LANKERSHIM + otsego
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 91601 & 5130 KLUMP AVE., NORTH HOLLYWOOD, CA 91601
KLUMP (R4-2) PORTION - 6 STORIES MULTIFAMILY HOUSING, OVER 1 LEVEL GARAGE, OVER TWO LEVELS SUBTERRANEAN GARAGE. THE PROJECT WILL PROVIDE 11% VERY LOW INCOME HOUSING, THEREFORE THE PROJECT IS ENTITLED TO 2 INCENTIVES.
INCENTIVES:
FLOOR AREA RATIO (12.22.A.25.(f)(4) AVERAGING OF FAR, DENSITY, PARKING OR OPEN SPACE, AND PERMITTING VEHICULAR ACCESS. (12.22.A.25.(f)(8)
PLANNING/ZONING INFORMATION LEGAL DESCRIPTION: SEE A.L.T.A. / A.C.S.M. LAND TITLE SURVEY SHEET 1 OF 2. PROJECT SITE INFORMATION: SITE ADDRESS: 5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 91601 5130 KLUMP AVE., NORTH HOLLYWOOD, CA 91601 CASE NUMBER: ZONE: C4-1-CA / R4-2 APN: 2353-004-023, 2353-004-022, 2353-004-027, 2353-004-028 APPLICANT: CONTACT PERSON: CHRISTOPHER MURRAY / ROSENHEIM & ASSOCIATES, INC. 21600 OXNARD STREET, SUITE 630, WOODLAND HILLS, CA 91367 (TEL- 818.716.2782) OWNER: NOHOLOHA LLC, NOHO KA OI LLC, CAMDEN NOHO SPV LLC CONTACT PERSON: DONALD HAYES 21550 OXNARD STREET, SUITE 860, WOODLAND HILLS, CA 91367 (TEL. 818-888-1968) PROPOSED USE: LANKERSHIM (C4-1) PORTION - 6 STORIES MULTIFAMILY HOUSING, OVER 1 LEVEL COMMERCIAL/GARAGE, OVER TWO LEVELS SUBTERRANEAN GARAGE. KLUMP (R4-2) PORTION - 6 STORIES MULTIFAMILY HOUSING, OVER 1 LEVEL GARAGE, OVER TWO LEVELS SUBTERRANEAN GARAGE. THE PROJECT WILL PROVIDE 11% VERY LOW INCOME HOUSING, THEREFORE THE PROJECT IS ENTITLED TO 2 INCENTIVES. INCENTIVE #1 = FLOOR AREA RATIO (12.22.A.25.(f)(4) INCENTIVE #2 = AVERAGING OF FAR, DENSITY, PARKING OR OPEN SPACE, AND PERMITTING VEHICULAR ACCESS. (12.22.A.25.(f)(8) ZONING
- C4-1-CA / R4-2
HEIGHT LIMIT FOR R4-2 & C4-1
- UNLIMITED
PROPOSED HEIGHT
- 87'-0" TAKEN FROM LOWEST ADJACENT GRADE AT EL:617.91’ TOP OF PARAPET EL:704.91’
CONSTRUCTION TYPE
UNIT MIX:
TYPE IIIA CONSTRUCTION - 5 STORIES TYPE III RESIDENTIAL OVER TYIPE IA GROUND FLOOR COMMERCIAL/ PARKING / RESIDENTIAL. PORTION OF LANKERSHIM = 198 UNITS (42 STUDIOS, 106-1 BEDROOMS, 50-2 BEDROOMS) PORTION OF KLUMP = 99 UNITS (0 STUDIO, 77 - 1 BEDROOMS, 22 - 2 BEDROOMS) TOTAL UNIT MIX = 297 UNITS (42 STUDIOS, 183 - 1 BEDROOMS, 72 - 2 BEDROOMS)
SECOND FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL THIRD FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 12,354 SF = 13,151 SF = 6,181 SF = 14,944 SF = 167 SF = 1,806 SF = 48,603 SF = 13,691 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 144 SF = 834 SF = 49,158 SF
FOURTH FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 AREA #5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,311 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 125 SF = 883 SF = 48,808 SF
FIFTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,340 SF = 8,743 SF = 10,463 SF = 9,179 SF = 6,088 SF = 140 SF = 852 SF = 48,805 SF
SIXTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,335 SF = 8,759 SF = 10,799 SF = 9,179 SF = 6,088 SF = 146 SF = 878 SF = 49,184 SF
SEVENTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 TOTAL
= 1,695 SF = 8,759 SF = 10,780 SF = 9,179 SF = 3,980 SF = 34,393 SF
- 29,845.0 SQ.FT. LOT AREA (DENSITY) - 29,845.0 / 400 = 74.61 UNITS ALLOWABLE DENSITY ALLOWABLE 35% DENSITY BONUS - 74 X 1.35 = 100 UNITS ALLOWED / 99 PROPOSED BUILDABLE AREA (ALLOWABLE)
- SUBTRACT THE FOLLOWING SETBACKS 15' FRONT YARD, 5' SIDE YARDS, 15' REAR YARD -6 X BUILDABLE AREA – 25,135.5 SQ.FT. X 6 = 150,813 SQ.FT. 150,813 X 1.35 (BONUS) = 203,597.5 SF
C4-1 PORTION LOT SIZE DEDICATIONS LOT AREA ZONING DENSITY
- IRREGULAR - 2' ALONG LANKERSHIM & 7' ALONG OTSEGO (AFTER DEDICATION) - 56,534.8 SQ. FT. - C4-1 - 1 UNIT PER 400 SQ.FT. OF LOT AREA
- 59,111.63 SQ.FT. LOT AREA (DENSITY) - 59,111.63 / 400 = 147.77 UNITS ALLOWABLE DENSITY ALLOWABLE 35% DENSITY BONUS - 147 X 1.35 = 199 UNITS ALLOWED / 198 PROPOSED FAR BUILDABLE AREA (ALLOWED)
OCCUPANCY:
R2 / S2 / M
NO. OF STORIES: 7 STORIES: 5 LEVELS OF TYPE III(A) CONSTRUCTION OVER 2 LEVELS OF TYPE I(A) CONSTRUCTION (ABOVE GRADE PARKING, MARKET & RESIDENTIAL) OVER 2 LEVEL SUBTERRANEAN GARAGE; MODIFICATION REQUESTED FOR 2 STORIES TYPE 1(A) THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH NFPA-13. THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION.
R-2, TYPE IIIA CONSTRUCTION (TABLE 601)
BUILDING ELEMENT
RATING
OPENINGS
STC
STRUCTURAL FRAME
1 HOUR
N.A.
N.A.
PER 704.8, 3/4 HOUR
N.A.
1.5
BEARING WALLS - INT.
1 HOUR
N.A.
N.A.
1.5 X 59,110.8 SQ.FT.= 88,666.2 SQ.FT. 88,666.2 X 1.35 (BONUS) = 119,699.37 SQ. FT.
NONBEARING WALLS - EXT. 1 HOUR < 30 FEET 0 HOUR > 30 FEET (TABLE 602) NC OR AFRTW PER 602.3 NONBEARING WALLS - INT. 0 HOUR
PER 704.8, 3/4 HOUR
N.A.
N.A.
N.A.
FLOOR
1 HOUR
N.A.
N.A.
ROOF
1 HOUR
N.A.
N.A.
NONE
50
PROPOSED DENSITY: 297 UNITS + 25,307 SQ.FT OF FUTURE MARKET (99 UNITS OF KLUMP) + (198 UNITS OF LANKERSHIM)
TENANT SEP. PARTY WALL 1 HOUR
TOTAL BUILDABLE AREA (R4-2+C4-1) ALLOWED: 203,597.5 SQ.FT. + 119,699.37 SQ.FT. = 323,296.87 SQ.FT. (PROJECT UTILIZES FLOOR ARE RATIO BONUS INCREASE OF 35%) (SINCE PROJECT UTILIZES AVERAGING INCENTIVE BUILDABLE AREA CAN BE AVERAGED ON PROPERTY)
TENANT CORRIDOR
1 HOUR
FIRE WALLS
3 HOURS
1-1/2 HOURS
50 *
STAIRS
1 HOUR WOOD FRAMED OR NC
N.A.
N.A.
EXIT STAIR & ELEVATOR ENCLOSURES
2 HOURS (CONNECTING 4 STORIES OR MORE)
1-1/2 HOURS
50 **
SERVICE CHUTE & VENT SHAFT ENCLOSURES
2 HOURS (CONNECTING 4 STORIES OR MORE)
PER 707.7 - 707.12
50 **
TENANT SEP. FLOOR/CLG. 1 HOUR
NONE
50 + IIC 50
1/3 HOUR W/ SMOKE & 50 + STC 26 DRAFT CONTROL GASKETS DOOR
GOVERNING CODES 2014 CITY OF LOS ANGELES BUILDING CODE BASED ON 2013 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2 VOLUME 142. CHAPTER 11A 2013 CALIFORNIA BUILDING CODE. 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA FIRE CODE 1998 FEDERAL FAIR HOUSING ACT (FHA) 2010 AMERICANS WITH DISABILITIES ACT (ADA)
NOTES: 100% PRIVATELY FUNDED, NO TAXCREDIT, NO PUBLIC HOUSING
VICINITY MAP
BUILDING ELEMENT
RATING
OPENINGS
STC
STRUCTURAL FRAME
3 HOURS NC
N.A.
N.A.
BEARING WALLS - EXT.
3 HOURS NC
PER 704.8, 3/4 HOUR
N.A.
BEARING WALLS - INT.
3 HOURS NC (MAY BE REDUCED TO 2 HOURS WHERE SUPPORTING ROOF ONLY) 1 HOUR NC < 30 FEET 0 HOUR NC OR AFRTW > 30 FEET 0 HOUR
N.A.
N.A.
3/4 HOUR < 30 FEET 0 HOUR > 30 FEET
N.A.
0 HOUR
N.A.
FLOOR
2 HOURS
SHAFT
N.A.
ROOF
1-1/2 HOURS
N.A.
N.A.
TENANT SEP. PARTY WALL 1 HOUR (R OCC)
NONE
50
TENANT SEP. FLOOR/CLG. 1 HOUR (R OCC)
NONE
50 + IIC 50
TENANT CORRIDOR
1/3 HOUR W/ SMOKE & DRAFT CONTROL GASKETS 1-1/2 HOURS
50 + STC 26 DOOR
N.A.
NONBEARING WALLS/ PARTITIONS - EXTERIOR (TABLE 602) NONBEARING WALLS/ PARTITIONS - INTERIOR
1 HOUR
FIRE WALLS
3 HOURS
50 *
STAIRS
1 HOUR WOOD FRAMED OR NC
N.A.
EXIT STAIR & ELEVATOR ENCLOSURES
2 HOURS (CONNECTING 4 STORIES OR MORE)
1-1/2 HOURS
50 **
SERVICE CHUTE & VENT SHAFT ENCLOSURES
2 HOURS (CONNECTING 4 STORIES OR MORE)
PER 707.7 - 707.12
50 **
* WHEN ADJACENT TO LIVING AREAS ** WHEN ADJACENT TO LIVING AREAS AND/OR OCCUPIED PUBLIC AREAS NOTES:
3/9/2017 2:27:41 PM
ALL FIRE RATED ASSEMBLIES SHALL BE PER TABLE 720. GENERIC ASSEMBLIES OF GYPSUM HANDBOOK, HAVE LARR APPROVAL OR ICC APPROVAL.
OPEN SPACE: LANDSCAPE REQUIREMENTS: LANDSCAPE REQUIREMENTS - (SECTION 12.21 G (A3) = 18,544 SF X .25 TREE REQUIREMENTS - 1 - 24" BOX TREE FOR EVERY 4 UNITS (297/4 = 74.25) (SEE LANDSCAPE PLANS)
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
= 4,636 SF = 75 TREES
UNIT L - A3 - SIM 6
702 S.F. - 733 S.F.
1
1
0 BEDROOM UNITS = 7 1 BEDROOM UNITS = 19 2 BEDROOM UNITS = 10
0 BEDROOM UNITS = 8 1 BEDROOM UNITS = 19 2 BEDROOM UNITS = 10
0 BEDROOM UNITS = 4 1 BEDROOM UNITS = 10 2 BEDROOM UNITS = 7
ARCHITECT: DE ARCHITECTS, AIA. 1535 6TH STREET SUITE 101 SANTA MONICA, CA 90401 TEL. (310) 451-7917
ELECTRICAL ENGINEER Z. VORGIAS CONSULTING ELECTRICAL ENGINEERING INC. 232 N. LAKE AVE, SUITE 212 PASADENA, CA 91101 TEL. (626) 577-0449
STRUCTURAL ENGINEER JOHN LABIB + ASSOCIATES 319 MAIN STREET EL SEGUNDO, CA 90245 TEL. (213) 239-9600
TOTAL UNIT MIX = 198 0 BEDROOM UNITS = 42 1 BEDROOM UNITS = 106 2 BEDROOM UNITS = 50
1
1
UNIT L - C
741 S.F.
1
1
1 BEDROOM UNITS = 0 2 BEDROOM UNITS = 0
1 BEDROOM UNITS = 14 2 BEDROOM UNITS = 3
1 BEDROOM UNITS = 13 1 BEDROOM UNITS = 13 2 BEDROOM UNITS = 4 2 BEDROOM UNITS = 4
DEFERRED SUBMITTALS
UNIT L - D
636 S.F.
1
1
FIFTH FLOOR: 17 UNITS
SIXTH FLOOR: 17 UNITS
SEVENTH FLOOR: 14 UNITS
UNIT L - E - SIM 5
739 S.F.
1
1
1 BEDROOM UNITS = 13 2 BEDROOM UNITS = 4
1 BEDROOM UNITS = 13 2 BEDROOM UNITS = 4
1 BEDROOM UNITS = 11 2 BEDROOM UNITS = 3
DEFERRED SUBMITTALS: WET STANDPIPE, FIRE SPRINKLERS, FIRE ALARM, LIFE SAFETY, THICKNESS OF FIRE PROOFING MATERIAL ON STRUCTURAL STEEL MEMBERS, METAL SIDING, ELEVATOR, MECHANICAL, PLUMBING, ELECTRICAL, SIGNS, STOREFRONT, DEMOLITION AND GLASS GUARDRAILS ARE NOT A PART OF THIS PERMIT. THEY WILL BE SUBMITTED FOR PLAN CHECK AS REQUIRED DURING CONSTRUCTION BY THE CONTRACTOR. THESE DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND RETURN BACK TO CONTRACTOR WITH A NOTATION INDICATING THAT THE DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THESE SEPARATE ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY.
UNIT L - E1 - SIM 8
718 S.F.
1
1
UNIT L - E2 - SIM 9
718 S.F. - 726 S.F.
1
1
UNIT L - E3 - SIM 11
686 S.F. - 720 S.F.
1
1
UNIT L - E4 - SIM 1
734 S.F. - 736 S.F.
1
1
UNIT L - E5
736 S.F.
1
1
UNIT L - E6 - SIM 3
704 S.F.
1
1
UNIT L - E7
715 S.F.
1
1
UNIT L - F
795 S.F.
1
1
UNIT L - F1
810 S.F.
1
1
UNIT L - G
809 S.F.
1
1
UNIT L - G1
782 S.F.
1
1
UNIT L - H - SIM 3
703 S.F.
1
1
UNIT L - J - SIM 1
829 S.F.
1
1
UNIT L - M - SIM 4
724 S.F.
1
1
UNIT L - N
1127 S.F.
2
2
UNIT L - N1
1084 S.F.
2
2
UNIT L - P
1126 S.F.
2
2
UNIT L - Q
1209 S.F.
2
2
UNIT L - R - SIM 3
1105 S.F. - 1106 S.F.
2
2
UNIT L - R1 - SIM 3
1108 S.F.
2
2
UNIT L - R2
1067 S.F.
2
2
UNIT L - S - SIM 1
1161 S.F.
2
2
UNIT L - T - SIM 3
1040 S.F.
2
2
UNIT L - U - SIM 4
1110 S.F. - 1126 S.F.
2
2
UNIT L - V
1158 S.F.
2
2
UNIT L - W
1041 S.F.
2
2
UNIT L - X - SIM 1
1240 S.F.
2
2
UNIT L - Y - SIM 3
1141 S.F.
2
2
UNIT L - Z
1160 S.F.
2
2
UNIT L - ZA
1284 S.F.
2
2
UNIT L - ZB
634 S.F.
1
1
UNIT L - ZC
492 S.F.
1
1
UNIT L - ZD
541 S.F.
1
1
UNIT L - ZE
577 S.F.
1
1
UNIT L - ZF
577 S.F.
1
1
UNIT L - ZG
568 S.F.
1
1
UNIT L - ZH - SIM 1
562 S.F. - 564 S.F.
1
1
UNIT L - ZJ - SIM 1
579 S.F.
1
1
UNIT L - ZM
581 S.F.
1
1
UNIT L - ZM2 SIM 3
572 S.F.
1
1
UNIT L - ZN
559 S.F.
1
1
UNIT L - ZO
565 S.F.
1
1
UNIT L - ZP
584 S.F.
1
1
UNIT L - ZQ
500 S.F.
1
1
KLUMP UNIT MIX: GROUND FLOOR: 0 UNITS SECOND FLOOR: 17 UNITS THIRD FLOOR: 17 UNITS FOURTH FLOOR: 17 UNITS
LAND USE: ROSENHEIM & ASSOCIATES, INC 21600 OXNARD STREET, SUITE 630 WOODLAND HILLS, CA 91367 TEL. (818) 716-2782
CIVIL PE&C CIVIL ENGINEERING PE&C CIVIL ENGINEERING 909 N AVIATION BLVD, STE 3 TEL. (310) 318-5069
LANDSCAPE ARCHITECT: SQLA LANDSCAPE ARCHITECT 380 N. PALM STREET SUITE B BREA, CA 92821 TEL. (562) 905-0800
STAMP
ED A RCH NS S EMP I A TA
ACOUSTICAL VENEKLASEN & ASSOCIATES, INC. 1711 SIXTEENTH STREET SANTA MONICA, CA 90404 TEL. (310) 450-1733
NO. C-13779
POOL CONSULTANT HOLDENWATER P.O. BOX 7080 FULLERTON, CA 92834 TEL. (714) 626-0333
INTERIOR DESIGNER DESIGNWEST 22942 COLLINS ST. TRAFFIC CONSULTANT: OVERLAND TRAFFIC CONSULTANTS WOODLAND HILLS, CA 91367 TEL. (818) 888-3182 INC. 24325 MAIN STREET #202 GENERAL CONTRACTOR SANTA CLARITA, CA 91321 TBD TEL. 661.799.8423
REN. 6-30-17
E
OF
A
1
830 S.F.
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
TOTAL UNIT MIX = 99 1 BEDROOM UNITS = 77 2 BEDROOM UNITS = 22 GRAND TOTAL (LANKERSHIM + KLUMP): TOTAL UNIT MIX = 297 0 BEDROOM UNITS = 42 1 BEDROOM UNITS = 183 2 BEDROOM UNITS = 72
CRA COMMUNITY BENEFIT - 2010 ADA UNITS UNIT TYPES
42 UNITS X 1 SPACE = 42 SPACES 183 UNITS X 1 SPACE = 183 SPACES 72 UNITS X 2 SPACES = 144 SPACES = 369 SPACES
REQUIRED = 25,307 SF (FUTURE MARKET) + 735 SF (LEASING OFFICE) / 500
= 52 SPACES
TOTAL PARKING SPACES REQUIRED
= 52 SPACES
= 421 SPACES
RESIDENTIAL PARKING PROVIDED: STANDARD SPACES STANDARD ADA SPACES STANDARD ADA / EVCS SPACES STANDARD EVCS SPACES COMPACT SPACES TOTAL PARKING PROVIDED
= 263 SPACES = 11 SPACES = 1 SPACES = 22 SPACES = 152 SPACES = 449 SPACES
(DISABLED ACCESS PARKING - 2% OF PARKING PROVIDED - 449X .02 = 9 SPACES) (VAN DISABLED ACCESS PARKING - 1 FOR EVERY 8 DISABLED ACCESS SPACES = 2 SPACES PER 1109A.8.6 CBC)
FUTURE MARKET PARKING PROVIDED: STANDARD SPACES (INCLUDES 5 ADA SPACES) STANDARD ADA SPACES STANDARD EVCS SPACES STANDARD ADA VAN SPACE (1 FOR EVERY 8 ADA SPACES PER 1109A.8.6 CBC) AND EVCS SPACES STANDARD CLEAN AIR/VANPOOL/EV CHARGING STATION SPACES COMPACT SPACES TOTAL PARKING PROVIDED
= 89 SPACES = 4 SPACES = 5 SPACES = 1 SPACE = 11 SPACES = 5 SPACES = 115 SPACES
(FUTURE MARKET DISABLED ACCESS PARKING = 5 SPACES PER TABLE 11B-208.2 (PARKING SPACES PROVIDED BETWEEN 101 TO 150) ) (VAN DISABLED ACCESS PARKING - 1 FOR EVERY 8 DISABLED ACCESS SPACES = 1 SPACE PER 1109A.8.6 CBC) (ELECTRIC VEHICLE CHARGING STATIONS REQUIRED =6 SPACES (115 SPACES X 0.05 = 5.75 SPACES) SEE 202b) (CLEAN AIR/VANPOOL/EV CHARGING STATIONS REQUIRED = 11 SPACES (PER TABLE A5.106.5.1.1) SEE 202b)
REQUIRED RESIDENTIAL BICYCLE PARKING: LONG TERM PARKING: 1 PER DWELLING UNIT (297 UNITS)
= 297 SPACES
SHORT TERM PARKING: 1/10 DWELLING UNITS (297 / 10)
= 30 SPACES
REQUIRED FUTURE MARKET BICYCLE PARKING: LONG TERM PARKING: 1 PER 2,000 SF. (25,307 SF / 2,000)
= 13 SPACES
SHORT TERM PARKING: 1 PER 2,000 SF. (25,307 SF / 2,000)
= 13 SPACES
PROVIDED RESIDENTIAL BICYCLE PARKING: LONG TERM PARKING: SHORT TERM PARKING:
= 298 SPACES = 31 SPACES
PROVIDED FUTURE MARKET BICYCLE PARKING: (PART OF COMMERCIAL T.I.) LONG TERM PARKING: SHORT TERM PARKING:
= 13 SPACES = 13 SPACES
OPEN SPACE: OPEN SPACE REQUIRED: = 225 X 100 = 72 X 125
= 22,500 SF = 9,000 SF = 31,500 SF
OPEN SPACE PROVIDED:
M, S-2, R2 TYPE IA CONSTRUCTION (TABLE 601)
1
SEVENTH FLOOR: 21 UNITS
UNIT L - B
OPEN SPACE REQUIRED PER LAMC: 42 STUDIOS + 183 ONE BEDROOM = 225 < THAN 3 HABITABLE ROOMS 72 TWO BEDROOM = 3 HABITABLE ROOMS TOTAL OPEN SPACE REQUIRED
* WHEN ADJACENT TO LIVING AREAS ** WHEN ADJACENT TO LIVING AREAS AND/OR OCCUPIED PUBLIC AREAS
739 S.F. - 737 S.F.
SIXTH FLOOR: 37 UNITS
1
BICYCLE PARKING:
SUBTERRANEAN PARKING LEVEL AREAS: P2 LEVEL: 77,539 SF P1 LEVEL: 75,273 SF TOTAL SUBTERRANEAN PARKING LEVEL AREA: 152,812 SF
UNIT L - A2 - SIM 1
FIFTH FLOOR: 36 UNITS
1
VOICE EVAC FIRE ALARM SYSTEM SHALL BE PROVIDED (DEFFERED SUBMITTAL) TWO WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEM SHALL BE PROVIDED AS REQUIRED BY THE 2013 CALIFORNIA FIRE CODE, PER LAFC SECTION 510 CITY OF LOS ANGELES REQUIREMENT #105 (DEFFERED SUBMITTAL)
1
718 S.F.
(ELECTRIC VEHICLE CHARGING STATIONS REQUIRED = 23 SPACES (450 SPACES X 0.05 = 22.5 SPACES) SEE A201b, A201d, A202d & A203d)
AVERAGE GRADE (619.82') TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE (703.82') = 84' - 0"
1
UNIT L - A6
TOTAL PARKING REQUIRED: FUTURE MARKET + RESIDENTIAL SPACES
HEIGHT LIMIT PER CBC: 65' - 0" + 20' - 0" (SPRINKLER SYSTEM INCREASE) = 85' - 0"
804 S.F.
1
PARKING PROVIDED:
NO
UNIT L - A1
1
= 323,296.87 SF
METHANE ZONE:
1
737 S.F.
ALLOWABLE SF
2
1
0 BEDROOM UNITS = 7 0 BEDROOM UNITS = 8 1 BEDROOM UNITS = 19 1 BEDROOM UNITS = 20 2 BEDROOM UNITS = 10 2 BEDROOM UNITS = 9
UNIT L - A5
NO GUEST PARKING REQUIRED OR PROVIDED.
FIRE DISTRICT:
773 S.F. - 776 S.F.
0 BEDROOM UNITS = 8 1 BEDROOM UNITS = 19 2 BEDROOM UNITS = 4
1
FUTURE MARKET: ENTERPRISE ZONE = 1 PER 500 SF.
TYPE I (A) & TYPE III (A) - FULLY SPRINKLERED (NFPA 13) (CONCEALLED HEADS THROUGHOUT - EXCEPT IN GARAGE AREAS)
UNIT L - A - SIM 1
1 BEDROOM UNITS = 0 2 BEDROOM UNITS = 0
1
= 308,168 SF
CONSTRUCTION TYPE:
NO. OF BATHROOMS
673 S.F.
TOTAL PARKING SPACES REQUIRED
BUILDING CODE INFORMATION
NO. OF BEDROOMS
UNIT L - A4
RESIDENTIAL (PER SB1818 PARKING OPTION 1): LESS THAN 3 HABITABLE ROOMS (STUDIO UNITS) 3 HABITABLE ROOMS (1 BEDROOM UNITS) MORE THAN 3 HABITABLE ROOMS (2&3 BEDROOM UNITS)
2 HOURS NC OR AFRTW PER 602.3
PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT, THE FRONT SHEET OF THE FINAL SETS OF PLANS, AS WELL AS OTHER SHEETS THAT ARE RELEVANT TO THE GREEN BUILDING REQUIREMENTS, SHALL BE STAMP-APPROVED BY THE DEPARTMENT OF CITY PLANNING.
231,556 SQ. FT. < 273,273.6 SQ. FT.
PARKING REQUIRED:
BEARING WALLS - EXT.
LOT AREA AND BUILDABLE AREA: ALLOWABLE DENSITY - R4-2 ( 100 UNITS) + C4-1 (199 UNITS) = 299 UNITS (W/ 35% BONUS DENSITY) (SEE CALCULATION ABOVE)
TOTAL BUILDING AREA:
GRAND TOTAL
PROPOSED HEIGHT: - IRREGULAR - 7'-0" ALONG KLUMP AVENUE (AFTER DEDICATION) - 29,217.24 SQ.FT. - R4-2 - 1 UNIT PER 400 SQ.FT. OF LOT AREA
57,460 SQ.FT. < 60,916.8 SQ.FT 44,845 SQ.FT. < 48,000 SQ.FT. 22,105 SQ.FT. < 48,000 SQ.FT. 31,248 SQ.FT. < 48,000 SQ.FT. 46,570 SQ.FT. < 48,000 SQ.FT. 29,140 SQ. FT. < 48,000 SQ. FT.
PARKING CALCULATIONS
R4-2 PORTION LOT SIZE DEDICATIONS LOT AREA ZONING DENSITY
AREA 1 - BUILDING AREA: AREA 2 - BUILDING AREA: AREA 3 - BUILDING AREA: AREA 3a - BUILDING AREA: AREA 4 - BUILDING AREA: AREA 5 - BUILDING AREA:
NET ( S.F. )
MECHANICAL/PLUMBING/ ENERGY CONSULTANT JAYCOCAL ENGINEERING, INC. 232 N. LAKE AVENUE, SUITE 217 PASADENA, CA 91101 TEL. (626)-449-2490
NI
= 25,261 SF = 1,320 SF = 656 SF = 1,495 SF = 485 SF = 29,217 SF
UNIT NAME
OWNER: NOHOLOHA LLC, NOHO KA OI LLC, CAMDEN NOHO SPV LLC 21550 OXNARD STREET, SUITE 860 WOODLAND HILLS, CA 91367 TEL. (818) 888-1968
T
LANKERSHIM (C4-1) PORTION - 6 STORIES MULTIFAMILY HOUSING, OVER 1 LEVEL COMMERCIAL/GARAGE, OVER TWO LEVELS SUBTERRANEAN GARAGE.
PROPOSED USE:
MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ. FT.
LANKERSHIM UNIT MIX: GROUND FLOOR: 0 UNITS SECOND FLOOR: 31 UNITS THIRD FLOOR: 36 UNITS FOURTH FLOOR: 37 UNITS
R
GROUND FLOOR FUTURE MARKET LOBBY #1 MEZZANINE LOBBY #2 LOBBY #3 TOTAL
LANKERSHIM UNIT TYPE SUMMARY
ST A
OWNER: CONTACT PERSON:
INCENTIVE #1 INCENTIVE #2
TOTAL BUILDABLE AREA (R4-2 + C4-1) PROPOSED:
C4-1-CA / R4-2 2353-004-023, 2353-004-022, 2353-004-027, 2353-004-028 CHRISTOPHER MURRAY / ROSENHEIM & ASSOCIATES, INC. 21600 OXNARD STREET, SUITE 630, WOODLAND HILLS, CA 91367 (TEL- 818.716.2782) NOHOLOHA LLC, NOHO KA OI LLC, CAMDEN NOHO SPV LLC DONALD HAYES 21550 OXNARD STREET, SUITE 860, WOODLAND HILLS, CA 91367 (TEL. 818-888-1968)
ALLOWABLE BUILDING AREA
PROJECT TEAM
UNIT CALCULATIONS:
CT TE ERIS K
CASE NUMBER: ZONE: APN: APPLICANT: CONTACT PERSON:
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 91601 5130 KLUMP AVE., NORTH HOLLYWOOD, CA 91601
ALLOWABLE BUILDABLE AREA (R4-2 + C4-1) = 323,296.87 SF
UNIT TYPE SUMMARY
OPEN SPACE PROVIDED PER LAMC PRIVATE OPEN SPACE - 272 UNITS X 50 SF SECOND FLOOR LANKERSHIM USABLE COMMON OPEN SPACE: OUTDOOR RECREATION SPACE COURTYARD SPACE TOTAL USABLE COMMON OPEN SPACE PASSIVE RECREATION SPACE: FITNESS CENTER/YOGA ROOM LOUNGE/RESIDENT BUSINESS CENTER TOTAL PASSIVE RECREATION SPACE
= 13,600 SF
= 1,047 SF = 4,598 SF = 5,645 SF
= 2,865 SF = 1,941 SF = 4,806 SF
SECOND FLOOR KLUMP USABLE COMMON OPEN SPACE: PODIUM DECK SPACE TOTAL USABLE COMMON OPEN SPACE
= 591 SF = 591 SF
TOTAL PASSIVE RECREATION SPACE:
= 0 SF
SEVENTH FLOOR LANKERSHIM USABLE COMMON OPEN SPACE: POOL DECK SPACE LOUNGE DECK SPACE TOTAL USABLE COMMON OPEN SPACE
= 10,066 SF = 530 SF = 10,596 SF
PASSIVE RECREATION SPACE: LOUNGE/GAME ROOM TOTAL PASSIVE RECREATION SPACE
= 1,769 SF = 1,769 SF
SEVENTH FLOOR KLUMP USABLE COMMON OPEN SPACE: SPA DECK TOTAL USABLE COMMON OPEN SPACE:
= 1,712 SF = 1,712 SF
PASSIVE RECREATION SPACE: RECREATION ROOM TOTAL PASSIVE RECREATION SPACE
0 BEDROOM TOTAL NO. OF UNIT TYPES
1 BEDROOM
2 BEDROOM
TOTAL NO. OF UNITS
42
183
72
297
1
8
3
12
L626
L314, L320, L405, L503, L510, K313, K412, K508
L411, L524, K415
1
3
1
L307
K309, K403, K507
L636
40
172
68
CRA COMMUNITY BENEFIT 2010 ADA UNITS (FOR PHYSICALLY IMPAIRED) PROVIDED ASSIGNED UNITS #
CRA COMMUNITY BENEFIT 2010 ADA UNITS (FOR THE VISUAL & HEARING IMPAIRED)
PROVIDED ASSIGNED UNITS #
5
NO. OF CBC 2013 11A ADAPTABLE PROVIDED
280
KLUMP UNIT TYPE SUMMARY UNIT NAME
NET ( S.F. )
NO. OF BEDROOMS
NO. OF BATHROOMS
UNIT K - A - SIM 3
706 S.F.
1
1
UNIT K - A1 - SIM 2
698 S.F. - 7.4 S.F.
1
1
UNIT K - A2 - SIM 2
706S.F. - 707 S.F.
1
1
UNIT K - A3
758 S.F.
1
1
UNIT K - A4
902 S.F.
1
1
UNIT K - B
760 S.F.
1
1
UNIT K - C
724 S.F.
1
1
UNIT K - D
681 S.F.
1
1
UNIT K - E - SIM 13
700 S.F.
1
1
UNIT K - E1
710 S.F.
1
1
UNIT K - E2
722 S.F.
1
1
UNIT K - F - SIM1
707 S.F.
1
1
UNIT K - G - SIM 2
705 S.F.
1
1
UNIT K - H
1089 S.F.
2
2
UNIT K - J
1103 S.F.
2
2
UNIT K - M
1079 S.F.
2
2
UNIT K - N - SIM 1
1083 S.F.
2
2
UNIT K - N1 - SIM 1
1082 S.F.
2
2
UNIT K - O - SIM1
1089 S.F.
2
2
UNIT K - P
1099 S.F.
2
2
SHEET TITLE
TITLE SHEET
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
DATE
1501 03-03-2017
TOTAL USABLE COMMON OPEN SPACE TOTAL PASSIVE RECREATION SPACE TOTAL PASSIVE RECREATION SPACE PER LAMC (TOTAL PASSICE RECREATION SPACE CANNOT EXCEED 25% OF REQUIRED USABLE OPEN SPACE PER 12.21 G.2(a)(4)(i) - 18,544 SF X 0.25 = 4,636 SF) TOTAL PRIVATE OPEN SPACE
= 18,544 SF = 7,374 SF = 4,636 SF
SCALE
= 13,600 SF
SHEET NO.
TOTAL OPEN SPACE PROVIDED PER LAMC:
= 36,780 SF
TOTAL OPEN SPACE PROVIDED: = 39,518 SF (INCLUDES ADDITIONAL PASSIVE RECREATION SPACE EXCEEDING 25% OF USABLE OPEN SPACE)
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. = 799 SF = 799 SF
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
PROJECT SITE INFORMATION: SITE ADDRESS:
BUILDING AREA
L IC E DONA
SEE A.L.T.A. / A.C.S.M. LAND TITLE SURVEY SHEET 1 OF 2.
LEGAL DESCRIPTION:
ZONING BUILDING AREA
LANKERSHIM + otsego
PROJECT INFORMATION
As indicated
A001
EXISTING FOUR STORY PARKING GARAGE
AREA 1 - CALCULATIONS EQUATION 5-2 AREA INCREASE DUE TO FRONTAGE (If) If = [ F/P - 0.25 ] W/30 If = [333.75 / 676.81 - 0.25 ] 30/30 = .2431
ASSUMED PROPERTY LINE
F = PERIMETER FRONTAGE = 333.75' (F1+F2) (171.12+162.63) P = TOTAL PERIMETER = 676.81 (P1+P2+P3+P4+P5+P6+P7+P8+P9) (192.35+162.63+69.73+78.15+16.66+29.12+10.79+52.35+65.03)
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x .2431] + [24,000 x 0] Aa= { 24,000 + 5834.4 + 0} Aa= 29834.4
STAMP
AREA 1 - BUILDING AREA
AREA 4
ASSUMED PROPERTY LINE
REN. 6-30-17
E
T
AREA 5
NO. C-13779
13,917 SQ.FT. < 29,834.4 SQ.FT. 13,917 SQ.FT. < 29,834.4 SQ.FT. 13,929 SQ.FT. < 29,834.4 SQ.FT. 13,934 SQ.FT. < 29,834.4 SQ.FT. 1,763 SQ.FT. < 29,834.4 SQ.FT. 57,460 SQ.FT. < 59,668.8 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
ST A
3 HR FIRE WALL, TYP. @ AREA SEPARATION
THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
L IC E DONA
MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 29,834.4 SQ.FT.
CT TE ERIS K
ED A RCH NS S EMP I A TA
OF
A
ALLOWABLE AREA PER STORY = 29834.4 SQ.FT. TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 59668.8 SQ.FT.
NI
EXISTING FOUR STORY BUILDING
R
KLUMP AVENUE
EQUATION 5-1 ALLOWABLE AREA (Aa)
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
AREA 2 - CALCULATIONS E NK LA HIM RS
ASSUMED PROPERTY LINE
EQUATION 5-1 ALLOWABLE AREA (Aa) Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x 0] + [24,000 x 0] Aa= { 24,000 + 0 + 0} Aa= 24,000
EV UL BO
3 HR FIRE WALL, TYP. @ AREA SEPARATION
ALLOWABLE AREA PER STORY = 24,000 SQFT TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 48,000 SQFT
D AR
EXISTING TWO STORY BUILDING EXISTING FOUR STORY BUILDING
AREA 2 - BUILDING AREA MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ.FT. THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
AREA 3
AREA 3a
8,963 SQ.FT. < 24,000 SQ.FT. 8,963 SQ.FT. < 24,000 SQ.FT. 8,965 SQ.FT. < 24,000 SQ.FT. 8,979 SQ.FT. < 24,000 SQ.FT. 8,975 SQ.FT. < 24,000 SQ.FT. 44,845 SQ.FT. < 48,000 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
ASSUMED PROPERTY LINE
AREA 3 - CALCULATIONS EQUATION 5-1 ALLOWABLE AREA (Aa)
AREA 4 3 HR FIRE WALL, TYP. @ AREA SEPARATION
ALLOWABLE AREA PER STORY = 24,000 SQFT TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 48,000 SQFT
AREA 3 - BUILDING AREA
AD
AREA 3
AD
AREA 3a ASSUMED PROPERTY LINE
55'
AD
3 HR FIRE WALL, TYP. @ AREA SEPARATION
69'
AD AD AD
/4" 53
MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ.FT.
3) " (P 8 / 87
THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
AREA 2 '162 ) (P2
20
'-
) (F2
52' - 4 1/4" (P8) AD
Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x 0] + [24,000 x 0] Aa= { 24,000 + 0 + 0} Aa= 24,000
/8"
/8"
AD
75
4)
AREA 1
EQUATION 5-1 ALLOWABLE AREA (Aa)
75
'162
" (P 7/8
FIFTH FLOOR AREA PLAN 1" = 50'-0"
" 1/2 - 9 7) ' 10 (P
4,421 SQ.FT. < 24,000 SQ.FT. 4,421 SQ.FT. < 24,000 SQ.FT. 4,421 SQ.FT. < 24,000 SQ.FT. 4,421 SQ.FT. < 24,000 SQ.FT. 4,421 SQ.FT. < 24,000 SQ.FT. 22,105 SQ.FT. < 48,000 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
AREA 3a - CALCULATIONS
-1 78'
AREA 2
0"
ALLOWABLE AREA PER STORY = 24,000 SQFT TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 48,000 SQFT
AREA 3a - BUILDING AREA MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ.FT.
'29
3 HR FIRE WALL, TYP. @ AREA SEPARATION
6) (P /2" 11
' 16
THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
) P5 "( 8 -
65' - 0 3/8" (P9)
AREA 5
AREA 4
6,115 SQ.FT. < 24,000 SQ.FT. 6,115 SQ.FT. < 24,000 SQ.FT. 6,115 SQ.FT. < 24,000 SQ.FT. 6,458 SQ.FT. < 24,000 SQ.FT. 6,445 SQ.FT. < 24,000 SQ.FT. 31,248 SQ.FT. < 48,000 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
AREA 4 - CALCULATIONS EQUATION 5-1 ALLOWABLE AREA (Aa) Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x 0] + [24,000 x 0] Aa= { 24,000 + 0 + 0} Aa= 24,000 ALLOWABLE AREA PER STORY = 24,000 SQFT TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 48,000 SQFT
AREA 1 AREA 3
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x 0] + [24,000 x 0] Aa= { 24,000 + 0 + 0} Aa= 24,000
LANKERSHIM + otsego
AREA 5
AREA 3a
AREA 4 - BUILDING AREA
ASSUMED PROPERTY LINE 33' - 5 3/8"
AD AD AD
MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ.FT. THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
171' - 1 1/2" (F1)
OTSEGO STREET
> 30'
192' - 4 1/4" (P1)
AREA 2
9,314 SQ.FT. < 24,000 SQ.FT. 9,314 SQ.FT. < 24,000 SQ.FT. 9,314 SQ.FT. < 24,000 SQ.FT. 9,314 SQ.FT. < 24,000 SQ.FT. 9,314 SQ.FT. < 24,000 SQ.FT. 46,570 SQ.FT. < 48,000 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
AREA 5 - CALCULATIONS
SIXTH FLOOR AREA PLAN 1" = 50'-0"
THIRD FLOOR AREA PLAN 1/16" = 1'-0"
AREA 1
EQUATION 5-1 ALLOWABLE AREA (Aa) Aa= { At + [At x If] + [At x Is] Aa= { 24,000 + [24,000 x 0] + [24,000 x 0] Aa= { 24,000 + 0 + 0} Aa= 24,000 ALLOWABLE AREA PER STORY = 24,000 SQFT TOTAL ALLOWABLE BUILDING AREA PER SECTION 506.4.1: 2 x Aa = 48,000 SQFT
SPA DECK
DECK
ELEVATOR #4
STAIR #4
REC ROOM
AREA 5
AREA 4
AREA 5
SHEET TITLE
BUILDING AREA FRONTAGE INCREASE CALCULATIONS
AREA 5 - BUILDING AREA MAX ALLOWABLE AREA PER STORY PER EQUATION 5-2: 24,000 SQ.FT. THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: SIXTH FLOOR: SEVENTH FLOOR: TOTAL:
AREA 4
6,279 SQ.FT. < 24,000 SQ.FT. 6,279 SQ.FT. < 24,000 SQ.FT. 6,279 SQ.FT. < 24,000 SQ.FT. 6,279 SQ.FT. < 24,000 SQ.FT. 4,024 SQ.FT. < 24,000 SQ.FT. 29,140 SQ.FT. < 48,000 SQ.FT. (MAX ALLOWABLE BUILDING AREA)
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
AREA 3a
AREA 3
STAIR #2
AD AD AD
AREA 3
ELEVATOR #3
AD FITNESS CENTER
AREA 3a
AD AD
N LA R KE
AD
AD AD
AV
COURTYARD
AREA 1
LOUNGE
AREA 2
DOG WASH
SCALE
SPA
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
DECK
FOURTH FLOOR AREA PLAN 1" = 50'-0"
AREA 1
SECOND FLOOR BUILDABLE AREA 1" = 50'-0"
JOB NO. DATE
ELEVATOR #2
STAIR #1
GAME ROOM
POOL
SEVENTH FLOOR AREA PLAN 1" = 50'-0"
E
3/9/2017 2:28:50 PM
U EN
LOUNGE
AREA 2
IM
AD
SH
AD AD AD
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
1501 03-03-2017 As indicated
SHEET NO.
OTSEGO STREET
A072a
TOTAL BUILDABLE AREA (R4-2 + C4-1) PROPOSED:
REC ROOM
DECK
R-2 10,780 SF
R-2 10,463 SF
OLF = 200
OLF = 200
OCC. LOAD = 54
AREA #3
AREA #3
DECK
R-2 3,266 SF OLF = 200
R-2 9,179 SF
OCC. LOAD = 16 OLF = 200
AREA #5
714 SF
OLF = 15
OCC. LOAD = 48
OCC. LOAD = 46
R-2 6,088 SF
R-2 9,179 SF
OLF = 200
OLF = 200
OCC. LOAD = 31
AREA #5
AREA #4
OCC. LOAD = 46
AREA #4
OPEN BALCONY, TYP.
ASSUMED PROPERTY LINE
REC. ROOM AREA #5
725 SF
OLF = 15
OCC. LOAD = 48
= 1,695 SF = 8,759 SF = 10,780 SF = 9,179 SF = 714 SF = 3,266 SF
BUILDABLE AREA
= 34,393 SF
RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 K - BALCONIES L - BALCONIES
LOUNGE AREA #1 RESIDENTIAL AREA #1 = 1,695 SF OCCUPANT LOAD: LOUNGE AREA: 725 SF NET = 48 OCC. GAME ROOM: 683 SF NET = 46 OCC. BATHROOM/LOCKERS = 0 OCC.
3 HR FIRE WALL, TYP. @ AREA SEPARATION 3 HR FIRE WALL, TYP. @ AREA SEPARATION
BUILDABLE AREA
= 13,311 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 125 SF = 883 SF
AD
ASSUMED PROPERTY LINE
AD
AD
COVERED BALCONY, TYP. 3 HR FIRE WALL, TYP. @ AREA SEPARATION 3 HR FIRE WALL, TYP. @ AREA SEPARATION
= 48,808 SF
3 HR FIRE WALL, TYP. @ AREA SEPARATION
3 HR FIRE WALL, TYP. @ AREA SEPARATION
POOL SPA
R-2 8,759 SF OLF = 200
OCC. LOAD = 44
R-2 8,759 SF OLF = 200
DECK
ASSUMED PROPERTY LINE
OCC. LOAD = 44 ASSUMED PROPERTY LINE
AREA #2
AREA #2
683 SF
OLF = 15
OCC. LOAD = 46
R-2 13,311 SF OLF = 200
FOURTH FLOOR BUILDABLE AREA 1" = 40'-0"
GAME ROOM AREA #1
ASSUMED PROPERTY LINE
ASSUMED PROPERTY LINE
3 HR FIRE WALL, TYP. @ AREA SEPARATION
3 HR FIRE WALL, TYP. @ AREA SEPARATION
OCC. LOAD = 67
AREA #1
R-2
485 SF
OLF = 15
OCC. LOAD = 33
= 13,691 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 144 SF = 834 SF = 49,158 SF
FOURTH FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 AREA #5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,311 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 125 SF = 883 SF = 48,808 SF
FIFTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,340 SF = 8,743 SF = 10,463 SF = 9,179 SF = 6,088 SF = 140 SF = 852 SF = 48,805 SF
SIXTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
= 13,335 SF = 8,759 SF = 10,799 SF = 9,179 SF = 6,088 SF = 146 SF = 878 SF = 49,184 SF
SEVENTH FLOOR: RESIDENTIAL AREA 1 RESIDENTIAL AREA 2 RESIDENTIAL AREA 3 RESIDENTIAL AREA 4 RESIDENTIAL AREA 5 TOTAL
= 1,695 SF = 8,759 SF = 10,780 SF = 9,179 SF = 3,980 SF = 34,393 SF
STAMP
ED A RCH NS S EMP I A TA NO. C-13779
R-2 10,463 SF
OLF = 200
OLF = 200
OCC. LOAD = 54
ELEVATOR #4
R-2 10,799 SF
= 308,168 SF
ALLOWABLE SF
= 323,296.87 SF
KLUMP LOBBY
OCC. LOAD = 53 BICYCLE ROOM STAIR #3A
R-2 1,495 SF OLF = 15
OCC. LOAD = 100
LOBBY #2 BICYCLE ROOM
OLF = 200
AREA #4
OPEN BALCONY, TYP.
OCC. LOAD = 31
OLF = 200
AREA #5
4 D# AR TY R U CO
OCC. LOAD = 46
AREA #4
R2
241 SF
OLF = 15
OCC. LOAD = 16
ELECTRICAL
GROUND FLOOR
FAN ROOM
FUTURE MARKET LOBBY #1 MEZZANINE LOBBY #2 LOBBY #3
COURTYARD #4
ASSUMED PROPERTY LINE
ASSUMED PROPERTY LINE
THIRD FLOOR
SIXTH FLOOR
UP
= 25,261 SF = 1,320 SF = 656 SF = 1,495 SF = 485 SF
RES. TRASH #2
AREA #5
OCC. LOAD = 46
R-2 9,179 SF
ELEVATOR #3
OLF = 200
R-2 6,088 SF
STAIR #2
OCC. LOAD = 31
N AN LANKERSHIM MAIN LOBBY
OX KN X BO
UP DN
AD
COVERED BALCONY, TYP. 3 HR FIRE WALL, TYP. @ AREA SEPARATION 3 HR FIRE WALL, TYP. @ AREA SEPARATION
ASSUMED PROPERTY LINE
BUILDABLE AREA
OPEN BALCONY, TYP.
AD
= 29,217 SF
AD
AD
COVERED BALCONY, TYP. 3 HR FIRE WALL, TYP. @ AREA SEPARATION 3 HR FIRE WALL, TYP. @ AREA SEPARATION
= 49,158 SF
BUILDABLE AREA
= 49,184 SF
= 13,691 SF = 8,759 SF = 10,463 SF = 9,179 SF = 6,088 SF = 144 SF = 834 SF
3 HR FIRE WALL, TYP. @ AREA SEPARATION
R-2
656 SF
OLF = 100
OCC. LOAD = 14
RESIDENTIAL TRASH #1
MEZZANINE
3 HR FIRE WALL, TYP. @ AREA SEPARATION
345 SF (ALLOWABLE 660 SF) TYPE I MEZZANINE: 50% OPEN SPACE OF LOBBY #1 (1320 SF)
ELEVATOR #1
AD AD
R-2 8,759 SF OLF = 200
R-2 8,759 SF
OCC. LOAD = 44
OLF = 200
OCC. LOAD = 44
ASSUMED PROPERTY LINE
AREA #2
SIXTH FLOOR BUILDABLE AREA 1" = 40'-0"
R-2 1,320 SF
AREA #2
OLF = 15
ASSUMED PROPERTY LINE
R-2 13,691 SF
OLF = 200
OLF = 200
THIRD FLOOR BUILDABLE AREA 1" = 40'-0"
AREA #1
OCC. LOAD = 69
287 SF
OLF = 15
OCC. LOAD = 19
LOBBY #2
FAN ROOM
OCC. LOAD = 88
GROUND FLOOR BUILDABLE AREA 1" = 40'-0"
AREA #1
R-2
ELECTRICAL
FUTURE MARKET
LOBBY #1
R-2 13,335 SF OCC. LOAD = 67
ELECTRICAL RM.
