHWORK 31 22 00 31 23 00
Grading - SEE SITE PLAN Excavation and Fill - SEE SITE PLAN
14
EARTHWORK - Remove and re-compact soil as noted in Architectural Drawings, Structural Drawings and Soil Engineering Report.
DIVISION 32 – EXTERIOR IMPROVEMENTS 32 16 00 Alternate 1: Alternate 2: 32 31 00 32 32 00
Curbs, Gutters, Sidewalks, and Driveways – SEE SITE PLAN Provide poured-in-place concrete driveway in lieu of asphalt driveway. Provide turf block driveway in lieu of asphalt driveway. 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
15