AD
ELEVATOR #2
ASSUMED PROPERTY LINE
RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 K - BALCONIES L - BALCONIES
AD
ELEVATOR #2
AD
STAIR #1
BUILDABLE AREA
= 13,335 SF = 8,759 SF = 10,799 SF = 9,179 SF = 6,088 SF = 146 SF = 878 SF
STAIR #1
RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 K - BALCONIES L - BALCONIES
CA L I F
STAIR #3B
ELECTRICAL
OLF = 200
OF
BICYCLE ROOM
AREA #3
AREA #3
R-2 9,179 SF
E
O
LOBBY #3
STAIR #4
R-2 6,088 SF
REN. 6-30-17
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
GRAND TOTAL
RES. TRASH #3
SEVENTH FLOOR BUILDABLE AREA 1" = 40'-0"
R-2
FOR OCCUPANCY CALCS @ POOL DECKS, SEE 1 / A632
THIRD FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
T
RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 REC. ROOM AREA #5 RESIDENTIAL AREA #5
FOURTH FLOOR
= 12,354 SF = 13,151 SF = 6,181 SF = 14,944 SF = 167 SF = 1,806 SF = 48,603 SF
ST A
R-2 ASSUMED PROPERTY LINE
SEVENTH FLOOR
ASSUMED PROPERTY LINE
SECOND FLOOR: RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 KLUMP BALCONIES LANKERSHIM BALCONIES TOTAL
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
CT TE ERIS K
R-2
OCC. LOAD = 53
DE Architects AIA
A
SPA
= 25,261 SF = 1,320 SF = 656 SF = 1,495 SF = 485 SF = 29,217 SF
NI
GROUND FLOOR FUTURE MARKET LOBBY #1 MEZZANINE LOBBY #2 LOBBY #3 TOTAL
R
3 HR FIRE WALL, TYP. @ AREA SEPARATION
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
3 HR FIRE WALL, TYP. @ AREA SEPARATION
L IC E DONA
FOR OCCUPANCY CALCS @ SPA DECK, SEE 2 / A634
ALLOWABLE BUILDABLE AREA (R4-2 + C4-1) = 323,296.87 SF
ASSUMED PROPERTY LINE
LANKERSHIM + otsego
ASSUMED PROPERTY LINE
M
7,443 SF
OLF = 300
OCC. LOAD = 25
FUTURE MARKET STORAGE/STOCK/SHIPPING
M 17,822 SF OLF = 30
OCC. LOAD = 594
FUTURE MARKET GRADE FLOOR AREA
ASSUMED PROPERTY LINE
COURTYARD #4
3 HR FIRE WALL, TYP. @ AREA SEPARATION
R-2 1,470 SF OLF = 50
OLF = 200
OUTDOOR FITNESS
COURTYARD #3
R-2 10,463 SF
OCC. LOAD = 30
R-2 2,829 SF
OCC. LOAD = 53
OLF = 50
AREA #3
OCC. LOAD = 57
FITNESS CENTER AREA #2
OUTDOOR FITNESS
OPEN BALCONY, TYP.
R-2 6,088 SF OCC. LOAD = 31
OLF = 200
AREA #5
R-2 14,944 SF
COVERED BALCONY, TYP.
OCC. LOAD = 46
OLF = 200
OCC. LOAD = 75
AD
R-2 3,154 SF OLF = 15
AD
FIFTH FLOOR
BUILDABLE AREA
AD
= 13,340 SF = 8,743 SF = 10,463 SF = 9,179 SF = 6,088 SF = 140 SF = 852 SF
AD
ASSUMED PROPERTY LINE
OPEN BALCONY, TYP. AD
SECOND FLOOR
AD
COVERED BALCONY, TYP. 3 HR FIRE WALL, TYP. @ AREA SEPARATION 3 HR FIRE WALL, TYP. @ AREA SEPARATION
= 48,805 SF 3 HR FIRE WALL, TYP. @ AREA SEPARATION
RESIDENTIAL AREA #1 LOUNGE AREA #1 BUSINESS CENTER AREA #1 DOG WASH AREA #1 RESIDENTIAL AREA #2 FITNESS CENTER AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 K - BALCONIES L - BALCONIES
#2 RD YA AD T UR CO AD
AD
= 10,541 SF = 1,305 SF = 233 SF = 275 SF = 11,474 SF = 2,829 SF = 5,029 SF = 14,944 SF = 167 SF = 1,806 SF
LOUNGE
OCC. LOAD = 44
AREA #2
= 48,603 SF
3/9/2017 2:30:02 PM
OLF = 200
R-2 13,340 SF FIFTH FLOOR BUILDABLE AREA 1" = 40'-0"
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
OLF = 200
OCC. LOAD = 67
AREA #1
R-2
290 SF
OLF = 15
OCC. LOAD = 19
OCC. LOAD = 87
LOUNGE AREA #1
R-2
233 SF
OLF = 100
OCC. LOAD = 2
BUSINESS CENTER AREA #1
OCC. LOAD = 57
AREA #2
SECOND FLOOR BUILDABLE AREA 1" = 40'-0"
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
COURTYARD #2
R-2 1,305 SF BUSINESS
R-2 11,474 SF
ASSUMED PROPERTY LINE
COURTYARD #1
OLF = 15
R-2 8,743 SF OLF = 200
OCC. LOAD = 210
COURTYARD #1
DOG WASH
BUILDABLE AREA
OCC. LOAD = 25
AREA #3
ASSUMED PROPERTY LINE
RESIDENTIAL AREA #1 RESIDENTIAL AREA #2 RESIDENTIAL AREA #3 RESIDENTIAL AREA #4 RESIDENTIAL AREA #5 K - BALCONIES L - BALCONIES
ALLOWABLE AREA CALCS
AD
FITNESS CENTER
AREA #4
AREA #4
OLF = 200
AD
AD
OLF = 200
R-2 9,179 SF
SHEET TITLE
R-2 5,029 SF
R-2 10,541 SF OLF = 200
OCC. LOAD = 53
AREA #1
R-2
275 SF
OLF = 100
OCC. LOAD = 3
DOG WASH AREA #1
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A073
LEGEND
F.E.C.
FIRE EXTINGUISHER CABINET SEMI-RECESSED (MAX 75' TRAVEL DISTANCE FROM ANY PORTION OF BUILDING) 2013 CBC SEC. 906 SEE DETAILS A900 SERIES WALL MOUNTED DIRECTIONAL EXIT SIGNAGE NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEARES VISIBLE SIGN (1011)
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
PER CBC 2013 TABLE 1016.1 EXIT TRAVEL DISTANCE FOR SPRINKLERED BUILDING SHALL NOT EXCEED: 250' FOR R2-OCCUPANCY & M-OCCUPANCY 400' FOR S2-OCCUPANCY
EXIT TRAVEL DISTANCE 82'-6"
236' - 3 7/ 8"
EXIT TRAVEL DISTANCE 166'-10"
STAIR #4 ELEVATOR #4
STAIR #4 ELEVATOR #4
REC ROOM
FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON ADDRESS SIDE OF BUILDING (L.A.M.C. 57.138)
STAIR #3B
STAIR #3B
BUILDING ADDRESS SHALL BE PROVIDED AT OR NEAR ENTRANCE OF THE BUILDING IN ACCORDANCE TO L.A.M.C. 57.09.101
FD WET STANDPIPE
ED A RCH NS S EMP I A TA
CT TE ERIS K
FD WET STANDPIPE
STAMP
DECK
ST A
FD WET STANDPIPE
REN. 6-30-17
EXIT TRAVEL DISTANCE 177'-1"
1/ 3 6"
FD WET STANDPIPE
DI AG
O NA L
EXIT TRAVEL DISTANCE 153'-1"
FD WET STANDPIPE
1/ 3
32 6' -
3" DI ST AN CE
FD WET STANDPIPE =
10 8'9"
FD WET STANDPIPE
FD WET STANDPIPE
EXIT TRAVEL DISTANCE 133'-11"
ON AL
32 6' DI -1 ST AN 1" CE = 10
8'10
11 /1 6"
FD WET STANDPIPE
EXIT TRAVEL DISTANCE 133'-11"
STAIR #5
STAIR #5
EXIT TRAVEL DISTANCE 116'-9"
153' - 2
1/8"
2 1/2"
EXIT TRAVEL DISTANCE 116'-9"
EXIT TRAVEL DISTANCE 248'-3"
153' -
FD WET STANDPIPE EXIT TRAVEL DISTANCE 74'-9"
-
EXIT TRAVEL DISTANCE 153'-0"
FD WET STANDPIPE EXIT TRAVEL DISTANCE 217'-2"
?
EXIT TRAVEL DISTANCE 169'-9"
STAIR #1
ELEVATOR #2
FD WET STANDPIPE
ELEVATOR #2
FD WET STANDPIPE
STAIR #1
DI AG
EXIT TRAVEL DISTANCE 230'-3"
DECK
COMMON PATH OF EGRESS 64'-2"
EXIT TRAVEL DISTANCE 148'-4"
COMMON PATH OF EGRESS 64'-2"
EXIT TRAVEL DISTANCE 237'-9"
EXIT TRAVEL DISTANCE - SEVENTH FLOOR 1" = 30'-0"
EXIT TRAVEL DISTANCE - THIRD THRU FIFTH FLOOR 1" = 30'-0"
236' - 3 7/ 8"
EXIT TRAVEL DISTANCE 166'-10"
STAIR #4
ELEVATOR #4
ELEVATOR #4
STAIR #4
STAIR #3B
236' - 1 3/ 8"
EXIT TRAVEL DISTANCE 166'-10"
FD WET STANDPIPE
COURTYARD #4
FD WET STANDPIPE
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
15/1
LANKERSHIM + otsego
78'3
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
ELEVATOR #3
1/8" ONA L DI STA NCE =
CA L I F
EXIT TRAVEL DISTANCE 177'-1"
STAIR #2
EXIT TRAVEL DISTANCE 77'-9"
235 '-0
ELEVATOR #3
DIA G
STAIR #2
1/3
272' 1/3 D - 3" IAGO NAL DIST ANC E=9 0'-9"
OF
R
T
E
A
NO. C-13779
FD WET STANDPIPE
NI
DECK
FD WET STANDPIPE
236' - 6 1/ 4"
EXIT TRAVEL DISTANCE 166'-10"
L IC E DONA
FD WET STANDPIPE
FD WET STANDPIPE
STAIR #3B
FD WET STANDPIPE
FD WET STANDPIPE
EXIT TRAVEL DISTANCE 177'-1"
RAMP DN 1/3 D IAGO NAL
0'-9 1/8"
ELEVATOR #3
FD WET STANDPIPE
STAIR #2
1/ 3
DI AG O NA L
-31 /8" DIST ANC E=8 7' - 5
1/16 "
32
9' -9 DI 3/ ST 4" AN CE = 10
9' -1 1
COURTYARD #3
262'
FITNESS CENTER (YOGA STUDIO)
FITNESS CENTER
EXIT TRAVEL DISTANCE 82'-7"
1/ 4"
FD WET STANDPIPE FD WET STANDPIPE
ELEVATOR #3
-33 /8" AL D ISTA NCE =9
STAIR #2
272'
EXIT TRAVEL DISTANCE 177'-1"
STAIR #7
1/3 D IAGO N
FD WET STANDPIPE
FD WET STANDPIPE FD WET STANDPIPE
SHEET TITLE
FD WET STANDPIPE
EXIT TRAVEL DISTANCE 133'-11"
EXIT TRAVEL DISTANCE PLANS
EXIT TRAVEL DISTANCE 136'-8"
STAIR #5
COURTYARD #1
154' -
2 1/2"
4 5/8"
EXIT TRAVEL DISTANCE 116'-9"
EXIT TRAVEL DISTANCE 225'-8"
153' -
#5 AIR ST
EXIT TRAVEL DISTANCE 119'-7"
EXIT TRAVEL DISTANCE 239'-9"
FD WET STANDPIPE EXIT TRAVEL DISTANCE 217'-2"
ELEVATOR #2
STAIR #1
ELEVATOR #2
STAIR #1
FD WET STANDPIPE
FD WET STANDPIPE EXIT TRAVEL DISTANCE 225'-3"
FD WET STANDPIPE
EXIT TRAVEL DISTANCE 231'-0"
DOG WASH
EXIT TRAVEL DISTANCE 222'-8"
COMMON PATH OF EGRESS 53'-11"
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO.
3/9/2017 2:31:33 PM
DATE
EXIT TRAVEL DISTANCE - SIXTH FLOOR 1" = 30'-0"
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
LOUNGE
FD WET STANDPIPE
COMMON PATH OF EGRESS 64'-2"
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
EXIT TRAVEL DISTANCE 236'-3"
EXIT TRAVEL DISTANCE - SECOND FLOOR 1" = 30'-0"
SCALE
1501 03-03-2017 As indicated
SHEET NO.
A079
DOOR SCHEDULE HRD
DOOR TYPES
DWELLING UNITS A
20 MIN.
WOOD S.C.
U2
3' - 0"
7' - 0"
0' - 1 3/8"
B
-
U3
2' - 10"
6' - 8"
0' - 1 3/8"
A
-
H.M./ GLASS WOOD H.C.
U4
2' - 10"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U5
5' - 0"
6' - 8"
0' - 1 3/8"
C
-
WOOD H.C.
U6
2' - 0"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U7
2' - 10"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U8
8' - 0"
6' - 8"
0' - 1 3/8"
D
-
WOOD H.C.
U9
8' - 0"
6' - 8"
0' - 1 3/8"
D
-
WOOD H.C.
U10
4' - 0"
6' - 8"
0' - 1 3/8"
C
-
WOOD H.C.
U11
2' - 10"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U12
5' - 0"
6' - 8"
0' - 1 3/8"
D
-
WOOD H.C.
U13
6' - 0"
6' - 8"
0' - 1 3/8"
D
-
WOOD H.C.
U14
2' - 6"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U15
2' - 10"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U16
3' - 0"
6' - 8"
0' - 1 3/8"
A
-
WOOD H.C.
U17
3' - 0"
6' - 8"
0' - 1 3/8"
M
-
WOOD H.C.
U18
5' - 0"
6' - 8"
0' - 1 3/8"
Q
-
WOOD H.C.
H.M. WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD
7, 19 /A906
8, 20 /A906
6/A906
9/A906
11,12,13,14 /A906 12,14 /A906
1/A906
2/A906
-
UNIT BEDROOM DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT BATHROOM DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE. PROVIDE SCHLUTER TRANSITION
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
3/A906
-
-
UNIT CLOSET SLIDING DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
3/A906
-
-
UNIT CLOSET SLIDING DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
3/A906
-
-
UNIT CLOSET SLIDING DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
3/A906
-
-
UNIT ENTRY DOOR, SINGLE FLUSH, SELF CLOSING HINGES, SMOKE DRAFT GASKET, KEY FOB
TEMPERED TEMPERED
TEMPERED, TYP.
DE Architects AIA
UNIT BALCONY, EXTERIOR GLASS DOOR
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
A
SMOOTH SURFACE
B
C
D
E
SMOOTH SURFACE
F STAMP
UNIT CLOSET SLIDING DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT LAUNDRY CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
3' - 0"
*REF. 27/A902 FOR TYPICAL FENCE
*REF.27/902 FOR TYPICAL FENCE
V.I.F.
1" x 2 1/4" FLAT STEEL BAR
ED A RCH NS S EMP I A TA
6' - 0" V.I.F.
NO. C-13779
1" x 2 1/4" FLAT STEEL BAR
1/2" x 1 1/2" FLAT STEEL BAR, TYP 1/2" x 1 1/2" FLAT STEEL BAR, TYP
1/A906
2/A906
-
UNIT LAUNDRY CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A906
2/A906
-
UNIT CLOSET DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
33/A906
34/A906
-
UNIT LAUNDRY CLOSET BI-FOLD LOUVERED DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
SOLID 18 ga MTL BACKING 3" X 3" STEEL TUBE, TYP.
KICK PLATE ANCHOR TO WALL TYP
10"
0' - 1 3/4"
6' - 0" U.N.O.
8' - 0"
10"
3' - 0"
HEIGHT PER SCHEDULE
U1
REN. 6-30-17
E
OF
A
SEMI GLOSS STAND. COLOR SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
REMARKS
NI
H.M.
THRESHOLD DETAIL
R
SEMI GLOSS STAND. COLOR SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
HEAD DETAIL JAMB DETAIL
L IC E DONA
FRAME FINISH
CA L I F
O
SOLID 18 ga MTL BACKING 3" X 3" STEEL TUBE, TYP.
12"
FRAME MATERIAL
KICK PLATE 10"
DOOR FINISH
8' - 0" U.N.O.
DOOR MATERIAL
12"
FIRE RATING
CT TE ERIS K
TYPE
T
THICK.
ST A
HEIGHT
10"
WIDTH
TYP.
DOOR NO.
ANCHOR TO WALL TYP.
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
COMMON SPACES
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
WOOD S.C.
CS4
6' - 0"
8' - 0"
0' - 1 3/4"
C
-
WOOD S.C.
CS5
6' - 0"
8' - 0"
0' - 1 3/4"
C
20 MIN.
H.M.
CS6
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
H.M.
CS7
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
WOOD S.C.
CS8
14' - 0"
8' - 0"
0' - 2"
F
-
CS9
3' - 0"
8' - 0"
0' - 1 3/4"
B
-
CS10
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M./ GLASS H.M./ GLASS WOOD S.C.
CS11
3' - 0"
6' - 8"
0' - 1 3/4"
A
-
WOOD H.C.
CS12
3' - 0"
6' - 8"
0' - 1 3/4"
A
-
WOOD H.C.
CS13
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
WOOD H.C.
CS14
3' - 0"
7' - 9 1/2"
0' - 2"
B
-
ALUM.
CS15
3' - 0"
8' - 0"
0' - 2"
B
-
GLASS
CS16
3' - 0"
8' - 0"
0' - 2"
B
-
GLASS
CS17
3' - 0"
7' - 9 1/2"
0' - 2"
B
-
ALUM.
CS18
3' - 0"
8' - 0"
0' - 1 3/4"
B
-
GLASS
CS19
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
CS20
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
CS21
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
ALUM. ALUM.
ALUM.
1/A907
2/A907
32 /A906
H.M.
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS ALUM.
7/A906
8/A906
11,12 /A906
4/A906
5/A904
-
REC. ROOM - BATHROOM DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
4/A906
5/A904
-
REC. ROOM - STORAGE DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
4/A906
5/A904
-
REC. ROOM - INTERIOR DOOR, HOLLOW CORE MOLDED HARDBOARD DOOR, MASONITE
1/A907
2/A907
1/A907
FITNESS ROOM - PROVIDE CLOSER, PANIC HARDWARE
MTL MTL H.M. H.M. MTL
MTL MTL MTL ALUM. H.M.
19/A906
20/A906
13,14 /A906
30/A906
31/A906
13/A906
FITNESS ROOM - RESTROOM DOOR
30/A906
31/A906
13/A906
YOGA - STORAGE DOOR
19/A906
20/A906
13/A906
FITNESS ROOM - ENTRY DOOR - PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB
7, 19 /A906
8, 20 /A906
13, 32 /A906
4/A906
5/A904
-
LOUNGE TO GAME ROOM INTERIOR DOOR
10/A906
10/A906 SIM
29/A906
LOUNGE EXTERIOR GLASS FOLDING DOOR LOUNGE EXTERIOR GLASS DOOR - PROVIDE CLOSER, KEY FOB
FITNESS ROOM - PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET, KEY FOB
G
COMMON SPACE - RESTROOM DOOR
REC. ROOM - ENTRY DOOR - SOLID CORE DOOR, PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB
6/A906
9/A906
14/A906
LOUNGE - PROVIDE PANIC HARDWARE, CLOSER
ALUM.
SEMI GLOSS ALUM.
1/A907
2/A907
1/A907
MANAGEMENT OFFICE - GLASS DOOR
ALUM.
ALUM.
1/A907
2/A907
-
YOGA ROOM
H.M.
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
7/A906
8/A906
32 /A906
GAME ROOM
7/A906
8/A906
13/A906
LOUNGE - PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
7/A906
8/A906
7/A906
8/A906
EQ
H.M. H.M. H.M.
H
EQ
EQ
APARTMENT ENTRY DOORS AND FRAMES - PRE-ASSEMBLED SOLID CORE ENTRY DOORS WITH SPLIT-JAMB METAL FRAMES FOR ALL EXTERIOR APARTMENT ENTRIES. DOOR MANUFACTURER - JELD-WEN-CONTINENTAL DOOR OR APPROVED EQUAL. - COMMERCIAL GRADE HOLLOW METAL DOORS AND FRAMES COMPLYING WITH SDI-100 STANDARDS SHALL BE USED FOR INTERIOR AND EXTERIOR COMMON USE DOORS RECEIVING HEAVY USE, SUCH AS STAIRS, MAINTENANCE AND STORAGE AREAS. LEVEL 2 DOORS AND FRAMES FOR EXTERIOR LOCATIONS AND LEVEL 1 DOORS AND FRAMES FOR INTERIOR LOCATIONS. INSULATED DOORS FOR EXTERIOR LOCATIONS. HOLLOW METAL DOOR FACES ARE REQUIRED FOR EXTERIOR DOORS NOT PROTECTED BY AN OVERHANG. - ALL APARTMENT ENTRY DOORS (FRONT, REAR, PATIO AND BALCONY) AND COMMON AREA DOORS SHOULD BE 3'-0" WIDE.
EQ
EQ
M
WOOD DOORS AND FRAMES - PRE-ASSEMBLED HOLOW-CORE MOLDED HARDBOARD DOORS AND SPLIT-JAMB WOOD FRAMES FOR ALL APARTMENT INTERIOR DOORS. 6-PANEL, WOOD GRAIN, WITH COLONIAL CASING. ACCEPTABLE APARTMENT INTERIOR DOOR MANUFACTURERS ARE MASONITE, CRAFTMASTER AND JELD-WEN. - UREA-FORMALDEHYDE-FREE DOOS AND FRAMES, INCLUDING DOOR CORE AND ADHESIVES. DOOR FACING SHOULD NOT BE LUAN OR OTHER ENDANGERED WOOD SPECIES.
-
GLASS
G3
6' - 0"
9' - 9"
0' - 2"
E
-
GLASS
G4
3' - 0"
8' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
G5
8' - 0"
7' - 0"
0' - 1 3/4"
G
90 MIN.
STEEL
G6
3' - 0"
8' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
G7
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
G8
3' - 0"
7' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
G9
3' - 0"
7' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
G10
3' - 0"
8' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
G11
6' - 0"
8' - 0"
0' - 1 3/4"
C
180 MIN.
H.M.
G12
6' - 0"
8' - 0"
0' - 1 3/4"
C
20 MIN.
H.M.
G13
3' - 0"
7' - 0"
0' - 1 3/4"
A
-
H.M.
G14
2' - 10"
7' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
3' - 0"
8' - 0"
0' - 1 3/4"
A
180 MIN.
H.M.
G16
3' - 0"
8' - 0"
0' - 1 3/4"
A
20 MIN.
H.M.
G17
3' - 0"
7' - 0"
0' - 1 3/4"
A
-
H.M.
G18
3' - 0"
7' - 0"
0' - 1 3/8"
A
-
H.M.
G19
8' - 0"
8' - 0"
0' - 1 3/4"
D
180 MIN.
H.M.
3' - 0"
7' - 0"
0' - 1 3/4"
A
-
H.M.
G21
8' - 0"
8' - 0"
0' - 1 3/4"
D
-
H.M.
G22
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
H.M.
G23
3' - 0"
7' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
G24
3' - 0"
8' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
LANKERSHIM LOBBY #2 ENTRY - PROVIDE CLOSER, KEY FOB
ALUM.
ALUM.
1/A907
2/A907
1/A907
KLUMP MAIN LOBBY ENTRY - PROVIDE CLOSER, KEY FOB
ALUM.
ALUM.
1/A907
2/A907
1/A907
LANKERSHIM MAIN LOBBY ENTRY - PROVIDE CLOSER, KEY FOB
H.M.
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
17/A906
17/A906 SIM
13/A906
LANKERSHIM MAIN LOBBY ENTRY (GARAGE SIDE) - PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB
21/A906
22/A906
-
STEEL H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M.
V.I.F.
3" X 3" STEEL TUBE
3" X 3" STEEL TUBE, TYP.
- WHERE BI-FOLD OR BI-PASS ARE LOCATED IMMEDIATELY ADJACENT TO SWING DOORS, UNDERCUT BI-FOLD/BI-PASS DOORS SO THAT CASING TRIM CONCEALING TRACK WILL ALIGN WITH ADJACENT SWING DOOR CASING. - PROVIDE MDF JAMBS AT BI-PASS DOORS.
17/A906
17/A906 SIM
13,14 /A906
17/A906
17/A906 SIM
14/A906
BICYCLE ROOMS - PROVIDE CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
KLUMP MAIN LOBBY ENTRY (GARAGE SIDE) - PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB
17/A906
17/A906 SIM
13/A906
RESIDENTIAL TRASH ROOM #3 - PROVIDE CLOSER, SMOKE DRAFT GASKET
7/A906
8/A906
11,13 /A906
7, 19 /A906
8, 20 /A906
7/A906
8/A906
6/A906
9/A906
-
6/A906
9/A906
13/A906
ANCHOR TO WALL, TYP.
RESIDENTIAL TRASH ROOMS - ROLL UP DOOR RESIDENTIAL TRASH ROOM #2 - PROVIDE CLOSER, SMOKE DRAFT GASKET
- ACCESS DOORS - PROVIDE FLUSH, LOCKABLE ACCESS DOORS FOR PUBLIC AND COMMON AREAS. ALL ACCESS DOORS FOR PROJECT SHOULD BE KEYED TO THE SAME MASTER KEY.
CORRUGATED MTL. INFILL
O
P
- PROVIDE INSULATED GLAZING FOR STOREFRONTS, SIDELIGHTS AND TRANSOMS. PROVIDE SINGLE GLAZING FOR ENTRANCE DOORS.
TRASH CHUTE ROOM - SELF CLOSING HINGES. PROVIDE CLOSER, SMOKE DRAFT GASKET
- ENTRANCE DOOR STILE AND HEAD RAIL DIMENSIONS AND FRAME DIMENSIONS SHALL BE COORDINATED WITH SPECIFIED HARDWARE, SUCH AS EXIT DEVICES, LOCKSETS, ELECTRIC STRIKES AND CLOSERS TO ENSURE ADEQUATE CLEARANCE FOR MOUNTING HARDWARE.
11,12,13 /A906 FIRE DOOR - HOLD OPEN DEVICE DOOR, PROVIDE PANIC HARDWARE, SMOKE DRAFT GASKET - PROVIDE ELECT. POWER 11,13 /A906 L.V. CLOSET
SAFETY GLAZING NOTES: PROVIDE SAFETY GLAZING AS REQUIRED PER 2013 CBC SECTION 2406. a.GLAZING IN INGRESS AND EGRESS DOORS
ELEVATOR EQUIPMENT ROOM AT ROOF ENCLOSED PLANTER SERVICE DOOR, PROVIDE CLOSER
8' - 0"
0' - 2"
E
-
GLASS
M2
3' - 0"
8' - 0"
0' - 2"
B
-
GLASS
M3
3' - 0"
8' - 0"
0' - 2"
B
-
GLASS
M4
6' - 0"
8' - 0"
0' - 1 3/4"
C
45 MIN.
H.M.
M5
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
H.M.
0' - 8"
P
-
GLASS
19' - 1 1/2" 10' - 9 1/2"
M7
10' - 0"
14' - 0"
0' - 1 3/4"
G
M8
4' - 0"
8' - 0"
0' - 2"
A
STEEL 45 MIN.
H.M.
GLASS CLR. GLASS CLR. GLASS CLR. SEMI GLOSS SEMI GLOSS GLASS CLR.
SEMI GLOSS SEMI GLOSS
7, 19 /A906
8, 20 /A906
11,12,13 /A906 FIRE DOOR - HOLD OPEN DEVICE DOOR, PROVIDE SMOKE DRAFT GASKET - PROVIDE ELECT. POWER
6/A906
9/A906
11,12 /A906
17/A906
17/A906 SIM
13/A906
GARAGE ENTRY - BUILDING 1
19/A906
20/A906
13/A906
COLD STORAGE - LANKERSHIM MAIN LOBBY
19/A906
20/A906
13/A906
FIRE DOOR - HOLD OPEN DEVICE DOOR, PROVIDE PANIC HARDWARE, SMOKE DRAFT GASKET - PROVIDE ELECT. POWER STORAGE ROOM AT ROOF
c.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, BATHTUBS, SHOWERS, STEAM ROOMS WITHIN 5' OF STANDING SURFACE AND DRAIN INLET
STORAGE ROOM - LANKERSHIM POOL DECK
6/A906
9/A906
-
17/A906
17/A906 SIM
13/A906
P1 FAN ROOM BUILDING 1 - PAIR OF 4' - 0" DOORS FOR FAN INSTALLATION AND ACCESS
17/A906
17/A906 SIM
13/A906
GARAGE ENTRY - BUILDING 1
17/A906
17/A906 SIM
13/A906
ELECTRICAL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
14/A906
BICYCLE ROOM - PROVIDE CLOSER, SMOKE DRAFT GASKET
d.GLAZING WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF WALKING SURFACE
ALUM.
ALUM.
1/A907
2/A907
1/A907
ENTRY GLASS DOUBLE DOORS - PROVIDE SIGNAGE ABOVE DOOR WHICH READS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" GLASS DOOR - PROVIDE CLOSER
ALUM.
ALUM.
1/A907
2/A907
1/A907
ALUM.
ALUM.
1/A907
2/A907
1,5 A/907
ENTRY GLASS DOOR - PROVIDE CLOSER
H.M.
SEMI GLOSS SEMI GLOSS ALUM.
17/A906
17/A906 SIM
13/A906
MARKET TO GARAGE ENTRY - PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB, DOOR BELL
17/A906
17/A906 SIM
13/A906
-
-
-
SEMI GLOSS SEMI GLOSS
21/A906
23/A906
-
ENTRY DOOR; PROVIDE CLOSER; PROVIDE SIGNAGE ABOVE DOOR WHICH READS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" AUTOMATIC SLIDING ENTRY DOOR - TORMAX: TX9430 FULL BREAKOUT TELESCOPING SLIDER RH-SX-SX-SO COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS; PROVIDE SIGNAGE ABOVE DOOR WHICH READS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS", BLUE COLOR PMS 2188 PER 365 DESIGN GUIDELINES MARKET DELIVERY ROLL UP DOOR
17/A906
17/A906 SIM
13/A906
0' - 1 3/4"
A
90 MIN.
H.M.
6' - 10"
7' - 0"
0' - 1 3/4"
C
60 MIN.
H.M.
S3
3' - 0"
8' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
S4
3' - 0"
8' - 0"
0' - 2"
B
-
GLASS
S5
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
H.M.
S6
3' - 0"
7' - 0"
0' - 1 3/4"
A
90 MIN.
H.M.
S7
3' - 0"
8' - 0"
0' - 1 3/4"
A
-
H.M.
7' - 0"
0' - 1 3/4"
C
45 MIN.
H.M.
P2
6' - 0"
7' - 0"
0' - 1 3/4"
C
45 MIN.
H.M.
P3
6' - 0"
7' - 0"
0' - 1 3/4"
C
45 MIN.
H.M.
P4
3' - 0"
7' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
P5
3' - 0"
7' - 0"
0' - 1- 3/4"
A
-
H.M.
P7
20' - 0"
16' - 0"
0' - 2- 1/8"
L
-
H.M.
P8
28' - 9"
17' - 2"
0' - 1- 3/4"
H
-
STEEL
P9
20' - 10"
16' - 8 5/8"
0' - 1- 3/4"
H
-
STEEL
20' - 9 3/4" 9' - 10 7/8"
0' - 1- 3/4"
H
-
STEEL
P10 P11 P12 P13
3/9/2017 2:31:54 PM
7' - 0"
23' - 2 1/2" 10' - 9 1/8" 20' - 10"
8' - 4"
25' - 7 1/2" 9' - 10 5/8"
0' - 1- 3/4"
H
0' - 1- 3/4"
H
-
STEEL STEEL
0' - 1 3/4"
H
-
STEEL
P14
20' - 0"
9' - 0"
0' - 1 3/4"
H
-
STEEL
P15
3' - 0"
7' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
P16
3' - 0"
7' - 0"
0' - 1 3/4"
A
45 MIN.
H.M.
P17
6' - 0"
6' - 0"
0' - 1 3/4"
C
45 MIN.
STEEL
P18
5' - 0"
7' - 0"
0' - 1 3/4"
C
45 MIN.
H.M.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
-ALL FIRE RATED DOORS SHALL HAVE SMOKE AND DRAFT GASKETS. ALL ACCESSIBLE DOORS TO ROOMS SHALL BE A MINIMUM 32" WIDE WHEN FULLY OPEN. THE EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD (PER 2013 CBC SECTION 1008.1.5). -EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT (PER 2013 CBC SECTION 1008.1.9).
2' - 8" MIN. CLEAR CBC 1008.1.1
** LANDING CAN BE REDUCED TO 39" IF DOOR PROVIDES 34" CLEAR OPENING.
DOOR WIDTH
H.M. ALUM.
STEEL H.M.
H.M. H.M. H.M. ALUM. H.M. H.M. H.M.
SEMI GLOSS SEMI GLOSS SEMI GLOSS ALUM.
7,17,19 /A906
8,17 SIM, 20 /A906 17/A906 SIM
11,12,13,14 /A906 13/A906
1/A907
8,17 SIM, 20 /A906 2/A907
11,12,13,14 /A906 1/A907
SEMI GLOSS SEMI GLOSS SEMI GLOSS
17/A906
17/A906 SIM
13/A906
6/A906
9/A906
-
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
17/A906
17/A906 7,17,19 /A906
17/A906
17/A906 SIM
13/A906
H.M. H.M. H.M. H.M. H.M. MTL / GLASS STEEL STEEL STEEL STEEL STEEL STEEL STEEL H.M. H.M. STEEL H.M.
17/A906 SIM
13/A906
MARKET SERVICE DOOR - PROVIDE CLOSER, SMOKE DRAFT GASKET, VIEWER, KEY FOB
MARKET STAIRS; PROVIDE CLOSER, SMOKE DRAFT GASKET, PANIC HARDWARE, ADD SMALL VIEW WINDOW IN EACH DOOR
STAIR #5 AT GROUND; PROVIDE CLOSER, SMOKE DRAFT GASKET, PANIC HARDWARE
STAIR ROOF ACCESS; PROVIDE CLOSER, SMOKE DRAFT GASKET PROVIDE CLOSER, SMOKE DRAFT GASKET, KEY FOB
FAN ROOM; PROVIDE CLOSER, SMOKE DRAFT GASKET
17/A906 SIM
13/A906
SPRINKLER ROOM; PROVIDE CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
ELECTRICAL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
ELECTRICAL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
-
-
-
SECTIONAL GLASS ALUMINUM OVERHEAD GARAGE DOOR - ETCHED GLASS - BUILDING 1
21/A906
22,23 /A906
-
ROLL-UP GARAGE DOOR - BUILDING 1, CONTRACTOR TO FIELD VERIFY DIMENSIONS
21/A906
22,23 /A906
-
ROLL-UP GARAGE DOOR - BUILDING 1, CONTRACTOR TO FIELD VERIFY DIMENSIONS
21/A906
22,23 /A906
-
ROLL-UP GARAGE DOOR - BUILDING 1, CONTRACTOR TO FIELD VERIFY DIMENSIONS
21/A906 21/A906
22,23 /A906 22,23 /A906
-
2' - 0"
PULL SIDE
MIN. CLR.
MIN. CLR.
1132A.5 THE FLOOR OR LANDING ON THE DWELLING UNIT SIDE OF THE PRIMARY ENTRY DOOR AND ANY REQUIRED EXIT DOOR SHALL HAVE A MIN. LENGTH OF NOT LESS THAN 44"
ROLL-UP GARAGE DOOR - BUILDING 1, CONTRACTOR TO FIELD VERIFY DIMENSIONS
21/A906
22,23 /A906
-
ROLL-UP GARAGE DOOR BETWEEN BUILDING 1 & BUILDING 2, CONTRACTOR TO FIELD VERIFY DIMENSIONS
21/A906
22,23 /A906
-
ROLL-UP GARAGE DOOR - BUILDING 2, CONTRACTOR TO FIELD VERIFY DIMENSIONS
17/A906
17/A906 SIM
13/A906
ELEVATOR CONTROL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
ELECTRICAL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
17/A906
17/A906 SIM
13/A906
GREASE INTERCEPTOR, SOLID DOOR. NO VISION. PROVIDE GOOD VENTILATION.
17/A906
17/A906 SIM
13/A906
ELECTRICAL ROOM, PROVIDE PANIC HARDWARE, CLOSER, SMOKE DRAFT GASKET
-HAND ACTIVATED DOOR OPENING HARDWARE IS TO BE BETWEEN 34 & 48 INCHES ABOVE THE FINISHED FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND IN A PATH OF TRAVEL SHALL HAVE LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE THAT PROVIDES PASSAGE WITHOUT GRASPING THE HARDWARE.
2' - 8" MIN. CLEAR
PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER
CBC 1008.1.1
1' - 0" MIN. CLEAR
TYPICAL DOOR CLEARANCE TYPE
FIRE RATING
DOOR MATERIAL
DOOR FINISH
FRAME MATERIAL
FRAME FINISH
6' - 0"
I
-
STEEL
STEEL
-
3' - 0"
3' - 6"
O
-
STEEL
STEEL
GT9
3' - 0"
6' - 0"
J
-
STEEL
GT10
3' - 0"
5' - 0"
J
-
STEEL
GT11
3' - 0"
5' - 0"
J
-
STEEL
GT12
3' - 0"
5' - 0"
O
-
STEEL
GT13
6' - 0"
8' - 0"
K
-
STEEL
GT14
3' - 0"
6' - 0"
N
-
STEEL
GT15
3' - 10"
6' - 0"
J
-
STEEL
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
WIDTH
HEIGHT
GT2
6' - 0"
GT6
THICK.
STEEL STEEL STEEL STEEL STEEL STEEL STEEL
REMARKS
-THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, MUST HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CATCHING ON OR TRAPPING THE FOOTREST.
SHEET TITLE -EVERY ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 INCHES. (PASSAGE DOORS IN PARTIAL COMPLIANCE UNITS NEED ONLY PROVIDE 32 INCHES WITHOUT MEETING 3 FEET DOOR SIZE REQUIRED). -PROVIDE PANIC HARDWARE FOR ALL DOORS WITH OCCUPANT LOAD 50 OR MORE.
-CONFIRM SINGLE/DUAL GLAZING AND TINT REQUIREMENTS W/ TITLE 24 ENERGY AND ACOUSTICAL REPORTS. SHOP DRAWINGS: 1.SUBMIT SHOP DRAWINGS FOR ALL DOOR AND WINDOW TYPES. SEE DETAILS REFERENCED FROM SCHEDULES FOR TYPICAL DOOR AND WINDOW CONDITIONS.
BUILDING 2 - SIDE YARD EXIT WITH PANIC HARDWARE; PROVIDE SHOP DRAWINGS BUILDING 1 - POOL GATE; PROVIDE SHOP DRAWINGS BUILDING 1 - SPA GATE; PROVIDE SHOP DRAWINGS BUILDING 1 - POOL DECK MAINTAINENCE GATE; PROVIDE SHOP DRAWINGS BUILDING 1 - ENTRY GATE WITH PANIC HARDWARE; PROVIDE SHOP DRAWINGS TANK ROOM BUILDING 1 - COURTYARD #2
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
2.DOOR MANUFACTURER TO SUBMIT QUANTITY LIST AND LOCATION FOR EVERY DOOR TO ARCHITECT FOR REVIEW PRIOR TO ORDERING. ALLOW THREE (3) WEEKS TO REVIEW LIST. 3.WINDOW MANUFACTURER TO SUBMIT QUANTITY LIST AND LOCATION FOR EVERY WINDOW TO ARCHITECT FOR REVIEW PRIOR TO ORDERING. ALLOW THREE (3) WEEKS TO REVIEW LIST. ADDITIONAL NOTES: -MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH APPROPRIATE INFILTRATION STANDARDS.(NFRC LABEL) FIRE RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTING AUTHORITIES.
HDR
WATER BOOSTER PUMP ROOM BUILDING 1 - POOL EQUIPMENT GATE; PROVIDE SHOP DRAWINGS
DOOR SCHEDULE
PUSH SIDE 2013 CBC SECTION 1008 & FIGURES 11B-404.2.4.1
GATE NO.
-MAXIMUM EFFORT TO OPERATE DOORS MUST NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. THIS MAXIMUM EFFORT IS MEASURED AS THE AMOUNT OF PUSH OR PULL APPLIED AT RIGHT ANGLES TO HINGED DOORS, AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPENERS MAY BE USED TO MEET THESE STANDARDS.WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORS MAY BE INCREASED UP TO 15 POUNDS.
-ALL HARDWARE SHALL BE LEVER HARDWARE MEETING ADA REQUIREMENTS.
BUILDING 1 TO BUILDING 2 CONNECTION
ROLL-UP GARAGE DOOR - BUILDING 1, CONTRACTOR TO FIELD VERIFY DIMENSIONS
CLEAR AT EXTERIOR DOORS
CLEAR AT INTERIOR DOORS & HANDICAP BATHROOMS
1' - 6"
PROVIDE CLOSER, SMOKE DRAFT GASKET, PANIC HARDWARE, KEY FOB
17/A906
-FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED ON EXIT DOORS.
-GLAZED OPENINGS WITHIN 24" OF THE DOOR LOCK WHEN DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY-RESISTANT MATERIAL.
INTERNAL UNIT DOOR CLEARANCE
PARKING GARAGE P1
MIN. CLR.
0° .0 90
S2
SEMI GLOSS SEMI GLOSS SEMI GLOSS GLASS CLR. SEMI GLOSS SEMI GLOSS SEMI GLOSS
-DOOR MANUFACTURER TO SUBMIT QUANTITY LIST & LOCATION FOR EVERY DOOR TO ARCHITECT FOR REVIEW PRIOR TO ORDERING. ALLOW THREE (3) WEEKS TO REVIEW LIST.
1' - 6"
-EXIT DOOR HARDWARE SHALL BE AN APPROVED TYPE TESTED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED BY CALIFORNIA STATE FIRE MARSHAL STANDARDS 33.2.
4' - 0" MINIMUM CLEAR WITH
7' - 0"
e.IN WALLS ENCLOSING STAIRWAY LANDINGS
PUSH SIDE
STAIRS 3' - 0"
b.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS AND PANELS IN SWINGING DOORS
PULL SIDE
5' - 0" MINIMUM CLEAR WITH
5' - 10"
- ALUMINUM ENTRANCES AND STOREFRONTS - PROVIDE THERMALLY-BROKEN FRAMES WITH CONCEALED FLASHING AND GASKETED GLAZING.
Q
MARKET M1
- FINISH FOR PRE-ASSEMBLED DOOR HINGES TO MATCH BALANCE OF DOOR HARDWARE. DOOR MANUFACTURER'S STANDARD HARDWARE FINISH MAY NOT MATCH HARDWARE FINISH SPECIFIED IN DOOR HARDWARE SECTION.
0° .0 90
G20
1/A907
11' - 0"
E
2/A907
MINIMUM CLEAR
0' - 2"
1/A907
MINIMUM CLEAR**
8' - 9 1/2"
ALUM.
LATCH AND CLOSER
6' - 0"
ALUM.
(3' - 8" MIN. CLEAR WITHOUT) (EXCEPTION: 36" CLEAR IN GROUP R-1 AT INTERIOR)
G2
GLASS CLR. GLASS CLR. GLASS CLR. SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS
LATCH AND CLOSER
GLASS
(3' - 8" MIN. CLEAR WITHOUT)
-
3' - 6"
E
3' - 6"
0' - 2"
DOOR HEIGHT
8' - 0"
10' - 1 1/2"
6' - 2"
S1
- DO NOT APPLY KICKPLATES, DOOR PROTECTION PLATES, ADDRESS SIGNS, ETC. TO THE FACE OF RATED DOORS IN A MANNER THAT WILL VIOLATE REQUIRED DOOR FIRE-RATING.
N
3' - 0"
G1
M6
K
L
DOG WASH - PROVIDE CLOSER, SMOKE DRAFT GASKET
GENERAL
G15
J
20' - 0"
13/A906 SIM COMMON SPACE - RESTROOM DOOR - PROVIDE CLOSER, SMOKE DRAFT GASKET 13/A906
I
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
CS3
H.M.
PERFORATED MTL INFILL - 18 ga 3/32" ROUND& 5/32" STAGGERED GALV.
LANKERSHIM + otsego
H.M.
PERFORATED MTL INFILL - 18 ga 3/32" ROUND& 5/32" STAGGERED GALV.
BUSINESS - PROVIDE CLOSER, SMOKE DRAFT GASKET
HDR 201
VISIBLE PLAQUE SIGNAGE DOOR VIEWER AT STANDARD HEIGHT 10" KICKPLATE AT PUSH SIDE OF DOOR TO MATCH DOOR HARDWARE FINISH
FFL
STANDARD ENTRY DOOR
HDR 201
3' - 6"
90 MIN.
13/A906
HEIGHT PER SCHEDULE
A
20/A906
5' - 4"
0' - 1 3/4"
19/A906
HEIGHT PER SCHEDULE
8' - 0"
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS ALUM.
16' - 0"
3' - 0"
H.M.
EQ
CS2
SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS STAND. COLOR SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS SEMI GLOSS GLASS CLR. GLASS CLR. SEMI GLOSS GLASS CLR. SEMI GLOSS SEMI GLOSS SEMI GLOSS
EQ
H.M.
EQ
20 MIN.
EQ
A
EQ
0' - 1 3/4"
EQ
8' - 0"
EQ
3' - 0"
EQ
CS1
FFL
ACCESSIBLE ENTRY DOOR
VISIBLE PLAQUE SIGNAGE DOOR VIEWER AT STANDARD HEIGHT SECOND DOOR VIEWER IN ACCESSIBLE UNITS 10" KICKPLATE AT PUSH SIDE OF DOOR TO MATCH DOOR HARDWARE FINISH
NOTE: APPLY KICKPLATES, DOOR PROTECTION PLATES, ADDRESS SIGNS, ETC. TO THE FACE OF THE RATED DOORS ACCORDING TO FIRE-RATING REQUIREMENTS. -KICKPLATES SHALL BE GLUED TO FIBERGLASS DOOR.
TYPICAL DOOR NOTES
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A094
EXISTING FOUR STORY PARKING GARAGE 15' - 0"
DE Architects AIA
72' - 2"
190' - 11"
10' - 2"
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
01A29
12A7 01A28
EL: 619.42'
OPEN TO GROUND FLOOR
EL: 633.42'
10' - 0"
PL N 0° 02' 11" W 71.52'
10' - 1"
EL: 621.35'
SETBACK
10' - 0"
PL N 89° 52' 51" E 296.34'
PL N 89° 52' 37" W 303.96'
RESIDENTIAL SETBACK NO SETBACK REQUIRED AT GROUND FLOOR
EL: 619.42'
EL: 619.42'
EL: 636.42'
OPEN TO GROUND FLOOR
OPEN TO SECOND FLOOR COURTYARD
01A34 01A15
AD
03A3
01A29
03A3 10' - 0"
22B1
RESIDENTIAL SETBACK NO SETBACK REQUIRED AT GROUND FLOOR
EXISTING TWO STORY BUILDING EXISTING FOUR STORY BUILDING
MIXED-USE HOUSING COMPLEX
17' - 8"
A
NI
Y WA 0 3' -
/8" 2 3 AL ' 3 PIC TY
DN
0"
IVE DR
5 STORIES OF TYPE IIIA CONSTRUCTION OVER 2 LEVELS ABOVE GRADE (RESIDENTIAL, MARKET, GARAGE) AND 2 LEVELS SUBTERRANEAN GARAGE TYPE 1A CONSTRUCTION.
01A15
O
30'
262' - 0"
CA L I F
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
W NE
16' - 3"
R
76' - 2"
10' - 0"
10' - 0" SETBACK
SETBACK NO SETBACK REQ. AT GROUND FLOOR
N 89° 50' 37" E 187.34'
OF
"
10' - 0"
EL: 621.35'
OPEN TO GROUND FLOOR
RESIDENTIAL
PL
E
0 3' -
PROPERTY LINE
10' - 0"
EL: 633.42'
REN. 6-30-17
AY EW RIV " D SION 0" 1/4 3' - 3 TEN 11' EX
N 0° 04' 01" W 100.00'
EL: 619.42'
01A29
' .04 299 0" 5' 0 6° 4
15' - 1"
N 89° 52' 31" E 10.00'
N2
7' x 11' SWITCH
SETBACK
DEDICATION
8' x 10' TRANSFORMER
0"
N 0° 07' 29" E 0.12' N 89° 50' 37" E 21.11'
N 0° 07' 29" W 11.00'
3' - 0"
SETBACK
139' - 6"
1" -1 15'
8' - 0"
NO. C-13779
T
15' - 0"
EXISTING FOUR STORY BUILDING
47'
OPEN TO GROUND FLOOR
R4-2 C4-1-CA
21A7.1
L IC E DONA
3' - 0"
OPEN TO GROUND FLOOR
CT TE ERIS K
01A29
01A16
ED A RCH NS S EMP I A TA
ST A
NEW DRIVEWAY
SETBACK
"
30' - 0"
10' - 0"
AY EW RIV S TIE GD ER TIN OP XIS PR "E 3/4 G2 -8 VIN 35' ER HS DT WI
KLUMP AVENUE
STAMP
OPEN TO SECOND FLOOR COURTYARD
0 3' -
74' - 11"
01A15
"
01A30
PL
RD VA LE
01A15 01A15
OPEN TO SECOND FLOOR COURTYARD
225' - 0"
2"
U BO
SETBACK NO SETBACK REQUIRED AT GROUND FLOOR
'259
IM SH ER NK LA
RESIDENTIAL
LANKERSHIM + otsego
01A15
10' - 0"
N 0° 16' 36" W 2.15'
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
N 0° 16' 36" W 82.66'
01A16
OPEN TO SECOND FLOOR COURTYARD
01A29
" 3/8 L 2 A 3' PIC TY
01A15
01A30 01A16
01A15
N 0° 16' 36" W 160.30'
0"
O PR INE YL RT PE
N 89° 51' 56" E 286.55' 01A27 3' - 0"
34' - 0"
01A15
01A16
01A15
01A30
01A15
PROPERTY LINE
01A16
3' - 0"
NEW DRIVEWAY 15' - 0"
8' - 0"
3' - 2 1/4" TYPICAL
8' x 10' TRANSFORMER
DEDICATION
PL
OPEN TO GROUND FLOOR
3' - 1"
SWITCH 7' x 11'
15'
0" N 5' - ATIO DIC DE
30' - 8"
52' - 5"
617.91' POINT OF LOWEST ADJACENT GRADE PER SURVEY
OTSEGO STREET 01A15
163' - 11"
15' - 0"
N
1
SITE PLAN 1/16" = 1'-0"
SHEET TITLE
0'
10'
20'
40'
SITE PLAN
80'
GRAPHIC SCALE 1/16 = 1'-0"
SITE PLAN NOTES: 1. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK. ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH ALL CURRENT AND LOCAL APPLICABLE CODES AND GOVERNING REGULATIONS. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS. 3. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT WITH OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL ARCHITECT HAS BEEN NOTIFIED IN WRITING AND A WRITTEN DETERMINATION HAS BEEN MADE BY THE ARCHITECT. 4. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICES TO MAKE CONNECTIONS AND/OR CONNECTION, A MINIMUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION FOR THE WORK AT HAND AND SHALL BE APPROVED IN ADVANCE BY THE OWNER.
13. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. IF THERE ARE GRATINGS, GRID OPENINGS ARE TO BE NO MORE THAN 1/2" IN THE DIRECTION OF TRAFFIC FLOW. 14. SEE PLUMBING DRAWINGS FOR UTILITIES.
16. SEE 1/8" AND 1/4" SCALE DRAWINGS FOR MORE DIMENSIONS, NOTES AND INFORMATION. ALL DRAINAGE FROM ROOF, AND SITE DRAINAGE ARE SHOWN ON PLUMBING DRAWINGS. 17. ALL CONSTRUCTION SHOWN ON SITE IS NEW. 18. PROVIDE 1/4"/1 FOOT MIN. SLOPE TO DRAIN TYP. AT YARDS AND BALCONIES.PROVIDE 1/4"/1 FOOT SLOPE AWAY FROM THE BUILDING AT SIDEWALKS TYP. 19. BUILDING ADDRESS SHALL BE PROVIDED AT OR NEAR THE ENTRANCE OF THE BUILDING IN ACCORDANCE WITH CITY AND FIRE DEPARTMENT REQUIREMENTS.
6. AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. FOR PERMIT INFORMATION CONTACT THE PLUMBING DIVISION.
21. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDE AS REQUIRED BY SECTION 3306. OBTAIN PUBLIC WORKS' APPROVAL. (3201.3, 3202.3.4, 3306)
9. PLANTER WALLS AND FENCES IN THE PUBLIC WAY REQUIRE AN ENCROACHMENT PERMIT PRIOR TO INSTALLATION. DRAINAGE SHALL NOT FLOW OVER PUBLIC PROPERTY OR ACROSS ADJACENT PRIVATE PROPERTY. (2013 UBC SECTION 1506.5). ROOF DRAINAGE SHALL NOT BE CARRIED OVER SIDEWALKS. CONDUCT ALL DOWNSPOUT AND ROOF DRAINS TO THE DRAINAGE SYSTEM. CONCENTRATED DRAINAGE SHALL BE DISCHARGED INTO AN APPROVED LOCATION. 10. ALL WALK SURFACES TO BE SLIP-RESISTANT SURFACES. 11. PROVIDE 30" CLEAR ACCESS AROUND BUILDING.
26. CONCRETE STAIR REQUIREMENT: 11" MIN. TREADS - 7" MAX RISER. CONTRACTOR TO VERIFY GRADES AND ADJUST NUMBER OF RISERS REQUIRED, IF NECESSARY. STAIRS SHALL CONFORM WITH CODE REQUIREMENTS, REF STRUCTURAL DRAWINGS AND SHEET A900 SERIES. 27. SEE LANDSCAPE DRAWINGS FOR IRRIGATION CONTROLLER LOCATION AND TYPE. 28. SEE LANDSCAPE DRAWINGS FOR HARDSCAPE, LANDSCAPE AND COMMON SPACE FURNITURE LAYOUT
15. ACCURACY OF DATA FROM SURVEY NOT GUARANTEED BY ARCHITECT.
20. VERIFY LOCATION OF SECURITY GATES WITH OWNER. PROVIDE KEY BOX AT AN ACCESSIBLE LOCATION FOR FIRE DEPARTMENT EMERGENCY ACCESS. THE KEY BOX SHALL BE OF AN APPROVED TYPE & SHALL CONTAIN KEYS TO GAIN NECESSARY ACCESS AS REQUIRED BY FIRE DEPARTMENT.
8. CONTRACTOR TO PROVIDE SECURITY BY MEANS OF A MINIMUM EIGHT FOOT HIGH FENCE MAINTAINED AROUND THE ENTIRE SITE PRIOR TO START OF WORK.
3/9/2017 2:32:30 PM
12. BALCONY PROJECT INTO FRONT YARD IS 30" MAXIMUM.
5. ALL SURFACES DAMAGED DURING THE COURSE OF WORK BY THE CONTRACTOR OR SUBCONTRACTORS SHALL BE REPAIRED AT NO COST TO THE OWNER.
7. LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
KEYNOTES LEGEND:
22. SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL WHICH PRECLUDE HIMAN CLIMNING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WIHTIN 8 FT. OF THE UTILITY POLE OR SIMILAR STRUCTURES. (6707)
29. AUTOMATIC LANDSCAPE IRRIGATORS SHALL BE INSTALLED SUCH THAT IT DOESN’T SPRAY ON THE BUILDING.
NO. 01A15 01A16 01A27 01A28 01A29 01A30
01A34 03A3 12A7 21A7.1 22B1
DESCRIPTION ROOF OVERHANG/CANOPY BALCONY BELOW, TYP. PLANTER BELOW, TYP. MECHANICAL SHAFT BELOW LINE OF SETBACK ENCROACHMENT INTO THE PUBLIC RIGHT-OF-WAY PER 2013 CBC SECTION 3202.3.2 & 3202.3.3, TYP. RAISED WALKWAY C.I.P.C. STAIRS BICYCLE DOCK (MANUF: SARIS - BIKE DOCK OR APPROVED EQ.) TYP. (E) FIRE HYDRANT UTILITY GAS METER (REF. PLUMBING DWGS.)
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO.
23. SEE CIVIL DRAWINGS FOR DRAIN LOCATIONS AND SITE DRAINAGE 24. IT IS THE INTENT OF THE ARCHITECTS TO TIE THE FINISH FLOOR ELEVATIONS WITH THE EXISTING SIDEWALK TO MEET APPLICABLE CODE AND A.D.A. REQUIREMENTS. THE GRADES SHOWN WERE INTERPOLATED FROM THE SURVEY PROVIDED TO THE ARCHITECT AND CAN NOT BE VERIFIED FOR ACCURACY. THEREFORE, CONTRACTOR TO NOTIFY BOTH CIVIL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 25. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. (1110A.1)
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DATE
1501 03-03-2017
SCALE
1/16" = 1'-0"
SHEET NO.
A101
KC1
KC3
21' - 4"
KC4
18' - 11 5/8"
KC6
KC7
KC9
6' - 10" 6' - 11"
KC11
27' - 10"
KC13
26' - 5"
KC15
18' - 1"
KC17
26' - 6"
KC19
26' - 6"
KC21
26' - 6"
KC24
26' - 6"
KC25
26' - 6"
18' - 0"
KC26
10' - 10"
6"
9 RES.
11 RES.
27 RES.
29 RES.
C
C
C
C
C
C
C
C
C
12 RES.
14 RES.
16 RES.
20 RES.
18 RES.
22 RES.
24 RES.
26 RES.
28 RES.
31 RES.
33 RES.
C
30 RES.
32 RES.
35 RES.
C
37 RES.
39 RES.
41 RES.
43 RES.
45 RES.
47 RES.
C
C
C
C
C
C
C
34 RES.
36 RES.
38 RES.
40 RES.
42 RES.
44 RES.
46 RES.
49 RES.
51 RES.
53 RES.
C
C
C
48 RES.
50 RES.
52 RES.
55 RES.
57 RES.
C
54 RES.
56 RES.
59 RES.
C
C
58 RES.
KCO
60 RES.
KCJ
L IC E DONA
LC24
7' - 8 3/4" 42' - 11 5/8"
7' - 5 1/4"
19' - 5 3/8"
6' - 5 1/2"
1
82 RES.
80 RES.
78 RES.
76 RES.
74 RES.
72 RES.
70 RES.
68 RES.
64 RES.
66 RES.
61 RES.
SWITCH ABOVE @ GROUND FLOOR
N 89° 52' 31" E 10.00'
105 RES.
103 RES.
101 RES.
C
99 RES.
C
C
97 RES.
C
95 RES.
93 RES.
C
C
91 RES.
89 RES.
C
87 RES.
C
C
85 RES.
83 RES.
C
81 RES.
C
C
79 RES.
77 RES.
C
75 RES.
C
C
73 RES.
C
71 RES.
69 RES.
C
67 RES.
C
65 RES.
62 RES.
17' - 4 7/8"
PROPERTY LINE
ED
63 RES.
PL
RAMP UP
26' - 6"
26' - 6"
26' - 6"
26' - 6"
26' - 6"
18' - 10"
8' - 3"
KC8
KC10
KC12
KC14
KC16
KC18
KC20
34 RES.
N 0° 16' 36" W 82.66'
12' - 9 1/4"
6' - 4 3/4"
N 0° 16' 36" W 2.15'
23' - 7 1/4"
89 RES.
37 RES.
44' - 10"
39 RES.
41 RES.
36 RES.
88 RES.
C
91 RES.
45 RES.
43 RES.
50 RES.
C
94 RES.
ED
38 RES.
40 RES.
42 RES.
46 RES.
44 RES.
47 RES.
49 RES.
96 RES.
51 RES.
7' - 2 3/4" 24' - 3 1/4"
99 RES.
98 RES.
C
101 RES.
LC16
C
ED
LC23
58 RES.
59 RES.
60 RES.
61 RES.
62 RES.
63 RES.
106 RES.
C
114 RES.
68 RES. 69 RES.
73 RES.
71 RES.
72 RES.
70 RES.
ELEVATOR PIT
118 RES.
20' - 0 5/8"
ED
01A32
CA
ED
ED
1 RES.
ED
ED
ED
120 RES.
142 RES.
141 RES.
140 RES.
INE YL
N 0° 16' 36" W 160.30'
T ER PO
121 RES. 138 RES.
137 RES.
136 RES.
135 RES.
134 RES.
133 RES.
132 RES.
130 RES.
131 RES.
129 RES.
128 RES.
127 RES.
126 RES.
123 RES.
124 RES.
125 RES.
LCB
122 RES.
PL
139 RES.
PROPERTY LINE
8' - 0"
1' - 0"
LCA
CB
" 5/8
119 RES.
ED
O PR
22' - 6"
8 1' 8"
OPENING ABOVE
3' - 10 1/2"
CC
N 0" 5' - TTIO A C DI DE
117 RES.
C
LCD 2 RES.
CD
26'
3 RES.
74 RES.
116 RES.
ED
CE
8"
115 RES.
ED
4 RES.
113 RES.
26'
5 RES.
C
CF
/8" 25 1' - 7/8" 1
54 RES.
111 RES.
-1 14'
RAMP UP
C
CG
112 RES.
67 RES.
VEHICULAR RAMP #2
109 RES.
110 RES.
66 RES.
ED
C
CH
108 RES.
65 RES. ED
53 RES.
107 RES.
" 1/8
57 RES.
C
CI
" 3/8
56 RES.
105 RES.
0 2' -
64 RES. 55 RES.
C
104 RES.
26' - 8"
52 RES.
CJ
103 RES.
102 RES.
ED
CK
5 8' -
6' - 6 3/4"
C
ED
RESIDENTIAL PARKING 119 STANDARD 23 COMPACT TOTAL = 142 SPACES
74' - 5"
6 RES.
SWITCH ABOVE @ GROUND FLOOR
CM
97 C RES.
ED
7 RES.
LCC
CN
" 3/8 -6 10' /8" 5
8' - 1 1/4"
95 RES.
-1 16'
15' - 6 3/4"
93 RES.
92 RES.
C
48 RES.
C
100 RES.
10 RES.
17' - 10"
CO
ED
ED
LCE
CP
ED
11 RES.
LCF
1' - 6"
C
12 RES.
LCG
3' - 10"
35 RES.
13 RES.
LCH 3' - 5 1/2"
26' - 8"
ED
86 RES.
01A32
90 RES.
14 RES.
8 RES.
LG
46' - 3"
15 RES.
9 RES.
LCI
LC26
LC15
CQ
87 RES.
C
16 RES.
LCK
LCJ
84 RES.
ED
LC6
85 RES.
/8" 03 2' " 5/8
LCM
C
CR
-7 24'
LCN
83 RES.
C
/4" 83 2' - " 1/4
LCQ
81 RES.
-5 24'
LCR
C
LCW
ED
LCS
78 RES.
82 RES.
18 RES. 17 RES.
79 RES.
80 RES.
LCU 1' - 1 3/4"
KC5
C
/8" 97 " 7' 3/4 -4 14'
KC2
KC23
33 RES.
32 RES.
19 RES.
18' - 2"
KC22
KC1
31 RES.
20 RES.
LCV
30 RES.
LCX
STAIR #1
26' - 6"
25' - 6 1/4"
28' - 6"
28 RES. C
CT
" 3/8
28' - 1 1/4"
29 RES.
77 RES.
5 4' 8"
15' - 9 3/4"
26 RES.
ED
27 C RES.
CV
26'
8' - 0"
1' - 7 3/4"
LCY
25 RES.
21 RES.
76 RES.
CW
8"
LCZ
LCXX
75 RES.
EDLCYY
22 RES.
2
24 RES.
KCA
3' - 3 1/8"
AREA RESERVED FOR GAS LINES FROM OTSEGO
O
26'
MATCHLINE
N 89° 52' 37" W 303.96'
23 RES.
VEHICULAR RAMP #1
KCB ED
4 1/4"
N 0° 04' 01" W 100.00'
107 RES.
C
109 RES.
C
"
C
111 RES.
C
" -0 14' N 89° 50' 37" E 187.34'
8 1' -
C
113 RES.
C
KCD
/8"
PL
C
CA L I F
"
07
ED
0 1' -
C3
4 7/8"
84 RES.
21' - 9 3/4"
86 RES.
20' - 9 3/8"
88 RES.
18' - 1"
90 RES.
ELEVATOR #3
92 RES.
GATE
94 RES.
19' - 0"
96 RES.
STAIR #2
98 RES.
20' - 10"
100 RES.
OF
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
C2
ELEVATOR #2
102 RES.
N 0° 07' 29" E 0.12' N 89° 50' 37" E 21.11'
C1
GATE
104 RES.
KCG 15' - 7 1/8"
110 RES.
106 RES.
N 0° 07' 29" W 11.00'
TRANSFORMER ABOVE @ GROUND FLOOR
108 RES.
E
CY
MATCHLINE
112 RES.
REN. 6-30-17
A
NO. C-13779
NI
11' - 9 5/8" 10' - 9 3/4"
LC21
R
ED
LC20
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
ED
LC18
LANKERSHIM + otsego
01A32
ED
LC11
16' - 6"
ED
LC5
8' - 0"1' - 0"
26' - 8 1/8"
ED
LC2
ED A RCH NS S EMP I A TA
' .04 299 0" 5' 0 6° 4
3' - 7"
RESIDENTIAL PARKING 58 STANDARD 55 COMPACT ED TOTAL = 113 SPACES
ED
ED
ED
STAMP
ELEVATOR #1
ELEVATOR #4
11' - 0 1/8"
25 RES.
LC1
17' - 0"
2' - 11 1/8"
23 RES.
N2
KCB
21 RES.
-1 27'
KCC
19 RES.
CT TE ERIS K
KCE
10 RES.
17 RES.
T
KCF
8' - 0" DEDICATION
8 RES.
6 RES.
4 RES.
2 RES.
C
15 RES.
ST A
KCH
6' - 9 7/8"
KCM
12' - 0 7/8"
KCN
8' - 4 5/8"
C
13 RES.
N 89° 51' 56" E 286.55' 4 3/8"
1' - 2 1/8" 8' - 2 7/8" 29' - 1"
15' - 7 7/8"
LC1.1
LC3
LC4
LC8
8' - 0" DEDICATION
STAIR #4
17' - 6"
C
C
14' - 6"
C
31' - 0"
C
WATER BOOSTER PUMP
7 RES.
5 RES.
3 RES.
KCR
N 0° 02' 11" W 71.52'
1 RES.
N 89° 52' 51" E 296.34'
STAIR #3A
KCP
10' - 7 1/4"
6"
KCQ
PL
PL
KCR
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
4"
5"
DE Architects AIA
TRANSFORMERS ABOVE @ GROUND FLOOR
9' - 6 3/8" 6' - 11"
LC10
LC12
LC14
27' - 7 7/8"
14' - 6 1/4"
LC22
12' - 11 3/4"
LC25
LC27
16' - 11"
9' - 9"
LC28
26' - 8"
LC29
26' - 8"
LC30
27' - 6"
LC31
LCA
25' - 9 3/4"
LC32
LC33 0" 1' " '-0 14 '15
SHEET TITLE
8"
P2 GARAGE - KEY PLAN
C3
" '-6 32
C6
C2 ' 5
C1 0"
C4
N
P2 GARAGE - KEY PLAN 1 1/16" = 1'-0"
P2 PARKING
GENERAL NOTES
RESIDENTIAL PARKING TOTAL STANDARD TOTAL COMPACT
-REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED.
TOTAL RESIDENTIAL PARKING
177 SPACES 78 SPACES 255 SPACES
METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL.
3/9/2017 2:32:37 PM
FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT. METAL STUD WALL / PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED (REFERENCE WALL TYPE ASSEMBLY)
FIRE RATED WALL - 2HR
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7. -ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS. AD
AREA DRAIN. SLOPE TO DRAIN 2% MAX
PD
PLANTER/AREA DRAIN. EMERGENCY DRAIN.
ED
F.E.C.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 0/A900. EXIT SIGN
H.B.
HOSE BIB
KEYNOTES LEGEND NO. 01A32 03A5
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DESCRIPTION LINE OF VEHICLE TURNING RADIUS, TYP. C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS)
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
1501 03-03-2017
2% MAX. SLOPE @ CORRIDORS & BALCONIES
SCALE
DISABLED ACCESS VEHICULAR CLEARANCE 8'-2" MIN. CLEARANCE
SHEET NO.
As indicated
A201
KC1
KC3
KC4
21' - 4"
18' - 11 5/8"
KC6
KC7
KC9
6' - 10" 6' - 11"
KC11
27' - 10"
KC13
26' - 5"
KC15
18' - 1"
KC17
26' - 6"
KC19
26' - 6"
KC21
26' - 6"
KC24
26' - 6"
26' - 6"
KC25
18' - 0"
KC26
10' - 10"
DE Architects AIA
C
C
C
C
26 RES. C
28 RES.
30 RES.
C
C
32 RES. C
34 RES.
36 RES.
C
C
38 RES.
40 RES.
C
42 RES.
C
C
44 RES.
46 RES.
C
48 RES.
C
52 RES.
50 RES.
C
C
54 RES.
C
56 RES.
C
C
21A4
KCM
7 RES.
9 RES.
11 RES.
13 RES.
17 RES.
15 RES.
19 RES.
21 RES.
23 RES.
25 RES.
27 RES.
29 RES.
33 RES.
31 RES.
35 RES.
37 RES.
41 RES.
39 RES.
43 RES.
45 RES.
47 RES.
49 RES.
53 RES.
51 RES.
55 RES.
KCO
57 RES.
STAMP
71 RES.
69 RES.
65 RES.
67 RES.
63 RES.
61 RES.
58 RES.
ED
C
C
C
C
C
C
110 RES.
108 RES.
106 RES.
104 RES.
102 RES.
100 RES.
C
C
96 RES.
98 RES.
C
C
94 RES.
C
90 RES.
92 RES.
C
C
88 RES.
86 RES.
C
84 RES.
C
C
82 RES.
80 RES.
C
78 RES.
C
C
76 RES.
74 RES.
C
72 RES.
C
C
70 RES.
C
68 RES.
66 RES.
C
C
64 RES.
62 RES.
59 RES.
32' - 0"
ED
60 RES.
KCD
VEHICULAR RAMP #1 RAMP UP 10% MAX. SLOPE ED
22 COMM.
C
26' - 6"
26' - 6"
18' - 10"
8' - 3"
KC10
KC12
KC14
KC16
KC18
KC20
26 COMM.
76 COMM. 77 COMM. LCW
18 COMM.
N 0° 16' 36" W 82.66'
12' - 9 1/4"
81 COMM.
15 COMM.
31 COMM.
N 0° 16' 36" W 2.15'
37 COMM.
39 COMM.
43 COMM.
41 COMM.
45 COMM.
82 COMM.
47 COMM.
ED
83 COMM.
32 COMM.
34 COMM.
38 COMM.
36 COMM.
42 COMM.
40 COMM.
44 COMM.
46 COMM.
84 COMM.
49 COMM.
48 COMM.
85 COMM.
7' - 2 3/4"
12 COMM.
57 COMM.
58 COMM.
88 COMM.
61 COMM.
59 COMM.
ED
62 COMM.
ED
5 COMM.
RAMP DOWN 20% MAX. SLOPE
RAMP UP 20% MAX. SLOPE
89 COMM.
63 COMM.
RAMP UP 10% MAX. SLOPE
CARTS
64 COMM. ED
STAIR #1
65 COMM.
4 COMM.
71 COMM.
70 COMM.
69 COMM.
67 COMM.
C
01A32
91 COMM.
N 0° 16' 36" W 160.30'
114 COMM.
113 COMM. 112 COMM.
111 COMM.
110 COMM.
109 COMM.
108 COMM.
107 COMM.
106 COMM.
105 COMM.
104 COMM.
103 COMM.
102 COMM.
101 COMM.
LCB
94 COMM. 100 COMM.
99 COMM.
98 COMM.
97 COMM.
96 COMM.
95 COMM.
16' - 6"
115 COMM.
PL
22' - 6"
SWITCH ABOVE @ GROUND FLOOR
21A4
"
LCC
LCA PROPERTY LINE
N 89° 51' 56" E 286.55'
LC1.1
4 3/8"
LC3
TRANSFORMERS ABOVE @ GROUND FLOOR
LC4
LC9 LC10
15' - 7 7/8"1' - 2 1/8"
32' - 0 7/8"
LC12
LC22
5' - 3" 9' - 6 3/8" 6' - 11"
27' - 7 7/8"
LC14
LC25
14' - 6 1/4"
LC27
12' - 11 3/4"
LC28
16' - 11"
LC29
9' - 9"
LC30
26' - 8"
LC31
26' - 8"
LC32
27' - 6"
8' - 0" DEDICATION
1' - 0"
LCA
CA
0 4' -
EXHAUST SHAFT
CB
" 5/8
93 COMM.
ION AT C I ED "D 0 5'
8 1' -
ED
1 COMM.
ED
8"
ED ED ED
26'
21A4
INE YL RT PE
92 COMM.
ED
ED
CC
90 COMM.
66 COMM.
LCD 2 COMM.
CD
O PR
3 COMM.
68 COMM.
ED
CE
" " 5/8 -8 26'
6 COMM.
VEHICULAR RAMP #2
RAMP DOWN 10% MAX. SLOPE
GREASE INTERCEPTOR
S ET RK OR MA EVAT EL
RAMP DOWN TO RESIDENTIAL PARKING
08D2
CF
2 1' -
15' - 6 3/4"
56 COMM.
CG
/8" 0 1 7/8" 2' 1 -1 14'
55 COMM.
" 3/8
54 COMM.
CH
5 8' -
53 COMM.
AIR ST
52 COMM.
" 3/8
87 COMM.
60 COMM.
C
-6 10'
26' - 8"
C
7 COMM.
19' - 4"
" 5/8
LC23
58' - 9 1/8"
8 COMM.
20' - 0 5/8"
CI
" 3/8
6' - 6 3/4" 24' - 3 1/4"
86 COMM.
ED ED
ED
9 COMM.
3' - 10" 8' - 1 1/4"
0 2' -
10 COMM.
LC16
FUTURE MARKET PARKING 110 STANDARD (INCL. 4 STD ADA, 1 STD VAN ADA) 1 VAN ACCESSIBLE SPACE REQUIRED PER EVERY 8 ACCESSIBLE SPACES PER 1109A.8.6 CBC) 5 COMPACT TOTAL = 115 SPACES ED
-1 16'
ED
LCG
3' - 10 1/2"
CK CJ
11 COMM.
LCE
CM
ED
13 COMM.
LCF
CN
/4" " 83 5/8 2' - 4' - 7 2
23' - 7 1/4"
14 COMM.
35 COMM.
33 COMM.
" " 1/4 7/8 -5 24'
6' - 4 3/4"
44' - 10"
51 50 COMM. COMM.
3' - 5 1/2"
80 COMM.
#6 AIR ST
LCH
CO
9 7' -
26' - 8"
LCJ LCI
LC26
ET RK MA
LCK
28' - 5 1/4"
16 COMM.
LC15
ED
E AG OR ST RT CA
LCM
LC6
ED
CP
ET RK MA
LCN
79 COMM.
17 COMM.
LCQ
RETENTION TANK
ED
01A32
LCR
CQ
78 COMM.
ED
LCS
CR
" 3/4
18' - 2"
KC8
75 COMM.
LCX
LCU 1' - 1 3/4"
KC5
FAN ROOM
-4 14'
KC2
KC23
28 COMM.
19 COMM.
C
CT
" 3/8
KC22
27 COMM.
74 COMM. FRESH AIR INTAKE
21A4
29 COMM.
20 COMM.
LCV KC1
ED
19' - 0"
26' - 6"
25 COMM.
30 COMM.
LCYY
ROLL UP GATE
26' - 6"
25' - 6 1/4"
26' - 6"
21 COMM.
24 COMM.
23 COMM.
STAIR #2
2 1' - 7 3/4"
26' - 6"
73 COMM.
CV
5 4' 8"
28' - 6"
72 COMM.
26'
28' - 1 1/4"
08D2
CW
8"
15' - 9 3/4"
RAMP DOWN 10% MAX. SLOPE
RAMP DOWN 20% MAX. SLOPE
ED
LCY
2 3/4"
RAMP UP 20% MAX. SLOPE
LCXX
26'
LCZ
0" 1' " -0 14' N 89° 50' 37" E 187.34'
PL
KCA AREA RESERVED FOR LINES FROM OTSEGO
C3
C4
607.29'
08D2
MATCHLINE
N 89° 52' 37" W 303.96'
N 89° 52' 31" E 10.00'
LANKERSHIM + otsego
73 RES.
C1
LC33
0 1' -
25' - 9 3/4"
2' - 6 1/4" C3
HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
C4
'32
15
'14
" '-8
"
SHEET TITLE
0"
P1 GARAGE - KEY PLAN
C2
6"
1
N
P1 GARAGE 1/16" = 1'-0"
C6
P1 PARKING
GENERAL NOTES
RESIDENTIAL PARKING STANDARD COMPACT
-REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED.
TOTAL RESIDENTIAL PARKING
57 SPACES 54 SPACES 111 SPACES
FUTURE MARKET PARKING STANDARD (INCL. 5 H/C) COMPACT
110 SPACES 5 SPACES
TOTAL FUTURE MARKET PARKING
115 SPACES
METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL.
3/9/2017 2:32:44 PM
FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
O
1' - 0"
75 RES.
4 7/8"
77 RES.
RAMP UP 10% MAX. SLOPE
79 RES.
21' - 9 3/4"
81 RES.
20' - 9 3/8"
83 RES.
18' - 1"
85 RES.
RAMP DOWN TO RESIDENTIAL PARKING
87 RES.
CA L I F
C2
ROLL UP GATE
89 RES.
91 RES.
N 0° 07' 29" E 0.12' N 89° 50' 37" E 21.11'
20' - 10"
93 RES.
OF
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
C1
KCF
20' - 8"
95 RES.
MATCHLINE
97 RES.
E
CY
GATE RESIDENTIAL ENTRY
99 RES.
REN. 6-30-17
42' - 1 3/8"
1
STAIR #3A
101 RES.
7' - 5 1/4"
"
PL
103 RES.
105 RES.
19' - 5 3/8"
8 1' -
PROPOERTY LINE
SWITCH ABOVE @ GROUND FLOOR
107 RES.
42' - 11 5/8"
6' - 5 1/2" 7' - 8 3/4"
#1 OR T A EV EL
26' - 8 1/8"
109 RES.
4' - 9 5/8"
N 0° 07' 29" W 11.00' 14' - 7 1/8"
ELECTRICAL TRANSFORMER ABOVE @ GROUND FLOOR
N 0° 04' 01" W 100.00'
12' - 0 7/8"
6' - 0 1/8" 11' - 9 5/8"
ED
NO. C-13779
LC24
/8"
3' - 3 1/8" 17' - 0"
ED
ED
LC21
07
4"
ED
LC20
' .04 299 0" 5' 0 6° 4
KCA
8' - 0" DEDICATION
ED
LC18
N2
KCB
ED
LC11
-1 27'
KCC
ED
LC5
T
KCE
RESIDENTIAL PARKING 57 STANDARD 54 COMPACT ED TOTAL = 111 SPACES
LC3
LC2
ST A
36' - 5 1/8"
KCH LC1
CT TE ERIS K
ED A RCH NS S EMP I A TA
KCJ
A
C
24 RES.
NI
C
22 RES.
R
C
20 RES.
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
18 RES.
17' - 6"
C
16 RES.
L IC E DONA
3 RES.
C
14 RES.
KCN
5 RES.
TANK ROOM
1 RES.
STAIR #4
12 RES.
N 0° 02' 11" W 71.52'
C
10 RES. KCQ
C
KCR
PL
C
6 RES.
10' - 7 1/4"
4 RES.
N 89° 52' 51" E 296.34'
8 RES.
17' - 10"
2 RES.
8' - 10 5/8"
FAN ROOM
ELEVATOR #4
19' - 4 3/4"
KCP
PL
11' - 1 1/4"
KCR
14' - 6"
5"
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT. METAL STUD WALL / PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED (REFERENCE WALL TYPE ASSEMBLY) FIRE RATED WALL - 2HR
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7. -ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS. AD
AREA DRAIN. SLOPE TO DRAIN 2% MAX
PD
PLANTER/AREA DRAIN. EMERGENCY DRAIN.
ED
F.E.C.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 0/A900.
KEYNOTES LEGEND NO. 01A32 03A5 08D2 21A4
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DESCRIPTION LINE OF VEHICLE TURNING RADIUS, TYP. C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS) ROLL UP GATE - RESIDENTIAL PARKING ENTRY WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS.
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO.
1501
EXIT SIGN H.B.
HOSE BIB
DATE
03-03-2017
2% MAX. SLOPE @ CORRIDORS & BALCONIES
SCALE
DISABLED ACCESS VEHICULAR CLEARANCE 8'-2" MIN. CLEARANCE
SHEET NO.
As indicated
A202
KC1
KC3
KC4
21' - 4"
18' - 11 5/8"
KC6
KC7
KC9
6' - 10" 6' - 11"
KC11
27' - 10"
26' - 5"
KC13
KC15
18' - 1"
KC17
26' - 6"
KC19
26' - 6"
KC21
26' - 6"
KC24
26' - 6"
KC25
26' - 6"
18' - 0"
KC26
10' - 10"
6"
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
EXISTING FOUR STORY PARKING GARAGE
10 RES.
14 RES.
12 RES.
16 RES.
18 RES.
20 RES.
22 RES.
24 RES.
26 RES.
28 RES.
32 RES.
30 RES.
34 RES.
38 RES.
36 RES.
40 RES.
42 RES.
SEE 2/A635
7 A711
ED
ED
ED
ED
ED
21A4
PD
AD
56 RES.
55 RES.
54 RES.
53 RES.
52 RES.
51 RES.
50 RES.
49 RES.
48 RES.
47 RES.
46 RES.
45 RES.
44 RES.
43 RES.
PD 4' - 2"
57 RES.
3' - 8"
AD
17' - 7"
N 0° 07' 29" E 0.12' N 89° 50' 37" E 21.11' N 89° 52' 31" E 10.00'
AD
" -8 15' PL
PD
PD
PD
PD
PD
PD
PD
PD
PD
AD
21A4
2
26' - 6"
26' - 6"
18' - 10"
8' - 3"
ED
FAN ROOM
15 RES.
LANKERSHIM MAIN LOBBY
18 RES.
AD
PARCELS
2% OX N K X BO
21A8
SEE 3/A631
RES. TRASH #2 AD
KC22
KC23
14 RES.
N 0° 16' 36" W 82.66'
6' - 4 3/4"
12' - 9 1/4"
N 0° 16' 36" W 2.15'
19' - 3"
AD
9 RES.
7' - 2 3/4"
8 RES. 12A8.1
24' - 3 1/4"
7 RES.
AD
AD
LC16
6' - 6 3/4"
5 RES.
8' - 1 1/4"
4 RES.
LC23
58' - 9 1/8"
6 RES.
26' - 8" 1 A711
AD
AD
Sim
BATHROOM SHOWN FOR REFERENCE ONLY CORE & SHELL ONLY)
AD
RAMP DOWN
AD
AD
CORE AND SHELL ONLY HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
AD
23D6
CC
2%
PE LO .S X MA
55' - 7 1/2"
5' - 2 3/8" 3' - 0"
0"- 2" 3' - 7'
LCB
PD
AD AD
27A2
3' - 0"
5' - 0"
3' - 0"
LCA 8' x 10' TRANSFORMER. PLANTING REQUIRED AROUND TRANSFORMER.
PLANTING REQUIRED AROUND SWITCH.
7' x 11' SWITCH
N 89° 51' 56" E 286.55' RESIDENTIAL/COMMERCIAL ENTRANCE AND EXIT COMMERCIAL TRUCK ENTRANCE ONLY
3' - 0"
34' - 0"
0"
PL
AD
PD 3' - 0"
1' - 0"
AD AD
'15
N 0° 16' 36" W 160.30'
GAS METERS
20' - 0 5/8" 6' - 0"
PL TO RB CU
FAN ROOM
32P4
4' - 0"
" '-0
E OP SL X. MA
16' - 6"
4' - 0"
15
2%
LCA
SEE 1/A631
617.91' POINT OF LOWEST ADJACENT GRADE PER SURVEY
12A7.4
OTSEGO STREET
3' - 0"
NEW DRIVEWAY
PROPERTY LINE 15' - 0"
C1 ° 26.62
0 1' '14
4 3/8" 16' - 10"
LC1.1
32' - 0 7/8"
LC4
° 26.62
LCB
AD
LOBBY #2
" 3/4
LCC
CB
8 5' -
DIRT BELOW
AD
0" 5' -
ION AT C I D DE
8"
INE YL RT PE
LANKERSHIM - LOBBY #2 LEASING OFFICE MEZZANINE 2 1/16" = 1'-0"
ELECT. ROOM
22B1.1
GENERAL CONTRACTOR TO COORD. EXACT LOC. OF DRAINS WITH TENANT
26'
O PR
AD
AD
LEASING OFFICE MEZZANINE ABOVE
CD
23D6
AD
LCD 4' - 4"
CE
" 5/8 ' - 8" 26
19' - 4"
CF
FUTURE MARKET
SHAFT OPENING OVERHEAD
08D2
ENTRY GATE OPEN DURING BUSINESS HOURS
01A12
CG
VEHICULAR RAMP #2
ED
ELECTRICAL RM.
CH
AD
LCE LC14
CI
2 1' -
RESIDENTIAL PARKING 18 STANDARD (INCL. 4 STD ADA AND 1 STD VAN ADA) 1 VAN ADA SPACE REQUIRED PER EVERY 8 ADA SPACES PER 1109A.8.6 CBC) 0 COMPACT TOTAL = 18 SPACES
2 RES.
1 A646
AD
AD
RESIDENTIAL TRASH #1
ED ED
3 RES.
15' - 6 3/4"
3' - 10"
ED
1 RES. 3' - 10 1/2"
CJ
/8" 01 " 2' - 1 7/8 -1 14'
3' - 5 1/2"
AD
CK
AD
LCF
LC12
2%
E OP SL X. A M
" 3/8 " 3/8
ELEVATOR #2
ED
5 8' -
LCG
AD
#1 OR AT EV EL
LCE
CL
-6 10'
LEASING OFFICE MEZZANINE SEE 1/A629
CM
/8" 03 " 2' 5/8 -1 16'
LCH
DN
/4" " 31 1/2 6' -4 18'
4' - 4 1/4"
10 RES.
AD
AD
LOADING DOCK
SCISSOR LIFT WITH PIT BELOW BY LANDLORD AND OPERATIONABLE PER EXHIBIT 'E'
CN
" 3/4
LCI
2%
AD
8 2' " 1/4
11 RES.
PE LO .S X MA
/8" 75
LCF
ED
'53
LCJ
AD
UP
12 RES.
CO
-5 24'
LCK
LINE OF BUILDING ABOVE
4 A711
" 7/8
LCH
LOADING AREA
44' - 10"
ED
LCP
LCM
26' - 8"ED
9 7' -
LCQ
28' - 5 1/4"
LC26
ED
#5 AIR ST
LCR
LC15
"
13 RES.
LCS
LCN
LC6
CP
/8"
LCU
GATE
KC20
19' - 0"
KC18
ELEVATOR #2
KC16
STAIR #1
KC14
RESIDENTIAL & COMMERCIAL ENTRY/EXIT
KC12
1' - 1 3/4" 18' - 2"
KC10
01
KC8
" 1/2
0 3' -
KC5
-8 17'
GATE
-1 18'
LCV
Y WA
COLD STORAGE
CR
0"
KC1
UP
E OP SL X. A 21A6 M
N AN
ELECTRICAL
CT
IVE DR
LCW
17 RES.
16 RES.
7' - 0 1/4" 18' - 1"
26' - 6"
AD
5"
26' - 6"
AD
D AR
26' - 6"
23A12
8"
26' - 6"
12A7.3
30'
28' - 6"
RESIDENTIAL & COMMERCIAL ENTRY/EXIT
CV
W NE
43' - 11"
LCX
RAMP DOWN
5' - 3" 9' - 6 3/8"
LC9 LC10
LC12
34' - 6 7/8"
14' - 6 1/4"
LC22
12' - 11 3/4"
LC25
16' - 11"
LC27
9' - 9"
LC28
26' - 8"
LC29
26' - 8"
LC30
1
27' - 6"
2' - 6 1/4" " '-8 15
25' - 9 3/4"
LC31
LC32
LC33 '32
GROUND FLOOR PLAN 1/16" = 1'-0"
"
0"
C2
GENERAL NOTES
RESIDENTIAL PARKING TOTAL STANDARD (INCL. 9 H/C) TOTAL COMPACT
63 SPACES 21 SPACES
TOTAL RESIDENTIAL PARKING
84 SPACES
-REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED.
METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL.
3/9/2017 2:33:01 PM
FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT. METAL STUD WALL / PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED (REFERENCE WALL TYPE ASSEMBLY) FIRE RATED WALL - 2HR CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS.
12A7.1
AD
AREA DRAIN. SLOPE TO DRAIN 2% MAX
12A7.2
PD
PLANTER/AREA DRAIN. EMERGENCY DRAIN.
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7. -ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
01A8 01A12 01A33 08D2 11F1
C4
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ED
F.E.C.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 0/A900. EXIT SIGN
H.B.
HOSE BIB 2% MAX. SLOPE @ CORRIDORS & BALCONIES DISABLED ACCESS VEHICULAR CLEARANCE 8'-2" MIN. CLEARANCE
12A7.3
12A7.4
12A8.1
DESCRIPTION LINE OF FLOOR / STRUCTURE ABOVE LINE OF FLOOR / STRUCTURE BELOW PROPERTY LINE WALL ROLL UP GATE - RESIDENTIAL PARKING ENTRY KNOX BOX KNOX KEY SWITCH 3500 SERIES (SINGLE SWITCH MODEL 3502) BICYCLE DOCK ARRAY OF 3 SHORT TERM RESIDENTIAL BICYCLE PARKING (MANUF: SARIS BIKE DOCK OR APPROVED EQ.) BICYCLE DOCK ARRAY OF 8 SHORT TERM RESIDENTIAL BICYCLE PARKING (MANUF: SARIS BIKE DOCK OR APPROVED EQ.) BICYCLE DOCK ARRAY OF 9 SHORT TERM RESIDENTIAL BICYCLE PARKING (MANUF: SARIS BIKE DOCK OR APPROVED EQ.) BICYCLE DOCK ARRAY OF 11 SHORT TERM RESIDENTIAL BICYCLE PARKING (MANUF: SARIS BIKE DOCK OR APPROVED EQ.) BICYCLE LOCKER ARRAY OF 13 LONG TERM COMMERCIAL BICYCLE PARKING. ACCEPTABLE PARKING FACILITIES INCLUDE: I. COVERED, LOCKABLE ENCLOSURE WITH PERMANENTLY ANCHORED RACKS FOR BICYCLE; II. LOCABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS; and III. LOCABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS. (MANUF: PARKABIKE - BIKE LOCKER OR APPROVED EQ.)
GROUND FLOOR PLAN - KEY PLAN
N
6"
KEYNOTES LEGEND NO.
SHEET TITLE
C3
C6
GROUND FLOOR PARKING
O
CW
26'
0.13° FROM PL
VEHICULAR RAMP #1
LCYY
LCY EXISTING FOUR STORY BUILDING
81' - 3 1/4"
CA L I F
EV UL BO
LCZ
EXISTING TWO STORY BUILDING
UP
LCXX
8"
LCZZ
22B1
242 BICYCLES SEE 1/A635
0"
OF
HIM RS
01A8
E
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
26'
N 89° 52' 37" W 303.96'
BICYCLE ROOM
"
N 89° 50' 37" E 187.34'
20' - 8"
AD
MATCHLINE
3' - 8"
PD
14'
C4
ENTRY GATE OPEN DURING BUSINESS HOURS
AD
0 1' -
C3
08D2
AD
47' - 8 1/2"
LCXX
AD PD
7' - 5 1/4"
C1
21' - 9 3/4"
AD
7' - 8 3/4"
C2
PROPOSED DOG RUN
AD
REN. 6-30-17
6' - 5 1/2"
18' - 5"
PD AD
2 3/4"
25' - 4 5/8"
ELECTRICAL AD
PL
4' - 9 5/8"
PD AD
7 x 11 SWITCH
1' - 0 3/8"
7' - 11 1/2"
PD
3' - 0"
PROPERTY LINE
N 0° 04' 01" W 100.00'
58 RES.
STAIR #3A
3' - 0"
3' - 0" 15' - 0"
59 RES.
LC24
1
BIKE MAINT.
4' - 0"
CURB TO PL
4"
60 RES.
LC21
" -0 Y 3' WA IVE DR N 0" 1/4" NSIO -3 E 3' 11' EXT
KCA
61 RES.
LC20
E NK LA
20' - 3 1/8"
CL STREET TO CURB
13' - 0"
62 RES.
63 RES.
LC18
LC13
IF ,V NT 8" 1' -
20' - 0"
64 RES.
LC11
LC7
A DR HY IRE OF "T 3/8
PLANTING REQUIRED AROUND TRANSFORMER/ SWITCH
3' - 10 1/8"
SEE 3/A635
65 RES.
LC5
6' - 0 1/8"
AD
16 BICYCLES
66 RES.
LC3
"
8 x 10 TRANSORMER
NO. C-13779
21A7.1
" -0 47' AY EW RIV IES GD RT TIN PE O XIS R P "E ' 3/4 G2 .04 -8 VIN 299 35' ER 0" HS 5' 0 DT 6° 4 WI N2
KCC
8' - 0" DEDICATION
LC1.2 LC2
EXISTING FOUR STORY BUILDING
PD
ED
ED
LC1
ED A RCH NS S EMP I A TA
-7 78'
RESIDENTIAL PARKING 45 STANDARD (INCL. 3 STD ADA AND 1 STD VAN ADA) 1 VAN ADA SPACE REQUIRED PER EVERY 8 ADA SPACES PER 1109A.8.6 CBC) 21 COMPACT TOTAL = 66 SPACES
PD
3' - 0"
KCJ
STAIR #3B
21A4
KCF
4"
PD
A
8 RES.
AD
08D2 RESIDENTIAL GATE
6 RES.
LANKERSHIM + otsego
AD
4 RES.
STAMP
63 .38 °
AD
2 RES.
40 BICYCLES
16' - 6"
EXHAUST SHAFT
KCO
NI
AD RES. TRASH #3
R
AD
C
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
C
L IC E DONA
C
1' - 0"
C
63 .38 °
AD
CURB TO PL
C
CL STREET TO CURB
C
13' - 0"
AD
C
20' - 0"
C
8' - 0" DEDICATION
C
PD
4 7/8"
C
41 RES.
6' - 5 5/8"
AD
C
37 39 RES. AD RES.
35 RES.
ELEVATOR #3
C
33 RES.
STAIR #2
AD
C
31 RES.
17' - 6"
C
29 RES.
BICYCLE ROOM
PD
NEW DRIVEWAY
C
25 27 RES. AD RES.
CT TE ERIS K
3' - 0"
C
23 RES.
T
30' - 0"
C
21 RES.
+/-
KLUMP AVENUE
C
19 RES.
N 0° 07' 29" W 11.00'
KNOX BOX
STAIR #4
KLUMP LOBBY SEE 1/A634
20' - 0"
AD
17 RES.
0 3' -
26' - 8 1/8"
PARCELS
21A6
C
13 15 RES. AD RES.
9 11 RES. AD RES.
ST A
6' - 9 7/8"
12A7.1
C
7 RES.
PD
AD
AD
5 RES.
UP
ANN
27A1
3 RES.
1' - 7 3/4" 3' - 0 5/8"
11' - 0 1/8"
8' - 4 5/8"
11F1
KCH
AD
C MAIL
KCM
1 RES.
PD
PD
PD
KCN
PD
14' - 6"
AD
AD
PL
12A7.2
KCR N 0° 02' 11" W 71.52'
AD
N 89° 52' 51" E 296.34'
4' - 8"
KCP
23A13
ELEVATOR #4
6"
KCQ
10' - 7 1/4"
PL
KCR
MATCHLINE
5"
21A4
NO. 21A4
21A6 21A7.1 21A8 22B1 22B1.1 23A12
23A13
23D6 27A1 27A2 32P4
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DESCRIPTION WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. FIRE DEPARTMENT CONNECTION (FDC) (E) FIRE HYDRANT FIRE COMMUNICATION PANEL UTILITY GAS METER (REF. PLUMBING DWGS.) UTILITY GAS METER STACKED (REF. PLUMBING DWGS.) MECHANICAL FRESH AIR INTAKE - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.) MECHANICAL FRESH AIR INTAKE WITHIN PLANTER PROVIDE McNICHOLS BAR GRATING, GALV. OR APPROVED EQ.CONTRATOR TO PROVIDE 1 1/2"x1 1/2"x1/4" GALV.STEEL ANGLES,@ PERIMETER FOR ATTACHMENT. SMOKE DAMPER (REF. MECH. DWGS.) RESIDENT INTERCOM RECESSED IN WALL FREESTANDING RESIDENT INTERCOM BOLLARD
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A203
KC3
KC4
KC6
KC7
KC9
KC11
KC13
KC15
KC17
KC19
KC21
KC24
PROJECT OVERALL UNIT MIX: SECOND FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2BD 7 UNITS TOTAL 48 UNITS
KC25
296' - 2 5/8"
6' - 11" 18' - 11 5/8"
6' - 10"
27' - 10"
26' - 5"
18' - 1"
26' - 6"
26' - 6"
26' - 6"
26' - 6"
26' - 6"
EXISTING BUILDING
18' - 0"
11' - 4"
THIRD FLOOR OVERALL 0BD 7 UNITS 1BD 32 UNITS 2 BD 14 UNITS TOTAL 53 UNITS
EXISTING BUILDING
TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
TOP OF PARAPET +/- 65'-0" (50' - 0" ABOVE PODIUM)
EXISTING FOUR STORY PARKING GARAGE
6' - 4 3/4" 6" 11' - 0 1/4"
TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
AD
AD
AD
AD
AD
AD
ED A RCH NS S EMP I A TA
KCO
ADPD
PDAD AD
UNIT: TYPE: SHEET:
K206 K-A3 A622
UNIT: TYPE: SHEET:
K208 K-A A622
K210 UNIT: TYPE: K-A SIM1 SHEET: A622
K212 UNIT: TYPE: K-A SIM2 SHEET: A622
K214 UNIT: TYPE: K-A SIM3 SHEET: A622
UNIT: TYPE: SHEET:
K216 K-M A627
L IC E DONA
K204 K-A4 A622
21A10
NO. C-13779
COURTYARD #3
TRASH
KCJ
REN. 6-30-17
E
T
ELEVATOR #4
21A4
UNIT: TYPE: SHEET:
SEE 2/A631 AD AD
AD
(1 - HR CORRIDOR)
PD
26' - 8 1/8"
UNIT: TYPE: SHEET:
K201 K-J A626
AD
LC1
UP STAIR #3B
PD
LC3 LC5
LC1.2 LC2
21A4 AD
(1 - HR CORRIDOR)
AD
AD
AD
AD 633.42'
6' - 0 1/8" 7' - 11 1/2"
3' - 10 1/8"
LC6
LC7
LC11
LC15
LC17
LC18 LC20
LC21
1' - 9" 23' - 7 5/8"
3' - 10 1/8" 7' - 4" 8' - 3 1/4"
17' - 7"
6' - 5 1/2" 7' - 8 3/4"
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
11' - 1 1/8" 7' - 5 1/4"
36' - 7 3/8"
PD
C1
KCF
UNIT: TYPE: SHEET:
K207 K-A2 A623
K209 K-A1 A623
K211 UNIT: TYPE: K-A1 SIM1 SHEET: A623
UNIT: TYPE: SHEET:
K213 UNIT: TYPE: K-A1 SIM2 SHEET: A623
K215 K-H A626
UNIT: TYPE: SHEET:
K217 K-B A623 AD
PD
07D9
PD
PD
KCD AD AD
SWITCH BELOW
633.42'
AD 633.42'
28' - 6"
26' - 6"
26' - 6"
26' - 6"
26' - 6"
26' - 6"
3' - 0 5/8" 9' - 0 3/4"
LCW
26' - 6"
AD AD
636.42'
AD
UNIT: TYPE: SHEET:
RAMP DN
PD
YOGA STUDIO
FITNESS CENTER
KC10
636.42'
PD
SEE 3/A630
DN 21A4
DN
KC12
KC14
KC16
KC18
KC20
DN 638.42'
DN
21A4
AD
AD
AD
PD
PD PD
AD PD
4' - 4 1/4" 19' - 3" 7' - 2 3/4"
(1 - HR CORRIDOR)
AD
AD AD
UNIT: TYPE: SHEET:
AD
L208 L-A1 A601
AD
PD
AD
AD
COURTYARD #1
UNIT: TYPE: SHEET:
PD PD
SEE 1/A631
AD AD
AD
PD
LOUNGE
PD
SEE 2/A632 UNIT: TYPE: SHEET:
SEE 2/A631
L206 L-ZC A619
AD
PD
AD
AD
PD
PD AD
AD
21A4
AD
AD
AD
BUSINESS
PD
AD
AD
SEE 1/A632
L221 UNIT: TYPE: L-A3 sim 3 SHEET: A602
ELEVATOR #2
STAIR #1
DN
L228 L-ZF A620
UNIT: TYPE: SHEET:
AD
L226 L-C A604
UNIT: TYPE: SHEET:
GREASE EXHAUST DUCT (UP TO ROOF)
DOG WASH
UNIT: TYPE: SHEET:
CB
L222 L-A4 A603
CA
(1 - HR CORRIDOR) AD
8 1' -
21A4
6' - 3"
PD
AD
SEE 1/A632
8"
21A4
AD
AD
" 5/8
L202 L-B A604
L230 L-ZE A619
UNIT: TYPE: SHEET:
AD
CC
26'
23' - 11 1/8"
PD
PD
638.42'
LCC
PD
AD
PD
AD
AD
8"
3' - 5 1/2" 19' - 4"
L204 L-ZD A619
L203 UNIT: TYPE: L-A2 sim 1 SHEET: A601
UNIT: TYPE: SHEET:
AD
PD
AD
PD
PD AD
L205 L-A2 A601
PD
AD
CD
26'
AD
AD
L220 UNIT: TYPE: L-A3 sim 4 SHEET: A602
AD
UNIT: TYPE: SHEET:
UNIT: TYPE: SHEET: AD
CF
" 1/2
AD
CH
-2 16'
AD WALKWAY
PD
L219 L-A5 A603
PD
PD
PD
CI
" 1/2
8' - 1 1/4" 6' - 6 3/4" 15' - 6 3/4" 3' - 10"
AD
PD
TRASH
9' - 5 3/8" 14' - 9 7/8"
AD
5 0' "1 3/8
AD
AD
08B3
-6 10'
AD
L207 L-ZB A619
UNIT: TYPE: SHEET:
AD
PD
" 5/8
245' - 1 5/8"
AD
'-1 "16 3/8
PD
PD
PD
LCE
AD
PD
PD
LCF
PD
AD
CJ
PD
AD #2 RD YA T 31 UR /A6 CO AD E4 E S PD
0 2' -
AD PD
1"
LCG
PD
L209 L-N1 A613
UNIT: TYPE: SHEET:
CK
" 5/8
LCH
AD
AD
) OR RID OR RC -H
LCI
AD
AD
AD
'255
AD
AD
AD DN
-7 24'
AD PD
L210 L-A A601
" 3/4
UNIT: TYPE: SHEET:
PD
PD
L217 L-A6 A604
UNIT: TYPE: SHEET: PD
STAIR #5
AD
AD
PD
CM
21A4 PD
CN
(1
LCJ
AD
PD
AD
LCK
L218 UNIT: TYPE: L-A3 sim 5 SHEET: A602
8 2' -
LCM
AD
" 1/4
12' - 9 1/4" 6' - 4 3/4"
PD
PD
LCL
AD
AD
LCN
L215 L-ZH A620
UNIT: TYPE: SHEET:
AD
-5 24'
L212 UNIT: TYPE: L-A sim1 SHEET: A601
CO
" 7/8
L211 L-N A613
UNIT: TYPE: SHEET:
AD
) OR RID OR RC -H
AD
AD
(1
PD PD
LCP
L213 UNIT: TYPE: L-ZH SIM1 SHEET: A620
PD
CP 9 7' -
AD
PD
LCQ
L216 UNIT: TYPE: L-A3 sim 6 SHEET: A602
AD
AD
AD
CR
AD
638.42'
LCS
LCR
L214 L-Q A614 AD
636.42'
CS
/8"
LCT
CT
(1 - HR CORRIDOR)
LCU 5' - 0 1/4" 13' - 1 3/4"
KC8
AD
AD
01
KC5
23A10 23A12
AD
CU
-1 18'
KC2
SEE 3/A630
PD
231' - 7 3/4"
LCV
LINE OF BUILDING ABOVE
AD
OUTDOOR FITNESS
AD
AD
1' - 6 3/4" 1' - 7 3/4" 18' - 1" 7' - 0 1/4"
28' - 1 1/4"
AD
" 7/8
16' - 0 5/8"
PD
PD
-6 17'
EXISTING FOUR STORY BUILDING
PD
" 1/8
LCX
RAMP DN AD
CV
1 9' -
LCY
LCXX
PD
" 5/8
LCZ
PD
-1 13'
EXISTING TWO STORY BUILDING
LCZZ
PD
CW
" 3/8
LCYY
PD
AD PD
636.42'
PD
8"
'-6 "13
21A10
3 A634
PD
PD
CX
0"
8 1"' 3/8
AD
15'
14'
-2 11'
BRIDGE AD
C3
C4
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
UNIT: TYPE: SHEET:
"
AD
K205 UNIT: TYPE: K-A2 SIM1 SHEET: A623
K203 K-C A624
0 1' -
TRASH
UNIT: TYPE: SHEET:
TRANSFORMER BELOW
ELEVATOR #3
K202 K-D A624
STAIR #2
UNIT: TYPE: SHEET:
C2
14' - 7 1/8"
15' - 0"
AD
LANKERSHIM + otsego
AD
20' - 7"
O
(1 - HR CORRIDOR)
KCF
KCC
CA L I F
LC26
LC24
154' - 4 3/8"
4' - 9 5/8"
OF
A
AD
AD
PD
ST A
1' - 11 7/8" 11' - 0 1/8"
AD
AD
PD
PD
AD
633.42' 6' - 9 7/8"
AD
PD
PD
STAMP
CT TE ERIS K
633.42'
PD
PD
PD
PROJECT OVERALL 0 BD 42 UNITS 1 BD 183 UNITS 2 BD 72 UNITS TOTAL 297 UNITS
NI
DN
100' - 0"
SIXTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 32 UNITS 2 BD 14 UNITS TOTAL 54 UNITS
14' - 6"
KCO
PD
PD
PD
PD
PD AD
KCH
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
R
AD
STAIR #4
KCM
DE Architects AIA
SEVENTH FLOOR OVERALL 0 BD 4 UNITS 1 BD 21 UNITS 2 BD 10 UNITS TOTAL 35 UNITS
KCP
KCN
FIFTH FLOOR OVERALL 0 BD 7 UNITS 1 BD 32 UNITS 2BD 14 UNITS TOTAL 53 UNITS
32' - 0"
KCQ
FOURTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2 BD 13 UNITS TOTAL 54 UNITS OFFICE PARAPET +/- 60' - 0"
21' - 4"
PENTHOUSE PARAPET +/- 70' - 0"
8' - 0"
UNIT: TYPE: SHEET:
L201 L-P A614
AD
UNIT: TYPE: SHEET:
PD
L223 L-D A604
AD
AD
UNIT: TYPE: SHEET:
AD
L229 L-A3 A602
AD
L227 UNIT: TYPE: L-A3 SIM1 SHEET: A602
AD
AD
UNIT: TYPE: SHEET:
AD
L225 L-A3 A602
AD
UNIT: TYPE: SHEET:
AD
L224 L-ZG A620
16' - 6"
22' - 6"
LCA
1'0"- 0"
LCB L231 UNIT: TYPE: L-A3 sim 2 SHEET: A602
AD
AD
LCA
15' - 7 7/8"
1' - 2 1/8"
37' - 3 7/8"
9' - 6 3/8" 10' - 8 3/4"
23' - 10 1/8"
14' - 6 1/4"
12' - 11 3/4"
16' - 11"
9' - 9"
26' - 8"
26' - 8"
27' - 6"
25' - 9 3/4" 0 1' '14
LC1.1
LC3
LC4
LC10
LC12
LC16
LC22
LC25
LC27
LC28
LC29
LC30
LC31
LC32
LC33 '15 -2 10'
1
-3 22'
SECOND FLOOR PLAN 1/16" = 1'-0"
SHEET TITLE
0"
SECOND FLOOR PLAN
C1
8"
C2
" 1/4
" 3/4
"
C3
N
C4 C5
C6
GENERAL NOTES -REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED.
METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL.
3/9/2017 2:33:21 PM
FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND
NO.
CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT. METAL STUD WALL / PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED (REFERENCE WALL TYPE ASSEMBLY)
-ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
07D9 08B3 21A4
FIRE RATED WALL - 2HR
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7.
KEYNOTES LEGEND
CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS. AD
AREA DRAIN. SLOPE TO DRAIN 2% MAX
PD
PLANTER/AREA DRAIN. EMERGENCY DRAIN.
ED
F.E.C.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 0/A900. EXIT SIGN
H.B.
21A10 23A10 23A12
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DESCRIPTION 2" SEISMIC SEPERATION 90 MIN. FIRE RATED DOOR ON HOLD OPEN DEVICE WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. 36" WIDE METAL FIRE DEPARTMENT ACCESS PARAPET LADDER. SEE 18/A909 MECHANICAL SHAFT - SEE MECH. DWGS. MECHANICAL FRESH AIR INTAKE - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.)
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
HOSE BIB
1501 03-03-2017
2% MAX. SLOPE @ CORRIDORS & BALCONIES
SCALE
DISABLED ACCESS VEHICULAR CLEARANCE 8'-2" MIN. CLEARANCE
SHEET NO.
As indicated
A204
K19
K17
K15
K13
K11
K9
K7
K5
K4
K2
K1
PROJECT OVERALL UNIT MIX: SECOND FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2BD 7 UNITS TOTAL 48 UNITS
288' - 2 5/8"
26' - 8 1/2"
16' - 10 1/8"
27' - 0 5/8"
26' - 9 7/8"
26' - 5 3/8"
26' - 5 3/8"
26' - 5 3/8" EXISTING BUILDING TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
EXISTING FOUR STORY PARKING GARAGE
25' - 4 1/4"
15' - 6"
EXISTING BUILDING TOP OF PARAPET +/- 65'-0" (50' - 0" ABOVE PODIUM)
7' - 0"
STAIR #4
DN 08B3
645.42'
(1 - HR CORRIDOR)
L3
L5
L4
L6
L10 L11
L14
L15
L17
E
L17.1 L18
OF
CA L I F
O
2010 ADA MOBILITY COMPLIANT
K311 UNIT: TYPE: K-E SIM6 SHEET: A625
UNIT: TYPE: SHEET:
K315 K-N A627
UNIT: TYPE: SHEET:
K317 K-N1 A627
16' - 5 3/8"
16' - 0 3/4"
5' - 7"
26' - 0 3/4"
ELEVATOR
1 2
KD
O
/8" 91
KA 9 3' -
" 1/4
26' - 5 3/8"
26' - 9 7/8"
26' - 9 7/8"
26' - 5 3/8"
26' - 5 3/8"
36' - 3 1/8"
36' - 5 7/8"
K12
K10
K8
K6
K3 LP LO
(1 - HR CORRIDOR)
AD
21A4
27' - 8"
L311 L-R A614
8' - 8 1/2" 18' - 11 3/8"
AD
(1 - HR CORRIDOR)
L306 UNIT: TYPE: L-E sim 4 A605 SHEET:
" 1/2
2010 ADA VISUAL & HEARING IMPAIRED COMPLIANT
TRASH
L324 L-R2 A615
UNIT: TYPE: SHEET:
25' - 0 1/2"
TOTAL SHALL NOT EXCEED 25% OF LENGTH OF WALL
L304 L-S A616
UNIT: TYPE: SHEET:
C
L327 UNIT: TYPE: L-E3 sim 1 SHEET: A608
21A4 -1 26'
ELEVATOR #2
STAIR #1
L333 L-ZN A621
UNIT: TYPE: SHEET:
AD
UNIT: TYPE: SHEET:
AD
L331 L-W A617 AD
L328 L-E3 A608
PD
OPEN TO ABOVE
08B3
21A4
(1 - HR CORRIDOR)
UNIT: TYPE: SHEET:
B
AD
PD AD
UNIT: TYPE: SHEET: UNIT: TYPE: SHEET:
(1 - HR CORRIDOR)
L301 L-U A617
A
A/V
0" N 5' - ATIO DIC DE
L302 L-T A616
14' - 7 1/2"
UNIT: TYPE: SHEET:
L336 L-F A611
L334 UNIT: TYPE: L-E2 sim 1 SHEET: A607
UNIT: TYPE: SHEET:
L329 L-G A611
L330 L-X A618
UNIT: TYPE: SHEET:
L332 L-E2 A607
1.16° DEG.
10' - 2" 7' - 0 3/8"
6' - 1 3/8" 7' - 10 3/4" 8' - 0 1/4"
6' - 5 1/4" 8' - 9 5/8" 11' - 10 3/4"
29' - 11 1/4"
26' - 11 3/8"
AD
DEDICATION
8' - 0"
11' - 2 1/4"
AD
3' - 6 1/8" 4' - 8 1/4" 23' - 7 3/4"
26' - 11 3/8"
8' - 5 1/4"
" 5/8
UNIT: TYPE: SHEET:
6 2' -
13' - 9 3/4" 5' - 9 1/2" 9' - 10 7/8"
649.92'
L335 L-V A617
0" -1 29'
649.92'
UNIT: TYPE: SHEET:
° 26.62
L303 UNIT: TYPE: L-E1 sim 3 SHEET: A606
/2"
17' - 11 1/4"
01
7' - 1 1/4"
PROPOSED OPENING: 48 SF. LENGTH 6'-0" HEIGHT 8'-0"
L326 L-ZO A621
LC
LB
D
" 1/4
LD
L305 L-E1 A606
L325 UNIT: TYPE: L-E3 sim 2 SHEET: A608
9 8' -
UNIT: TYPE: SHEET:
UNIT: TYPE: SHEET:
E
0" -1 18'
FIRE WALL LENGTH: 58.58' TYPICAL AT 3RD FLOOR THROUGH ROOF
) OR RID OR RC -H
3 A711
(1
LE
F
L323 L-E4 A609
UNIT: TYPE: SHEET:
EACH OPENING SHALL NOT EXCEED 156 SF.
LF
G
-5 20'
37' - 4 5/8"
L322 L-ZP A621
PROPOSED OPENING: 48 SF. LENGTH 6'-0" HEIGHT 8'-0"
" 3/8
" 7/8
UNIT: TYPE: SHEET:
LI
LG
TOTAL SHALL NOT EXCEED 25% OF LENGTH OF WALL
AD
L308 L-E A605
AD
LJ
LH
H
" 1/2
STAIR #5
L309 L-R1 A615
L307 UNIT: L-ZM2 TYPE: SHEET: A621
EACH OPENING SHALL NOT EXCEED 156 SF.
8 5' 0" -1 27'
UNIT: TYPE: SHEET:
FIRE WALL LENGTH: 59.75' TYPICAL AT 3RD FLOOR THROUGH ROOF
I
08B3
2010 ADA MOBILITY COMPLIANT
UNIT: TYPE: SHEET:
252' - 10 1/2"
L321 L-H A612
'-0 270
L320 UNIT: L7 ADA2010 TYPE: SHEET: A621b
LL
LK
UNIT: TYPE: SHEET:
21A4
TOTAL SHALL NOT EXCEED 25% OF LENGTH OF WALL PROPOSED OPENING: 48 SF. LENGTH 6'-0" HEIGHT 8'-0"
L318 L-ZJ A620
6 1' -
EACH OPENING SHALL NOT EXCEED 156 SF.
UNIT: TYPE: SHEET:
L310 UNIT: TYPE: L-E sim 2 SHEET: A605
8" 2' " 3/8
FIRE WALL LENGTH: 80.53' TYPICAL AT 3RD FLOOR THROUGH ROOF
J
-2 21'
LM
" 1/4
LN
L319 L-E6 A610
) OR RID OR RC -H
UNIT: TYPE: SHEET:
08B3
PROPOSED OPENING: 48 SF. LENGTH 6'-0" HEIGHT 8'-0"
UNIT: TYPE: SHEET:
L316 UNIT: TYPE: L-ZJ SIM1 SHEET: A620
(1
TOTAL SHALL NOT EXCEED 25% OF LENGTH OF WALL
K
6 A711
21A4
EACH OPENING SHALL NOT EXCEED 156 SF.
31' - 10 5/8"
TRASH
LP.1
PD
-4 28'
FIRE WALL LENGTH: 73.3' TYPICAL AT 3RD FLOOR THROUGH ROOF
649.92'
649.92'
K1 5' - 9 1/2"
K14
L312 L-M A613
4 D# AR AD Y D 31 UR /A6 5 CO E SE
L
/4"
UNIT: TYPE: SHEET:
L317 L-J A612
UNIT: TYPE: SHEET:
14B1
11
K16
L314 UNIT: L1 ADA2010 TYPE: SHEET: A621a 2010 ADA MOBILITY COMPLIANT
278' - 1 1/2"
K21
L313 L-ZM A621
-1 18'
27' - 6 1/4"
31' - 11 1/2"
EXISTING FOUR STORY BUILDING
UNIT: TYPE: SHEET:
M
" 7/8 '-8 "7 1/8
2
L315 L-Y A618
-9 12'
LQ
UNIT: TYPE: SHEET:
N
46' - 4 1/2"
LR 17' - 0 1/8"
LR
LANKERSHIM + otsego
K309 UNIT: TYPE: K-E SIM12 SHEET: A625
4' - 93'5/8" - 04'7/8" - 7 7/8" 6' - 5 1/2" 7' - 5 1/4"
18' - 6 1/8"
5' - 9 1/2"
K307 UNIT: TYPE: K-E SIM10 SHEET: A625
12' - 0 1/4"6' - 12'3/8" - 3 7/8" 20' - 11 1/2"
30' - 10 1/4"
K305 UNIT: TYPE: K-E SIM4 SHEET: A625
2' - 5 1/4" 19' - 9 7/8"
20' - 11 5/8"
29' - 5 3/8"
LA.1 9 1/4"
K303 K-F A626
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
137' - 9 7/8"
" 1/2
14' - 2 7/8"
L2
1.37° DEG.
2' - 6 5/8"
LA
64 .75 °
UNIT: TYPE: SHEET:
EXISTING TWO STORY BUILDING
K24
REN. 6-30-17
-6 26'
1' - 7 1/2"
L1.1
64 .75 °
2010 ADA VISUAL & HEARING IMPAIRED COMPLIANT
28' - 5 3/8"
NO. C-13779
14' - 5 7/8"
K313 UNIT: K1 ADA2010 TYPE: SHEET: A628a
21A10
16' - 5"
ED A RCH NS S EMP I A TA
KI KH
11 1/4"
K302 K-G A626
STAMP
PROPOSED OPENING: 48 SF. LENGTH 6'-0" HEIGHT 8'-0"
KJ
MATCHLINE 30' - 0 1/4"
8' - 0" UNIT: TYPE: SHEET:
TOTAL SHALL NOT EXCEED 25% OF LENGTH OF WALL
1
(1 - HR CORRIDOR)
DEDICATION
86' - 8 1/8"
21A4
STAIR #3B
(1 - HR CORRIDOR)
KC KB
1' - 11"
TRASH
18' - 10 5/8"
K310 K-E A625
KM
3' - 2 1/2"
1' - 11"
UNIT: TYPE: SHEET:
K316 K-P A628
PROJECT OVERALL 0 BD 42 UNITS 1 BD 183 UNITS 2 BD 72 UNITS TOTAL 297 UNITS
" 1/2
KE
K308 UNIT: TYPE: K-E SIM3 SHEET: A625
UNIT: TYPE: SHEET:
EACH OPENING SHALL NOT EXCEED 156 SF.
-6 13'
KF
1' - 6 3/8"
KG
26' - 7"
1' - 6 1/4" 5' - 4"
100' - 0"
KH
K306 K-E1 A624
KN
SEVENTH FLOOR OVERALL 0 BD 4 UNITS 1 BD 21 UNITS 2 BD 10 UNITS TOTAL 35 UNITS
T
KI
K301 K-O A628
UNIT: TYPE: SHEET:
FIRE WALL LENGTH: 52.38' TYPICAL AT 3RD FLOOR THROUGH ROOF
ST A
UNIT: TYPE: SHEET:
K304 K-E2 A624
21A10
5' - 4"9' - 2 5/8"
645.42'
UNIT: TYPE: SHEET:
K314 UNIT: TYPE: K-E SIM2 SHEET: A625
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
CT TE ERIS K
27' - 3 7/8"
645.42'
K312 UNIT: TYPE: K-E SIM1 SHEET: A625
DE Architects AIA
SIXTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 32 UNITS 2 BD 14 UNITS TOTAL 54 UNITS
KP
MATCHLINE
KL
FIFTH FLOOR OVERALL 0 BD 7 UNITS 1 BD 32 UNITS 2BD 14 UNITS TOTAL 53 UNITS
ELEVATOR #3
5' - 10"
KO
9 A711
ELEVATOR #4
KQ
FOURTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2 BD 13 UNITS TOTAL 54 UNITS
10' - 2"
3' - 11" 10' - 2 1/4"
TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
21A4
THIRD FLOOR OVERALL 0BD 7 UNITS 1BD 32 UNITS 2 BD 14 UNITS TOTAL 53 UNITS
10' - 4"
L IC E DONA
6' - 11" 6' - 2 1/2"
8' - 2 3/8"
STAIR #2
20' - 2 1/2"
OFFICE PARAPET +/- 60' - 0"
3' - 7"
PENTHOUSE PARAPET +/- 70' - 0"
15' - 1 3/4"
A
K20
NI
K22
R
K23
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
K25
261' - 11 3/8"
L1
L2
L3.1 L3.2
L4
L5
L7
L8
L9
L13
L16
L19
L20
L21
L22
L23
L24
SHEET TITLE
° 25.25
30'
9 5' 33'
THIRD FLOOR PLAN 1 1/16" = 1'-0"
1"
5
GENERAL NOTES -REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED. METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL.
3/9/2017 2:33:36 PM
FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND
PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED 2X PLUMBING WALL WHERE INDICATED
WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7.
-ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
AD PD
CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS. AREA DRAIN. PLANTER/AREA DRAIN. ROOF DRAIN BELOW PEDESTAL PAPER
F.E.C.
H.B.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 7/A906. EXIT SIGN
1.1
N
3 4
KEYNOTES LEGEND 08B3 14B1 21A4
2X STUD WALL U.N.O. FIRE RATED WALL - 2HR
1
5"
" 1/2
NO.
CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT.
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED
THIRD FLOOR PLAN
L25
21A10
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
DESCRIPTION 90 MIN. FIRE RATED DOOR ON HOLD OPEN DEVICE TRASH CHUTE WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. 36" WIDE METAL FIRE DEPARTMENT ACCESS PARAPET LADDER. SEE 18/A909
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
HOSE BIB 2% MAX. SLOPE @ CORRIDORS & BALCONIES = 3 HOUR FIRE WALL - REFERENCE DETAILS 15, 16, 17 ON SHEET A901
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
SCALE
1501 03-03-2017 As indicated
SHEET NO.
A205
K22
K20
K19
K17
K15
K13
K11
K9
K7
K5
K4
K2
K1
PROJECT OVERALL UNIT MIX: SECOND FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2BD 7 UNITS TOTAL 48 UNITS THIRD FLOOR OVERALL 0BD 7 UNITS 1BD 32 UNITS 2 BD 14 UNITS TOTAL 53 UNITS
6' - 11" 8' - 2 3/8"
6' - 2 1/2"
26' - 8 1/2"
16' - 10 1/8"
27' - 0 5/8"
26' - 9 7/8"
26' - 5 3/8"
26' - 5 3/8"
26' - 5 3/8" EXISTING BUILDING TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
EXISTING FOUR STORY PARKING GARAGE
25' - 4 1/4"
FOURTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 33 UNITS 2 BD 13 UNITS TOTAL 54 UNITS
15' - 6"
EXISTING BUILDING
FIFTH FLOOR OVERALL 0 BD 7 UNITS 1 BD 32 UNITS 2BD 14 UNITS TOTAL 53 UNITS
TOP OF PARAPET +/- 65'-0" (50' - 0" ABOVE PODIUM)
18' - 10 5/8" 1' - 11" 7' - 0"
K710 UNIT: TYPE: K-E SIM1 SHEET: A625
K712 UNIT: TYPE: K-E SIM2 SHEET: A625
UNIT: TYPE: SHEET:
K714 K-P A628
TRASH
UP
AD
STAIR #3B
RAMP DN
TELEPHONE PD
(1 - HR CORRIDOR)
DECK AREA #1 608 SF (OLF = 15) OCC. LOAD = 40.5
KJ L1.1
L2
L3
L6
L10
L11
L14
L15
L17
L17.1
K702 UNIT: TYPE: K-E SIM4 SHEET: A625
K705 UNIT: TYPE: K-E SIM12 SHEET: A625
K703 UNIT: TYPE: K-E SIM10 SHEET: A625
K707 UNIT: TYPE: K-E SIM6 SHEET: A625
K709 UNIT: TYPE: K-E SIM8 SHEET: A625
UNIT: TYPE: SHEET:
K711 K-N A627
UNIT: TYPE: SHEET:
KH2' - 5 1/4" 19' - 9 7/8"
20' - 5 1/2"
20' - 11 1/2"
7' - 8 3/4" 6' - 5 1/2" 7' - 5 1/4"
4' - 9 5/8"
16' - 0 3/4"
5' - 7"
O
26' - 0 3/4"
1
K713 K-N1 A627
KD 9 3' -
MATCHLINE
36' - 5 7/8"
K14
K12
K10
K8
K6
K3
K1
L712 L-M A613
31' - 10 5/8"
LP.1
TEL.
21A4 (1 - HR CORRIDOR)
L710 UNIT: TYPE: L-E sim 2 SHEET: A605
27' - 8" 8' - 8 1/2"
21A4
18' - 11 3/8"
UNIT: TYPE: SHEET:
H
L720 L-E5 A610
"
STAIR #5 AD
UNIT: TYPE: SHEET: UNIT: TYPE: SHEET:
L708 L-E A605
AD
UP UP MP RA
PD
03E6
13
17' - 4 1/4"
L709 L-R1 A615
POTENTIAL LOCATION FOR 20 CONDENSERS
-1 53'
ROOF DECK AREA #6 351 SF (OLF = 15) OCC. LOAD = 23.4
PD
L706 UNIT: TYPE: L-E sim 4 SHEET: A605
L707 UNIT: L-ZM2 TYPE: SHEET: A621
PD
TRASH
-
PD
PD
25' - 0 1/2"
E
PD
UNIT: TYPE: SHEET:
DECK AREA #5 630 SF (OLF = 15) OCC. LOAD = 42
L704 L-S A616
D
PD
L705 L-E1 A606
?
PD
Q BB
-7 35'
CHANGING
7' - 1 1/4"
Q BB
PD
36 LOCKERS PROPOSED
" 3/4
TELEPHONE
UNIT: TYPE: SHEET:
0" -1 18'
10' - 1 1/4"9' - 11 1/8"
(1 - HR CORRIDOR)
PD
/4"
SHOWERS
CHANGING
STAIR #1
L703 UNIT: TYPE: L-E1 sim 3 SHEET: A606
RAMP UP
AD AD
GREASE EXHAUST DUCT (UP TO ROOF)
AD
21A4
SPA DECK TOTAL OCC. LOAD = 48.8 [DECK: 701 SF / 15 (OLF) = 46.7] [SPA: 109 SF / 50 (OLF) = 2.1]
PD
PD
PD
PD
DECK AREA #4 665 SF (OLF = 15) OCC. LOAD = 44.3
OPEN TO BELOW PD
" 3/4
POOL (N.I.C. SEPARATE PERMIT REQ.)
DN
PD
PD
AD
(1 - HR CORRIDOR)
B
13A2 PD
-4 32'
LF
PD
PD PD POOL DECK TOTAL OCC. LOAD = 49 [DECK: 582 SF / 15 (OLF) = 38.8] [POOL: 510 SF / 50 (OLF) = 10.2]
° 26.62
ELEVATOR #2
STORAGE
17' - 11 1/4"
LG
I 8 2' -
LH
L718 L-ZJ A620
" 3/8
LI
UNIT: TYPE: SHEET:
L721 L-H A612
UNIT: TYPE: SHEET:
-2 21'
LJ
" 1/4
L711 L-R A614
) OR RID OR RC -H
UNIT: TYPE: SHEET:
LL
LK
J
(1
LM
L719 L-E6 A610
UNIT: TYPE: SHEET:
L716 UNIT: TYPE: L-ZJ SIM1 SHEET: A620
LN
K
-4 28'
LO
UNIT: TYPE: SHEET:
L
/4"
K16
L717 L-ZA A619
UNIT: TYPE: SHEET:
L714 L-E7 A610
11
K18
UNIT: TYPE: SHEET:
M
-1 18'
K21
L713 L-ZM A621
L715 L-Y A618
TRASH
36' - 3 1/8"
UNIT: TYPE: SHEET:
ELEVATOR #3
26' - 5 3/8"
2
31' - 11 1/2"
26' - 5 3/8"
UNIT: TYPE: SHEET:
5' - 9 1/2"
26' - 9 7/8"
AD
" 7/8
26' - 9 7/8"
N
'-8 "7 1/8
26' - 5 3/8"
LR
-9 12'
17' - 7 3/8"
" 1/2
9' - 10 7/8"
LQ
-6 26'
KA
" 1/4
° 26.62
1' - 7 1/2"
O
2
LP
PD PD
L701 UNIT: TYPE: L-U sim 4 SHEET: A617
L702 L-T A616
PD
PD
POOL/ SPA EQUIPMENT
POOL DECK EL: + 5'-0" PD
PD
PD
LC 14' - 7 1/2"
ROOF
PD
PD
03E6
DECK AREA #1 364 SF (OLF = 15) OCC. LOAD = 24.2
PD
DECK AREA #2 364 SF (OLF = 15) OCC. LOAD = 24.2
PD
PD
DECK AREA #3 670 SF (OLF = 15) OCC. LOAD = 44.6
PD
PD
POTENTIAL LOCATION FOR 15 CONDENSERS
DECK EL: + 1'-4 3/4"
SEE 1/A634
LB
LA
L1
L2
4' - 8 1/4" 23' - 7 3/4"
L3.1
3' - 6 1/8" 6' - 1 3/8"
L3.2
L4
L5
7' - 10 3/4" 8' - 0 1/4"
6' - 5 1/4" 1' - 5 5/8" 7' - 4" 11' - 10 3/4"
L7
L9
L8
L12
L13
L16
92' - 3 1/8"
4' -
68' - 11 1/8"
L22
L25
9 5' '33
-REFER TO SHEET A101 FOR GRADES AND SITE PLAN NOTES NOT CONTAINED IN THIS DRAWING. -LANDSCAPE DESIGN REQUIRES 100% DRIP IRRIGATION WITHIN 5 FT OF BUILDING PERIMETER FOOTING, SPRAY HEADS NOT ALLOWED IN THIS PROJECT. -SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED. METAL LATH: - ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHERS HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATHING INTO FRAMING. - IF STAPLES ARE USED TO ATTACH LATH, ALL PENETRATIONS SHALL BE CAULKED AND SEALED, TYPICAL. FIREPROOFING: -APPLY 1HR CEMENTITIOUS FIREPROOFING (LARR #24763 OR APPROVED EQUAL) APPLY IN LOCATIONS NOTED, OTHERWISE PROVIDE INTUMESCENT COATING. -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) -INTUMESCENT COATING, TYPICAL AT ALL STEEL LOCATD WITHIN DWELLING UNITS. PROVIDE 1HR RATING THROUGHOUT, EXCEPT FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL. PROVIDE 2HR RATING FOR COLUMNS ENCLOSED WITHIN EXTERIOR WALL (LARR #25484 OR APPROVED EQUAL) -SEE STRUCTURAL DWGS FOR RESTRAINED CONSTRUCTION OF STEEL MEMBERS. FIRE PROTECTION: -PROVIDE FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. 12.21A17(d) - CONTRACTOR SHALL PROVIDE SPRINKLER AT ALL CONCEALED SPACES LARGER THAN 6", PER NFPA13, OR SOLIDLY FILL WITH INSULATION. - INSTALL CONCEALED FIRE SPRINKLERS THROUGHOUT, INT. & EXT.
MATERIALS: - ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE. - MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. MAINTENANCE MANUAL: -AN OPERATION AND MAINTENANCE MANUAL INCLUDING , AT A MINIMUM, THE ITEMS LISTED IN CAL GREEN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION OUTDOOR LIGHTING SYSTEMS: - OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a) THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONES 1-4. b) BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11. (c) ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8. DISSIMILAR METALS: -PROVIDE RUBBER GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT. POOL EQUIPMENT: - POOL EQUIPMENT SHALL BE MOUNTED ON MECHANICAL PADS & ATTACHED WITH SPRING ISOLATORS. REFERENCE SIMILAR DETAIL 4/A909 - PLUMBING LINES SHALL BE RAISED ABOVE ROOF AND ISOLATED WITH RUBBER SUPPORTS, TYPICAL.
ELECTRICAL NOTES: - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS ‘FOR FUTURE SOLAR ELECTRIC’. - THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. - PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
-ALL MATERIALS SHALL BEAR IDENTIFICATION SHOWING THE FIRE PERFORMANCE RATING THEREOF AND, IF INTENDED FOR EXTERIOR USE, SHALL BE FURTHER IDENTIFIED TO INDICATE SUITABILITY FOR EXPOSURE TO THE WEATHER. SUCH IDENTIFICATIONS SHALL BE ISSUED BY AN APPROVED L.A. CITY AGENCY HAVING A SERVICE FOR INSPECTION OF MATERIALS AT THE FACTORY.
SHEET TITLE
SEVENTH FLOOR PLAN
1.1 ° 25.25
N
3 4
COMMISSIONING: HVAC, INDOOR LIGHTING AND WATER HEATING ARE NOT WITHIN THE SCOPE OF WORK FOR THIS PHASE OF CONSTRUCTION. COMMISSIONING OF THE HVAC, INDOOR LIGHTING AND WATER HEATING SYSTEMS FOR THE NONRESIDENTIAL SPACES WILL BE REQUIRED AND PERFORMED AT THE INITIAL TENANT IMPROVEMENT PHASE.
LEGEND
5
KEYNOTES LEGEND NO.
CONCRETE WALL PER STRUCTURAL CMU WALL PER STRUCT.
03E6
PARTY-WALL - SOUND WALL STC RATING 50 REQ. / 1HR RATED 2X PLUMBING WALL WHERE INDICATED 2X STUD WALL U.N.O.
METAL STUD FRAMING @ P2 - 2ND FLOORS: - METAL STUD FRAMING, TYP. @ TYPE 1 CONSTRUCTION - WOOD FRAMING NOT PERMITTED WOOD CONSTRUCTION @ 3rd - 7th FLOORS: EXTERIOR WALLS TO BE FIRE TREATED WOOD LARR 24502 (SEE FLOOR PLANS): -FIRE-RETARDANT-TREATED WOOD IS LUMBER OR PLYWOOD IMPREGNATED WITH CHEMICALS AND WHICH, WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42-1 FOR A PERIOD OF 30 MINUTES, SHALL HAVE A FLAME SPREAD OF NOT OVER 25 AND SHOW NO EVIDENCE OF PROGRESSIVE COMBUSTION. MATERIALS WHICH MAY BE EXPOSED TO THE WEATHER SHALL MAINTAIN THIS FIRE-RETARDANT CLASSIFICATION WHEN TESTED IN ACCORDANCE WITH THE RAIN AND WEATHERING TESTS OF U.B.C. STANDARD NO. 32-7.
" 1/2
/8" 93 ' 17
1"
SEVENTH FLOOR PLAN 1 1/16" = 1'-0" INSULATION: -PROVIDE R-25 INSULATION AT 2X8 WALL FRAMING, WHERE IT OCCURS. -WALL INSULATION SHALL FILL & CONTINUOUSLY TOUCH CAVITY ON ALL 6 SIDES - NO AIR GAPS -CEILING/ROOF INSULATION SHALL CONTINUOUSLY TOUCH CAVITY ON 5 SIDES - NO AIR GAPS
0
" 3/4
64 .75 °
10' - 2" 7' - 0 3/8"
GENERAL NOTES
LD
PD
PD
PD
PD
LE
30' - 10 1/4"
UNIT: TYPE: SHEET:
SPA (N.I.C. SEPARATE PERMIT REQ.)
64 .75 °
29' - 6 1/8"
21A4
PD
3/9/2017 2:33:50 PM
CA L I F
LANKERSHIM + otsego
PD
K701 K-F A626
EXISTING FOUR STORY BUILDING
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
OF
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
KI
5' - 9 1/2"
UNIT: TYPE: SHEET:
EXISTING TWO STORY BUILDING
K24
E
L18
21A10
28' - 5 3/8"
REN. 6-30-17
MATCHLINE 30' - 11 1/2"
PD
KC KB
NO. C-13779
1
DECK +1' - 6" SEE 2/A636
PD
KM
TELEPHONE
03E6
L IC E DONA
ELEVATOR #4
K708 UNIT: TYPE:K-E (UFAS) SHEET: A625
5' - 4"9' - 2 5/8"
5' - 4"
K706 UNIT: TYPE: K-E SIM3 SHEET: A625
STAIR #2
KE
K704 K-E1 A624
ED A RCH NS S EMP I A TA
KN
3' - 2 1/2"
KF
21A10 UNIT: TYPE: SHEET:
REC ROOM
21A4
14A3
1' - 6 1/4"
KG
DECK +5' - 0"
1' - 6 3/8" 1' - 11" 26' - 7"
KH
21A4
SPA (N.I.C. SEPARATE PERMIT REQ.)
STAMP
T
27' - 3 7/8"
13A3
KP
ST A
KI
STAIR #4
PROJECT OVERALL 0 BD 42 UNITS 1 BD 183 UNITS 2 BD 72 UNITS TOTAL 297 UNITS
CT TE ERIS K
KL
SEVENTH FLOOR OVERALL 0 BD 4 UNITS 1 BD 21 UNITS 2 BD 10 UNITS TOTAL 35 UNITS
5' - 0"
KO
SIXTH FLOOR OVERALL 0 BD 8 UNITS 1 BD 32 UNITS 2 BD 14 UNITS TOTAL 54 UNITS
SPA DECK TOTAL OCC. LOAD = 30.5 [DECK: 440 SF / 15 (OLF) = 29.3] [SPA: 60 SF / 50 (OLF) = 1.2]
5' - 10"
KQ
3' - 11"
TOP OF PARAPET 46'-0" (31' - 0" ABOVE PODIUM)
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
A
20' - 2 1/2"
NI
3' - 7"
DE Architects AIA
R
K23
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
K25
FIRE RATED WALL - 2HR
AD PD
CONCRETE COLUMNS AT GARAGE LEVELS SEE STRUCTURAL DRAWINGS. AREA DRAIN.
13A2 13A3 14A3 21A4
PLANTER/AREA DRAIN. ROOF DRAIN BELOW PEDESTAL PAPER
F.E.C.
H.B.
FIRE EXTINGUISHER CABINET - RECESSED AT RESIDENTIAL FLOORS & SURFACE MOUNTED GARAGES (MAX. 75' FROM ANY PORTION OF BUILDING). SEE 7/A906. EXIT SIGN
21A10 23A10
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
DESCRIPTION STAIRS - PRECAST CONCRETE TREADS BY STEPSTONE INC. (SEPSTONEINC.COM) OR APPROVED EQ. STEEL POOL, SEE POOL CONSULTANT DRAWINGS STEEL SPA, SEE POOL CONSULTANT DRAWINGS HANDICPPED LIFT - GARAVENTA GENESIS OPAL MODEL GVL-OP OR APPROVED EQ. WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. 36" WIDE METAL FIRE DEPARTMENT ACCESS PARAPET LADDER. SEE 18/A909 MECHANICAL SHAFT - SEE MECH. DWGS.
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
HOSE BIB 2% MAX. SLOPE @ CORRIDORS & BALCONIES = 3 HOUR FIRE WALL - REFERENCE DETAILS 15, 16, 17 ON SHEET A901
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
SCALE
1501 03-03-2017 As indicated
SHEET NO.
A209
DE Architects AIA
10H2
10H2
10H2
DUCT FROM BELOW
MECH. PAD TRASH EXHAUST
ED A RCH NS S EMP I A TA
KN
FIRE WALL BELOW
10H2
21A4
STAMP KP
NO. C-13779
21A10
ST A
REN. 6-30-17
66' - 3 3/4"
61' - 6 1/2"
MECH. EQUIP. PAD
21A4
OF
R
T
E
A
10H2
10' - 4"
NI
10H2
15' - 6"
10' - 2"
131' - 6 1/4"
K1 FOS
27' - 0 5/8"
FOS
FOS
FOS
FOS
K2
L IC E DONA
FOS
16' - 10 1/8"
K11
CT TE ERIS K
KM
32' - 5 1/4"
K13
7' - 0"
KO
9' - 10 7/8"
K15
10H2
5' - 0 5/8"
FOS
44' - 7 1/2"
K18
14' - 1 1/4"
8' - 0"
FOS
K21
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
FOS
FOS 3' - 2 1/2"
3' - 1 7/8"
21A10
10H2
10H2
10H2
10H2
10H2
10H2
10H2
LR
07J9
K21
70' - 10 5/8"
152' - 5 5/8"
K18
FOS
9' - 10 7/8"
FOS
44' - 10 1/4"
FOS
8' - 0"
K12
KA
S FO 10H2
FOS
17' - 0 1/8"
MATCHLINE
22D5
FOS
O
10H2
10H2
MECH. EQUIP. PAD
10H2
10H2
10H2
LQ
2
FOS
K1 ELEVATOR EQUIPMENT ROOM
-4 94'
10H2
TRASH EXHAUST
STORAGE
" 1/8
10H2
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
1' - 11" 14' - 2 7/8"
FOS
10H2 23A2 23A14 07E1
KD
" 1/2
FOS
-6 13'
KB
2
10H2
FOS
KE
1
L10
S FO
FOS
L2
S FO
KF
MATCHLINE
1
10H2
LANKERSHIM + otsego
10H2
10H2
J 10H2 FIRE WALL BELOW
-2 21' " 3/8
10H2
S FO
10H2
10H2
FIRE WALL BELOW
10H2
1 9' -
" 1/2
-7 56' " 3/4
210' - 0 5/8"
I
10H2
10H2
10H2
TRASH EXHAUST
65'
E S FO
0"
10H2 22D5
10H2 10H2
07E1 23A14 MECH. EQUIP. PAD
10H2
07J9 10H2 GREASE DUCT BELOW
10H2
3 5' -
ELEVATOR EQUIPMENT ROOM
-2 18'
" 7/8
" 5/8
21A4 10H2 FIRE WALL BELOW
0 5' -
1 -1 36'
10H2
" 3/4
10H2
FOS 8' - 0"
LB
FOS 17' - 9 3/4"
LC
"
33'
10H2
7' - 0 3/8"
28' - 4"
1"
39' - 3 3/4"
SHEET TITLE S FO
L1
L2
L3.2
L12
ROOF PLAN
S FO
10' - 2"
5
4
N
ROOF PLAN 1/16" = 1'-0" 12. MECHANICAL AND OTHER DUCTS WHICH PENETRATE THE ROOF DECK WILL BE COORDINATED WITH RESPECT TO THEIR LOCATION WITH THE ARCHITECT. DO NOT CUT HOLE IN ROOF DECK PRIOR TO APPROVAL OF LOCATION BY ARCHITECT. 13.PROVIDE SMOKE DETECTORS AT THE TOP OF COMMON STAIRWELLS SERVING TWO OR MORE TENANTS. (HEALTH AND SAFETY CODE 13113.7) 14. ROOFING - CLASS 'A' - SINGLE PLY KEE ROOFING. (45 mil FIBERTITE-SM) SEE CUT SHEETS ON A061.
3/8" / 1'-0" MINIMUM SLOPE U.N.O.
2.GUARDRAIL ADJACENT TO MECHANICAL EQUIPMENT SHALL BE INSTALLED as REQUIRED BY INSPECTOR.
2% MINIMUM SLOPE U.N.O.
3.ALL ROOF WATER TO BE CONDUCTED THROUGH ROOF DRAINS, DOWNSPOUTS AND GUTTERS (NO FREEFALL TO BALCONIES TYPICAL). 4.MECHANICAL SUB-CONTRACTOR TO LOCATE ALL MECHANICAL EQUIPMENT PLATFORMS ON ROOF PRIOR TO CONSTRUCTION OF PLATFORM BY FRAMER. MECHANICAL SUB-CONTRACTOR TO INFORM ARCHITECT OF ANY CLEARANCE PROBLEMS AT THIS TIME. SUPERINTENDENT TO CONFIRM ALL LOCATIONS. NO PLATFORMS ARE PERMITTED OVER BEDROOMS OR LIVING ROOMS.
16. ATTIC ACCESS - PROVIDE A 20"X30" ATTIC ACCESS OPENING AT EACH SEPARATE ATTIC SPACE HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING.
5.ROOF COVERING SHALL BE CLASS 'A' FIRE RETARDANT. (TITLE 24, CHAPTER 15, 2010 LABC.)
18. ALL PENETRATIONS THROUGH BUILDING PAPER/MEMBRANE WATERPROOFING SHALL BE CAULKED AND SEALED
20. SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED. 21. INSTALL PLUMBING LINES AS CLOSE TO ROOF AS POSSIBLE.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
KEYNOTES LEGEND NO.
ROOF DRAIN BELOW PEDESTAL PAPER TWO WAY INSULATION VENT (SEE 14/A909)
07E1
07J9
ROOF TIE-BACK ANCHORS FIRE RATED WALL - 2HR
10H2
= 3 HOUR FIRE WALL - REFERENCE DETAILS 15, 16, 17 ON SHEET A901
21A4
21A10
6.MISCELLANEOUS IRON SUB-CONTRACTOR TO VERIFY ALL LADDERS WITH SUPERINTENDANT IN FIELD PRIOR TO FABRICATION AND INSTALLATION (IF REQUIRED BY OWNER). 7.FRAMER TO PROVIDE BACKING FOR ALL LADDERS AS DIRECTED BY MISCELLANEOUS IRON SUB-CONTRACTOR (IF REQUIRED BY OWNER).
22D5 23A2 23A14
10.DRAIN PIPES INSTALLED IN PARKWAY TO BE IRON OR EQUAL.
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DESCRIPTION KEE SINGLE PLY MEMBRANE ROOF ICC# ESR-1456 - SRI OF 78 OR BETTER - COOL ROOF (SEE SHEET A060) TWO WAY INSULATION VENT, TYP THROUGHOUT, SEE 14/A909 (1 PER 1,000 SQ. FT.) ROOF ANCHOR, TYP. - SEE EXTERIOR BUILDING MAINTENANCE DRAWINGS WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. 36" WIDE METAL FIRE DEPARTMENT ACCESS PARAPET LADDER. SEE 18/A909 ROOF DRAIN (REF. PLUMBING DWGS.) AIR CONDITIONER CONDENSER UNIT MECHANICAL EQUIPMENT PLATFORMS, TYP.
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
8.ROOF DRAINAGE SHALL NOT BE CARRIED OVER SIDEWALKS. 9. DISCHARGE OF WATER MUST BE CONDUCTED UNDER SIDEWALK.
19. PROVIDE CONCEALED FIRE SPRINKLER HEADS THROUGHOUT (EXCEPT IN GARAGE)
LEGEND
1. ROOF DECK SLOPE SEE ROOF PLAN. TYPICAL CRICKET SLOPE 1/2" /1'-0".
15. SOLAR PANELS - CONTRACTOR SHALL PROVIDE MINIMUM OF ONE ELECTRICAL CONDUIT (1" MINIMUM) FOR THE FUTURE INSTALLATION OF SOLAR PANELS AT LOCATIONS INDICATED. (PER CALIFORNIA GREEN CODE REQUIREMENT)
17. ATTACH LATH TO SUPPORTS AT 6" O.C. INSTALL LATH USING HOT-DIP GALVANIZED FASTENERS WITH NEOPRENE WASHERS. INSTALL SCREWS TO ENSURE THAT WASHER HAS MAXIMUM CONTACT WITH BUILDING PAPER/MEMBRANE WATERPROOFING. SCREWS SHALL PENETRATE THROUGH EXTERIOR PLYWOOD SHEATING INTO FRAMING.
3/9/2017 2:34:00 PM
ROOF NOTES:
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
SCALE
1501 03-03-2017 As indicated
SHEET NO. 11. PROVIDE FIRE SPRINKLER AT ALL ATTIC SPACES OVER 30".
A210
KEYNOTES NO.
D1.3
W7.3
W3.2a
W7.3
11' - 10 3/4"
D1.3
W3.2a
TYP.
05G10.1
D1.3
05G9 05G10
W7.3a
W3.2a
D1.3
D1.3
W3.2a
W7.3a
D1.3
D2.2
W3.2a
D1.3
W3.2
D1.3
D1.3
W3.2
PROPERTY LINE
05G10
OPEN D1.3
D1.3
W7.3a
D1.3
W3.2a
W7.3a
D1.3
W7.3
W3.2a
D1.3
D1.3
W7.3
05G10.1
D1.2
W7.2a
W3.1a
D1.2
W3.1a
W7.2a
D1.2
D2.1
W3.1a
D1.2
W3.1
D1.2
D1.2
W3.1
03C3 W16 D1.1
W1 L31
L30
D4
L32
D4
L33
D4
L35 W1
L34
L36
D4
L37
W1
L38
D4
L39
W1
L40
D4
W1
L41
W1
L42
D4
L43
05G10
05G10 03C3 L2
03C3
L8
FUTURE TENANT SIGNAGE
L4
1' - 2"
EL: 637.25'
L6
SIGNAGE
FUTURE TENANT SIGNAGE
L11
L15
L13
P7
EL: 629.38' L3
23A12
SIGNAGE
10J4 L1
10B2
L5
M6
L7
L9
L10
L12
M3
M2
FIFTH FLOOR 670.42'
03C3
03C3
03C3
05G10
03C3
05G10
03C3
05G10
07G12
08G3
08B4
03C3
22C5
07G12
03C3
10J3
08G3 03C3
03C3
05G10
08G3
05G10
03C3
03C3
03C3
26A7
07G12
10J7
07G12
05G10
03C3
03C3
10J3
07G12 05G10
08G3
08D3
FOURTH FLOOR 660.17'
08G3
03C3
23A12
03C3
03C3
03C3
23A12
03C3
23A12
10J3
05G10.1
07D7.1
07D7.2
THIRD FLOOR 649.92'
7D10 07G7 07G10
Bath at L-A3 sim3 638.42'
07G11 07G12 07M6 08B4
08D3 AVG. GRADE PLANE 619.82'
05G10
05G10
05G14
MARKET GROUND FLOOR 618.38' 08G3
05G5
05G9
DELIVERY TRUCK EXIT
G22
S4
03C3
SIXTH FLOOR 680.67'
07G12
08G3 09A2.1
09A2.2
23A12
07G12
09A2.3
03C3
EAST ELEVATION LANKERSHIM SIDE (LANKERSHIM BOULEVARD) 3/32" = 1'-0"
3
09A3
07G7
10J6
05G14 10J7
W7.3a
W3
W7
D1
W7.3a
W3.2a
D1.3
W3.2a
W7.3a
D1.3
D1.3
W3.2a
D1.3
W7.3a
W14.1
D1
W7
W3
D1
W3
D1.3
W3
W7
W7.3a
W3.2a
W7.2a
W3.1a
D1.3
D1.2
W3.1a
D1.3
W3.2a
W7.2a
D1.2
D1.3
W7.3a
D1.2
W3.1a
D1.3
W3.2a
PROPERTY LINE
PROPERTY LINE
05G10.1
W7.3a
W7.2a
D1.2
W14 05G10.1
EL: 647.59' W7
D1
W7
D4
W3
L53
L52
W1
D4
L50
L51
W1
D4
L48
D4
L49
L46
L47
W1
L44
D4
L45
W1
W7.1a 05G10
SIGNAGE
03C3 23' - 6 7/8"
L23
L25
08G3
FUTURE TENANT SIGNAGE
L22
L21
L20
L19
FUTURE TENANT L17 SIGNAGE
26A7
SIGN
EL: 629.45' DELIVERY TRUCK AND CUSTOMER ENTRANCE
EL: 629.45'
EL: 629.38'
L16
03C3
L24
03C3 L18
G1
ROOF 702.82'
10J4 10J5
SEVENTH FLOOR 690.92' 10' - 3"
D1.3
W3.2a
10J3
10J6 10J7
22C5 23A9 SIXTH FLOOR 680.67'
10' - 3"
D1.3
10J2.1
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
23A9.1
FIFTH FLOOR 670.42' 10' - 3"
W7.3a
RESIDENTIAL SIGNAGE
W7
24" STAINLESS STEEL REVERSE CHANNEL LETTERS - BUILDING ADDRESS METAL CANOPY TYP. COLOR #2 (SEE 28/A904) STEEL FRAME METAL AWNING TYP. W/ MORIN INFILL PANEL (ARIA242) WHOLEFOODS 365 MARQUEE EYEBROW METAL SUNSHADE: 18 GA. 3/32" ROUND & 5/32" STAGGERED GALV. PERFORATED METAL SCREEN WELDED TO STEEL TUBE ROOF OVERHANG STEEL FRAME METAL CANOPY TYP. W/ 18 GA. 3/8" ROUND & 5/8" STAGGERED GALV. 40% PERFORATED METAL SCREEN INFILL GREASE TANK ACCESS STUB METAL GARAGE EXHAUST LOUVERED VENT - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.) METAL GARAGE EXHAUST LOUVERED VENT - RUSKIN ELF211 ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.) MECHANICAL FRESH AIR INTAKE - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. 43% FREE OPENING (REF. MECH. DWGS.) J-BOX AND CONDUIT FOR FUTURE SIGNAGE. VERIFY LOCATION W/ TENANT FREESTANDING RESIDENT INTERCOM BOLLARD
23A12
26A7 FOURTH FLOOR 660.17'
27A2 32P4
10' - 3"
D1.3
W3.2a
W3
05G5
W3
10B2
THIRD FLOOR 649.92' 11' - 6"
D1.3
W7.3a
W3.2a
T.O. PARAPET 705.32'
Bath at L-A3 sim3 638.42'
ED A RCH NS S EMP I A TA NO. C-13779
REN. 6-30-17
E
OF
CA L I F
AVG. GRADE PLANE 619.82'
M1
MARKET GROUND FLOOR 618.38' 32P4
23A9
03C3
05G10
32P4
03C3
07G10
03C3
27A2
07G12
05G9 03C3
03C3
07G12
07G12
03A9
10J3 03C3
23A9.1 08G3
05G10
03C3
03C3
07G12
08G3
23A9.1
03C3
03C3
10J3 03C3
03C3
03C3
03C3
03C3
07G12
08G3
03C3
08G3
03C3
10J6
07G7
10J6
10J6
10J5
03C3
SOUTH ELEVATION LANKERSHIM SIDE (OTSEGO STREET) 3/32" = 1'-0" 05G5
10J6
07G7
08G3
10J6
10J5
2' - 6"
10J6
10J6
05G5
10J4
03C3
2 10J5
07G12
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
20' - 0 1/2"
D1
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
D1.3
W7
05G10.1
3' - 6" TYP.
W7
05G10
W7
D1
W3
05G9
11' - 10 3/4"
10J7
W3
3/4" CHANNEL SCREED FRY REGLET CONTROL JOINT TYP. CEMENT PLASTER AREA SHALL NOT EXCEED 150 SQFT. WITHOUT A CONTROL JOINT, SEE REFERENCE DETAIL (14/A902)
10J7
2' - 6"
10J7
09A3.2
STAMP
T
3' - 6" TYP.
W14.1
04A6
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
ST A
3' - 6"
W3.2a
TYP.
D1.3
05G9
04A1.1 04A3.1
DE Architects AIA
CT TE ERIS K
PROPERTY LINE
RESIDENTIAL SIGNAGE
SEVENTH FLOOR 690.92'
C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS) C.I.P.C. BENCH ARCHITECTURAL CAST-IN PLACE CONCRETE - 6" BOARD FORM WALL MOCK-UP TO BE APPROVED BY ARCHITECT ARCHITECTURAL CAST-IN PLACE CONCRETE - SMOOTH / SACKED FINISH PAINTED C.M.U. WALL W/ PAINT FINISH C.M.U. PLANTER WALL - BURNISHED C.M.U. BLOCK, STACKED BOND BURNISHED C.M.U. BLOCK, STACKED BOND - JOINTS RAKED AND FINISHED 42" STEEL GUARDRAIL W/ METAL SALES T16E CORRUGATED PERFORATED METAL INFILL. KYNAR FINISH TO BE DETERMINED BY ARCHITECT 42" SIDE MOUNTED ETCHED GLASS GUARDRAIL 42" SURFACE MOUNTED GLASS GUARDRAIL 42" SURFACE MOUNTED ETCHED GLASS GUARDRAIL SIDE MOUNTED METAL SALES T16E CORRUGATED METAL SCREEN METAL SALES CORRUGATED METAL WALL PANEL (T16-E) - HORIZONTAL W/ KYNAR FINISH OR APPROVED EQ METAL SALES CORRUGATED METAL WALL PANEL (T16-E) - VERTICAL W/ KYNAR FINISH OR APPROVED EQ ALUMINUM SIDING TO MATCH ALUMINUM DOOR - FLUSH LOCK SEAM PAINTED 20 GA. GALV. SHEET METAL COPING 20 GA. PAINTED METAL FASCIA LAP SEAMS EQUALLY SPACED DROPPED METAL FRAMED SOFFIT BELOW CONCRETE PODIUM DECK, TYP. 22 GA. ALUMINUM BRAKE METAL DOWNSPOUT NOZZLE, PROVIDE EXTENSION AS NECESSARY, TYP. TORMAX TX9430 FULL BREAKOUT TELESCOPING SLIDER RH, SX-SX-SO. POWDER-COAT TO MATCH PMS 2188. COMMERCIAL OVERHEAD GARAGE DOOR W/ METAL FRAMED GLASS INFILLED SECTIONAL PANELS - COMMERCIAL ENTRY COLORED GLAZING FILM 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH INTEGRAL COLOR #1 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH CUSTOM COLOR #1 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH CUSTOM COLOR #2 1/4" CHANNEL SCREED FRY REGLET CONTROL JOINT, TYP. CEMENT PLASTER AREA SHALL NOT EXCEED 150 SQFT. WITHOUT A CONTROL JOINT, SEE REFERENCE DETAIL (XX/AXXX)
A
W7.3a
03C3
10' - 3"
D1.3
W3.2a
W3.2
10' - 3"
D1.3
3' - 6"
W7.3a
W7.3
W3.2
10' - 3"
D1.3
W3.2a
D1.3
D1.3
ROOF 702.82'
10' - 3"
D1.3
03A9 03C2
10J7
W3.2
W15
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
2' - 6"
05G9
03A5
11' - 6"
05G10
T.O. PARAPET 705.32'
20' - 0 1/2"
05G14 10J7
3' - 6" TYP.
05G10
05G10
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
05G10.1
NI
05G10
10J7
DESCRIPTION
= KEYNOTE NO.
R
00A00
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
07G7
L IC E DONA
10J2.1
07G7
LANKERSHIM + otsego
10J2.1
T.O. PARAPET 705.32'
D1
W3
D1
W8
05G5
W7
D1
D1
W7
W3
W3
D1
D1
W8
W3
D1
D1
W7
W3
D1
W3
W7
D1
W3
D1
W7
D1
W8
TYP.
W3
D1
D1
W3
W3
W3
W3
D1
D1
W3
D1
W3
D1
W7
W3
W7
D1
W3
D1
W7
D1
W7
W3
D1
W3
D1
W3
W7
D1
PROPERTY LINE
PROPERTY LINE
3' - 6"
D1
D1
W8
D1
W8
05G5
EL: 647.68' W11
05G5
D9
W11
W11
D7
W11
07M6 D1
W11
W11
D1
D1
W11
D1
LINE OF WALL NOT SHOWN (SEE PLAN)
OTSEGO STREET
PROPERTY WALL
UPPER TERRACE 692.25' SEVENTH FLOOR 690.92'
10' - 3"
W3
D1
SHEET TITLE
ELEVATIONS
SIXTH FLOOR 680.67' 10' - 3"
D1
W7
FIFTH FLOOR 670.42' 10' - 3"
W3
D1
W3
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
FOURTH FLOOR 660.17'
THIRD FLOOR 649.92' THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
Bath at L-A3 sim3 638.42' RECREATION 636.42'
AVG. GRADE PLANE 619.82'
JOB NO.
MARKET GROUND FLOOR 618.38'
DATE
3/9/2017 2:34:38 PM
07M6
07M6
07G11
32P4
SCALE
1
WEST ELEVATION LANKERSHIM SIDE 3/32" = 1'-0"
3
1
1501 03-03-2017 As indicated
SHEET NO.
KEY PLAN 2
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
10' - 3"
W3
W7
3' - 6"
D1
D1
11' - 6"
W3
ROOF 702.82'
20' - 0 1/2"
D1
W7
W3
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
D1
TYP.
W3
TYP.
W3
3' - 6"
D1
11' - 10 3/4"
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
A401
KEYNOTES NO.
05G5
09A2.1
05G9
W8a
TYP.
3' - 6"
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
06A37
ROOF 702.82'
SEVENTH FLOOR 690.92'
SEVENTH FLOOR 690.92'
07M6
W8a
10' - 3"
09A2.2 FIFTH FLOOR 670.42'
10' - 3"
D1
W8a
FIFTH FLOOR 670.42' 10' - 3"
D1
D1
65' - 4 3/4"
65' - 4 3/4"
05G5
10' - 3"
3' - 6" TYP.
W8a
W8a
10' - 3"
D1
W8a
FOURTH FLOOR 660.17'
10' - 3"
D1
10J2 10J3
THIRD FLOOR 649.92' D1
D1
W11
11' - 6"
D7
THIRD FLOOR 649.92'
11' - 6"
LINE OF WALL NOT SHOWN (SEE PLAN)
09A2.3
09A3.2
FOURTH FLOOR 660.17' D1
09A2.1
S3
10J5
10J6 10J7
Bath at L-A3 sim3 638.42'
Bath at L-A3 sim3 638.42'
10K1
ED A RCH NS S EMP I A TA NO. C-13779
REN. 6-30-17
E
T
D1
W8a
SIXTH FLOOR 680.67'
STAMP
ST A
D1
07G7 07G11
SIXTH FLOOR 680.67' D1
07D7.1
07D7.2
10' - 3"
D1
W8a
05G5
POOL DECK 695.92' UPPER TERRACE 692.25'
10' - 3"
3' - 6" TYP.
11' - 10 3/4"
ROOF 702.82'
05G11
11' - 10 3/4"
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
T.O. PARAPET 705.32'
CT TE ERIS K
D1
D1
2' - 6"
2' - 6"
T.O. PARAPET 705.32'
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
OF
A
04A3.1 07G7
DE Architects AIA
NI
03C3
ROOF OVERHANG/CANOPY C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS) ARCHITECTURAL CAST-IN PLACE CONCRETE - SMOOTH / SACKED FINISH PAINTED C.M.U. PLANTER WALL - BURNISHED C.M.U. BLOCK, STACKED BOND 42" STEEL GUARDRAIL W/ METAL SALES T16E CORRUGATED PERFORATED METAL INFILL. KYNAR FINISH TO BE DETERMINED BY ARCHITECT 42" SIDE MOUNTED ETCHED GLASS GUARDRAIL 42" STEEL GUARDRAIL, SEE REFERENCE DETAIL (19/A902) WOOD FRAMED PLANTER W/ POLYETHYLENE PLANTER LINER METAL SALES CORRUGATED METAL WALL PANEL (T16-E) - HORIZONTAL W/ KYNAR FINISH OR APPROVED EQ METAL SALES CORRUGATED METAL WALL PANEL (T16-E) - VERTICAL W/ KYNAR FINISH OR APPROVED EQ PAINTED 20 GA. GALV. SHEET METAL COPING DROPPED METAL FRAMED SOFFIT BELOW CONCRETE PODIUM DECK, TYP. DOWNSPOUT NOZZLE, PROVIDE EXTENSION AS NECESSARY, TYP. 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH INTEGRAL COLOR #1 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH CUSTOM COLOR #1 7/8" (3 COAT SYSTEM) PORTLAND CEMENT PLASTER 20/30 SAND FINISH CUSTOM COLOR #2 3/4" CHANNEL SCREED FRY REGLET CONTROL JOINT TYP. CEMENT PLASTER AREA SHALL NOT EXCEED 150 SQFT. WITHOUT A CONTROL JOINT, SEE REFERENCE DETAIL (14/A902)
R
01A15 03A5
05G5
DESCRIPTION
= KEYNOTE NO.
L IC E DONA
00A00
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
METAL CANOPY TYP. COLOR #1 (SEE 28/A904) STEEL FRAME METAL AWNING TYP. W/ MORIN INFILL PANEL (ARIA242) METAL SUNSHADE: 18 GA. 3/32" ROUND & 5/32" STAGGERED GALV. PERFORATED METAL SCREEN WELDED TO STEEL TUBE ROOF OVERHANG STEEL FRAME METAL CANOPY TYP. W/ 18 GA. 3/8" ROUND & 5/8" STAGGERED GALV. 40% PERFORATED METAL SCREEN INFILL MANUFACTURED SURROUND FIREPLACE
07M6
COURTYARD LANKERSHIM - NORTH ELEVATION 3/32" = 1'-0"
COURTYARD LANKERSHIM - SOUTH ELEVATION 3/32" = 1'-0"
6
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
7
07G7
CS9 L54
UPPER TERRACE 692.25'
ROOF 702.82'
CS8
UPPER TERRACE 692.25'
FIFTH FLOOR 670.42'
SIXTH FLOOR 680.67'
10J7 3' - 6" TYP.
10' - 3"
05G9
10' - 3"
65' - 4 3/4"
10J7
SEVENTH FLOOR 690.92'
D1
10' - 3"
THIRD FLOOR 649.92'
L29
4
ENTRY COURTYARD LANKERSHIM - NORTH ELEVATION 3/32" = 1'-0"
MEZZANINE LEVEL 628' - 10 9/16"
LINE OF WALL NOT SHOWN (SEE PLAN)
G13
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
ENTRY LOBBY OTSEGO - WEST ELEVATION 3/32" = 1'-0"
3
10J6
10J6 07G7
05G5
D1
W8
W8
D1
W8
10' - 3"
D1
W3
W7
W3
D1
W8
W8
D1
W8
10' - 3"
FOURTH FLOOR 660.17'
W7
D1
D1
W3
W7
W3
W7
W3
D1
W8
W8
D1
W8
W8
D1
PROPERTY LINE
10' - 3"
PROPERTY LINE
FIFTH FLOOR 670.42'
W8
D1
W8
THIRD FLOOR 649.92' 11' - 6"
05G5
EL: 647.68' W7 Bath at L-A3 sim3 638.42'
L26
L27
CS14
LINE OF WALL NOT SHOWN (SEE PLAN)
EL: 634.28'
AVG. GRADE PLANE 619.82'
LANKERSHIM BLVD
3/9/2017 2:35:24 PM
ELEVATIONS
SIXTH FLOOR 680.67'
FIFTH FLOOR 670.42'
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
FOURTH FLOOR 660.17'
THIRD FLOOR 649.92'
RECREATION 636.42'
JOB NO.
AVG. GRADE PLANE 619.82' 1
MARKET GROUND FLOOR 618.38' 07M6
03A5
07G11
DATE SCALE
6
05G5
4 5
7
2
ENTRY LOBBY OTSEGO - EAST ELEVATION 3/32" = 1'-0"
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
1
NORTH ELEVATION LANKERSHIM SIDE 3/32" = 1'-0"
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
Bath at L-A3 sim3 638.42'
PROPERTY WALL
MARKET GROUND FLOOR 618.38'
SHEET TITLE
10' - 3"
W7
W3
05G5
SEVENTH FLOOR 690.92'
10' - 3"
D1
W8
3' - 6"
W7
D1
10' - 3"
W8
10' - 3"
D1
W8
3' - 6" TYP.
SEVENTH FLOOR 690.92'
W3
ROOF 702.82'
11' - 6"
UPPER TERRACE 692.25'
W7
TYP.
D1
W3
11' - 10 3/4"
ROOF 702.82'
SIXTH FLOOR 680.67'
S1
T.O. PARAPET 705.32' AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
3' - 6"
05G9
10J2
T.O. PARAPET 705.32'
20' - 0 1/2"
G11
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
TYP.
3' - 6" PROPERTY LINE
05G9
10' - 3"
11' - 10 3/4"
2' - 6"
05G5
G11
Bath at L-A3 sim3 638.42'
AVG. GRADE PLANE 619.82'
07M6
07G7
G11
THIRD FLOOR 649.92'
MARKET GROUND FLOOR 618.38'
05G5
07G7
G11
FOURTH FLOOR 660.17'
2' - 6"
07M6
ENTRY COURTYARD LANKERSHIM - SOUTH ELEVATION 3/32" = 1'-0"
10J7
FIFTH FLOOR 670.42'
Bath at L-A3 sim3 638.42'
LINE OF WALL NOT SHOWN (SEE PLAN)
G11
SIXTH FLOOR 680.67'
M5
Bath at L-A3 sim3 638.42'
5
10J3
11' - 6"
11' - 6"
THIRD FLOOR 649.92'
SEVENTH FLOOR 690.92'
20' - 0 1/2"
10' - 3"
FOURTH FLOOR 660.17' 10J7
10J5
05G9
FIFTH FLOOR 670.42'
FOURTH FLOOR 660.17'
G11
D1
10' - 3"
G11
TYP.
05G9
10' - 3"
65' - 4 3/4"
G11
10' - 3"
SIXTH FLOOR 680.67'
3' - 6"
D1
3' - 6" TYP.
10' - 3"
G11
TYP.
3' - 6"
SEVENTH FLOOR 690.92'
D1
LANKERSHIM + otsego
2' - 6"
ROOF 702.82'
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
3' - 6"
G11
07G7
10J7
TYP.
10J7
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
8' - 6" T.O. PARAPET TO T.O. STAIR PARAPET
11' - 10 3/4"
EL: 699.90'
T.O. PARAPET 705.32'
11' - 10 3/4"
2' - 6"
T.O. PARAPET 705.32'
10' - 3"
05G5
10' - 3"
05G11
POOL DECK 695.92' UPPER TERRACE 692.25'
10' - 3"
10K1
07G7
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
10J3 10J6
ROOF 702.82'
11' - 6"
10J5
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
20' - 0 1/2"
05G5
10' - 3"
11' - 10 3/4"
2' - 6"
T.O. PARAPET 705.32'
KEY PLAN
3
2
1501 03-03-2017 As indicated
SHEET NO.
A402
KEYNOTES LEGEND
05E1
06A33
10J6
T.O. PARAPET 705.32'
2' - 6"
28 A904
Sim
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
10J2.1 11' - 10 3/4"
UNIT
UNIT
06A32
UNIT
06A32
07F3
UNIT
UNIT
UNIT
UNIT 06A32
06A32
UNIT
03A10
UNIT
UNIT
UNIT 03A10
03A10
UNIT
UNIT
03A10
UNIT UNIT
16 A903 03A4.1
Sim
08D5
MARKET LINE OF FUTURE MARKET FINISH FLOOR
03A10
20' - 0 1/2"
2 A911
MARKET LINE OF FUTURE MARKET FINISH FLOOR
03A10
15' - 0"
40' - 0"
NEW PL TO CURB
CL STREET TO CURB
9 A904 03A10
10J6 23A9 FIFTH FLOOR 670.42'
23A10 23A14
REN. 6-30-17
E
OF
CA L I F
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
GENERAL NOTES: THIRD FLOOR 649.92'
1. SEE FLOOR PLANS FOR SOFFITS NOT SHOWN IN SECTIONS
Bath at L-A3 sim3 638.42'
10' - 0"
17 A903
P2 594.97'
Sim
07A1
2
LANKERSHIM TRANSVERSE BUILDING SECTION 1 3/32" = 1'-0"
06A33
06A33
23A14
06A33
T.O. PARAPET 705.32'
2' - 6"
06A33
PROPERTY LINE
06A33
23A14
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
06A32
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
06A32
UNIT
UNIT
10' - 3"
UNIT 07F3
06A32
10' - 3"
06A32
UNIT
06A32
2 A803
UNIT
UNIT
UNIT
UNIT
UNIT
10' - 3"
06A32
UNIT
UNIT
FITNESS CENTER 2 A911
UNIT
UNIT
UNIT
UNIT 03A10
03A10
Sim
11' - 6"
03A10
05G9
23A10
03A10
LINE OF FUTURE MARKET FINISH FLOOR
03A10
ELEVATOR SHAFT
20' - 0 1/2"
RESIDENTIAL TRASH #1
LOBBY #1
03A10
03A10
PARKING 03A10
RAMP PARKING
PARKING 03A2
17 A903
Sim
03A2 17 A903
ELEVATOR PIT
07A1
THIRD FLOOR 649.92'
SHEET TITLE
BUILDING SECTIONS - LANKERSHIM
Bath at L-A3 sim3 638.42' RECREATION 636.42'
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
Sim
P2 594.97'
07A1
JOB NO.
3/9/2017 2:35:32 PM
LEGEND FIRE RATED WALL - 2HR
1 DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
10' - 0"
03A2
FOURTH FLOOR 660.17'
P1 604.97'
03A10
03A4.1
RAMP
FIFTH FLOOR 670.42'
MARKET GROUND FLOOR 618.38'
03A4.1
PARKING
SIXTH FLOOR 680.67'
AVG. GRADE PLANE 619.82'
RAMP
03A10
SEVENTH FLOOR 690.92'
13' - 4 7/8"
CLR.TYP
8' - 2" MIN.
MARKET
CLR. TYP.
RAMP
COMMERCIAL / PARKING
8' - 2" MIN.
11' - 0" MIN. CLR.
9 A904
23A10
11' - 0" MIN. CLR.
ELEC. ROOM
MARKET CLEARANCE
BICYCLE ROOM
MARKET CLEARANCE
23A9 03A10
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
UNIT
ROOF 702.82'
11' - 10 3/4"
UNIT
10' - 3"
10J6
O
FOURTH FLOOR 660.17'
03A2
Sim
PROPERTY LINE
NO. C-13779
P1 604.97'
PARKING
17 A903
10J2.1
AVG. GRADE PLANE 619.82' MARKET GROUND FLOOR 618.38'
03A4.1
PARKING
SIXTH FLOOR 680.67'
ED A RCH NS S EMP I A TA
13' - 4 7/8"
Sim
AT LOADING DOCK
2 A911
MARKET CLEARANCE MARKET CLEARANCE
11' - 0" MIN.
CLR. TYP. CLR. TYP.
11' - 0" MIN.
8' - 2" MIN.
03A10
8' - 2" MIN.
PARKING
14' - 0" MIN. CLR.
03A10
Sim
07J12 08D5
STAMP
LANKERSHIM + otsego
PROPERTY LINE WALL
Sim
11' - 6"
2 A911
50' - 0"
CL STREET TO EXIST. PL
EXIST. PROPERTY LINE
UNIT
NEW PROPERTY LINE
PROPERTY LINE
5' - 0" DEDICATION
10' - 3"
UNIT
10' - 3"
UNIT
CL OF STREET
UNIT
85' - 6" (FROM LOWEST ADJACENT GRADE)
06A32
06A32
06A32
UPI POLYURETHANE PEDESTRIAN COATING (LARR 25261) - W/MONTEREY SAND AGGREGATE AND CLEAR COAT, OR APPROVED EQ. ROOF PARAPET ROLL UP LOADING DOCK DOOR. REFERENCE DOOR SCHEDULE. METAL CANOPY TYP. COLOR #2 (SEE 28/A904) ROOF OVERHANG METAL GARAGE EXHAUST LOUVERED VENT - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.) MECHANICAL SHAFT - SEE MECH. DWGS. MECHANICAL EQUIPMENT PLATFORMS, TYP.
T
06A32
UNIT
10' - 3"
UNIT
07F3
ST A
1 A803
UNIT
06A32 06A33 06A34 07A1
CT TE ERIS K
UNIT
10' - 3"
06A32
SEVENTH FLOOR 690.92'
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
10J6
UNIT
ROOF 702.82'
05G9
A
06A33
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
23A14
DE Architects AIA
NI
03A10 04A1 04A3.1
C.I.P.C. FOUNDATION (SEE STRUCTURAL) C.I.P.C. COLUMN CAP (SEE STRUCTURAL) C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS) CONCRETE SLAB C.M.U. WALL (REF. STRUC. DWG.) C.M.U. PLANTER WALL - BURNISHED C.M.U. BLOCK, STACKED BOND METAL STUD FRAMED WALL PER STRUCT. & WALL TYPES (SEE A901) 42" SIDE MOUNTED ETCHED GLASS GUARDRAIL WOOD JOIST FLOOR SYSTEM WOOD JOIST ROOF SYSTEM 2X WOOD STUD WALL BELOW GRADE VERTICAL AND HORIZONTAL SURFACE WATERPROOFING W/ TERMINATION BAR AT GRADE TYP. TREMCO SALWATER PARASEAL LG. OR EQ. (LARR# 24709)
R
03A2 03A4.1 03A5
DESCRIPTION
L IC E DONA
NO.
LANKERSHIM LONGITUDINAL BUILDING SECTION 1 3/32" = 1'-0"
= 3 HOUR FIRE WALL - REFERENCE DETAILS 15, 16, 17 ON SHEET A901 = 4 HOUR FIRE ASSEMBLY
DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A501
KEYNOTES LEGEND
05E1 05G10 05G10.1
07A1
06A33
07J10 06A33
1 A801
07J10 07J10 06A33
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT 06A32
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
ROOF 702.82'
10' - 3"
06A32
06A32
703.82'
10' - 3"
03E6
UNIT
T.O. PARAPET AVG HEIGHT OF THE HIGHEST ROOF 705.32' SURFACE
BALCONY 05G10.1
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
10' - 3"
06A32
UNIT
06A32
UNIT
03A10
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
10' - 3"
06A32
03A10
BALCONY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
11' - 6"
03A10 03A10
03A10
03A10 Sim
2 A911
Sim
08E1
FUTURE MARKET FLOOR FINISH
FIFTH FLOOR 670.42'
03A2
FOURTH FLOOR 660.17'
THIRD FLOOR 649.92'
Bath at L-A3 sim3 638.42'
13' - 4 7/8"
MARKET GROUND FLOOR 618.38'
03A2
Sim
Sim
17 A903
P2 594.97'
07A1
6 A804
06A33
06A33
5 A804
05G10
07J10
SPA
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
TYP.
UNIT
06A32
10' - 3"
3' - 3"
06A32
679.51'
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT 06A32
10' - 3"
3' - 3"
06A32
TYP.
UNIT 06A32
669.26'
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
07F3
10' - 3"
3' - 3" TYP.
06A32
UNIT
UNIT
UNIT
UNIT 03A10
03A10
UNIT
UNIT
UNIT
UNIT
UNIT
TYP.
03A10
UNIT
UNIT
UNIT
LOUNGE
UNIT
UNIT
08E1
03A4
03A4.1
03A4
03A2
SEVENTH FLOOR 690.92'
SIXTH FLOOR 680.67'
FIFTH FLOOR 670.42'
FOURTH FLOOR 660.17'
SHEET TITLE
THIRD FLOOR 649.92'
Bath at L-A3 sim3 638.42'
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
03A10
PARKING
5 A903
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
13' - 4 7/8"
CLR. TYP.
03A10
P1 604.97' 03A2
PARKING
03A2
Sim
P2 594.97'
JOB NO.
Sim
LEGEND
07A1
LANKERSHIM LONGITUDINAL BUILDING SECTION 2 1 3/32" = 1'-0"
FIRE RATED WALL - 2HR = 3 HOUR FIRE WALL - REFERENCE DETAILS 15, 16, 17 ON SHEET A901 = 4 HOUR FIRE ASSEMBLY
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
AVG. GRADE PLANE 619.82'
17 A903
3/9/2017 2:35:41 PM
BUILDING SECTIONS - LANKERSHIM
MARKET GROUND FLOOR 618.38'
8' - 2" MIN.
MARKET CLEARANCE
03A10
11' - 0" MIN. CLR.
9 A904
MARKET
CLR. TYP.
23A10
03A4.1
COMMERCIAL / PARKING 8' - 2" MIN.
RAMP
RESIDENTIAL TRASH #2
MARKET CLEARANCE
MAIL ROOM
11' - 0" MIN. CLR.
03A10
POOL DECK 695.92' UPPER TERRACE 692.25'
10' - 0"
03A3
03A10
11' - 6"
03A10
03A10
20' - 0 1/2"
Sim
AVG. GRADE PLANE TO B.O. BALCONY
648.75'
COMMON SPACE
17 A903
3' - 3"
28' - 11"
2 A911
06A32
10' - 3"
659.01'
ROOF 702.82'
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
DECK
GAME ROOM
UNIT 06A32
Sim
AVG HEIGHT OF THE HIGHEST ROOF SURFACE 703.82'
3' - 8"
UNIT
7 A911
6' - 10 3/4"
LOUNGE UNIT
T.O. PARAPET 705.32'
Sim 07J10
UNIT
Sim
7 A911
1' - 4"
PROPERTY LINE
7 A911
23A14
PROPERTY LINE
06A33
LANKERSHIM LONGITUDINAL BUILDING SECTION 3 3/32" = 1'-0"
2' - 6"
2
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
GENERAL NOTES:
P1 604.97'
PARKING
O
1. SEE FLOOR PLANS FOR SOFFITS NOT SHOWN IN SECTIONS
03A10
PARKING
CA L I F
SIXTH FLOOR 680.67'
AVG. GRADE PLANE 619.82'
5 A903
OF
SEVENTH FLOOR 690.92'
10' - 0"
CLR. TYP.
8' - 2" MIN.
03A10
MARKET CLEARANCE
03A10
03A10
17 A903
08E1
03A4.1
MARKET
11' - 0" MIN. CLR.
9 A904
2 A911
MARKET CLEARANCE
CLR.TYP
MAIN LOBBY
8' - 2" MIN.
RESIDENTIAL & COMMERCIAL ENTRY/EXIT
11' - 0" MIN. CLR.
COMMERCIAL / PARKING
03A4.1
20' - 0 1/2"
03A10
UPPER TERRACE 692.25'
07J12 08E1 23A10 23A14
E
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
1 A802
07J10
Sim
REN. 6-30-17
LANKERSHIM + otsego
7 A911
84' - 0" FROM AVERAGE GRADE TO AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE
06A33
7 A911
Sim
2' - 6"
7 A911
Sim
1' - 4" 10' - 6 3/4"
3 A801
PROPERTY LINE
PROPERTY LINE
01A15
NO. C-13779
T
06A33
UPI POLYURETHANE PEDESTRIAN COATING (LARR 25261) - W/MONTEREY SAND AGGREGATE AND CLEAR COAT, OR APPROVED EQ. ROOF PEDESTAL PAVER SYSTEM, BY TILE TECH PAVERS OR APPROVED EQ, - SINGLE PLY ROOFING SYSTEM BELOW. (REF. LANDSCAPE DWGS.) ROOF PARAPET CLEAR ANODIZED STOREFRONT SYSTEM MECHANICAL SHAFT - SEE MECH. DWGS. MECHANICAL EQUIPMENT PLATFORMS, TYP.
ED A RCH NS S EMP I A TA
ST A
07F3
STAMP
CT TE ERIS K
06A32 06A33 06A34 06A37
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
A
04A1 04A3.1
DE Architects AIA
NI
03A10 03E6
ROOF OVERHANG/CANOPY C.I.P.C. FOUNDATION (SEE STRUCTURAL) C.I.P.C. STAIRS C.I.P.C. COLUMN (SEE STRUCTURAL) C.I.P.C. COLUMN CAP (SEE STRUCTURAL) C.I.P.C. WALL / SHOTCRETE WALL (SEE STRUCT DWGS) CONCRETE SLAB STAIRS - PRECAST CONCRETE TREADS BY STEPSTONE INC. (SEPSTONEINC.COM) OR APPROVED EQ. C.M.U. WALL (REF. STRUC. DWG.) C.M.U. PLANTER WALL - BURNISHED C.M.U. BLOCK, STACKED BOND METAL STUD FRAMED WALL PER STRUCT. & WALL TYPES (SEE A901) 42" SURFACE MOUNTED GLASS GUARDRAIL 42" SURFACE MOUNTED ETCHED GLASS GUARDRAIL WOOD JOIST FLOOR SYSTEM WOOD JOIST ROOF SYSTEM 2X WOOD STUD WALL WOOD FRAMED PLANTER W/ POLYETHYLENE PLANTER LINER BELOW GRADE VERTICAL AND HORIZONTAL SURFACE WATERPROOFING W/ TERMINATION BAR AT GRADE TYP. TREMCO SALWATER PARASEAL LG. OR EQ. (LARR# 24709)
R
01A15 03A2 03A3 03A4 03A4.1 03A5
DESCRIPTION
L IC E DONA
NO.
DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A502
4 E
U4
11' - 8 1/4"
W12
U3
S FO
BEDROOM
" 1/2
4'
1 A206a
3
115 0 1' -
U4 0" 0 2' -
"
10' - 0 5/8"
. LR "C
AD
L3.2
SD
1' - 0" CLR.
W12
7' -
/8" 41
11"
PD
W12
A905
2 A637b
12
W/D FRONTLOADED
7' -
PD
/8" 31 -2 18'
" 3/8
18' - 2 1/2"
12' - 4"
1' - 7 3/4"
BEDROOM
6' - 11 3/4"
LC
FOS
W3
W7
PROVIDE HARD WIRE INTERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP. SMOKE DETECTORS REQUIRED IN THE FOLLOWING LOCATIONS (310.9.1.4) A) EACH SLEEPING ROOM B) CENTRALLY LOCATED IN CORRIDORS GIVING ACCESS TO EACH SLEEPING ROOM DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING. HARDWIRED DETECTORS ARE REQUIRED IN EXISTING DWELLINGS WHEN AN ADDITION, ALTERNATION, OR REPAIR IS MADE. BATTERY TYPE DETECTORS ARE NOT ALLOWED AND MAY NOT BE USED IN LIEU OF HARD-WIRED DETECTORS (310.9.1.2,SM FIRE DEPARTMENT POLICY), SEE ELECTRICAL DWGS
3
1
4' - 4 3/8"
7' - 9 7/8"
6' - 1 7/8"
4' - 5"
2
W12
14' - 9 5/8" 8 3/4"
10' - 3"
4' - 10 1/4"
SD
BEDROOM D1
5' - 1 1/4"
CO
A CARBON MONOXIDE + SMOKE DETECTOR COMBO ALARM SHALL BE INSTALLED OUTSIDE OF EACH BEDROOM ON EACH LEVEL PER REQUIREMENTS CBC 2013 SOUND WALL -STC RATING 50 REQUIRED / 1HR RATED REFER TO DETAIL W04/A901, WALL TYPE W021 @ PARTY WALLS
3' - 9 5/8" 6' - 2 3/4"
6' - 8"
CLR.
PLUMBING WALL
WALK-IN CLOSET
ROOM 1 HABITABLE AREA: 200 S.F.
14
W8a
A905
8' - 4 3/4"
W12b
BEDROOM
1 A638
ROOM 2 HABITABLE AREA: 393 S.F.
Sim
NATURAL LIGHT (8%) REQUIRED: 393 S.F. X 8% = 31.4 S.F. PROVIDED: 64 S.F.
W12 2' - 6 1/8"
5' - 8 5/8"
E.Q.
W12 3' - 8"
W12a
W12
UNIT L-U SIM2 ( L501 ) 1/4" = 1'-0" 3
1 A636
1 A640
A905
Sim
U1
0"
KITCHEN
W12
11' - 10 1/2"
W12
4' - 9"
CO SD
LIVING / DINING W12
L9
SD 2' - 0"
W12
L3.2
W12a
FRONTLOADED
W3
AD
6"
W04
WALK-IN CLOSET
W12
8' - 4 3/4"
4' - 4 3/8"
W7
1 A638
3' - 9 5/8"
Sim
VENTILATION (4%) REQUIRED: 415 S.F. X 4% = 16.6 S.F. PROVIDED: 32 S.F.
BATHROOM
W08a
ROOM 2 HABITABLE AREA: 160 S.F. NATURAL LIGHT (8%) REQUIRED: 160 S.F. X 8% = 12.8 S.F. PROVIDED: 32 S.F. VENTILATION REQUIRED: 160 S.F. X 4% = 6.4 S.F. PROVIDED: 10.7 S.F.
10' - 0 5/8"
FOS
4' - 5" 11' - 5 1/8"
3' - 7 7/8"
9' - 11 3/4"
2' - 6 3/4"
AD
1.CONTRACTOR TO VERIFY IN FIELD ALL GRIDLINES AND DIMENSIONS PRIOR TO CONSTRUCTION. 2.SEE 1/8" PLANS FOR ADDITIONAL INFO. NOT SHOWN. 3.CONTRACTOR TO VERIFY ALL WINDOW TYPES, LOCATION, AND ORIENTATION WITH UNIT PLANS, WINDOW SCHEDULE, AND ELEVATIONS. WINDOW TYPES ON ELEVATION SUPERCEDES THOSE LISTED ON THE UNIT PLANS WHERE THERE IS A DISCREPANCY. OPENING AND WINDOW SIZES SHOWN ON THE WINDOW SHEDULE TO SUPERCEDE ALL OTHER INFORMATION. 4.ARCHITECT TO APPROVE ALL SOFFIT LOCATIONS 5.CONTRACTOR SHALL PROVIDE CONCEALED HEADS FOR ALL FIRE SPRINKLERS. 6.SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED. 7.PROVIDE SMITTY PAN @ ALL W/D CLOSETS. 8. CONTRACTOR SHALL PROVIDE 3/4" SUPER W PADS @ EACH W/D CLOSET (TOTAL OF 4 PER CLOSET) MOUNT W/D OVER PADS. 9. PROVIDE 34"X6" METAL LOUVER OVER WASHER /DRYER CLOSET DOOR, TYPICAL AT ALL WASHER / DRYER CLOSETS. 10. REFER TO SHT. A638 - A642 FOR BATHROOM PLANS AND ELEVATIONS 11. REFER TO SHT. A636 - A637 FOR KITCHEN PLANS AND ELEVATIONS 12. REFER TO 1/4" PLANS (SHTS. 601-628) FOR BALCONY DIMENSIONS AND DRAINAGE INFO.COORDINATE DRAIN LOCATIONS AND DRAINAGE WITH FRAMING LAYOUT. 13. SEE ALSO ELEVATION SHEETS A-401-A405 CONTRACTOR V.I.F. ALL WINDOWS TYPES PRIOR OF INSTALLATION 14. CONTRACTOR TO PROVIDE BACKING FOR ALL CLOSET SHELVING & BATHROOM ACCESSORIES. 15. CONTRACTOR TO PROVIDE LIGHT/FAN COMBO IN ALL BEDROOMS, TYP. 16. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN CAL GREEN SECTION 4.303.1 17. REFER TO 15&16/A905 FOR LINEN CABINETRY & SHELVES 18. REFER TO 14/A905 FOR CLOSET SHELVES IN BEDROOMS AND CLOSETS THAT ARE MORE THAN 5'-0" IN WIDTH - WALK IN CLOSETS 19. REFER TO 13/A905 FOR CLOSET SHELVES THAT ARE NOT IN BEDROOMS OR SMALLER THAN 5'-0" IN WIDTH 20. REFER TO 12/A905 FOR CLOSETS LARGER THAT 5'-0" IN WIDTH, BUT NOT WALK IN CLOSETS 21. PENETRATION OF THE 1 HOUR CEILING BY DUCTS FOR THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS REQUIRE DAMPERS AT ALL CEILING PENETRATIONS. 22. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. 23. REFER TO A063 FOR ALL FRESH INTAKE AND EXHAUST VENT CAPS. 24. REFER TO A063 FOR ALL DRYER VENT CAPS. 25. MEDIA BOX SHALL BE RECESSED IN WALL, TYP. 26. SEE MECHNICAL DWGS FOR SOFFITS NOT ILLUSTRATED ON ARCHITECTURAL DWGS. 27. AT 2ND FLOOR UNITS - AT CONCRETE WALL LOCATIONS - CONTRACTOR SHALL PROVIDE SURFACE MOUNTED RIGID METAL CONDUIT FOR RECEPTACLES AND OUTLETS, REFERENCE ELECTRICAL DRAWINGS FOR LOCATIONS. CONDUIT FROM OUTLES/RECEPTACLE SHALL RUN VERTICALLY AGAINST WALL AND HORIZONTALLY AGAINST CONCRETE CEILING. 28. WHERE SHELVING IS SPECIFIED, CONTRACTOR SHALL PROVID A MINIMUM OF 6 SHELVES, PAINTED POPLAR WOOD.
NATURAL LIGHT (8%) REQUIRED: 415 S.F. X 8% = 33.2 S.F. PROVIDED: 64 S.F.
W08a
5' - 4 3/4"
2
ROOM 1 HABITABLE AREA: 415 S.F.
LB W01
1
5' - 6 3/4"
W08a
LC
3/9/2017 2:36:29 PM
W7
3
CLR.
W12
D1
W12
U15
W/D
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
W12 2' - 0"
W3
W/D FRONTLOADED
U4
W12
UNIT L-U SIM1 ( L401 ) 1/4" = 1'-0"
W12
W12
12' - 6 3/4"
A905
UNIT L-U SIM4 ( L701 ) 5 1/4" = 1'-0"
2
D1
1' - 8 1/2"
14' - 9 5/8"
BEDROOM
U15
14
6' - 2 3/4"
3' - 10 7/8"
FOS
FOS
LC
VENTILATION REQUIRED: 237 S.F. X 4% = 9.5 S.F. PROVIDED: 6.8 S.F.
11' - 4 7/8"
W7
11' - 0"
9' - 11 3/4"
NATURAL LIGHT (8%) REQUIRED: 237 S.F. X 8% = 19 S.F. PROVIDED: 13.5 S.F.
W12a
FRONTLOADED
38' - 9 7/8"
W12
4' - 4 3/8"
6' - 1 7/8"
W12
W/D
5' - 6 3/4" 11' - 8 1/4"
ROOM 3 HABITABLE AREA: 237 S.F.
1' - 4 1/8"
BEDROOM
3' - 9 5/8" 3' - 7 1/2"
U4
2' - 0"
SD U15
LC
A905
NATURAL LIGHT (8%) REQUIRED: 329 S.F. X 8% = 26.3 S.F. PROVIDED: 64 S.F. VENTILATION REQUIRED: 329 S.F. X 4% = 13.1 S.F. PROVIDED: 32 S.F.
BEDROOM
D1
W3
13
ROOM 2 HABITABLE AREA: 329 S.F.
4' - 4 3/8"
LIVING ROOM
W12
W12
BATHROOM
Sim
3' - 0"
SD
U3
BEDROOM
1 A640
W12
UNIT L-V ( L335, L436, L535, L636 ) 1/4" = 1'-0"
W08
WALK-IN CLOSET
U7
U3
CO
VENTILATION (4%) REQUIRED: 198 S.F. X 4% = 7.9 S.F. PROVIDED: 6.8 S.F.
W08
1' - 6"
15' - 5 1/2"
ROOM 1 HABITABLE AREA: 198 S.F. NATURAL LIGHT (8%) REQUIRED: 198 S.F. X 8% = 15.8 S.F. PROVIDED: 13.5 S.F.
5' - 7 7/8"
6' - 9 7/8"
11' - 1 5/8"
5' - 4 1/8"
7' - 11"
14
11"
2' - 0 5/8"
5' - 11 5/8"
1' - 0" 1'-0" MIN. CLR.
Sim
11"
W08a
1' - 2 7/8" 1'-0" MIN.CLR.
2' - 4 3/4"
12' - 10 3/8"
PANTRY
2
1' - 3 5/8" 4' - 5 1/4"
27' - 11 1/2"
2' - 4 5/8"
2' - 2 5/8"
VENTILATION REQUIRED: 199 S.F. X 4% = 15.9 S.F. PROVIDED: 8 S.F.
W12b
BATHROOM
A905
Sim
NOTES
1
U1
3 A636
NATURAL LIGHT (8%) REQUIRED: 199 S.F. X 8% = 15.9 S.F. PROVIDED: 24.5 S.F.
15' - 3 3/4"
49' - 11 3/4"
8' - 4 3/4"
4' - 3 3/8"
2' - 6"
SEE DETAIL 12,13,14/A905 FOR TYPICAL SHELVES IN CLOSETS, U.N.O.
L3.1
W08a
5' - 8 5/8"
KITCHEN
3
U4 U4
13
13' - 4"
W12
U6
10' - 3 5/8"
L3.2
W12
W12
W12
Sim
WALK-IN CLOSET
BALCONY SLOPE AND/OR SLOPE TO DRAIN, MAX 2% TYPICAL
ROOM 3 HABITABLE AREA: 199 S.F.
11' - 0"
W12
FRONTLOADED
4' - 3 3/4"
2' - 0 1/8"
U15
A905
MIN. CLR. 3' - 0"
SD CO
2' - 4 3/4"
U3
W/D
1'0"- 5 1/8"
14
E.Q.
W08a
3' - 8 1/4"
W03
10' - 0 5/8"
4' - 5"
FOS
SD
4' - 7"
7' - 4 3/4"
CO SD
W12
W12
LIVING / DINING
W12
W12
W08a
W03
8' - 4 1/8"
9' - 11 1/4"
W12
3'-8"MIN.CLR.
SD
2 A638
6' - 11"
W12
W12a
U4
3' - 9 1/4"
ELECTRICAL PANEL
VENTILATION REQUIRED: 393 S.F. X 4% = 15.7 S.F. PROVIDED: 32 S.F.
W04 3' - 9 5/8"
BATHROOM
RECESSED MEDICINE CABINET SEE DETAIL 5/A905 FOR TYPICAL INSTALLATION AT RATED WALLS
2' - 0"
BEDROOM
A905
6
URADEK WATERPROOFING W/ CLEAR TOP COAT, 30 MESH SAND (LARR 25261)
D1
3' - 9 1/8"
14
4' - 11 1/2"
2x4 WALL AT INTERIOR, 2X6 WALL AT EXTERIOR UNLESS NOTED OTHERWISE (ALL EXTERIOR WALLS TO HAVE R-19 INSULATION)
NATURAL LIGHT (8%) REQUIRED: 200 S.F. X 8% = 16 S.F. PROVIDED: 24.5 S.F. VENTILATION (4%) REQUIRED: 200 S.F. X 4% = 8 S.F. PROVIDED: 12.3 S.F.
3' - 0" CLR.
10' - 9 3/8"
/4" 03
WALK-IN CLOSET
7'
6' - 6 1/2"
W04
W8a
O
-BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING -BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE
W12
L22
12' - 7 3/8"
REFERENCE CALL OUT (TOP = DETAIL NO. BOTTOM = SHEET)
VENTILATION REQUIRED: 199 S.F. X 4% = 15.9 S.F. PROVIDED: 12.3 S.F.
11' - 6 5/8"
UNIT L-W ( L331, L432, L531, L632 ) 7 1/4" = 1'-0" 8' - 9 5/8"
XXX AXXX
ROOM 3 HABITABLE AREA: 199 S.F.
W12
FOS
6' - 7 5/8"
CA L I F
EXHAUST FAN, SEE BATHROOM PLANS A638- A642, SEE ELEC. AND MECH. DWGS. REFER TO SHEET A041 FORM GRN 14 NOTES 25 & 26
NATURAL LIGHT (8%) REQUIRED: 199 S.F. X 8% = 15.9 S.F. PROVIDED: 24.5 S.F.
2' - 4 3/4"
OF
DOOR TYPE - SEE SHEET A091 WALL TYPE SEE SHEETS A901
VENTILATION REQUIRED: 393 S.F. X 4% = 15.7 S.F. PROVIDED: 32 S.F.
W08a 4' - 3 1/8"
E
WINDOW TYPE - SEE SHEET A092
WXX
NATURAL LIGHT (8%) REQUIRED: 393 S.F. X 8% = 31.4 S.F. PROVIDED: 64 S.F.
AD
10' - 10 1/4"
REN. 6-30-17
KITCHEN
LIVING / DINING
11"
A905
FRONTLOADED
11"
10' - 10 7/8"
" 1/4
W08
PX2
ROOM 2 HABITABLE AREA: 393 S.F.
12' - 3 7/8"
AD
115
U9 U15
A
VENTILATION (4%) REQUIRED: 214 S.F. X 4% = 8.5 S.F. PROVIDED: 8 S.F.
W/D
DW
6' - 0 1/2"
11' - 3 3/4"
9 4' -
11' - 10 7/8"
BEDROOM
U17 W08
3" R. 1' - N.CL I "M 1'-0
L9
ROOM 1 HABITABLE AREA: 214 S.F.
NO. C-13779
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
LEGEND
NATURAL LIGHT (8%) REQUIRED: 214 S.F. X 8% = 17 S.F. PROVIDED: 24.5 S.F.
Sim
11' - 6 7/8"
UNIT L-U SIM3 ( L601 ) 1/4" = 1'-0"
W04
13
U1
4
"
/4" 43
W08
FOS
U3
Sim
ED A RCH NS S EMP I A TA
T
W12
0 2' -
" 1/4 11 9' -
2' -
1 6' -
LINE OF FURRED WALL BELOW
4
KITCHEN
2
ST A
/8" 67
W08
11"
Sim
1
U4
2 A638
-SHEAR WALLS TO BE LOCATED PER STRUCTURAL PLANS. DO NOT DEVIATE FROM LOCATIONS SHOWN WITHOUT CONSENT OF ARCHITECT. -VERIFY ALL WINDOWS, DOORS, AND BALCONY LOCATIONS WITH 1/8" PLANS AND ELEVATIONS. -PLUMBING TO BE INSTALLED IN A MANNER TO PERMIT REPOSITIONING OF THE SINK AND COUNTERTOP. -DO NOT PROVIDE ACCESS PANELS FOR BATHTUBS. ALL PLUMBING TO BE WITHOUT SLIP JOINTS. -REFER TO ELECTRICAL DRAWING FOR ADDITIONAL ELECTRICAL LAYOUT. -REFER TO MECHANICAL DRAWING FOR ADDITIONAL MECHANICAL REQUIRED. -REFER TO SHEETS A020 FOR GENERAL NOTES. -REFER TO SHEETS A030-A034 FOR HANDICAP NOTES.
D
SD
GENERAL NOTES STAMP
SD
D1
1 A636
2. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE MECHANICALLY VENTILATED PER SECTION 1205.2
13' - 8 7/8"
CT TE ERIS K
0 4' -
W12 CO
W08a
4 3' -
3' - 10 7/8"
Sim
1 A638
W12b
" 1/8
9' - 11 3/4"
L12
BATHROOM
LIVING / DINING
8' - 2 1/4"
W12
8" 3' . LR .C MIN
4'
" 1/4 9 -
4' - 4 5/8"
A
W12
5' - 4 3/8"
NOTE: -ALL KITCHENS HAVE A RANGE W/ OVEN, DUCTED EXHAUST HOOD, REFRIGERATOR, DISHWASHER, DISPOSAL, & STACK OR SIDE BY SIDE WASHER/DRYER. -ALL UNITS HAVE HEATING & AIR CONDITIONING. -REFER TO 1/4" KITCHEN & BATHROOM PLANS FOR MORE INFORMATION. -CONTRACTOR TO VERIFY MIN. CLEARANCES, PER MANUFACTURER, FOR ALL WASHER DRYER UNITS
NI
W12 WALK-IN CLOSET
WALK-IN CLOSET
LC
3' - 7 3/4"
7' - 9 3/8"
3' - 7 7/8" 50' - 5 1/8"
12' - 9"
L3.2
15' - 3 3/4"
L3.2
1
UNIT L-U ( L301 ) 1/4" = 1'-0"
9' - 11 3/4"
4' - 3 3/4"
5' - 6 1/4"
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
"
8' - 4 3/4"
'12
5 8' -
6' - 2 3/4"
BATHROOM /8" 05
LC FOS
1. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS (8% OF FLOOR AREA PER IN ACCORDANCE WITH SECTION 1205.2)OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
ROOM 3 HABITABLE AREA: 147 S.F.
RCP LEGEND GYP. BD. CEILING AT 9'-0" A.F.F., U.N.O.
NATURAL LIGHT (8%) REQUIRED: 147 S.F. X 8% = 11.8 S.F. PROVIDED: 32 S.F.
LANKERSHIM + otsego
A905
W3
APPLIANCE NOTES
NOTE:
DE Architects AIA
R
W7
14
W12
6' - 1 7/8"
A905
" 3/4
8 3/4"
/4" 51
U15
4' - 4 3/8"
14
0" -1 18'
3' -
0 5' -
1"
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. AREA OF UNITS IS CALCULATED FROM INSIDE FACE OF WALL EXCEPT AT COMMON WALLS WHERE IT IS CALCULATED FROM THE CENTERLINE.
UNIT L-U = 1126 S.F. UNIT L-U SIM1 = 1126 S.F. UNIT L-U SIM2 = 1110 S.F. UNIT L-V = 1158 S.F. UNIT L-W = 1041 S.F.
5' - 4 3/8" "
33'
UNIT AREA:
L IC E DONA
D1
10" 8 7' -
5
DIMENSIONING NOTES
W12
4' - 4 3/8"
9' -
LIGHT & VENTILATION
SHEET TITLE
LANKERSHIM UNIT PLANS
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
CASEWORK SOFFIT VENTILATION REQUIRED: 147 S.F. X 4% = 5.9 S.F. PROVIDED: 10.7 S.F.
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
1501 03-03-2017 As indicated
SHEET NO. EXTERIOR CEMENT PLASTER CEILING AT 8'-0" A.F.F., U.N.O.
A617
K10 K6 K11
1. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS (8% OF FLOOR AREA PER IN ACCORDANCE WITH SECTION 1205.2)OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
13' - 7 5/8"
W8
13' - 5 5/8"
BALCONY
GENERAL NOTES
KM
STAMP
D1
16' - 11 3/4" BALCONY
16' - 11 3/4"
2. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE MECHANICALLY VENTILATED PER SECTION 1205.2
KN
W12
3' - 6 1/8"
2
UNIT K-E SIM 13 ( K409, K609 ) 1/4" = 1'-0"
9
UNIT K-E SIM8 ( K513, K709) 1/4" = 1'-0"
4
UNIT K-E SIM3 ( K308, K408, K608, K706 ) 1/4" = 1'-0"
ROOM 1 HABITABLE AREA: 311 S.F.
NATURAL LIGHT (8%) REQUIRED: 311 S.F. X 8% = 25 S.F. PROVIDED: 64 S.F. VENTILATION (4%) REQUIRED: 311 S.F. X 4% = 12.5 S.F. PROVIDED: 32 S.F.
K12
K10 9' - 1 3/4"
K10
K8 7' - 6 1/4"
8' - 8 1/2"
K5
4' - 7 3/4"
W12
XXX AXXX
REFERENCE CALL OUT (TOP = DETAIL NO. BOTTOM = SHEET)
5' - 9 7/8"
-BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING -BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE
BALCONY
6' - 0"
KN KM
BALCONY
KN
1' - 11"
W8
W8
SD
KM 2
BALCONY
9' - 7"
13' - 5 5/8"
16' - 10 3/8"
1
1 1/4"
3' - 6 1/8"
K12
K10
K10
UNIT K-E SIM12 ( K309, K509, K705 ) 13 1/4" = 1'-0"
K8
ROOM 1 HABITABLE AREA: 199 S.F.
UNIT K-E SIM7 ( K411, K611 ) 8 1/4" = 1'-0"
K14
NATURAL LIGHT (8%) REQUIRED: 199 S.F. X 8% = 16 S.F. PROVIDED: 13.5 S.F.
UNIT K-E SIM2 ( K314, K414, K514, K614, K712 ) 3 1/4" = 1'-0"
K10
K12 6' - 6 1/4"
W12
D1
16' - 11 3/4"
ROOM 2 HABITABLE AREA: 311 S.F.
K5
VENTILATION (4%) REQUIRED: 311 S.F. X 4% = 12.5 S.F. PROVIDED: 32 S.F.
RECESSED MEDICINE CABINET SEE DETAIL 5/A905 FOR TYPICAL INSTALLATION AT RATED WALLS ELECTRICAL PANEL
6' - 0"
BALCONY
13' - 6 3/4"
12' - 11 7/8"
KN
16' - 11 3/4" BALCONY
KM
BALCONY
K14
1
KN W8
KM ROOM 1 HABITABLE AREA: 201 S.F.
K8
NATURAL LIGHT (8%) REQUIRED: 201 S.F. X 8% = 16.1 S.F. PROVIDED: 13.5 S.F.
K12
VENTILATION REQUIRED: 201 S.F. X 4% = 8 S.F. PROVIDED: 6.8 S.F.
UNIT K-E SIM11 ( K407, K607 ) 12 1/4" = 1'-0"
UNIT K-E SIM6 ( K311, K511, K707 ) 7 1/4" = 1'-0"
K14
ROOM 2 HABITABLE AREA: 311 S.F.
UNIT K-E SIM1 ( K312, K412, K512, K612, K710 ) 2 1/4" = 1'-0" K9
K12
NATURAL LIGHT (8%) REQUIRED: 311 S.F. X 8% = 25 S.F. PROVIDED: 64 S.F. VENTILATION (4%) REQUIRED: 311 S.F. X 4% = 12.5 S.F. PROVIDED: 32 S.F.
K7
26' - 5 3/8"
9' - 1"
K16
13' - 1 1/2"
K14 6' - 3 1/4"
13' - 3 7/8"
8' - 8 1/2"
4' - 7 3/4"
11' - 2 3/8"
6' - 6 5/8"
W12 W12
KN 2' - 0"
2' - 0"
SOFFIT AT UNITS K310, K410, K510, K610, K314, K414, K514, K614, K712, K209, K413, K309, K609, K708
16' - 11 3/4" 9' - 7"
BALCONY
16' - 11 3/4" BALCONY
13' - 11 1/2"
W8
D1
2' - 0"
LIVING / DINING
14' - 6 1/8"
KM
BALCONY
6' - 0"
BALCONY
KN
BALCONY
1' - 11"
D1
6' - 0"
BALCONY
W8
KE
13' - 6 3/4"
W8
1' - 11"
D1
6' - 0"
KE
KF
1' - 11"
KF
BEDROOM
3' - 2 1/8" W12
K16
K14 7 1/2"
UNIT K-E SIM5 ( K405, K605 ) 1/4" = 1'-0"
3'-8" MIN. CLR.
4' - 7 3/4"
8' - 8 3/4"
W12
9' - 6 7/8"
12' - 11 7/8"
16' - 11 3/4"
KITCHEN
11"
A905
FRONTLOADED
W12a
W12
W12
W12
W12
W12
U14
WALK-IN CLOSET
U4 2 A638
U4
16' - 11 3/4"
BATHROOM
18" MIN. CLR.
W08
W08
KI
1' - 2 3/4" 12" MIN. CLR. 11' - 4 7/8"
4' - 8"
RCP LEGEND
3/9/2017 2:37:06 PM
K6
K16
GYP. BD. CEILING AT 9'-0" A.F.F., U.N.O.
K14
UNIT K-E SIM9 ( K413, K613) 1/4" = 1'-0"
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
5
UNIT K-E SIM4 ( K305, K505, K702) 1/4" = 1'-0"
KLUMP UNIT PLANS
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
1
UNIT K-E ( K310, K410, K510, K610, K708 ) 1/4" = 1'-0"
K7
CASEWORK SOFFIT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
K9
10
SHEET TITLE
10' - 4 1/2"
26' - 5 3/8"
K8
Sim
1' - 10 1/2"
U1
BALCONY
BALCONY
A905
8' - 1 3/8"
5' - 8 3/8"
Sim
11"
W8
13
W/D
2' - 8 1/2"
KD
1 A636
BALCONY
KE
D1 6' - 0"
D1
6' - 0"
W8
BALCONY
1' - 11"
KE
KF
U15
14
W12
1' - 11"
W12
KF
2' - 4 3/4"
1' - 6"
9' - 6 1/4"
SD
W12
W12
K6 6' - 3 1/4"
SD U3
7' - 4 3/4"
CO
30' - 0 1/4"
W12
3' - 4 3/4"
K8
6' - 1 1/4"
E.Q.
6
3' - 9 1/4"
3' - 0"
UNIT K-E SIM10 ( K307, K507, K703 ) 1/4" = 1'-0"
28' - 1 1/4"
11
3' - 2 3/4"
2' - 1 1/2"
E.Q.
K12
2' - 0"
1.CONTRACTOR TO VERIFY IN FIELD ALL GRIDLINES AND DIMENSIONS PRIOR TO CONSTRUCTION. 2.SEE 1/8" PLANS FOR ADDITIONAL INFO. NOT SHOWN. 3.CONTRACTOR TO VERIFY ALL WINDOW TYPES, LOCATION, AND ORIENTATION WITH UNIT PLANS, WINDOW SCHEDULE, AND ELEVATIONS. WINDOW TYPES ON ELEVATION SUPERCEDES THOSE LISTED ON THE UNIT PLANS WHERE THERE IS A DISCREPANCY. OPENING AND WINDOW SIZES SHOWN ON THE WINDOW SHEDULE TO SUPERCEDE ALL OTHER INFORMATION. 4.ARCHITECT TO APPROVE ALL SOFFIT LOCATIONS 5.CONTRACTOR SHALL PROVIDE CONCEALED HEADS FOR ALL FIRE SPRINKLERS. 6.SEAL EXTERNAL CRACKS, JOINTS ETC. WITH CAULKING AND INSTALL PEST-PROOF SCREENS WHERE REQUIRED. 7.PROVIDE SMITTY PAN @ ALL W/D CLOSETS. 8. CONTRACTOR SHALL PROVIDE 3/4" SUPER W PADS @ EACH W/D CLOSET (TOTAL OF 4 PER CLOSET) MOUNT W/D OVER PADS. 9. PROVIDE 34"X6" METAL LOUVER OVER WASHER /DRYER CLOSET DOOR, TYPICAL AT ALL WASHER / DRYER CLOSETS. 10. REFER TO SHT. A638 - A642 FOR BATHROOM PLANS AND ELEVATIONS 11. REFER TO SHT. A636 - A637 FOR KITCHEN PLANS AND ELEVATIONS 12. REFER TO 1/4" PLANS (SHTS. 601-628) FOR BALCONY DIMENSIONS AND DRAINAGE INFO.COORDINATE DRAIN LOCATIONS AND DRAINAGE WITH FRAMING LAYOUT. 13. SEE ALSO ELEVATION SHEETS A-401-A405 CONTRACTOR V.I.F. ALL WINDOWS TYPES PRIOR OF INSTALLATION 14. CONTRACTOR TO PROVIDE BACKING FOR ALL CLOSET SHELVING & BATHROOM ACCESSORIES. 15. CONTRACTOR TO PROVIDE LIGHT/FAN COMBO IN ALL BEDROOMS, TYP. 16. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN CAL GREEN SECTION 4.303.1 17. REFER TO 15&16/A905 FOR LINEN CABINETRY & SHELVES 18. REFER TO 14/A905 FOR CLOSET SHELVES IN BEDROOMS AND CLOSETS THAT ARE MORE THAN 5'-0" IN WIDTH - WALK IN CLOSETS 19. REFER TO 13/A905 FOR CLOSET SHELVES THAT ARE NOT IN BEDROOMS OR SMALLER THAN 5'-0" IN WIDTH 20. REFER TO 12/A905 FOR CLOSETS LARGER THAT 5'-0" IN WIDTH, BUT NOT WALK IN CLOSETS 21. PENETRATION OF THE 1 HOUR CEILING BY DUCTS FOR THE FAU AND THE STOVE HOOD REQUIRE DAMPERS. ATTIC UNITS REQUIRE DAMPERS AT ALL CEILING PENETRATIONS. 22. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED. 23. REFER TO A063 FOR ALL FRESH INTAKE AND EXHAUST VENT CAPS. 24. REFER TO A063 FOR ALL DRYER VENT CAPS. 25. MEDIA BOX SHALL BE RECESSED IN WALL, TYP. 26. SEE MECHNICAL DWGS FOR SOFFITS NOT ILLUSTRATED ON ARCHITECTURAL DWGS. 27. AT 2ND FLOOR UNITS - AT CONCRETE WALL LOCATIONS - CONTRACTOR SHALL PROVIDE SURFACE MOUNTED RIGID METAL CONDUIT FOR RECEPTACLES AND OUTLETS, REFERENCE ELECTRICAL DRAWINGS FOR LOCATIONS. CONDUIT FROM OUTLES/RECEPTACLE SHALL RUN VERTICALLY AGAINST WALL AND HORIZONTALLY AGAINST CONCRETE CEILING. 28. WHERE SHELVING IS SPECIFIED, CONTRACTOR SHALL PROVID A MINIMUM OF 6 SHELVES, PAINTED POPLAR WOOD.
W08a
K14
2' - 11 1/4"
SEE DETAIL 12,13,14/A905 FOR TYPICAL SHELVES IN CLOSETS, U.N.O.
NOTES
W12
D1
K10
BALCONY SLOPE AND/OR SLOPE TO DRAIN, MAX 2% TYPICAL
2
1' - 11"
BALCONY
6' - 0"
D1
2 3/4"
URADEK WATERPROOFING W/ CLEAR TOP COAT, 30 MESH SAND (LARR 25261)
9' - 6 1/4"
BALCONY
1' - 11"
W8
16' - 11 3/4" BALCONY
2x4 WALL AT INTERIOR, 2X6 WALL AT EXTERIOR UNLESS NOTED OTHERWISE (ALL EXTERIOR WALLS TO HAVE R-19 INSULATION)
D1 6' - 0"
KE
4' - 7 3/4" 1' - 11"
W12
6' - 6 1/4"
PLUMBING WALL
NATURAL LIGHT (8%) REQUIRED: 311 S.F. X 8% = 25 S.F. PROVIDED: 64 S.F.
KF
W8
SOUND WALL -STC RATING 50 REQUIRED / 1HR RATED REFER TO DETAIL W04/A901, WALL TYPE W021 @ PARTY WALLS
4' - 7 3/4"
W12
KE
A CARBON MONOXIDE + SMOKE DETECTOR COMBO ALARM SHALL BE INSTALLED OUTSIDE OF EACH BEDROOM ON EACH LEVEL PER REQUIREMENTS CBC 2013
VENTILATION REQUIRED: 199 S.F. X 4% = 8 S.F. PROVIDED: 6.8 S.F.
K7
KF
CO
PROVIDE HARD WIRE INTERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP. SMOKE DETECTORS REQUIRED IN THE FOLLOWING LOCATIONS (310.9.1.4) A) EACH SLEEPING ROOM B) CENTRALLY LOCATED IN CORRIDORS GIVING ACCESS TO EACH SLEEPING ROOM DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING. HARDWIRED DETECTORS ARE REQUIRED IN EXISTING DWELLINGS WHEN AN ADDITION, ALTERNATION, OR REPAIR IS MADE. BATTERY TYPE DETECTORS ARE NOT ALLOWED AND MAY NOT BE USED IN LIEU OF HARD-WIRED DETECTORS (310.9.1.2,SM FIRE DEPARTMENT POLICY), SEE ELECTRICAL DWGS
K8 7' - 6 1/4"
9' - 1"
O
EXHAUST FAN, SEE BATHROOM PLANS A638- A642, SEE ELEC. AND MECH. DWGS. REFER TO SHEET A041 FORM GRN 14 NOTES 25 & 26
13' - 6 3/4" BALCONY
BALCONY
W8
KE
CA L I F
DOOR TYPE - SEE SHEET A091 WALL TYPE SEE SHEETS A901
D1
6' - 0"
D1
OF
WINDOW TYPE - SEE SHEET A092
WXX
VENTILATION REQUIRED: 199 S.F. X 4% = 8 S.F. PROVIDED: 6.8 S.F.
1' - 11"
KF
6' - 0"
KE
NATURAL LIGHT (8%) REQUIRED: 199 S.F. X 8% = 16 S.F. PROVIDED: 13.5 S.F.
W12
1' - 11"
KF
8' - 8 1/2"
E
ROOM 2 HABITABLE AREA: 199 S.F.
K4
1 1/4"
PX2
REN. 6-30-17
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
LEGEND A
NO. C-13779
T
14
K10
ED A RCH NS S EMP I A TA
ST A
K12
K6
-SHEAR WALLS TO BE LOCATED PER STRUCTURAL PLANS. DO NOT DEVIATE FROM LOCATIONS SHOWN WITHOUT CONSENT OF ARCHITECT. -VERIFY ALL WINDOWS, DOORS, AND BALCONY LOCATIONS WITH 1/8" PLANS AND ELEVATIONS. -PLUMBING TO BE INSTALLED IN A MANNER TO PERMIT REPOSITIONING OF THE SINK AND COUNTERTOP. -DO NOT PROVIDE ACCESS PANELS FOR BATHTUBS. ALL PLUMBING TO BE WITHOUT SLIP JOINTS. -REFER TO ELECTRICAL DRAWING FOR ADDITIONAL ELECTRICAL LAYOUT. -REFER TO MECHANICAL DRAWING FOR ADDITIONAL MECHANICAL REQUIRED. -REFER TO SHEETS A020 FOR GENERAL NOTES. -REFER TO SHEETS A030-A034 FOR HANDICAP NOTES.
CT TE ERIS K
1
K8
NOTE: -ALL KITCHENS HAVE A RANGE W/ OVEN, DUCTED EXHAUST HOOD, REFRIGERATOR, DISHWASHER, DISPOSAL, & STACK OR SIDE BY SIDE WASHER/DRYER. -ALL UNITS HAVE HEATING & AIR CONDITIONING. -REFER TO 1/4" KITCHEN & BATHROOM PLANS FOR MORE INFORMATION. -CONTRACTOR TO VERIFY MIN. CLEARANCES, PER MANUFACTURER, FOR ALL WASHER DRYER UNITS
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
A
KN KM
9' - 11 3/8"
BALCONY
6' - 0"
KD 1' - 11"
W8
BALCONY
BALCONY
6' - 0"
W8
KE
D1
6' - 0"
1' - 11"
KE
D1
1' - 11"
BALCONY
APPLIANCE NOTES
NI
W12
DE Architects AIA
NOTE:
9' - 6 1/4"
2 3/8"
W12
KF
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. AREA OF UNITS IS CALCULATED FROM INSIDE FACE OF WALL EXCEPT AT COMMON WALLS WHERE IT IS CALCULATED FROM THE CENTERLINE.
UNIT K-E = 700 S.F. UNIT K-E SIM4 = 700S.F. UNIT K-E SIM11 = 700 S.F.
K9
4' - 11 3/8"
KF
UNIT AREA:
8' - 8 3/4"
R
9' - 6 1/4"
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
K8
8' - 8 1/2"
DIMENSIONING NOTES
L IC E DONA
8' - 6 1/2"
LIGHT & VENTILATION
LANKERSHIM + otsego
K12
1501 03-03-2017 As indicated
SHEET NO. EXTERIOR CEMENT PLASTER CEILING AT 8'-0" A.F.F., U.N.O.
A625
KEYNOTES LEGEND NO. 1..
0 2' -
A502
"
03A10 03C4
4 A648
LC18
LC20
C3
7' - 8 3/4"
36' - 2 3/4"
12'
18' - 0"
2"
05G10 11F1
2' - 1 3/4" 7 1/2"
24' - 5 1/2"
6 1/4" 2' - 1 1/8" 10"
FOF
FOF
5' - 6 3/4"
03C4
2"
23A12
12A7
21A6 21A8 23A12
" 7/8
27A1 27A2
CONCRETE SLAB ARCHITECTURAL CAST-IN PLACE CONCRETE - SMOOTH FORMED - SMOOTH / SACKED FINISH 42" SURFACE MOUNTED GLASS GUARDRAIL KNOX BOX KNOX KEY SWITCH 3500 SERIES (SINGLE SWITCH MODEL 3502) BICYCLE DOCK (MANUF: SARIS - BIKE DOCK OR APPROVED EQ.) TYP. FIRE DEPARTMENT CONNECTION (FDC) FIRE COMMUNICATION PANEL MECHANICAL FRESH AIR INTAKE - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. 43% FREE OPENING (REF. MECH. DWGS.) RESIDENT INTERCOM RECESSED IN WALL FREESTANDING RESIDENT INTERCOM
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
03A10
2" N AN
G3
30 A907
REN. 6-30-17
E
T
CLR.
NO. C-13779
ST A
25' - 7 1/4"
/8"
2' - 1 1/8"
AD
6' - 5"
ED A RCH NS S EMP I A TA
27A1
8 3/4" 16' - 0 1/8"
A635
2' - 8 1/8"
4' - 1 1/4"
9' - 6 7/8"
LCX
3' -
L14
OX KN X BO
4' - 1" R
T
R
23A12
619.42' 2' - 6 7/8"
21A6
14' - 2"
4 5' - 2 3/4"
3
A635
2' -
LANKERSHIM MAIN LOBBY
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
CT
/4" 11 1 1' -
PARCELS
CA L I F
F FO
/8" 01
7' - 1 1/8"
13' - 3"
AD
OF
" 3/8 10 5' -
FOF
11F1
" 3/4
14
/2" 21
0 1' -
9 3/8"
9' - 3 3/8"
10' - 3 1/2"
21A8
4' - 7 7/8"
CT TE ERIS K
6' - 5"
5
A
A635
05
11' - 8 5/8"
7
-1 12'
6' - 5" 5' - 0"
8
A635
NI
10
R
11
L IC E DONA
A635
6
2' - 9 5/8"
13
9
STAMP
5' - 7 3/4"
S5
12
4' - 6"
2' - 1 3/4"
FOF
F FO
"
4 7' -
2' - 4 3/4"1' - 7 1/8"
LCZZ
12A7
" 1/4 10 6' -
0 1' -
CV
/8" 25
10"
DESCRIPTION
1
CLR. 2
0 1' -
"
4' - 0"
COLD STORAGE
14' - 2"
7' - 8 3/4"
LC18
LC20
G5
Sim 3' - 0"
6' - 5 1/2"
4' - 11 3/4"
7' - 5 1/4"
LC21
A648 " -0 15'
17' - 4 1/8"
2' - 8 3/4"
-3 12'
6' - 5 3/4" 16' - 0 1/8"
" 3/8 15'
8"
10' - 2"
C3
LC24 1.. A502
3
LC12
LC14
27' - 10"
7 A708
6' - 6 7/8"
LC12 Sim
LC14 7' - 5 1/8"
25 A915
27' - 3 7/8"
Sim
FOF
FOF
Sim
FOF
7 A708
LANKERSHIM - MAIN LOBBY 1/4" = 1'-0"
34' - 9"
6' - 11"
21' - 3"
13 A701
FOF
LCF
LCF
FOF
LCF
1' - 6"
FOF
1' - 6"
FOF 1' - 6"
LCF
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
3 A709
/8" 45 ' 16
LANKERSHIM + otsego
G6
4
6' - 9 3/8"
10"
AD
RES. TRASH #2
G4
1' - 10"
LCW
1' - 0"
4' - 10"
G18
FOF
CS16
LEASING OFFICE MEZZANINE
3 A642
628.88'
LCE
Sim
DN
49' - 3 1/8"
LEASING OFFICE MEZZANINE ABOVE (656 SF)
6 3/4"
FOF
LCE 1' - 2"
4' - 11" 2' - 9 1/4"
1' - 2"
4' - 11 1/4"
CS6
656 SF (ALLOWABLE 660 SF) TYPE I MEZZANINE: 50% OPEN SPACE OF LOBBY #1 (1320 SF)
2' - 9 5/8"
FOF
05G10 6 3/4"
LC12
05G10
LC14
29' - 5 1/8"
LOBBY #2
SHEET TITLE
24' - 1 1/2"
24' - 6 7/8"
10 3/4"
4' - 5 1/4"
OPEN TO BELOW 1 A707
618.25'
LANKERSHIM - MAIN LOBBY / LOBBY #2
22' - 8 5/8"
LCE
21' - 6"
UP
20' - 0"
17' - 10"
7' - 10 1/2"
17' - 10"
18' - 8 1/8"
LEASING OFFICE
Sim
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
1 A904
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
2
PLENUM ABOVE
A707
5
LCB
2' - 7 5/8"
L24
S1 M5
AD
8' - 5 1/4"
19' - 2 1/2"
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
8' - 4 7/8"
A648 36' - 4 5/8"
6"
FOF
1' - 9 5/8"
5' - 3 5/8"
G1
LCB W07
27A2 5' - 4"
6' - 11"
7 1/2"
19' - 2 3/8"
W22
8' - 5"
JOB NO.
3/9/2017 2:37:13 PM
LC12
FOF
FOF
40' - 5 7/8"
DATE
LC14
LEGEND
1501 03-03-2017
SCALE
1/4" = 1'-0"
SHEET NO.
2 DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
LANKERSHIM - LOBBY #2 1/4" = 1'-0"
1
LANKERSHIM - LOBBY #2 LEASING OFFICE MEZZANINE 1/4" = 1'-0"
GYP. BD. CEILING AT 8' - 0" A.F.F., U.N.O.
A629
J
KEYNOTES LEGEND
9 1' -
4 A705
" 3/8
4
-2 21'
3
Sim
= 300.0
03E7 05F4 05G10 05G13 05G14 05G15 06A37
" 1/2
9 5' -
TOTAL OPEN AREA OCCUPANT LOAD
03E6
3
07E1
A504
" 5/8
I
07F3
H
"
08B5 03E6 UP
UP
692.25' 1 4' -
PD
8 5' -
" 1/2
0"
10K1 12A9 13A2
692.25' 13A3
-1 11'
26'
PD
7"
2 3' -
" 5/8
14A3
8
"
A807
21A4
GT12 J 10K1
PD
1 -1 12'
"
8 4' -
3 4' -
4 4' -
"
" 3/4
E
OF
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
" 1/2
GYP. BD. CEILING AT 9'-2" A.F.F., U.N.O.
" 1/8
"
2 8' -
0 3' -
" 3/8
CS8
" 3/8
/8" 17 1 3' 0 5' -
REN. 6-30-17
/4"
0
-1 12'
NO. C-13779
13
692.25' " 1/4
22E6
-0 21'
-2 21'
DECK AREA #6 351 SF (OLF = 15) OCC. LOAD = 23.4
ED A RCH NS S EMP I A TA
LEGEND
ROOF
CS9
-1 53'
/2" 71 ' 5
STAMP
T
" 1/4
MP RA
10G26 10G27 10H3
07E1
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
ST A
1 4' -
5
03E6
DE Architects AIA
CT TE ERIS K
31'
690.92'
AD
/2" 31
07J10
8 2' -
AD
STAIRS - PRECAST CONCRETE TREADS BY STEPSTONE INC. (SEPSTONEINC.COM) OR APPROVED EQ. POOL COPING GALVANIZED METAL LADDER 42" SURFACE MOUNTED GLASS GUARDRAIL 60" GLASS GUARDRAIL - POOL ENCLOSURE SIDE MOUNTED METAL SALES T16E CORRUGATED METAL SCREEN 60" STEEL GUARDRAIL - POOL ENCLOSURE WOOD FRAMED PLANTER W/ POLYETHYLENE PLANTER LINER KEE SINGLE PLY MEMBRANE ROOF ICC# ESR-1456 - SRI OF 78 OR BETTER - COOL ROOF (SEE SHEET A060) UPI POLYURETHANE PEDESTRIAN COATING (LARR 25261) - W/MONTEREY SAND AGGREGATE AND CLEAR COAT, OR APPROVED EQ. ROOF PEDESTAL PAVER SYSTEM, BY TILE TECH PAVERS OR APPROVED EQ, - SINGLE PLY ROOFING SYSTEM BELOW. (REF. LANDSCAPE DWGS.) 3'x 2' EXTERIOR WEATHER-PROOF ACCESS DOOR FOR UNDER DECK ACCESS & MAINTAINENCE. PROVIDE 3" MIN. CURB, LOCKABLE. ADA POOL/SPA LIFT ADA POOL/SPA LIFT ANCHOR SLEEVE FLUSH MOUNTED ROOF TIE-BACK ANCHOR TO COMPLY W/ SECTION 3291 (f) OF THE CCR FOR UNSCHEDULED FACADE MAINTENANCE - SEE EXTERIOR BUILDING MAINTENANCE DRAWINGS MANUFACTURED SURROUND FIREPLACE FIXED BBQ (SEE LANDS. DWGS.) STEEL POOL, SEE POOL CONSULTANT DRAWINGS STEEL SPA, SEE POOL CONSULTANT DRAWINGS HANDICPPED LIFT - GARAVENTA GENESIS OPAL MODEL GVL-OP OR APPROVED EQ. WET STANDPIPE. 12" MAX. PROTRUSION FOR POST-MOUNTED OBJECTS, 4" MAX. PROJECTION FOR PROTRUSIONS FROM WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS. DRINKING FOUNTAIN
A
A502
= 24.2 = 24.2 = 44.6 = 44.3 = 42.0 = 23.4 = 49.0 = 48.5
NI
" -5 30'
1.
DECK AREA #1 DECK AREA #2 DECK AREA #3 DECK AREA #4 DECK AREA #5 DECK AREA #6 POOL DECK SPA DECK
DESCRIPTION
R
NO.
7TH FLOOR OPEN AREA OCCUPANT LOAD
L IC E DONA
1
-2 22'
EXTERIOR CEMENT PLASTER CEILING AT 8'-2 1/2" A.F.F., U.N.O.
PD
9 4' -
" 7/8
0" 7' -
" 3/4
PD
"
W8
W17
10H3
"
9 4' -
2 5' -
0"
I
/8" 17 1 3' -
10'
" 7/8
LOUNGE 725 SF (OLF = 15) OCC. LOAD = 48.3
05G10
PD
"
07J10 3 3' -
"
6" 1' -
" 1/8
" 7/8
" 5/8
9 1' -
0 5' -
5 8' -
692.25'
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
6 3' -
3 A504
/2" 11 1 8' -
E PD
3 A637
"
"
DECK AREA #5 630 SF (OLF = 15) OCC. LOAD = 42
20'
W17
GAME ROOM 683 SF (OLF = 15) OCC. LOAD = 46
CONTRACTOR TO DISTRIBUTE VENTS EQUALLY AROUND PERIMETER. ARCHITECT TO APPROVE LOCATIONS.
" 7/8
CHANGING
3' - 10 1/4"
12 5.7 2°
25' - 8 1/2"
OPEN TO BELOW
PD
PD
2' - 6 1/2"
13' - 11 1/2"
692.25'
DN
695.92'
05G15
8' - 10 3/4"
17 -1 ' 1 1
PD
20' - 3"
4' - 9"
5' - 0"
4' - 9"
/8"
" 1/4
PD
SHEET TITLE
LANKERSHIM - POOL DECK
4' - 9"
PD
A
31' - 11 1/2"
DECK AREA #1 364 SF (OLF = 15) OCC. LOAD = 24.2
12' - 0"
7' - 5"
24' - 6 1/2"
14' - 6"
DECK AREA #2 364 SF (OLF = 15) OCC. LOAD = 24.2
PD
27' - 3 1/2"
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
30' - 10 1/4"
21' - 10"
PD
3' - 9 1/8" 31' - 1"
PD
PD
18' - 10 3/4"
4' - 9"
PD
11' - 4 3/4"
16' - 1 3/4"
5' - 0"
12' - 4 3/4"
16' - 9 1/8"
17' - 0 1/2"
4' - 9"
16' - 4 3/4"
26' - 6 5/8"
17' - 11 3/4"
03E6
PD
4' - 9"
PD
4' - 9"
PD
11' - 4 3/4"
PD
4' - 9"
4' - 9"
4' - 9"
11' - 4 7/8"
07J10
05G14
4' - 0"
1' - 0"
4' - 0"
8' - 10 3/8"
1 A805
3' - 8 1/2"
8' - 7 1/8"
692.25'
3' - 10 3/8"
3 1/4"
3' - 6"
GT12
4' - 0"
PD
LA
3 1/4"
LA
05G10 7 8' - 4 3/4"
5' - 1 3/8"
A807
6' - 9 3/8"
10H3
92' - 3 1/8"
JOB NO.
10H3
1
1 A504
1
A502
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
68' - 11 1/8"
1' - 2"
DATE
4 7/8"
L9
L13
L16
L22
L24
L25
" -5 30'
SCALE
1501 03-03-2017 As indicated
SHEET NO.
LANKERSHIM - POOL DECK 1 3/16" = 1'-0" 3
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
DECK AREA #3 670 SF (OLF = 15) OCC. LOAD = 44.6
5' - 0"
PD
ROOF
3/9/2017 2:38:16 PM
LD
11 6.6 2°
30' - 11 1/4"
4' - 0"
5' - 9 1/2"
5' - 9 1/2"
03E6
GT10
POOL/ SPA EQUIPMENT
9 4' -
PD
" 1/4
12' - 1 1/8"
Sim
PD
3 7' -
2' - 4 7/8"
10G27 10G26
4' - 1 1/2"
11' - 0"
14' - 6 3/4" PD
9 A701
4' - 9 1/4"
"
5' - 1 3/8"
10' - 0"
10' - 0"
0" -1 29'
5' - 0"
9 4' -
5' - 9 1/2"
13A3
LE
"
05G14
SPA (N.I.C. SEPARATE PERMIT REQ.)
0 4' -
05G10
GT6
" 1/2
6' - 0 3/4"
B
5' - 9 1/2"
11' - 10 3/8"
4' - 3 7/8" 5' - 0"
RAMP UP
15' - 0"
3 3' -
10' - 2 3/8"
6' - 6 3/4"
32' - 1 3/4"
SPA DECK TOTAL OCC. LOAD = 48.5 [DECK: 693 SF / 15 (OLF) = 46.2] [SPA: 109 SF / 50 (OLF) = 2.1]
"
/8" 13 1 2'
" 1/4
10H3
-5 14'
3' - 5 1/2"8 1/8"
PD
"
" 3/8
0 5' -
A807 PD
" 3/4
9 4' -
07J10
7
-7 35'
695.92'
-3 25'
3' - 5 1/2"
"
1' - 6 1/2"
34' - 0"
05G13
GT11
03E7
DECK AREA #4 665 SF (OLF = 15) OCC. LOAD = 44.3
PD
" 3/8
24' - 6 3/8"
" 0 4' -
11
EL: 695.92' T.O.W.
7' - 0"
PD PD
A701
10G27
POOL (N.I.C. SEPARATE PERMIT REQ.)
692.25' PD
" 1/2
10G26
9"
14A3
/4" 61
" 1/8
LD
13A2
30'
-0 25'
'16
90.00°
7' - 3 3/8"
" 1/8
07J10
03E6
05F4
3' -
-1 14'
A503
2 A503
/8" 81
/8" 73
LE
"
2 6' -
PD
692.25'
0 5' -
Sim
8 A701
5'
2.
22E6
Q
1 7' -
11' - 0 7/8"
PD
PD
DN
"
4' - 4"
POOL DECK TOTAL OCC. LOAD = 49 [DECK: 582 SF / 15 (OLF) = 38.8] [POOL: 510 SF / 50 (OLF) = 10.2]
690.92'
9 4' -
" 1/2 11 9' -
22' - 4"
2° 35.7
AD
" 3/8
GT12
.28° 144
STORAGE
G11
"
" 1/8
G16
BB
PD
SHOWERS
PD
6' - 0 3/4"
21A4
7 5' -
692.25'
PD
AD A703
12A9
CHANGING
11
AD
LOCKER ROOM 36 LOCKERS PROPOSED
STORAGE
691.53'
RAMP UP
690.92'
07E1
2 A646
/2" 11
AD
" 1/2
L56 90.00°
08B5
-7 22'
B
'29
G11
/2" 91
Sim
-3 10'
07F3
Sim
" 3/8
1"
9 A703
'10
.28° 144
2 A641
PD
BQ
6 1' -
-5 31'
1 3' -
A504
692.25'
"
9 4' -
1
9 4' -
" 7/8
CS18
"
6 1' -
" 1/8
D
"
W8
-3 17' 6 6' -
8' - 9 1/8"
PD
0 4' -
25' - 1 5/8"
" 1/4
5' - 1 1/4"
" 7/8
6 8' -
12' - 7 3/8"
-2 10'
" 1/2
Sim
2 A641
2 A645
-9 29'
692.25'
5 5' -
0" -1 18'
NET FREE VENTILATING AREA REQUIRED = 2,227 / 150 = 14.84 SF
8' - 9 5/8"
" 3/4
0 7' -
6"
ATTIC SPACE UNDER POOL DECK = 2,227 SF
7"
1' -
" 1/4
L13
-1 12'
L9
L55
ATTIC SPACE VENTILATION: PER SECTION 1203, "THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150TH OF THE AREA OF THE SPACE VENTILATED."
LANKERSHIM + otsego
6 1' -
6 1' -
CS7
A632
2' - 6"
REF. 30" MIN. WORKSPACE
2' - 0" 3B
MAX. TYP.
A637d 3A
11D4
6' - 9 1/4"
1' - 3"
3' - 0"
12D23
1' - 0"
2' - 3"
L IC E DONA
F.O. FINISH
34" HIGH DROP-IN RANGE
3B
1' - 9"
2' - 10 1/4"
30" MIN. WORKSPACE
2' - 0"
PANTRY
REF.
3' - 0"
D.W.
2' - 5"
1' - 6"
1' - 6"
3' - 0"
2' - 0"
1' - 9"
SINK
D.W.
PANTRY
SINK
3' - 0"
R
OF
NI
F.O. FINISH
F.O. FINISH
11D2
22E8
11D6
F.O. FINISH
12D10
12D2
12D15
26B4
26B3
11D2
12D12
12D19
26B3
12D15
12D2
12D10
26B3
11D4
2' - 9"
E
T
2' - 6"
ST A
3/4"
REN. 6-30-17
A
NO. C-13779
CORNER BLIND CABINET
3" 1' - 3"
ED A RCH NS S EMP I A TA
F.O. FINISH
MIN.
1' - 3"
MIN.
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
1" BACKSPLASH TYP.
STAMP
2' - 10"
11 1/4"
2'-0" MIN.
EQ EQ EQ 1' - 3"
T.O. 4TH SHELF
3' - 10" MAX. TO
6' - 9 1/4"
2'-0" MIN.
2' - 4 1/2"
MIN.
1' - 3"
3' - 10" MAX. TO
T.O. FIRST SHELF
26B5
DE Architects AIA
CT TE ERIS K
2' - 10"
11 1/4"
3' - 0"
2' - 6"
2' - 9"
TOTAL LINEAR SHELF = 436.5" ADA LINEAR SHELF = 261"
11D1
34" HIGH DROP-IN RANGE
2' - 10 1/4"
12D10
12D4
TOTAL LINEAR SHELF = 201" ADA LINEAR SHELF = 61.25"
12D5
12D4
12D5
12D4
12D5
12D4
12D10
F.O. FINISH
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
3/4"
KITCHEN #12 (2010 ADA COMPLIANT) - INT. ELEV. 3/8" = 1'-0"
3A
KITCHEN #12 (2010 ADA COMPLIANT) - INT. ELEV. 3/8" = 1'-0"
3
KITCHEN #12 (2010 ADA COMPLIANT) - PLAN 3/8" = 1'-0"
F.O. FINISH 3' - 4"
12D23 1' - 0"
F.O. FINISH
D.W.
11D6
2B
A637d
1" BACKSPLASH TYP. 2' - 0"
MAX. TYP.
SINK
3' - 0" 2' - 8"
6' - 9 1/4"
2
F.O. FINISH
11D4
F.O. FINISH
1' - 9"
30" MIN. PANTRY WORKSPACE
1 1/4"
KITCHEN #11 (2010 ADA COMPLIANT) - PLAN 3/8" = 1'-0"
F.O. FINISH
TOTAL LINEAR SHELF = 175.5" ADA LINEAR SHELF = 39" A637d
11D2
1A
D.W.
3' - 10" MAX. TO
11 1/4" 2' - 10"
26B3
12D2
26B5
11D4
2' - 9"
34" HIGH DROP-IN RANGE
1' - 6"
KITCHEN #11 (2010 ADA COMPLIANT) - INT. ELEV. 3/8" = 1'-0"
TOTAL LINEAR SHELF = 429" ADA LINEAR SHELF = 265.5"
2' - 6"
SINK
2A
1' - 6"
34" HIGH DROP-IN RANGE
12D4
12D5
12D4
12D5
KITCHEN #11 (2010 ADA COMPLIANT) - INT. ELEV. 3/8" = 1'-0"
12D4
2B
30" MIN. WORKSPACE
MIN.
1' - 3"
PANTRY
2' - 1"
2' - 0"
REF.
F.O. FINISH
3' - 0"
D.W.
T.O. FIRST SHELF
3' - 0"
SINK
2A
22E8
CORNER BLIND CABINET
12D10
2' - 10 1/4"
2' - 6"
12D4
2' - 0"
2' - 9"
12D5
3' - 0"
2'-0" MIN.
2' - 4 1/2"
1' - 9"
26B3
12D15
12D12
MIN.
1' - 3"
T.O. 4TH SHELF
3' - 10" MAX. TO
MIN.
EQ 1' - 3" 11D1
11D2
12D15
12D10
26B3
T.O. 4TH SHELF
EQ
3' - 10" MAX. TO
EQ
2'-0" MIN.
26B4
2' - 10"
11 1/4"
6' - 9 1/4"
3' - 0"
2' - 6"
11D2
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
REF.
11D1
LANKERSHIM + otsego
2' - 9 3/4"
TOTAL LINEAR SHELF = 298.5" ADA LINEAR SHELF = 143.25"
2' - 0"
12D4
12D5
12D4
TOTAL LINEAR SHELF = 304" ADA LINEAR SHELF = 160"
12D5
12D4
12D5
12D4
F.O. FINISH
LINE OF SOFFIT 1B
1B
2' - 6"
2' - 9"
2' - 9 3/4"
1' - 6"
34" HIGH DROP-IN RANGE
30" MIN. WORKSPACE
REF.
PANTRY
KITCHEN #10 (ADA 2010) INT. ELEVATION 3/8" = 1'-0"
1A
2' - 0"
3' - 0" SINK
D.W.
30" CLR. INSIDE
KITCHEN #10
KITCHEN #11
KITCHEN #12
2. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.
ADA SHELF REQUIRED (TOTAL PROVIDED / 2)
ADA SHELF PROVIDED
604.5"
302.25"
304.5"
3. SUBMIT SHOP DWG. FOR APPROVAL PRIOR TO FABRICATION. ALLOW 3 WEEKS FOR 1ST SUBMITTAL FOR SHOP DWGS. REVIEW.
303.25"
4. VERIFY ALL CABINET DESIGNS WITH ARCHITECT PRIOR TO INSTALLATION. SUBMIT FULL SIZE CABINET SAMPLE UNITS FOR APPROVAL BY ARCHITECT.
637.5"
301.25"
318.75"
322.25"
5. STONE, CULTURED STONE, AND TILED COUNTERTOPS MAY BE USED WITHOUT MEETING THE REPOSITIONING REQUIREMENTS. 6. KITCHEN COUNTERTOPS SHALL HAVE GRANITE WITH BACKSPLASH.
ADA NOTES: 1. ALL CABINET SHELVING AT 15"-34" AFF SHALL BE PROVIDED WITH PULL-OUT MECHANISM. 2. ALL SINK & 30" WORKSPACES TO HAVE REMOVABLE BASE CABINETS, TOE KICKS & SHELVES TO PROVIDE 30"x48" FRONT APPROACH W/ KNEE & TOE SPACE (SEE 2/A033). INSULATE PIPES & EXTEND F.F. TO THE WALL.
7. PROVIDE QUARTZ COUNTERTOP EQUIVALENT TO PENTAL QUARTZ INSPIRE COLLECTION. COUNTERTOP SUBSTRATE MUST BE MINIMUM 3/4" THICK. BUILD UP FRONT, BACK AND ENDS TO 1-1/2" THICKNESS, MITER EDGE. FOR SINK TOPS, SPECIFY GRADE M-2 EXTERIOR GLUE PARTICLEBOARD OR EXTERIOR GRADE PLYWOOD. 8. BASE CABINETS DIRECTLY UNDER KITCHEN SINK COUNTER AREA, AND ANY OPEN WORK AREAS, INCLUDING TOEBOARD AND SHELVING, SHALL BE REMOVABLE WITHOUT THE USE OF SPECIAL TOOLS OR KNOWLEDGE TO PROVIDE CLEARANCE FOR A WHEELCHAIR. FINISHED FLOORING SHALL BE INSTALLED BENEATH SUCH COUNTERTOP. WALL FINISHES AND WALL BASE MUST CONTINUE UNDER AND BEHIND ALL REMOVABLE CABINETS. CABINETS MUST BE REMOVABLE WITHOUT MODIFICATION OF COUNTERTOP, ADJACENT CASEWORK OR PLUMBING. INCLUDE FINISHED END PANELS WHERE REQUIRED FOR DISHWASHER. 9. CABINETS TO BE THERMOFOIL. CABINET DESIGN SHOULD BE FULL OVERLAY, 3/4" THK. DOORS AND FLAT PANEL DRAWER FRONTS, EQUAL TO RSI PCS "THERMOFOILTSUKI 2. MANUFACTURERS MUST BE APPROVED BY OWNER PRIOR TO BUILDING. 10. ALL PARTICLE BOARD, MDF AND COMPOSITE WOOD PRODUCTS FOR CABINETS AND COUNTERTOPS MUST BE UREA FORMALDEHYDE-FREE, INCLUDING CERTIFIED COMPLIANCE WITH CALIFORNIA 93120. ALL EXPOSED EDGES AND SIDES OF NONCOMPLIANT COMPOSITE WOOD PRODUCTS TO BE SEALED WITH A LOW-VOC SEALANT. ALL ADHESIVES MUST BE LOW-VOC, INCLUDE REFERENCE TO APPLICABLE STANDARDS, SUCH AS RULE 1168 OF THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT. 10a. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 4.504.5/TABLE (4.504.5, 9.504.5) THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.1, 9.504.5.1)
5"
1' - 6" 2' - 0"
MAX. TYP.
2' - 0"
1' - 0"
1
F.O. FINISH
11D4
11D1
F.O. FINISH
F.O. FINISH
F.O. FINISH
2' - 9 3/4"
2' - 9"
2' - 6"
PANTRY
REF.
30" MIN. WORKSPACE
34" HIGH DROP-IN RANGE
10"
2' - 0"
CORNER BLIND CABINET
KITCHEN #10 ADA 2010 3/8" = 1'-0"
KEYNOTES LEGEND
KITCHEN CASEWORK AND COUNTERTOP NOTES:
TOTAL SHELF LENGTH PROVIDED
602.5"
11D6
1' - 6"
5"
KITCHEN #10 (ADA 2010) INT. ELEVATION 3/8" = 1'-0"
22E8
F.O. FINISH
1' - 6"
1. CONTRACTOR SHALL FIELD MEASURE & VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION.
3/9/2017 2:38:45 PM
12D23
3' - 6"
ADA SHELF STORAGE REQUIREMENT TABULATION
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
1" BACKSPLASH, TYP.
6' - 9 1/4"
T.O. FIRST SHELF
3' - 10" MAX. TO
3' - 0"
12D10
12D2
12D15
12D12
11D2
MIN.
1' - 3"
MAX.
26B3
MIN. 2' - 10"
26B4
11 1/4"
2'-0" MIN.
6' - 9 1/4"
2' - 6"
10"
11D1
26B5
26B3
11D4
12D10
12D15
1' - 3"
EQ
3' - 10"
EQ
EQ
2'-0" MIN.
2' - 6"
2' - 4 1/2"
11 1/4"
26B3
2' - 10"
6' - 9 1/4"
3' - 0"
LINE OF SOFFIT
11. MANUFACTURER'S STANDARD CABINET FINISH SHALL BE INSTALLED ADJACENT TO RANGE WITHOUT AFFECTING CABINET FINISH. 12. HINGES TO BE ADJUSTABLE, EUROPEAN-STYLE CONCEALED HINGES, WITH A 110 DEG. MINIMUM OPENING. PROVIDE SELF-CLOSING, EPOXY-COATED, SIDE-MOUNTED DRAWER GUIDES WITH 75 LB. LOAD CAPACITY. 13. DOOR AND DRAWER PULLS TO BE FINISHED TO MATCH STANDARD DOOR HARDWARE THROUGHOUT THE UNIT. STANDARD PULL STYLE IS 4" WIRE PULL. FOR ACCESSIBLE UNITS, VERIFY SPECIFIED PULL COMPLIES WITH GRASPABILITY REQUIREMENTS. 14. SHOP DRAWINGS SHALL NOT SHOW CABINET WIDTHS SMALLER THAN 15". INCLUDE FULL HEIGHT 24" DEEP PANTRY CABINETS WHEN POSSIBLE. INCLUDE BLIND CORNER CABINETS FOR L AND U-SHAPED KITCHENS. CLEARLY INDICATE LOCATION OF FILLERS. 15. COORDINATE CASEWORK LAYOUT WITH APPLIANCES TO ENSURE ADEQUATE CLEARANCE FOR RANGES AND REFRIGERATORS. REVIEW DOOR AND DRAWER OPENING CLEARANCES TO AVOID CONFLICTS WITH APPLIANCE DOORS AND HANDLES.
NO. 11D1 11D2 11D4 11D6 12D2 12D4
12D5 12D10 12D12 12D15
16. CABINET DOORS SHALL OPEN FULLY WITH NO OBSTRUCTIONS. PROVIDE CABINET BOXES THAT ARE FULLY USABLE, WITH NO CENTER STILE. 17. THE SIDES AND BACK OF ADJACENT CABINETS WHICH MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING, WHEN A COUNTER TOP IS LOWERED, SHALL BE CONSTRUCTED OF DURABLE NONABSORBENT MATERIALS APPROPRIATE FOR SUCH USES.
12D19 12D23
22E8
18. ALL CABINETS TO BE ANCHORED TO BLOCKING. 19. KITCHEN HALF-WALL CAPS, WHERE SHOWN, SHALL HAVE PLASTIC-LAMINATE TOP WITH SQUARE EDGES. 20. PROVIDE CERAMIC TILE ABOVE KITCHEN COUNTERTOP BACKSPLASH. START WITH FULL TILE AT TOP OF BACKSPLASH AND EXTEND TO UNDERSIDE OF OVERHEAD CABINETS. ALLOW FULL TILE TO EXTEND BEHIND RANGE HOOD. CONTINUE TILE ONE FULL COURSE BELOW TOP OF BACKSPLASH BEHIND RANGE. 21. PROVIDE ADA ACCESSIBLE KITCHEN SINK & FAUCET. 22. KITCHENS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE A MINIMUM CLEAR SPACE OF 60" BETWEEN CABINET FRONTS, COUNTERTOPS, OR WALLS FOR ALL U-SHAPED KITCHEN AREAS AND A MINIMUM CLEAR SPACE OF 48" FOR ALL OTHER KITCHEN DESIGNS.
26B3 26B4 26B5
DESCRIPTION REFRIGERATOR (REF. SPECS.) DISHWASHER (REF. SPECS.) RANGE/OVEN UNIT (REF. SPECS.) COUNTERTOP MICROWAVE (REF. SPECS.) BASE CABINETS W/ SHELVES UPPER CABINETS W/ SHELVES - PROVIDE 36" UPPER CABINET AT ALL 2ND FLOOR UNITS, REFERENCE DETAIL 28/A905 (REF. SPECS.) CABINETS (REF. SPECS.) FILLER KITCHEN PANTRY W/ SHELVES KITCHEN BASE CABINET W/ REMOVABLE FRONT AND BASE. REF. DETAIL 2/A033 FOR KNEE & TOE CLEARANCES. CONTINUE FLOOR FINISH UNDER BASE. CORNER BLIND CABINET BUILT-IN SHELVES TO MATCH KITCHEN CABINETS MATERIAL, COLOR & FINISH. PROVIDE BRACING AS NECESSARY. STAINLESS STEEL DOUBLE KITCHEN SINK 33" MIN., GARBAGE DISPOSAL & FAUCET SET. INSULATE PIPES & MEET ADA KNEE CLEARANCES. REF. DETAIL 2/A033 GFCI RECEPTACLE OR SWITCH (REF. ELEC. DWGS.) GARBAGE DISPOSAL SWITCH (REF. ELEC. DWGS.) RANGE HOOD SWITCH (REF. ELEC. DWGS.)
SHEET TITLE
KITCHEN PLANS + INTERIOR ELEVATIONS (ADA 2010)
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE SCALE
1501 03-03-2017 As indicated
SHEET NO.
A637d
9' - 10" 2' - 8" TUB
7' - 2"
F.O. FINISH
10G28
10C2
10G20
F.O. FINISH
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
FUTURE GRAB BARS F.O. FINISH 26D1
F.O. FINISH
10G17 10G15
3D
BATH #3 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
COUNTER DEPTH
BATH #3 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
3C
3B
BATH #3 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
BATH #3 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
3A
3
1' - 6"
REN. 6-30-17
E
22E2
2' - 0"
MIN. 3' - 0"
MIN.
MIN.
7' - 0"
R
OF
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
2' - 0"
F.O. FINISH
17" - 18"
10G18
10G16
10C2
10G20
10G7
FUTURE GRAB BAR
F.O. FINISH
FUTURE SWING GRAB BAR
NO. C-13779
A
FUTURE SWING GRAB BAR SEE 21/A033 AND 22/A033 FOR FLOOR BACKING
17" MIN.
FUTURE SWING GRAB BAR
ED A RCH NS S EMP I A TA
NI
3' - 4"
5' - 0"
F.O. FINISH
F.O. FINISH
22E9
40" MAX.
CONTROLS
12D7
2' - 10"
38" MIN.
T. O. GRAB BAR
33" - 36"
32" MAX. 22E9
10G16
10G7
12D7
12D10
2' - 10"
38" MIN.
T.O. GRAB BAR
33 - 36" 10G7
MAX.
6" 22E9
10G16
30"
32" MAX.
FUTURE GRAB BAR
STAMP
T
T.O. GRAB BAR
3C
CT TE ERIS K
33" - 36"
22E9
10G15
10G17
3B
L IC E DONA
FUTURE GRAB BARS
MIN.
A638
ST A
38" MIN.
3D
24" MIN.
T.O. GRAB BAR
FUTURE GRAB BAR
CONTROL END WALL
12"
22E2
3A
7' - 0"
24" MIN.
4"
24" MIN.
38" MIN.
MAX.
40" MIN.
6"
MAX.
10G18
33 - 36" MAX.
12"
T.O. MEDICINE CAB
42" MIN.
3' - 8"
6"
EQ
17" MIN. COUNTER DEPTH
EQ
36" MIRROR
5' - 0" TUB
26D1
BATH #3 (ADAPTABLE) PLAN 3/8" = 1'-0" 9' - 6"
22E9
09B5
10C2
10G28
F.O. FINISH
2' - 8" TUB
F.O. FINISH
6' - 10"
FUTURE GRAB BARS F.O. FINISH
F.O. FINISH 26D1
26D1
2D
F.O. FINISH 10G15 22E2 10G17 38" MIN.
17" MIN. COUNTER DEPTH
T. O. GRAB BAR
33" - 36"
F.O. FINISH
10G7
22E9
FUTURE SWING GRAB BAR
32" MAX.
3' - 4"
38" MIN.
T.O. GRAB BAR
CONTROLS
10C2
10G7
33" - 36"
30"
MAX.
6" 22E9
33" - 36"
38" MIN.
T.O. GRAB BAR
10G16
12D10
COUNTER DEPTH
10G7
22E9
10G16
17" MIN.
12D7
2' - 10"
32" MAX.
T. O. GRAB BAR
33" - 36"
38" MIN.
12D7
FUTURE SWING GRAB BAR
2D
BATH #2 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
2C
BATH #2 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
2B
BATH #2 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
BATH #2 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
2A
LANKERSHIM + otsego
EQ
10G7
2
2' - 0"
1' - 8"
1' - 6"
MIN.
FUTURE SWING GRAB BAR SEE 21/A033 AND 22/A033 FOR FLOOR BACKING
17" - 18"
MIN 3' - 0" MIN.
FUTURE GRAB BAR
F.O. FINISH
MAX.
2C
10G20
FUTURE GRAB BAR
EQ 24" MIN.
6"
10G17
MAX.
6"
10G7
FUTURE GRAB BARS
48" MIN.
10G16
6"
2B
A638
10G18
22E2
MIN.
FUTURE GRAB BARS 5' - 0"
2' - 10"
T.O. MEDICINE CAB
40" MAX.
10G15
24" MIN.
F.O. FINISH
4" 12"
CONTROL END WALL
3' - 8"
10G18
40" MIN.
7' - 0"
10G20
6' - 8"
BATH #2 (ADAPTABLE) PLAN 3/8" = 1'-0"
6' - 4" 3' - 0" MIN.
6"
10G17
17" MIN. COUNTER DEPTH
F.O. FINISH
22E2
10G22
10G7
A638
22E9
1B
1C
F.O. FINISH
F.O. FINISH 10C2
F.O. FINISH
12D10
12D8
10G22
10G7
10G16
22E9
10G7
22E9
10G20
1A 1D
COUNTER DEPTH 10C2
10G15
09B5
2' - 10"
32" MAX.
T.O. GRAB BAR
33" - 36"
12D8
38" MIN.
5' - 0"
10G22
10G17
7' - 0"
22E2
F.O. FINISH
FUTURE SWING GRAB BAR
F.O. FINISH
24" MIN.
MIN.
17" MIN.
10G7
22E9
FUTURE SWING GRAB BAR
2' - 10"
B.O. MED. CAB.
40" MAX.
38" MIN.
CONTROLS
MIN.
10G28
10G15
T. O. GRAB BAR
3' - 4"
38" MIN.
T.O. GRAB BAR
30"
33" - 36"
MAX.
10G16
12"
10G16
F.O. FINISH
MIN.
FUTURE GRAB BARS 5' - 0" TUB
EQ 24" MIN.
EQ
6"
T. O. GRAB BAR
33" - 36"
38" MIN.
FUTURE GRAB BARS
FUTURE GRAB BARS
FUTURE GRAB BARS
10G18
40" MIN.
3' - 8"
10G7
33" - 36"
MAX.
24" MIN.
4"
CONTROL END WALL
32" MAX.
MAX.
10G20
6"
2' - 0"
F.O. FINISH
33" MIRROR 48" MIN.
1' - 4"
FUTURE SWING GRAB BAR SEE 21/A033 AND 22/A033 FOR FLOOR BACKING
26D1
26D1
1' - 6"
10G18
17" - 18"
6"
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
10G28
36" MIRROR 24" MIN.
5' - 0" TUB
2A
2' - 8" TUB
6' - 6" 9' - 2"
BATH #1 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
3/9/2017 2:39:06 PM
1D
1C
BATH #1 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
1B
BATH #1 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
1A
BATH #1 (ADAPTABLE) - INT. ELEV. 3/8" = 1'-0"
1
BATH #1 (ADAPTABLE) PLAN 3/8" = 1'-0"
GENERAL CABINET NOTES:
ACCESSIBLE BATHROOM GENERAL NOTES:
1. CONTRACTOR SHALL FIELD MEASURE & VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION. 2. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 3. CABINETS TO BE KCMA CERTIFIED. CABINET DESIGN SHOULD BE FULL OVERLAY, 3/4" LENOX-STYLE, STILE AND RAIL DOORS AND FLAT PANEL DRAWER FRONTS, EQUAL TO RSI PCS "THERMOFOIL-TSUKI 2" OR APPROVED EQUAL. 4. ALL PARTICLE BOARD, MDF AND COMPOSITE WOOD PRODUCTS FOR CABINETS AND COUNTERTOPS MUST BE UREA FORMALDEHYDE-FREE, INCLUDING CERTIFIED COMPLIANCE WITH CALIFORNIA 93120. ALL EXPOSED EDGES AND SIDES OF NONCOMPLIANT COMPOSITE WOOD PRODUCTS TO BE SEALED WITH A LOW-VOC SEALANT. ALL ADHESIVES MUST BE LOW-VOC, INCLUDING REFERENCE TO APPLICABLE STANDARDS, SUCH AS RULE 1168 OF THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT. 5. SUBMIT FULL-SIZE CABINET SAMPLE UNITS FOR APPROVAL. 6. PROVIDE ADJUSTABLE, EUROPEAN-STYLE CONCEALED HINGES, WITH A 110 DEG. MINIMUM OPENING. 7. PROVIDE SELF-CLOSING, EPOXY-COATED, SIDE-MOUNTED DRAWER GUIDES WITH 75 LB. LOAD CAPACITY. 8. DOOR AND DRAWER PULLS TO BE FINISHED TO MATCH STANDARD DOOR HARDWARE THROUGHOUT THE UNIT. STANDARD PULL STYLE IS 4" WIRE PULL. FOR ACCESSIBLE UNITS, VERIFY PULL COMPLIES WITH GRASPABILITY REQUIREMENTS. 9. NO CABINET WIDTHS SHALL BE SMALLER THAN 15". U.N.O. 10. VERIFY CABINET DOORS WILL OPEN FULLY WITH NO OBSTRUCTIONS. PROVIDE CABINET BOXES THAT ARE FULLY USABLE, WITH NO CENTER STILE. 11. REMOVABLE BASE CABINETS SIZED TO PROVIDE REQUIRED OPEN KNEE SPACE AT SINKS, LAVATORIES AND OPEN WORK AREAS. SPECIFY AND DETAIL REQUIREMENTS FOR CABINETS TO BE REMOVED WITHOUT MODIFICATION OF COUNTERTOP, ADJACENT CASEWORK OR PLUMBING. FLOOR AND WALL FINISHES, INCLUDING WALL BASE, MUST CONTINUE UNDER AND BEHIND ALL REMOVABLE CABINETS. 12. COUNTERTOP SUBSTRATE MUST BE MINIMUM OF 3/4" THICK. BUILD UP FRONT, BACK AND ENDS TO 1-1/2" THICKNESS. MITER EDGE FOR SINK TOPS, SPECIFY GRADE M-2 EXTERIOR GLUE PARTICLEBOARD OR EXTERIOR GRADE PLYWOOD. 13. ALL CABINETS ARE TO BE ANCHORED TO BLOCKING. 14. SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO FABRICATION. ALLOW 3 WEEKS FROM 1ST SUBMITTAL FOR SHOP DWGS. REVIEW. 15. DO NOT PROVIDE ACCESS PANELS FOR BATHTUBS. ALL PLUMBING TO BE WITHOUT SLIP JOINTS. 16. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 4.504.5/TABLE (4.504.5, 9.504.5) SEE SHEET A044 FORM GRN 14 ITEM #20. 17.THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.1, 9.504.5.1) SEE SHEET A044 FORM GRN 14 ITEMS #21.
1. GRAB BAR BACKING SHALL BE INSTALLED FROM 32" TO 38" ABOVE THE FLOOR. 2. THE GRAB BARS AND THEIR SUPPORTS SHALL BE DESIGNED TO WITHSTAND A 250 POUND POINT LOAD. 3. CONTROLS OF FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET NOT MORE THAN 44" ABOVE THE FLOOR. 4. ANY CABINET BENEATH THE LAVATORY IS REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR SPECIALIZED TOOLS TO PROVIDE VANITY WITH KNEE AND TOE CLEARANCE . KNEE SPACE SHALL BE AT LEAST 30" WIDE 8" DEEP PER TABLE 1109A.2.2.12. FLOOR AND WALL FINISHES, INCLUDING WALL BASE, MUST CONTINUE UNDER AND BEHIND ALL REMOVABLE CABINETS. 5. PROVIDE HAND-HELD SHOWER HEAD, 60" HOSE AND SLIDE FOR ALL ACCESSIBLE UNITS. 6. PROVIDE COUNTEROP EQUIVALENT TO PENTAL QUARTZ - BQ8220P LATTICE POLISHED COUNTERTOPS WITH BACKSPLASH. PROVIDE KOHLER VERTICYL K-2882 UNDERMOUNT LAVATORY OR APPROVED EQ. LAVATORY BOWL SHOULD HAVE AN INTEGRAL OVERFLOW WHERE ALLOWED BY LOCAL CODES. FOR ADAPTABLE UNITS WHERE THE VANITY CABINET IS REMOVABLE, PROVIDE ADDITIONAL SUPPORT FOR THE COUNTERTOP THAT ALLOWS REMOVAL OF THE CABINET. 7. PROVIDE FOLLOWING BATHROOM ACCESSORIES: TOILET PAPER HOLDER WITH CERAMIC POSTS, TOWEL BAR WITH CERAMIC POSTS AND ADJUSTABLE, CHROME, TENSION-MOUNTED SHOWER ROD. FASTEN ALL TOILET ACCESSORIES TO BLOCKING. CAULK ACCESSORY POST TO WALL.
NO. 09B5 10C2 10G7 10G15
10G16 10G17 10G18 10G20 10G22 10G28 12D7
GENERAL BATHROOM VENTILATION NOTES: 1. ALL FANS MUST BE ENERGY STAR CERTIFIED. FANS SHALL BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. 2. IF VENTING THROUGH THE ROOF OR DIRECTLY THROUGH THE SOFFIT, USE SOLID METAL DUCTING, NOT FLEXIBLE PLASTIC DUCTING, WHICH CAN SAG AND ALLOW MOISTURE TO CONDENSE AND GENERATE MOLD GROWTH. IF THE DUCT TRAVELS THROUGH AN UNCONDITIONED SPACE, INSULATE IT TO DETER CONDENSATION DURING THE WINTER SEASON. 3. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILAITON SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. 4. FANS SHALL BE CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MIN. 5. FANS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING THAT ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING.
12D8
12D10 22E2 22E9 26D1
DESCRIPTION 5/8" DENSARMOR BEHIND TUB/SHOWER ENCLOSURE (OR APPROVED EQUAL) TOWEL BAR GRAB BAR BACKING WALL MOUNTED MEDICINE CABINET (16"x26"). INSTALL SO BOTTOM EDGE OF THE REFLECTIVE SURFACE IS NO HIGHER THAN 40" A.F.F. AND AT LEAST ONE ACCESSIBLE SHELF IS NO HIGHER THAN 44" A.F.F. TOILET SOLID SURFACE COUNTERTOP WALL MOUNTED MIRROR ROBE HOOK CABINET END SUPPORT PANEL SCHLUTER TRANSITION STRIP THRESHOLD, TYP. AT ALL UNIT BATHROOMS BATHROOM BASE CABINET W/ ADAPTABLE FRONT TO MEET ALL KNEE & TOE CLEARANCES PER 2/A033 FRONT APPROACH. EXTEND F.F. TO WALL AND INSULATE PIPES AT SINK WHERE APPLICABLE (REF. SPECS) BATHROOM SLIP-IN BASE CABINET. EXTEND F.F. TO WALL AND INSULATE PIPES AT SINK. REF. DETAIL 2/A033 FOR KNEE CLEARANCE. FILLER LAVATORY: UNDERCOUNTER BATHTUB/SHOWER COMBO (SEE 26/A905) FOR FLASHING DETAIL INTERIOR LIGHTING: WALL SURFACE MOUNTED (REF. ELEC. DWGS)
SHEET TITLE
BATH PLANS + INTERIOR ELEVATIONS
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
DATE
LEGEND
SCALE
EXHAUST FAN, SEE BATHROOM PLANS A638- A646, SEE ELEC. AND MECH. DWGS. REFER TO SHEET A041 FORM GRN 14 NOTES 25 & 26.
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO.
MEDICINE CABINET: 1. MEDICINE CABINET BOTTOM SHELVE SHALL BE MOUNTED AT 44" MAX.
1501 03-03-2017 As indicated
SHEET NO. GRAB BAR BACKING FOR TUB & TOILET, TYP. SEE A033-A034 FOR ADA CLEARANCES. * CONTRACTOR TO INSTALL BACKING FOR ALL CLOSET SHELVING AND BATHROOM ACCESSORIES.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
KEYNOTES LEGEND
*WHERE PLUMBING IS ROUTED BEHIND BASE CABINETS, REF. PLUMBING DWGS, BASE CABINET DEPTH SHALL BE REDUCED TO ACCOMODATE PLUMBING. PLUMBING SHALL BE ROUTED DIRECTLY AGAINST WALL FINISH.
A638
FOF
17' - 10"
L IC E DONA
A
NI
R
8' - 3" 5' - 5 3/4" CLR.
1' - 0"
9 TREADS @ 11" EA
4' - 5 5/8" CLR.
1' - 11"
1' - 0"
LANDING
3' - 10" CLR.
1' - 11"
4 3/8"
FOC
13
1' - 0"
S7
1' - 6"
DN
LCE
17' - 10"
1' - 5 3/8"
7' - 10 3/8"
4' - 0" CLR.
UP
13 TREADS @ 11" EA
MIN. CLR. 11' - 11"
MIN. CLR.
4' - 5 5/8" CLR.
1' - 11"
3' - 8 1/8" 1' - 0" 1' - 11"
5 TREADS @ 11" EA
4' - 7" 16' - 3 3/8"
3' - 8"
FOC
FOC
LCE
DOOR CLEARANCE
618.25'
1' - 11"
S7
CLASS I WET STANDPIPE
3' - 8" MIN. CLR.
11" TREAD
11
STAIR #8 SECTION 1 1/4" = 1'-0"
7
FOF
5' - 0" CLR.
L7
STAIR #1 - ROOF 1/4" = 1'-0"
STAIR #1 - GROUND LEVEL 1/4" = 1'-0"
3
L5
LC9
L7
LC10
7' - 10 3/4" CLR.
LC12
5' - 3"
7' - 10 3/4" CLR.
1' - 0"
7 5/8"
LCE
FOC DN
S1
17' - 11 1/8" CLR.
5' - 1 3/8" CLR.
UP
1' - 0"
2' - 6"
1' - 11"
DOOR CLEARANCE
8 TREADS @ 11" EA
8' - 3"
MIN. CLR.
4' - 6 3/4" CLR.
1' - 11"
CLR.
3' - 8 1/8" 1' - 0" 8 TREADS @ 11" EA
7' - 4"
3' - 10" CLR.
690.92'
MIN. CLR.
MIN. CLR.
S3
Sim
23 A908
CLASS I WET STANDPIPE
FOC
FOC
DOOR CLEARANCE
3' - 8"
2' - 6"
SEVENTH FLOOR 690.92'
UP
3' - 8"
A.O.R.
A.O.R.
5' - 1 3/8" CLR.
1' - 11"
5' - 1 3/8" CLR.
1' - 4"
Sim
18 A908
UPPER TERRACE 692.25'
16' - 3 3/8" CLR.
MIN. CLR.
17' - 10" CLR.
MIN. CLR.
7' - 4"
3' - 8"
4' - 5 5/8" CLR.
1' - 11"
1' - 0"
3' - 8"
9 TREADS @ 11" EA
POOL DECK 695.92'
PROVIDE TWO - WAY COMMUNICATION PER 2014 LABC 1007.8.1 & 1007.7.8.2
6' - 0 3/8" CLR.
A908
Sim
LG
1' - 0"
24 A908
9 TREADS @ 11" EA
Sim
5
FOF
8' - 3"
HANDRAIL ATTACHMENT AT GLASS PER MANUFACTURER SPECIFICATIONS
A701
FOF 4' - 5 5/8" CLR.
LG
FOF
FOF
13
604.97'
FOC
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
DN
3' - 8"
FOC
LCE
CLASS I WET STANDPIPE
13 A701
STAIR #9 SECTION 1 1/4" = 1'-0"
6
STAIR #1 - 7TH FLOOR 1/4" = 1'-0" L5
2
L7
STAIR #1 - P1 1/4" = 1'-0"
LC9
LC10
LC12
5' - 0" CLR.
1' - 11"
FOC
FOC
FOC FOC
4' - 6 3/4" CLR.
1' - 0" 1' - 11"
17' - 11 1/8" CLR.
7 TREADS @ 11" EA
CLR.
3' - 8 1/8"
3' - 10" CLR. 6' - 5"
17' - 10" CLR.
9 TREADS @ 11" EA
7' - 4"
4' - 5 5/8" CLR.
LCE
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
PROVIDE TWO - WAY COMMUNICATION PER 2014 LABC 1007.8.1 & 1007.7.8.2
A.O.R.
S3 649.92'
1' - 0"
MIN. CLR.
CLASS I WET STANDPIPE
3' - 0"
DOOR CLEARANCE
UP
LR .
DN
A.O.R.
1' - 11"
UP
MIN. CLR. DOOR CLEARANCE
0"
A701
MIN. CLR.
3' - 8"
MIN .C
A701
MIN. CLR.
CANE DETECTION RAIL, SEE 26 / A033
S1
3' -
10
3' - 8"
594.97'
6' - 0 3/8" CLR.
10
DN
3' - 8"
16' - 3 3/8" CLR.
4' - 9" CLR.
695.92'
6' - 1 3/8"
692.25'
CLR.
GT10
5' - 5 1/2"
LD
17' - 10" CLR.
PD
8' - 3"
4' - 11 1/2" CLR.
5' - 9 1/2"
ENLARGED STAIR PLANS
1' - 0"
LG
5' - 1 3/8" CLR.
4' - 5 5/8" CLR.
05G10
1' - 0"
05G2
FOF
FOF
1' - 11"
LG
6 TREADS @ 11" EA 1' - 11"
7' - 10 3/4" CLR.
5' - 11 1/2"
1' - 0"
5' - 6"
1' - 11"
4' - 9" CLR.
9 TREADS @ 11" EA
EQ. SPACED
6' - 6 1/8"
FOF
FOF
7 5/8"
LD
SHEET TITLE
7' - 10 3/4" CLR.
FOC
CLASS I WET STANDPIPE
3' - 2 3/8"
LCE
LC9
LC10
L19
FOC
FOC
FOC
A701
A701
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
13
3/9/2017 2:40:02 PM
O
A701
13
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
CA L I F
LC12
1' - 0"
703.69'
CLASS I WET STANDPIPE
EQ. SPACED
35 RISERS @ 7" MAX. EA. = 20' - 0 1/2"
9' - 2 5/8"
7' - 2 5/8"
1' - 0"
1' - 2 3/8"
STAIR #1 SECTION 1/4" = 1'-0"
OF
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
DOOR CLEARANCE
P2 594.97'
13
E
LANKERSHIM + otsego
17 A902
6' - 0 3/8" CLR.
Sim
MIN. CLR.
Sim
6' - 8"
17 A908
TYP.
3' - 0"
A908
16 A908
FOC
1' - 0"
S6
7' - 10 3/4" CLR.
6' - 0"
1' - 4"
UPPER TERRACE 692.25' SEVENTH FLOOR 690.92'
17' - 10" CLR.
POOL DECK 695.92'
10 TREADS @ 11" EA.
MIN. CLR.
9' - 2"
MIN. CLR.
4' - 2 3/8" CLR.
3' - 8"
1' - 0"
3' - 8"
3' - 8"
LG
4' - 5 5/8" CLR.
1' - 11"
12' - 11"
17 A902
4' - 11" CLR.
25 A908
Sim
3' - 10" CLR.
A701
FOF
Sim
PEDESTAL PAVER SYSTEM
EQ. SPACED
5
8 TREADS @ 11" EA
7 5/8"
FOF
WHEELCHAIR LIFT RAMP PER MANUFACTURER
LIFT RISE
15 A909
P1 604.97'
Sim
7' - 4"
L7
1' - 0"
SIDE WALLS, SEE PLAN
CLR.
Sim
16 A908
REN. 6-30-17
STAIR #1 - 2ND FLOOR 1/4" = 1'-0"
4
WHEELCHAIR LIFT SEE A062 CUT SHEET
3 7/8"
6' - 8"
Sim
MIN. CLR.
17 A908
TYP.
3' - 0"
A908
23 RISERS @ 7" MAX. EA. = 13' - 4 7/8"
Sim
CLASS I WET STANDPIPE
FOF
FOF
LG
10
18 RISERS @ 7" MAX. EA. = 10' - 0"
5
638.42'
STAIR #8 ENLARGED PLAN 1/4" = 1'-0"
L19 17 A908
NO. C-13779
FOF
13
MARKET GROUND FLOOR 618.38' Sim
ED A RCH NS S EMP I A TA
LCE FOF
1' - 0"
3' - 0"
Sim
16 A908
TYP.
6' - 8"
A908
MIN. CLR.
Sim
17 A908
MIN. CLR.
6' - 8" 3' - 6"
3' - 0"
Sim
5
STAMP
LCE
DN
Sim
16 A908
S3
1' - 0"
8
TYP.
3' - 0"
A908
" 3/4
DN
DOOR CLEARANCE
7' - 10 3/4"
Bath at L-A3 sim3 638.42'
Sim
17 A908
. EA 11"
UP
CLR.
STAIR #8 SECTION 2 1/4" = 1'-0"
17' - 10" CLR.
5
5' - 5 3/4" CLR.
1' - 4"
6 8' -
7 RISERS @ 7" MAX. EA. = 3' - 8" EQ. SPACED
Sim
17' - 10"
5' - 0"
Sim
EQ. SPACED
20 RISERS @ 7" MAX. EA. = 11' - 6"
Sim
16 A908
MIN. CLR.
6' - 8"
TYP.
3' - 0"
Sim
"
S@ AD E R 6T
L5
EQ. SPACED
18 RISERS @ 7" MAX. EA. = 10' - 3"
MIN. CLR
6' - 8"
20 A908
A908
6 5' -
MIN. CLR.
LC10
EQ. SPACED
18 RISERS @ 7" MAX. EA. = 10' - 3"
MIN. CLR.
6' - 8"
TYP.
Sim
"
MIN. CLR.
4 3/8"
7 RISERS @ 7" MAX. EA. = 3' - 8" EQ. SPACED
8' - 8"
HEAD CLR.
6' - 8" MIN. 2' - 6"
12
EQ. SPACED
18 RISERS @ 7" MAX. EA. = 10' - 3"
MIN. CLR.
6' - 8"
TYP.
0 1' -
THIRD FLOOR 649.92' 5
1"
GT11
EQ. SPACED
18 RISERS @ 7" MAX. EA. = 10' - 3"
6' - 8"
MIN. CLR.
TYP. TYP.
EQ. SPACED
21 RISERS @ 7" MAX. EA. = 12' - 5 5/8"
6' - 8"
MIN. CLR.
TYP.
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
DN 695.92'
3' - 8"
CT TE ERIS K
Sim
9"
3' - 8"
T
Sim
18 A908
Sim
692.25'
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
ST A
22 A908
21 A908
R. CL
A908
1"
1 1' -
FOURTH FLOOR 660.17'
Sim
A701
" 1/2
Sim
Sim
2 6' -
Sim
18 A908
5
24 A908
DE Architects AIA
9"
21 A908
R. CL 30"
22 A908
Sim
A701
S FO
A908
"
695.92'
13
5
FIFTH FLOOR 670.42'
Sim
5
R. CL
Sim
" 1/2
Sim
18 A908
Sim
1 1' /8" 05 ' 9
0 1' -
R. CL
21 A908
A908
22 A908
UPPER TERRACE 692.25' SEVENTH FLOOR 690.92'
SIXTH FLOOR 680.67'
Sim
5
0 4' -
Sim
POOL DECK 695.92'
R. CL " 8 4
" 1/8
Sim
18 A908
Sim
21 A908
A908
22 A908
23 A908
SEVENTH FLOOR 690.92'
Sim
5
R. CL
Sim
-8 11'
18 A908
" 5/8
22 A908
Sim
12
8 4' -
A908
E
A701
0"
Sim
692.25'
12'
ROOF 702.82'
5
18 A908
Sim
R. CL " 1/4
/8" 81
A908
/4" 73
1' - 0"
11
WHEELCHAIR LIFT SEE A062 CUT SHEET
S FO
Sim
11 4' -
7' - 10 3/4" CLR.
" 5/8
5
5
KEEP A CONTINOUS MINIMUM HEADROOM OF 80" THROUGH THE ENTIRE STAIRWAY & LANDING PER LABC 1009.5.
10 6' -
" 7/8
LC12
7 5/8"
/4" 73 8 4' -
WET STANDPIPE LOCATIONS: SPECIFY 12" MAXIMUM PROTRUSION FOR POSTMOUNTED OBJECTS, 4" MAXIMUM PROJECTION FOR PROTRUSIONS FROM A WALL, OR PROVIDE CANE DETECTION AT THESE LOCATIONS.
LC10
E
5' - 4 5/8" CLR.
6' -
/4" 23
" 1/4
FOF
3 4' -
/8" 37
NOTE: PROVIDE AN APPROVED STAIRWAY SIGN INDICATATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. SEE DETAIL 34/A033, 9/A033
1501 03-03-2017
SCALE
LC12
1/4" = 1'-0"
SHEET NO.
9
STAIR #9 ENLARGED PLAN 1/4" = 1'-0"
5
STAIR #1 - 3RD-6TH FLOOR 1/4" = 1'-0"
1
STAIR #1 - P2 1/4" = 1'-0"
A701
C3
SEE A710 FOR ELEVATOR NOTES C2
Bath at L-A3 sim3 638.42'
LC14 6' - 11"
L9 0 1' -
6' - 6 1/2"
FOF
1' - 6"
SEVENTH FLOOR 690.92'
90 MIN. FIRE-RATED DOORS AND SMOKE CONTAINMENT
MAX. PIT
0 1' -
10' - 0"
FOF
FOF
5' - 0" 10' - 3"
P2 594.97'
LC12
ELEVATOR #1 SECTION 3/16" = 1'-0"
7
10'
LC14
OF
CA L I F
O
6 2' -
L9
"
C2
6"
R EA CL
CE
6' - 6 1/2"
CLEAR
SIXTH FLOOR 680.67'
10' - 3"
F FO
F FO
6' - 11"
E
F FO
A708
LCE
FOF
FOF
REN. 6-30-17
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
4
FILL PIT WITH STYROFOAM
4
F FO
SEE 16, 17 & 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS
P1 604.97'
LCE
NO. C-13779
CE
90 MIN. FIRE-RATED DOORS
MIN. TYP.
42"
13' - 4 7/8"
17' - 10"
19' - 4"
CG CLEAR
7' - 9" 9"
11' - 10 3/4"
ED A RCH NS S EMP I A TA
T
HOIST BEAM
9 A708
STAMP
A708
CT TE ERIS K
9 A708
SEE 16, 17 & 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS
SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400 (TYP.)
4
F FO
ST A
15' - 1" MIN. - 17' - 1" MAX
LCF
FOF
MARKET GROUND FLOOR 618.38'
SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400
"
. YP .T MIN 42"
CAB HEIGHT
LINE OF FUTURE FINISHED FLOOR
6 2' -
LCF
F FO
R EA CL
" -0 17' R EA CL
9' - 9"
ROOF 702.82'
CAB HEIGHT
T.O. PARAPET 705.32'
Sim
6"
" -0 17' R EA CL
13' - 1" MIN. - 15' - 1" MAX.
MEZZANINE LEVEL 628' - 10 9/16"
20' - 0 1/2"
10' - 0"
24 A915
10'
C3
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
CG
0"
F FO
HOIST BEAM (SEE STRUCT. DWGS.)
14'
F FO
HOIST BEAM (SEE STRUCT. DWGS.)
PROVIDE ELEVATOR HOISTWAY VENTING AS REQUIRED. THE AREA OF THE VENT SHALL NOT BE LESS THAN 3 1/2% OF AREA OF ELEVATOR SHAFT. PROVIDE A MINIMUM 3 SQ. FT. PER 2013 CBC SEC. 3004. TYPICAL
FOF
CLEAR
DE Architects AIA
"
A
LC12
NI
14 A909
C1
Sim
R
LC14
L IC E DONA
LC12
"
C3
ELEVATOR #2 GROUND FLOOR ENLARGED PLAN 1/4" = 1'-0"
ELEVATOR #1 GROUND FLOOR ENLARGED PLAN 1/4" = 1'-0"
3
C1 LC14
L9
LC12
LC14
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
L7
FIFTH FLOOR 670.42'
6' - 11"
FOF
C3
FOF
10' - 3"
LG
LCF
1' - 6"
1' - 6"
FOF
FOF
"
" -0 17' R EA CL
11"
FOF
LG
F FO
F FO
FOURTH FLOOR 660.17'
6"
R EA CL
6 2' -
LCF
F FO
10'
CG
F FO
CLEAR
FOF
SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400 (TYP.)
4
10' - 3"
F FO
9
9
9
9
A708
A708
A708
A708
A708
CLEAR
17' - 10"
CLEAR
17' - 10"
19' - 4"
CLEAR
NO STOP
F FO
TYP.
F FO
11' - 6"
"
SEE 16, 17, 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS
0 4' -
SEE 16, 17 & 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS
F FO " -0 17' R EA CL
3' - 6" MIN.
17' - 10"
CLEAR
CLR.
90 MIN. FIRE-RATED DOORS AND SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400
"
THIRD FLOOR 649.92'
5' - 2"
CE
0 4' -
17' - 10"
CG 90 MIN. FIRE-RATED DOORS AND SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400
4
FOF
LCE
FOF
LCE
LCE
FOF
A708
LCE
FOF
C1
FOF
FOF
FOF
FOF
7' - 2 1/2"
CE
6 2' -
6' - 11"
9' - 6 1/2"
MEZZANINE LEVEL 628' - 10 9/16"
C3 LC14
L9
LC12
ELEVATOR #2 3RD-7TH FLOOR ENLARGED PLAN 1/4" = 1'-0"
6
LC14
L9
ELEVATOR #2 P1 ENLARGED PLAN 1/4" = 1'-0"
2
ELEVATOR #1 P1 ENLARGED PLAN 1/4" = 1'-0" OF CE FA LL TO WA 9" MU C
C1 LC14 6' - 11"
LC12
L9
6' - 11"
FOF
FOF
ENLARGED ELEVATOR PLANS AND SECTIONS
FOF 14'
2"
10' - 0"
1' - 0"
LCE
FOF
LCE
A708
CLEAR
17' - 10"
FOF
CG
ELEVATOR PIT
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
F FO
LCE
FOF
FOF
FOF
FOF
5' - 0"
A708
6' - 6 1/2"
CLEAR
CLEAR
TREMCO SALTWATER PARASEAL BENTONITE SHEET MEMBRANE SALINE CONDITION DUAL WATERPROOFING SYSTEM, TYP.
LC12
LC14
LC12
L9
"
JOB NO. F FO
6' - 11"
0 2' -
6' - 11"
" -6 10' R EA CL
C1
DATE
CE
LC14
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
CE
4
BENTONITE WATER STOP CONTINUOUS
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
4
F FO
P2 594.97'
FOF
90 MIN. FIRE-RATED DOORS AND SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400 SEE 16, 17, 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS
SEE 16, 17, 18/A033 FOR ELEVATOR LOBBY CONTROL PANEL AND ELEVATOR CONTROLS DIMENSIONS & ELEVATIONS FOF
6"
A708
TYP.
3' - 6" MIN.
90 MIN. FIRE-RATED DOORS AND SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400
LCE
10'
9
CLEAR
17' - 10"
19' - 4"
19' - 4"
A708
17' - 10"
A708
CLEAR
3' - 6" MIN.
9
CLEAR
17' - 10"
9
" -0 17' R EA CL
TYP.
CH
SMOKE CONTAINMENT BARRIER: SMOKE GUARD M400 (TYP.)
3/9/2017 2:40:54 PM
SHEET TITLE
F FO
ELEV. CONTROL ROOM
NO STOP
FOF
P1 604.97'
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
LCF
1' - 6"
LCF
1' - 6"
LCF
1' - 6"
1' - 6"
FOF
A708
ELVATOR #2 SECTION 1/4" = 1'-0"
" 3/8
FOF
9
9
P15
CG
LCF
13' - 4 7/8"
CLEAR
Sim
5 8' -
FOF
LC15
BENTONITE WATER STOP CONTINUOUS
CH
6' - 6 1/2"
CLEAR
MARKET GROUND FLOOR 618.38'
LC14
FOF
10' - 6"
LC12
26 A915
"
CLEAR
6' - 6 1/2"
CLEAR
L7
10
" '-6
R EA CL
F FO
8 1/2"
"
F FO 10
Bath at L-A3 sim3 638.42'
0 2' -
LANKERSHIM + otsego
6' - 6 1/2"
FOF
7' - 11"
SCALE
1501 03-03-2017 As indicated
SHEET NO.
8
ELEVATOR #2 SECOND FLOOR ENLARGED PLAN 1/4" = 1'-0" (MEZZANINE SIMILAR)
5
ELEVATOR #2 P2 ENLARGED PLAN 1/4" = 1'-0"
1
ELEVATOR #1 P2 ENLARGED PLAN 1/4" = 1'-0"
A708
05G10 05G10.1 07F3
07J10
05G10
26 A903
05G10
17 A909
42"
07J10 42"
14 A909
26 A903
Sim
42" SURFACE MOUNTED GLASS GUARDRAIL 42" SURFACE MOUNTED ETCHED GLASS GUARDRAIL UPI POLYURETHANE PEDESTRIAN COATING (LARR 25261) - W/MONTEREY SAND AGGREGATE AND CLEAR COAT, OR APPROVED EQ. ROOF PEDESTAL PAVER SYSTEM, BY TILE TECH PAVERS OR APPROVED EQ, - SINGLE PLY ROOFING SYSTEM BELOW. (REF. LANDSCAPE DWGS.)
07J10
UPPER TERRACE 692.25'
UPPER TERRACE 692.25'
UPPER TERRACE 692.25'
SEVENTH FLOOR 690.92'
SEVENTH FLOOR 690.92'
SEVENTH FLOOR 690.92'
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
7 A904
Sim
26
26
A901
Sim
29
Sim
26 A901
A901
A901
Sim
STAMP
L IC E DONA
CT TE ERIS K
ED A RCH NS S EMP I A TA
E
MIN. TYP.
42"
OF
R
T
05G10.1
NI
ST A
REN. 6-30-17
A
NO. C-13779
CA L I F
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
SIXTH FLOOR 680.67'
SIXTH FLOOR 680.67'
SIXTH FLOOR 680.67' 32 A902
25 TYP.
25
TYP.
27 A906
G.W.B. SOFFIT TO MATCH STEP IN CEILING. CONTINUE FOR EXENT OF ENTIRE ROOM
A901
25
Sim
4 1/8"
17 A904 TYP.
A901
CEMENT PLASTER DROPPED SOFFIT
28
Sim
A901
A901
FIFTH FLOOR 670.42'
32 A902 4 1/8"
17 A904
25 TYP.
25
25
TYP.
28
CEMENT PLASTER DROPPED SOFFIT
A901
Sim
27 A906
TYP.
A901
Sim
Sim
G.W.B. SOFFIT TO MATCH STEP IN CEILING. CONTINUE FOR EXENT OF ENTIRE ROOM
A901
A901
MIN. TYP.
17 A904
25 A901
TYP.
25
TYP.
27
G.W.B. SOFFIT TO MATCH STEP IN CEILING. CONTINUE FOR EXENT OF ENTIRE ROOM
Sim
FOURTH FLOOR 660.17'
FOURTH FLOOR 660.17' 32 A902
Sim
25
TYP.
A901
A906
4 1/8"
42"
05G10.1
FOURTH FLOOR 660.17'
CEMENT PLASTER DROPPED SOFFIT
28
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
FIFTH FLOOR 670.42'
Sim
A901
A901
LANKERSHIM + otsego
FIFTH FLOOR 670.42'
MIN. TYP.
42"
05G10.1
THIRD FLOOR 649.92'
MIN. TYP.
42"
05G10.1
THIRD FLOOR 649.92'
THIRD FLOOR 649.92'
Sim
6
6
A902
4"
13 A903 Sim
A902
8 A904
6
Sim
Sim
A902
CEMENT PLASTER DROPPED SOFFIT
SHEET TITLE
WALL SECTIONS
Sim
42"
4 A911 07F3
MIN. TYP.
2 A911
05G10
Bath at L-A3 sim3 638.42'
6
Bath at L-A3 sim3 638.42'
Sim
6
WALL SECTION 03 1/2" = 1'-0"
6 A902
2
WALL SECTION 02 1/2" = 1'-0"
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
1
WALL SECTION 01 1/2" = 1'-0"
Sim
11 A904 THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
9/2017 2:41:02 PM
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
16 A903
A902
A902
3
Sim
Bath at L-A3 sim3 638.42'
1501 03-03-2017
SCALE SHEET NO.
1/2" = 1'-0"
KEYNOTES LEGEND
07E1 T.O. PARAPET 705.32'
14 A909
NO. 05G5
Sim
05G9 ROOF 702.82'
26
Sim
07F3
1' - 7 1/4"
Sim
29
07E1
23A9
A901
A901
DESCRIPTION 42" STEEL GUARDRAIL W/ METAL SALES T16E CORRUGATED PERFORATED METAL INFILL. KYNAR FINISH TO BE DETERMINED BY ARCHITECT 42" SIDE MOUNTED ETCHED GLASS GUARDRAIL KEE SINGLE PLY MEMBRANE ROOF ICC# ESR-1456 - SRI OF 78 OR BETTER - COOL ROOF (SEE SHEET A060) UPI POLYURETHANE PEDESTRIAN COATING (LARR 25261) - W/MONTEREY SAND AGGREGATE AND CLEAR COAT, OR APPROVED EQ. METAL GARAGE EXHAUST LOUVERED VENT - RUSKIN ELF375DX ALUMINUM OR APPROVED EQ. - 43% FREE OPENING (REF. MECH. DWGS.)
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
STAMP 05G9 07E1
13 A904
Sim
Sim 25
9 A909
TYP. 29
A901
Sim
E
OF
A
REN. 6-30-17
NI
10 A909
NO. C-13779
T
07F3
SEVENTH FLOOR 690.92'
Sim
ST A
7 A911
14 A909
R
33 A902
ED A RCH NS S EMP I A TA
T.O. PARAPET 705.32'
L IC E DONA
Sim
07F3
CT TE ERIS K
2 A911
TYP.
CA L I F
O
ROOF 702.82'
Sim
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
Sim
A901 Sim
26
Bath at L-A3 sim3 638.42'
A901
05G9
SIXTH FLOOR 680.67'
POOL DECK 695.92'
TYP. 29 A901
33 A902
SEVENTH FLOOR 690.92'
Sim
42"
A901
TYP.
05G9
MIN. TYP.
25
07F3
05G5
33 A902
TYP.
FIFTH FLOOR 670.42'
Sim 25
A901
TYP. 29 A901
A901
Sim TYP.
25 05G9 29
Sim
A901
A901 07F3
42"
05G5 FOURTH FLOOR 660.17'
25
MIN. TYP.
20 A903
07F3
SIXTH FLOOR 680.67'
TYP. 29
A901
Sim
A901 SIXTH FLOOR 680.67'
9 A904
10 A906
05G9 29 07F3
MARKET GROUND FLOOR 618.38' 25
28 A906
TYP.
Sim
A901
A901
21 A903
Sim
TYP.
25
05G5
THIRD FLOOR 649.92'
A901
TYP.
15 A903
15 A907
FIFTH FLOOR 670.42'
Sim
TYP.
25 16 A903
29
Sim
Sim
10 A906
LANKERSHIM + otsego
26
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
SEVENTH FLOOR 690.92'
A901
A901
28 A906 05G5
07F3
FIFTH FLOOR 670.42'
05G9
33 A902
TYP.
Bath at L-A3 sim3 638.42'
25
FOURTH FLOOR 660.17'
26 A904
TYP.
A901 TYP.
25 29
SOLID GALV. 22 ga MTL.
Sim
A901
A901
P1 604.97' 25 A904
3' - 6" CLR.
23A9
16 A903
Sim 07F3 15 A906 THIRD FLOOR 649.92'
24 A904
SHEET TITLE
WALL SECTIONS
26 7/8"
FOURTH FLOOR 660.17'
25
05G5
TYP.
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
DROPPED MTL. SOFFIT REF. ELEVATION7/8" CEMENT PLASTER FINISH
A901
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
P2 594.97' 17 A903
Sim
2 A911
1' - 0" 4 A911
Sim
CLR. 07F3 13 A904
THIRD FLOOR 649.92'
Sim
Sim
Bath at L-A3 sim3 638.42'
MARKET GROUND FLOOR 618.38' Sim 18 A904
3/9/2017 2:41:11 PM
28 A906
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
1501 03-03-2017
SCALE
WALL SECTION @ GARAGE 4 1/2" = 1'-0" DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
WALL SECTION @ EXTERIOR WALL 3 1/2" = 1'-0"
WALL SECTION @ BALCONIES 02 2 1/2" = 1'-0"
WALL SECTION @ BALCONIES 01 1 1/2" = 1'-0"
1/2" = 1'-0"
SHEET NO.
A803
L2
KEYNOTES LEGEND
14 A909
T.O. PARAPET 705.32'
Sim
4
PEDESTAL SYSTEM - OVER 10 MM RUBBER PAD (ECORE QT OR APPROVED EQ) CUT MATTING TO APPROX. SIZE OF PEDESTAL, TYP.
C2
NO. 05G10
KEE ROOFING SYSTEM
06A33 07J10
CONC. PAVER
23A14
ROOF 702.82'
DESCRIPTION 42" SURFACE MOUNTED GLASS GUARDRAIL WOOD JOIST ROOF SYSTEM ROOF PEDESTAL PAVER SYSTEM, BY TILE TECH PAVERS OR APPROVED EQ, - SINGLE PLY ROOFING SYSTEM BELOW. (REF. LANDSCAPE DWGS.) MECHANICAL EQUIPMENT PLATFORMS, TYP.
DE Architects AIA 1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
JOINT SEALANT & BACKER ROD 26
T.O. PARAPET 705.32'
Sim
A901
28 A904
CONC. COPING
Sim
POOL DECK 695.92'
SUPPORT PER POOL DWGS.
ROOF 702.82'
STAMP
5/8" PLYWOOD PER STRUCT. DWGS.
L IC E DONA
STAINLESS STEEL POOL
7 A911
RIP JOIST PER STRUCT. DWGS.
Sim
CLAD MTL. COUNTER FLASHING
RAISED FLOOR JOIST PER STRUCT. DWGS.
10 A909
Sim
Sim
A
NI
R
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
SEVENTH FLOOR 690.92'
UPPER TERRACE 692.25'
2" CONC. TOPPING SLAB PER POOL DWGS.
SEVENTH FLOOR 690.92'
SEE STRUCT. DWGS.
1" NEOPRENE PAD
44 1/2"
STAINLESS STEEL CONTAINMENT
4 A807
8 25
1' - 8 1/2" 4 A807
SECTION @ MECHANICAL EQUIPMENT SCREEN 2 1/2" = 1'-0"
Sim
N.T.S.
1' - 8 1/2"
PEDESTAL PAVING SYSTEM
STAINLESS STEEL SPA
TYP.
A901
LD
LA
SEVENTH FLOOR-K 687.42'
2" CONCRETE LEVELING BED, OVER 1" NEOPRENE PAD, OVER STEEL CONTAINMENT- SLOPED TO DRAIN - OVER PLYWOOD SHEATHING (PER STRUCTURAL)
FIFTH FLOOR 670.42'
7 A911
05G10
07J10
TYP.
6' - 6"
A901
23A14
5 A911
44 1/2"
Sim
Sim
Sim
1' - 9 1/2"
V.I.F.
3' - 10"
10 A909
SPA SECTION - BUILDING 2 1/2" = 1'-0"
POOL DECK 695.92'
4 A909 11 A909
3
06A33
7' - 10"
25
Sim
LANKERSHIM + otsego
SIXTH FLOOR 680.67'
Sim
FIRE RATING
POOL/SPA TO DECK TRANSITION DETAIL
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
4
STEEL TUBE FRAME WINDOW CANOPY 18 ga. 3/32" ROUND, 5/32" STAGGERED GLAV. PERFORATED METAL. TYP.
CA L I F
STEEL C-CHANNEL PER POOL DWGS.
2' - 9 5/8"
6' - 5"
2' - 6"
A901
OF
FLOOR JOIST PER STRUCT. DWGS.
10 3/8"
25
11 A909
4 A909
Sim
V.I.F.
10 A907
07J10
TYP.
Sim
4 A909
E
KEE ROOFING SYSTEM
CONDENSER UNITS, TYP.
SEVENTH FLOOR 690.92'
REN. 6-30-17
T
5 A911
NO. C-13779
STRUCT. SUPPORT WATERPROOF PENETRATIONS PER MANUF. RECOMMENDATIONS, TYP. PER STRUCT. DWGS
ST A
86 1/2"
POOL
Sim
CT TE ERIS K
ED A RCH NS S EMP I A TA
4 A807
Sim
1' - 10 1/2"
4 A807
Sim
POOL DECK 695.92'
UPPER TERRACE 692.25'
SEVENTH FLOOR 690.92'
FOURTH FLOOR 660.17' SEVENTH FLOOR 690.92'
25
TYP.
A901
SECTION @ MECHANICAL EQUIPMENT SCREEN 1/2" = 1'-0"
86 1/2"
7
2" CONCRETE LEVELING BED, OVER 1" NEOPRENE PAD, OVER STEEL CONTAINMENT- SLOPED TO DRAIN OVER PLYWOOD SHEATHING (PER STRUCTURAL)
2 7 A911
SPA SECTION - BUILDING 1 1/2" = 1'-0"
SHEET TITLE
POOL SECTIONS & DETAILS
Sim
PEDESTAL PAVING SYSTEM 34 A904
1' - 8 1/2"
1' - 8 1/2"
4 A807
STAINLESS STEEL POOL
4 A807
Sim
17 A902
POOL DECK 695.92'
THIRD FLOOR 649.92'
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
1' - 0"
15 A902 UPPER TERRACE 692.25'
SEVENTH FLOOR 690.92'
2" CONCRETE LEVELING BED, OVER 1" NEOPRENE PAD, OVER STEEL CONTAINMENT- SLOPED TO DRAIN - OVER PLYWOOD SHEATHING (PER STRUCTURAL)
3/9/2017 2:41:31 PM
4 A911 Bath at L-A3 sim3 638.42'
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
STAINLESS STEEL POOL
SCALE
00000 Section 125 6 1/2" = 1'-0" DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
POOL SECTION - BUILDING 1 1 1/2" = 1'-0"
1501 03-03-2017 As indicated
SHEET NO.
A807
BOLTS PER STRUCTURAL @ 9" O.C., TYP.
BOLTS PER STRUCTURAL @ 9" O.C., TYP.
FIRE CAULKING, TYP. CMU WALL WITH REINFORCEMENT PER STRUCTURAL
REFERENCE 21/S105
NO
RE HE S R NE TE S FA
1/2"
RS NE E ST FA
1/2" x 1 1/2" FLAT STEEL BAR, TYP. ANCHOR TO WALL TYP.
FIRE CAULKING, TYP. CMU WALL WITH REINFORCEMENT PER STRUCTURAL
NO
VARIES
RE HE
STRUCTURAL PODIUM SLAB
8" MIN.
1/4" x 2 1/4" FLAT STEEL BAR
IMPORTANT: CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION REGARDING PLYWOOD SHEATHING, FRAMING/BLOCKING AND SHEET METAL INSTALLATION REQUIREMENTS
4"
IMPORTANT: CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION REGARDING PLYWOOD SHEATHING, FRAMING/BLOCKING AND SHEET METAL INSTALLATION REQUIREMENTS
NOTE: INTERRELATED EDGE AND PERIMETER FLASHING NOT SHOWN FOR CLARITY
3/4" GYPCRETE
A902
SLOPE
FIRE RATING
WALL / FURRED ROOF TRANSITION DETAIL
26
20" MAX.
FRTW 2X DBL TOP PLATE
FRTW PLYWOOD SHIM
PLYWOOD SHEATHING PER STRUCT.
2 LAYERS OF 5/8" GYP. BD.
FRTW PLYWOOD PER STRUCT.
24 GAUGE BONDERIZED SHEET METAL
6" MIN.
6
5/8" EXTERIOR GYP. BD.
FASTENERS 1/2" MIN. ABOVE DECK ON VERTICAL LEG, TYP.
1/2" FIELD VERIFY
A901
CORRUGATED METAL PANEL BUILDING PAPER OVER 1 LAYER TYVEK
N.T.S.
FIRE RATING
DOOR THRESHOLD FLASHING DETAIL
25
N.T.S.
5/8" EXTERIOR GYPSUM SHEATHING PLYWOOD PER STRUCT. DWGS. METAL FASTENER
19
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF CHANNEL SCREED METAL FASTENER FRY REGLET CHANNEL SCREED (3/4" U.N.O. IN ELEVATIONS) CONTRACTOR TO PROVIDE T-INTERSECTIONS, CROSS INTERSECTIONS & OUTSIDE/INSIDE CORNER SECTIONS AS REQUIRED.
3/4"
7/8" CEMENT PLASTER OVER 3.4 LB METAL LATH OVER 2 LAYERS OF TYPE D PAPER FIRE RATING
GUARDRAIL AT ROOF DETAIL, TYP
N.T.S.
14
FIRE RATING
CEMENT PLASTER CONTROL JOINT, TYP.
N.T.S.
2x WOOD FRAMING PER STRUC.
PLYWOOD SHEAR WHERE OCCURS (SEE STRUCTURAL 1/2" PLY. AT ALL METAL PANELS, TYP.) 5/8" EXTERIOR GYP. BOARD AT ALL METAL PANELS, TYP.
OUTSIDE CORNER FLASHING TO MATCH COLOR AND GAUGE OF CORRUGATED METAL PANELS
1"
LAP SELF-ADHERING
8" MIN.
N.T.S.
18
J-METAL 5/8" STUCCO OVER BUILDING PAPER TO BE FLUSH WITH 7/8" CEMENT PLASTER
EXTERIOR
GYP BOARD 3/8"
METAL FASTENER
J-METAL CAULKING AND BACKER ROD 12" CONCRETE SHEAR WALL PER STRUCTURAL MTL. STUD WALL PER STRUCTURAL INSULATION
8" CMU WALL PER STRUCTURAL
2 COAT CEM. PLASTER OVER 3.4 LB MTL. LATH TYP. CMU WALL
PAINTED 24 GA. GALVANISED SHEET METAL COPING OVER FTR FLASHING PER MANUF. RECOMENDATIONS
MTL. WEEP SCREED
SELF ADHERED SHEET MEMBRANE OVER AND UNDER WEEP SCREED (PRIMER FIRST)
STUCCO OVER 3.4 LB METAL LATH OVER PAPER BACKING
JOINT SEALANT & BACKER ROD
9
7" STUCCO SCREED (WEEP SCREED)
24 GA. GSM L FLASHING SET IN BED OF CAULK
BED OF CAULK FIBER MESH BEAD OF CAULK
FIRE RATING
N.T.S.
20 GA. CONTINUOUS METAL CLEAT NAILED AT 24" O.C.
FIRE RATING
HORIZONTAL SOFFIT VENT/DRIP EDGE
WALL INSULATION PER TITLE 24 AND ACOUSTICAL SPECS
N.T.S.
3" MIN. WEEP
1/2" MIN.
FOOTING PER STRUCTURAL
3
FIRE RATING
FOUNDATION WEEP SCREED AT GRADE
N.T.S.
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS)
PLYWOOD SHEAR PANEL WHERE OCCURS, SEE STRUCTURAL
5/8" EXTERIOR CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
7/8" STUCCO OVER BUILDING PAPER & WOVEN WIRE MESH
23
CONCRETE SUBSTRATE AT CMU WALL
FIRE RATING
N.T.S.
METAL PANEL
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FASCIA
3"
22ga METAL FASCIA 12" STEEL C-CHANNEL PAINTED TO MATCH COLOR PMS 2188
7/8" EXT. CEM. PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER (PRIME PLYWOOD FIRST) STUD WALL
BED OF APPROVED SEALANT, TYP.
FASTENER WITH SELFADHERED MEMBRANE COVERING HEAD OF FASTENER BEAD OF CAULK, TYP.
24 GA STUCCO SCREED
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF WEEP SCREED PEDESTAL SYSTEM (SEE. LANDS. DWGS.) - OVER 10 MM RUBBER PAD (ECORE QT OR APPROVED EQ) CUT MATTING TO APPROX. SIZE OF PEDESTAL, TYP.
BED OF CAULK
RIP JOIST
13
1/4" MAX. GAP
24 GA. GSM L FLASHING
IMPORTANT: CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION REGARDING CONCRETE/MASONRY SUBSTRATES AND INSULATION INSTALLATION REQUIREMENTS
4" MIN FLASHING
CONCRETE
SEE DIAGRAM A BELOW
N.T.S.
SHEET TITLE
EXTERIOR DETAILS
TOP OF HARDSCAPE
WATERPROOFING MEMBRANE, SEE WATERPROOFING SPEC. FOLLOW MANUFACTURER'S INSTALLATION SPEC. ATTACH SHEET METAL FLASHING TO CONC. SLAB W/ EXPOXY GLUE OR EQUAL
FOOTING PER STRUCTURAL
2
FOUNDATION WEEP SCREED AT HARDSCAPE
FIRE RATING
N.T.S.
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
1/16"
PLYWOOD PER STRUCT. DWGS. 5/8" DENSGLASS
KEE ROOFING ADHERED TO CLAD MTL
1/8" RADIUS • T.C.J. TOOLED CONTROL JOINT
BED OF CAULK FIBER MESH BEAD OF CAULK
FIRE RATING
STUCCO WALL @ ELASTOMERIC DECK
CONC. SLAB, SEE SCHEDULE FOR FINISH
RIP JOIST UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS.)
1/2"
CONC. FLOOR
MTL. WEEP SCREED
BED OFOF APPROVED BED CAULK SEALANT, TYP.
20ga L CLIP
7/8" CEMENT PLASTER OVER 3.4 LB METAL LATH OVER BUILDING PAPER
24 ga MTL WEEP SCREED
5/8" EXTERIOR GYPSUM SHEATHING
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FLASHING 7" STUCCO SCREED (WEEP SCREED)
SELF-ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF Z-METAL FLASHING AND STUCCO STOP
2" MIN. @ CONC. DECK 4" MIN. @ GRADE
CLAD METAL
PLYWOOD SHEAR PANELING AT SHEAR WALLS
DRYWALL INTERIOR FINISH
BUILDING PAPER TO EXTEND OVER SELF-ADHERED MEMBRANE
SELF ADHERED FLASHING OVER AND UNDER LEADING EDGE OF WEEP SCREED
CONDITION THIS SIDE NOT SHOWN
BLKG 1/8"
7/8" CEMENT PLASTER OVER 3.4 LB METAL LATH OVER BUILDING PAPER
BUILDING PAPER ATTACH SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF SHEET METAL FLASHING AND STUCCO SCREED AS SHOWN A MINIMUM OF 6" 26 GA. SHEET METAL FLASHING (L-METAL)
FLASHING
N.T.S.
LINE OF STEEL TUBE BEYOND
METAL FRAMING INFILL, TYP.
WEEP SCREED
CMU PER PLANS
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF WEEP SCREED
4" MIN.
9" STRUCTURAL SEPARATION
WOOD NAILER
JOINT SEALANT & BACKEROD
BEAD OF APPROVED SEALANT AT END OF SELF ADHERED MEMBRANE, TYP.
FRY REGLET OR EQUAL SOFFIT VENT PCS-100-V-100 CONTINUOUS SOFFIT VENT
SELF-ADHERING MEMBRANE
IMPORTANT: CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION REGARDING CONCRETE/MASONRY SUBSTRATES AND INSULATION INSTALLATION REQUIREMENTS
FIRE RATING
2"
1/2" METAL FURRING CHANNEL
MIN. 2" MIN.
FASTENER WITH SELFADHERED MEMBRANE COVERING HEAD OF FASTENER
1/4"
INTERIOR
VERCO 1.5" PLB DECK
METAL PANEL POWDER COATED WITH COLOR TO MATCH PMS 2188
2"
METAL FLASHING
2x_ WOOD FRAMED PARAPET WALL
6" MIN.
CONCRETE
4" MIN FLASHING
RIGID FOAM - SLOPED 2% MIN.
NEOPRENE GASKET
WATERSTOP
SELF-ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF Z-METAL FLASHING AND STUCCO STOP
5/8" EXTERIOR GYPSUM SHEATHING
P.T. SILL PLATE PER STRUCTURAL
3'-6" MIN.
SEALANT, TYP.
24ga. MTL. FLASHING SET IN BED OF CAULKING JOINT SEALANT & BACKEROD
BUILDING PAPER TO EXTEND OVER SELFADHERED MEMBRANE
FRY DRIP SCREED MODEL #DS-875
7/8" CEMENT PLASTER, OVER 3.4 LB. METAL LATH, OVER BUILDING PAPER SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF MTL. FLASHING
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
24ga MTL. FLASHING BED OF APPROVED SEALANT BED OF APPROVED SEALANT, TYP.
1/4"
N.T.S.
29
5/8" EXTERIOR CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
7/8"
7/8" EXTERIOR CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
8
N.T.S.
CONCRETE / CMU PER PLANS
PLYWOOD AT SHEARWALLS ONLY (SEE STRUCT. DWGS) SEE STRUCTURAL DWGS. FOR ROOF/FLOOR FRAMING
10"
FIRE RATING
4
FIRE RATING
WATERPROOF MEMBRANE AT CONCRETE DECK/WALL
WEEP SCREED
2"
1/4"-14 x 7/8" STITCH (1'-0" O.C.)
BED OF APPROVED SEALANT, TYP.
STUD WALL PER STRUCT. DWGS @ 16"O.C. U.N.O.
BED OFAPPROVED CAULK BED OF
18" CONCRETE SHEAR WALL PER STRUCTURAL
4" MIN. FLASHING
STUCCO TO GYP BOARD JOINT
VERIFY LOCATION w/ ARCH.
1/4" PER 12" MIN.
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS.)
6" MIN. FLASHING
SINGLE BEAD TAPE SEALANT, TYP.
SLOPE TO DRAIN
CONC. FLOOR
METAL FASTENER
SLOPE 1/4" PER FT. OR 2%
SELF ADHERING MEMBRANE
5/8" TYPE 'X' GYPSUM BOARD
OUTSIDE CLOSURE
2" MIN. @ CONC. DECK 4" MIN. @ GRADE
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF J-METAL., TYP.
PLYWOOD SHEATHING (WHERE OCCURS, SEE STRUCT. DWGS.)
N.T.S.
2 LAYERS OF TYPE D PAPER
J-METAL BUTYL TAPE
24 GA. BONDERIZED SHEET METAL FLASHING FIBER MESH
CAULKING
#12-14 X 1-1/4" SD (1'-0" O.C.)
BED OF CAULK
2x_ BLOCKING PER STRUCT.
2 LAYERS TYPE 'X' GYPSUM BOARD 5/8" METAL FURRING CHANNEL
1' - 0 1/8"
24
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS)
6"
CORRUGATED METAL PANELS OVER 30# FELT
7/8" CEMENT PLASTER OVER 3.4 LB METAL LATH AND BUILDING PAPER SELF-ADHERING MEMBRANE OVER AND UNDER J- METAL 5/8" EXTERIOR GYPSUM BOARD
N.T.S.
N.T.S.
24 GA STUCCO WEEP SCREED
2" MIN.
NOTE: ALL DETAILS SIM. FOR VERTICAL & HORIZONTAL APPLICATION.
31
FIRE RATING
DUCT FLASHIONG AT BUILT-UP ROOF, TYP
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF WEEP SCREED
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FLASHING
3"MIN.
N.T.S.
FIRE RATING
PLYWOOD DECK EDGE METAL DETAIL
2x RIP STRIP
CA L I F
CONC. OR CONC. BLOCK, SEE STRUCTURAL
5/8" EXTERIOR GYP. SHEATHING
IMPORTANT: CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION REGARDING CONCRETE SUBSTRATES, CONSTRUCTION JOINTS, SHEET METAL INSTALLATION, AND CONCRETE/ MASONRY RELATED REQUIREMENTS
NOTE: DO URETHANE SEALANT LAST - LET CURE 24 HOURS PRIOR TO FOOT TRAFFIC
FIRE RATING
PLYWOODDECK
OF
J-METALS
BED OF APPROVED SEALANT
PARASEAL SYSTEM
WATERPROOFING @ ADJ SLAB ON GRADE
7/8" STUCCO FINISH OVER 3.4LB MTL. LATH & BLDG. PAPER
3'-6" GUARDRAIL MIN.
DECK SLAB
TPO SINGLE PLY ROOFING MEMBRANE PER MANUFACTURERS RECOMMENDATIONS
SEAL GUARD AT ALL PLYWOOD SEAMS
COMPACTED SUBGRADE
FRY REGLET DRIP SCREED SELF-ADHERING MEMBRANE OVER & UNDER FIRE RATING
SLAB ON GRADE
PARASEAL TERMINATION BAR
FRY REGLET DRIP SCREED
CORRUGATED PANEL STUCCO SOFFIT
EPOXY/SAND MIXTURE FEATHERED TO 0"
STUCCO CORNER MESH
1 2_"MIN. 2
24 GA. MTL FASTENERS
FIBER MESH
4" MIN.
PARASEAL MASTIC
APPLY SIMILAR TRANSITION DETAIL AT CEILING, TYP.
2x_ STUDS (SEE STRUCTURAL DWGS.)
LOPE
20 GA. CONTINOUS METAL CLEAT NAILED AT 24" O.C.
BEAD OF CAULK
2"
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF MTL. FLASHING
26 GA. BONDERIZED SHEET METAL FLASHING SET IN APPROVED EPOXY
2" MIN.
1/4" TO 3/8"
CAULKING, TYP.
2 X WOOD CURB
NAILS
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS.) TOP COAT ONLY
8" MIN.FLASHING
PLYWOOD SHEATHING PER STRUCT. BUTYL TAPE
1/2" TO 3/4" MAX.
METAL COUNTERFLASHING SECURED USING EPDM WASHERED FASTENER @ 12 O.C. & BUTLY TAPE
URADEK LARR 25261
2" MIN.
5/8" DENSGLASS
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS.) TOP COAT
2% MIN. S
ELASTOMERIC SEALANT
POURABLE SELF-LEVELING URETHANE SEALANT AT 2:1 WIDTH/DEPTH RATIO W/ BACKER ROD
3"
BUILDING PAPER OVER 1 LAYER OF TYVEK
3/9/2017 2:41:58 PM
2X STUDS 5/8" TYPE X G.W.B.
5/8" EXTERIOR GYPSUM SHEATHING
S.S. CLAMP
E
5/8" (2 COAT) STUCCO OVER CMU EXTERIOR OR CONC.
SHEET METAL DUCT
CORRUGATED METAL PANELS
5
WATERPROOF MEMBRANE WITH REINFORCING MESH OVER SHEET METAL FLASHING SET IN SEALANT
PLY. SHEATHING PER STRUCT.
1"
NOTE: ALL DETAILS SIM. FOR VERTICAL & HORIZONTAL APPLICATION.
33
N.T.S.
REN. 6-30-17
FIRE RATING
WATERPROOF MEMBRANE DECK/WALL
ALIGN
N.T.S.
FIRE RATING
10
SEALANT
6X BLK'G.
2 HR FLOOR TO BALCONY INTERSECTION, TYP
FIRE RATING
PLYWOOD AT SHEARWALLS ONLY (SEE STRUCT. DWGS)
4"
FIRE RATING
J-METAL
STUCCO TO GYP BOARD JOINT
NO. C-13779
2 LAYERS OF 5/8" EXT. GRADE PLYWOOD 24 GA. BONDERIZED SHEET METAL FLASHING BED OF APPROVED SEALANT, TYP.
FLASHING
INSULATION PER T-24
LAG SCREWS
BUTYL TAPE
METAL PANEL FASTNER DETAIL
N.T.S.
4" MIN.
WEEP SCREED DO NOT DAM DRIP EDGE WEEP HOLES
J-METAL
18" U.N.O. ON ROOF PLANS
NO FASTENERS ON HORIZONTAL SURFACE UNLESS COVERED BY W.P., TYP.
4" MIN.
2" 2"
FASTENER AS REC. BY MANUF.
15
NOTES: 1. SEE OTHER DRAWINGS FOR WALL ASSEMBLY 2. INSTALL SCREED OVER CONTINUOUS PAPER BACKING. 3. INTERRUPT LATH AND INSTALL OVER FLANGE OF SCREED. 4. WIRE-TIE CONTROL JOINT TO LATH. 5. SEAL ALL CONTROL JOINT INTERSECTIONS AND CONNECTIONS WITH SILICONE SEALANT.
"PRE MOLDED" FLASHING
VARIES
BLOCKING AS NEEDED
N.T.S.
FIRE RATING
RAMP TO PEDESTAL TRANSITION DETAIL
ED A RCH NS S EMP I A TA
MIN.
5/8" GYP. BOARD
FIRE RATING
FINISHES ON THIS SIDE NOT SHOWN
2x_ STUDS (SEE STRUCT. DWGS)
20" MAX.
5/8" DENSGLASS
METAL FASTENER
RIP JOIST
2" x 2" SQ. TUBE HORIZONTAL RAILS, TYP. SEE STRUCT 2" x 2" OR 3" x 3" SQ. TUBE PER STRUCT DWGS.
42" MIN.
(5) FRTW 2X BLOCKING
HEIGHT VARIES 1/2" MINIMUM
4" MIN.
7/8" STUCCO
METAL FASTENER
JOINT SEALANT & BACKER ROD
WALL END TO DECK EDGE TRANSITIONAL FLASHING, TYP
20
N.T.S.
GYP BOARD
3/8"
1
STUD WALL PER STRUCT. @ 16"O.C. U.N.O.
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF JMETAL, TYP.
SINGLE PLY ROOFING PER MANUF. REC. SELF ADHERED FLASHING MEMBRANE
WALL INSULATION PER TITLE 24
4" MIN.
2X RIPPED JOISTS TO DRAIN. PER STRUCT 2 LAYERS OF PLYWOOD PER STRUCT.
24 ga. METAL FLASHING
BLKG FRTW 2X SILL PLATE
STUCCO OVER 3.4 LB METAL LATH OVER PAPER BACKING
20 ga. EDGE METAL
5/8" GYPSUM EXT. SHEATHING
STAMP
N.T.S.
7/8" STUCCO OVER 3.4 LB. METAL LATH AND BUILDING PAPER. BUILDING PAPER LAPS OVER WEEP SCREED. SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF MTL. FLASHING. - EXTEND BEYOND FLASHING (MIN. 2") SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF WEEP SCREED BEAD OF CAULK FIBER MESH UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER F.F. MANUF. SPECS.)
2 3/16"
URADEK
5/8" EXTERIOR GYPSUM SHEATHING
SHAPED 4 X
A901
WEEP SCREED
1/4" MAX. GAP
RIP JOIST
FRY REGLET DRIP SCREED
6
4" MIN.
EQ EQ
FASTNER AS REC. BY MANUF. BLOCKING AS NEEDED
CORRUGATED METAL PANEL CORNER DETAIL
6
PLYWOOD AT SHEARWALLS ONLY (SEE STRUCT.) PLYWOOD AT SHEARWALLS ONLY (SEE STRUCT. DWGS.)
PLY SHEATHING
METAL FASTENER
N.T.S.
MTL. PLATE LAP, TYP.
30
N.T.S.
55 STC PER CALIF. OFFICE OF NOISE CONTROL 1980 SECTION 2.3.2.1.1.1 MIN. 6" THICK FIRE RATING
STRUCTURAL CONCRETE FLOOR, TYP.
2"
SELF ADHERED FLASHING MEMBRANE WATERPROOFING IS TO BE INTERFACED WITH TRANSITIONAL FLASHING IN A WATERTIGHT SHINGLE FASHION
6"
SEALANT TAPE, TYP.
11
2x_ STUDS
BED OF CAULK UNDER & OVER MTL. FLASHING
24GA. WALL END TRANSITIONAL SHEET METAL FLASHING
SELF ADHERED FLASHING MEMBRANE- OVER AND UNDER DRIP SCREED LEADING EDGE
INTERIOR
BEAD OF CAULK O/ EDGE MTL. FIBER MESH
4"
2X SOLID BLKG.
FRY REGLET SOFFIT VENTS OR APPROVED EQ.
N.T.S.
MEMBRANE 6" MIN. OVER PARAPET WALL ON EITHER SIDE
SCISSOR LIFT DEPRESSION
EXTERIOR BALCONY
8" MIN.
8" MIN.
CONCRETE FLOOR (SEE STRUCT. DWGS.)
FIRE RATING
SCISSOR LIFT PIT EDGE
10"
7/8" CEMENT PLASTER OVER 3.4 LB METAL LATH OVER BUILDING PAPER
STRUCTURAL SLAB
1' - 4" 1' - 0"
STRUCTURAL SLAB
METAL FRAMING
BUTYL TAPE
32
16
PEDESTAL SYSTEM (SEE LANDS. DWGS) - OVER 10 MM RUBBER PAD (ECORE QT OR APPROVED EQ) CUT MATTING TO APPROX. SIZE OF PEDESTAL, TYP. URADEK SYSTEM BED OF CAULK
CURB ANGLE
NOTE: ALL DETAILS SIM. FOR VERTICAL & HORIZONTAL APPLICATION.
34
N.T.S.
STEEL PLATE
9"
1' - 0"
21
N.T.S.
FIRE RATING
SHAFT AT SEVENTH FLOOR KLUMP ROOF DECK
3"
STEP IN STRUCTURAL SLAB TO ACCOMMODATE SCISSOR LIFT
35
TYPICAL FENCE DETAIL
FIRE RATING
STC. AND TEST NO.
N/A 4 HR / 7" THICK 1. 6", 8", 10", 12", 14", 16", OR 18" VARIES SEE 3 HR / 6.2" THICK STRUCTURAL CONCRETE STRUCT. 2 HR / 5" THICK DECK IN TYPE I 1 HR / 3.5" THICK CONSTRUCTION, SEE STRUCTURAL DWGS. PER TABLE 7.21.1(2) SILICEOUS AGGREGATE CONCRETE
WOOD STUD TREMCO 250 GC WALL PER HIGH BUILD SYSTEM STRUCT. WITH DRAIN MAT FIBERGLASS MESH EMBEDDED IN MEMBRANE
TOPPING SLAB W.P DETAIL, TYP
FIRE RATING
T
1' - 4"
27
FIRE RATING
DOOR PAN FLASHING DETAIL,TYP
PLYWOOD SHEATHING
F.O.S. NOMINAL THICK. (INCHES)
ST A
3"
STEEL PLATE 3" x 3" x 1/4" CURB ANGLE, ALL JOINTS WELDED SECURELY. PROVIDE 3" STUDS AT 18" O.C., TYP. AT ALL ANGLES FUTURE MARKET FLOOR FINISH
N.T.S.
FIRE RATING
ACTUAL THICKNESS (INCHES)
COMPONENT DESCRIPTION
CT TE ERIS K
36
FIRE RATING
SECTION
5/8 EXT. GYP. SHEATHING
24 GA. GSM L-FLASHING
EDGE
NON-BEARING CMU - TOP OF WALL AT STRUCTURAL SLAB
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
STUCCO OVER 3.4 LB METAL LATH OVER PAPER BACKING
TREMCO 250 GC MEMBRANE
2 1/4" SQUARE POST
FIELD
DE Architects AIA
2 x BLOCKING
1/2"
5" DEPRESSION
STEEL ANGLE PER STRUCTURAL @ 4' - 0" O.C., TYP.
2' - 6"
STEEL ANGLE PER STRUCTURAL @ 4' - 0" O.C., TYP.
6' - 0"
1" GAP TYP.
FASTENERS 12 " MIN. ABOVE DECK
SELF-ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF J-METAL,TYP.
A
JOINT SEALANT FOAM BOARD
J-METAL
NI
4" MIN.
PROTECT FROM DAMAGE
INTEGRAL COLOR CONCRETE AT PODIUM TOPPING SLAB
R
PROTECT FROM DAMAGE
JOINT SEALANT
MTL. WEEP SCREED
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
6"
6" OR 8" OR 10" OR 12" STRUCTURAL DECK IN TYPE I CONSTRUCTION. SEE STRUCTURAL DWGS.
L IC E DONA
FIELD VERIFY
SLOPED CONCRETE CAP
8" MIN. FLASHING
ANCHOR TO WALL TYP.
SELF ADHERED FLASHING UNDER AND OVER WEEP SCREED LEADING EDGE (PRIMER FIRST)
24GA. SHEET METAL DOORPAN FLASHING
PER PLAN
2 LAYERS OF TYPE D PAPER 7/8" CEM. PLASTER OVER 3.4 LB MTL. LATH
SCREED
4 3/4" TYP.
SHEARWALL PER STRUCT. DWGS.
1" x 2 1/4" FLAT STEEL BAR
1/4" THICK x 12" WIDE PL @ 4' - 0" O.C. PER STRUCTURAL
LANKERSHIM + otsego
7" MIN.
CONCRETE SLAB PER STRUCTURAL
2"
2" TYP.
CONCRETE SLAB PER STRUCTURAL
SET MTL. FLASHING IN BED OF CAULKING
JOB NO. DATE
BEAM PER STRUCT.
• S.C.C.J. SAW CUT CONTROL JOINT
CONC. SLAB, SEE SCHEDULE FOR FINISH
DIAGRAM A NOT TO SCALE (REFERENCE ONLY)
4" MIN. (FLASHING)
BED OF APPROVED SEALANT, TYP.
NOTE: CEMENT PLASTER SHALL BE FLUSH WITH CONCRETE WALL. CONTRACTOR SHALL ADJUST FRAMING ACCORDINGLY.
SCALE
1501 03-03-2017 As indicated
SHEET NO.
28
METAL CANOPY DETAIL, TYP.
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
FIRE RATING
N.T.S.
22
CONCRETE SUBSTRATE AT WOOD STUD WALL DETAIL
FIRE RATING
N.T.S.
17
PEDESTAL / PARAPET WALL, TYP.
FIRE RATING
N.T.S.
12
CONCRETE CONTROL JOINTS
FIRE RATING
N.T.S.
7
WATERPROOF MEMBRANE AT CONCRETE DECK/WALL, TYP.
FIRE RATING
N.T.S.
1
CEMENT PLASTER / CONC. TRANSITION
FIRE RATING
N.T.S.
A902
CMU WALL PER STRUCT. CONCRETE DECK (PER STRCUTURAL DWGS.)
TYP.
UNFACED FIBERGLASS INSULARION PER T-24
30
SEISMIC SEPERATION
N.T.S.
23
BLOCK FRAME WINDOW DETAIL - SILL AT CONCRETE DECK
1 1/2" SQR. TUBE GUARDRAIL POST SLEEVE / 24 GA MTL. FLASHING
SELF ADHERED FLASHING MEMBRANE OVER & UNDER AS ILLUSTRATED
7/8" CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
N.T.S.
FILL VOID WITH INSULATION AS REQ. BY FIRE DEPT.
1/4" JOINT SEALANT & BACKROD 3"x4" STEEL ANGLE AT EDGE OF BALCONY ALIGH W/ EDGE OF DENSGLASS BELOW
MTL. DRIP EDGE FILL VOID WITH INSULATION AS REQ. BY FIRE DEPT. 7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
INSULATION T-24 2 LAYERS OF DENSGLASS
24 GA MTL. CLOSURE
FLUID APPLIED WATERPROOFING
FIRE RATING
BUILDING PAPER UNDER SELF ADHERED FLASHING MEMBRANE
SELF ADHERED MEMBRANE OVER & UNDER, TYP.
SOFFIT VENT
12
FIRE RATING
FURRED FRAMING DETAIL
N.T.S.
RUBBER PAD
6
STAMP
ED A RCH NS S EMP I A TA
FIRE RATING
FURRED FRAMING DETAIL -2
NO. C-13779
N.T.S.
ST A
N.T.S.
COLOR ETCHED TEMPERED GLASSTHICKNESS AS REC, BY MANUF
2 LAYERS OF DENS GLASS
24 GA MTL. FLASHING
1/2" PLYWOOD
METAL J-MOLD
BED OF CAULKING
CONTINUOUS SELF ADHERED FLASHING MEMBRANE OVER AND UNDER, TYP.
4 x 6 WOOD SILL
2 LAYERS 5/8" TYPE "X" GYP. BOARD
DIAGRAM A
STEEL PLATE PER STRUCT. DWGS SET IN BED CAULKING
4 x 4 STUD
BEAM PER STRUCTURAL
3/4" STEEL SHELF ANGLE
2 x 12 JOISTS
#30 FELT OVER 1 LAYER OF TYVEK
24 GA. METAL FLASHING 7/8" CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
18 GA PERFORATED MTL. 3/8" DIAMETER&9/16" SPACING BEYOND
6" METAL FRAMING
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF SOFFIT VENT
WOOD BASE TO FOLLOW EDEGE OF WALL AND FLOOR/STAIRS CONCRETE STAIR PER PLAN
WOOD NAILER
JOINT SEALANT & BACKROD
CONTINUOUS SELF ADHERED FLASHING MEMBRANE BEHIND STEEL PLATE
33
4/A804
N.T.S.
JOINT SEALANT & BACKEROD
20 GA.MTL.CLIP 24 GA.MTL. FLASHIG
CONTINUOUS SELF ADHERED FLASHING MEMBRANE UNDER METAL FLASHING 20 GA. METAL FASCIA 2 x 8 JOISTS
RSIC-1 CLIPS (SEE MANUFACTURER FOR INSTALLATION REQUIREMENTS AND ADDITIONAL INFO. NOT SHOWN)
BEAM PER STRUCTURAL 4 x 6 WOOD HEADER
5/8" TYPE "X" GYP. BOARD 4 x 6 WOOD HEADER 2 x 4 WOOD HEADER
20 GA. METAL CLIP
2 LAYERS 5/8" TYPE "X" GYP. BOARD
7/8" CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
J-MOLD
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER METAL FLASHING.
INTERIOR
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER J METAL AND FLASHING LEADING EDGES
EXTERIOR
SOFFIT VENT
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER J METAL AND FLASHING LEADING EDGES
MILGARD BLOCK FRAME WINDOW
STEEL PLATE PER STRUCT DWGS SET IN BED OF CAULKING FASTENER PRE DRILL&W/ FIRE CAULKING 7/8" CEMENT PLASTER OVER 3.4 LB.MTL.LATH OVER BUILDING PAPER
2 LAYERS OF PLYWOOD REF. STRUCT DWGS
24 GA. MTL. WEEP SCREED
BLOCKING PER STRUCT. DWGS
PAINT
SELF ADHERED FLASHING MEMBRANE OVER & UNDER J METAL LEADING EDGE
SLOPED ROOF FRAMING
24 GA MTL. FLASHING SEE DIAGRAM A 2x2 HOLLOW MTL. STEEL TUBE
JOINT SEALANT & BACKROD
J- METAL
ROOF DECK FRAMING 1/2"
PAINT
SHELF ANGLE BEYOND
JOINT SEALANT
21
FIRE RATING
BLOCK FRAME WINDOW DETAIL - HEADER
16
N.T.S.
FIRE RATING
# 28
N.T.S.
10
GLASS GUARDRAIL CONTINUOUS SELF ADHERED FLASHING MEMBRANE
DIAGRAM A 3"
22ga METAL FASCIA
NEOPRENE GASKET
12" STEEL C-CHANNEL PAINTED TO MATCH COLOR PMS 2188 12" STEEL C-CHANNEL LINE OF STEEL TUBE BEYOND
SET STEEL TUBE IN BED OF CAULKING METAL PANEL POWDER COATED WITH COLOR TO MATCH PMS 2188 1/2" METAL FURRING CHANNEL METAL FRAMING INFILL, TYP. NOTCH/CUT CMU WALL - FILL NOTCH WITH CAULKING CMU WALL
METAL LOUVER 20 GA MTL PANEL SOLID
20ga L CLIP
4" MIN.
FIRE RATING
N.T.S.
26
FIRE RATING
#30 LOUVER HEAD
N.T.S.
20
# 27.1
METAL COPING
FIRE RATING
FIRE RATING
CLAP MTL. FLASHING
#29
N.T.S.
24 GA CONTINUOUS MTL. FLASHING
WATER PROOFING MEMBRANE
9
FIRE RATING
BUILDING FOUNDATION DRAINAGE DETAIL
N.T.S.
#30 FELT OVER 1 LAYER OF TYVEK
8" CMU
7/8" CEMENT PLASTER OVER 3.4 LB MTL. LATH OVER BUILDING PAPER
STEEL PLATE PER STRUCT DWGS SET IN BED OF CAULKING
5/8" 2 COAT CEMENT PLATER OVER 3.4 LB MTL LATH OVER BUILDING PAPER
25
#31 LOUVER TRANSITION
FIRE RATING
N.T.S.
7/8" CEMENT PLASTER OVER 3.4 LB MTL. LATH OVER BUILDING PAPER
19
6" MTL FRAMING
3"
N.T.S.
FRY REGLET DRIP SCREED
7/8" CEMENT PLASTER OVER 3.4 MTL. LATH OVER 2 LAYERS OF TYPE D BUILDING PAPER SMOOTH TROWEL FINISH WEEP SCREED - SELF ADHEARED MEMBRANE OVER AND UNDER LEADING EDGE
DEA: IF THIS SHEET IS NOT 36"x 48". IT IS A REDUCED PRINT
27
BOX SOFFIT DETAIL
8
MTL. PANEL - CONCRETE TRANSITION DETAIL
SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF DRIP EDGE
24
#32 LOUVER SILL
N.T.S.
RCP WATER CURTAIN PROTECTION OPENING
N.T.S.
5/8" PLYWOOD PLYWOOD PER STRUCT KEE ROOFING SYSTEM
INSULATION PER T-24
18
30 SIM. A907
SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF DRIP SCREED
ROOF JOIST
TERMINATION BAR WITH CAULKING
BELOW GRADE PODIUM WATERPROOFING
PROVIDE BRACE
7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
PLYWOOD PER STRUCT. DWGS
TROWEL GRADE FLUID APPLIED W.P.
8 A902
THE ABOVE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE THE PROPERTY OF DE ARCHITECTS, AIA. NO PART THEREOF SHALL BE COPIED OR USED WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT THE WRITTEN CONSENT OF DE ARCHITECTS, AIA. DE ARCHITECTS AIA, DON EMPAKERIS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
JOB NO. DATE
FRY REGLET DRIP SCREED
FIRE RATING
N.T.S.
STRUCT. SLAB
13
24 GA. FLASHING
SOFFIT VENT SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF SOFFIT VENT, TYP.
TOPPING SLAB EDGE AT PLANTER EDGE
REF. DETAIL 17/A902 FOR WATERPROOFING
FIRE RATING
3" = 1'-0"
7
ISSUE / REVISION PROGRESS SET PLAN CHECK #1 BID SET PERMIT SET
SECOND FLOOR
20 GA CONTINUOUS MTL. CLEAT
FLUID APPLIED WATERPROOFING
DATE 08-27-2016 09-22-2016 01-13-2017 03-03-2017
NOTES: 1. METAL FRAMING, TYP. 2. PROVIDE NEOPRENE GASKET AT DISSIMILAR METALS, TYPICAL THROUGHOUT
1/2"
JOINT SEALANT WITH BACKER ROD
DRAIN MAT
N.T.S.
N.T.S.
2
FIRE RATING
KEE ROOFING SYSTEM
RAW ANCHOR
FIRE RATING
FIRE RATING
20 GA GALVANIZED SHEET MTL. COPING
31"
FIRE RATING
PLAN VIEW
PAINT
5/8" DENSGLASS
FLUID APPLIED WATERPROOFING
N.T.S.
DRIP EDGE
PEDESTAL SYSTEM - OVER 10 MM RUBBER PAD (ECORE QT OR APPROVED EQ) CUT MATTING TO APPROX. SIZE OF PEDESTAL, TYP.
CMU PLANTER WALL
3'-0" MAX.
BETWEEN SPRINKLERS
RIP JOIST
20 GA MTL. CLIP
SELF ADHERED MEMBRANE OVER & UNDER LEADING EDGE OF SOFFIT VENT, TYP
31
N.T.S.
DRAIN MAT
DRIP EDGE
FIRE RATING
MTL. CANOPY DETAIL 2
6'-0" MAX.
EXTERIOR DETAILS
3"
22 GA GLAV. MTL. CANOPY PAINTED
FIRE RATING
3'-0" MAX.
PAINT
FASTENED & SOLDERED LAP SEAMS
20 GA MTL. FASCIA
SOFFIT VENT
CMU PLANTER PARAPET DETAIL
14
4" MTL. JOIST
TERMINATION BAR WITH CAULKING
MTL. LOUVER JOINT SEALANT
24 GA MTL. DRIP EDGE
3/9/2017 2:42:19 PM
4x4 HOLLOW STEEL TUBE PER STRUCT DWGS
SHEET TITLE
FASTENED & SOLDERED LAP SEAMS
22GA GALV. MTL. FASCIA PAINTED & SOLDERED LAP SEAM 20 GA MTL. CLIP SET IN BED OF CAULKING
A904
SPRINKLER HEAD
24 GA. MTL. WEEP FLASHING
Sim
3/4"
TOPPING SLAB
12"
1/2"
J METAL W/ WEEP HOLES
22 GA GLAV. MTL. CANOPY PAINTED
53"
SELF ADHERED MEMBRANE OVER & UNDER LEADING EDGE OF J METAL, TYP.
24 GA CONTINUOUS MTL. FLASHING
FIRE RATING
#27.2
CONCRETE PODIUM DECK PER STRUCT. DWGS.
6" MTL FRAMING
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF J METAL AND METAL DRIP EDGE
FIRE CAULKING FULLY EMBEDING SCREW HEADS SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF METAL FLASHING
SEE 7/A911
MTL BRACING BEYOUND, REF,STRUCT DWGS
24 GA MTL. FLASHING SEE DIAGRAM A
MTL. FLASHING SET IN BED OF CAULKING
3
1' - 2"
SEE 2/A911 FOR PLANTER WP INFO
36"
4' - 6"
MTL. LOUVER
METAL PANEL
OPENING
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF DRIP EDGE TYP.
3/4"
FASTENER PER STRUCT DWGS PREDRILL&FILL HOLE W/ FIRE CAULKING
N.T.S.
MTL. PANEL
22 GA GALV. MTL. FASCIA PAINTED
2x2 HOLLOW STEEL TUBE
3
2 LAYERS DENSGLASS
20 GA MTL. PANEL SOLID
BIRD SCREEN
FIRE RATING
SECTION AT WATER CURTAIN
PLYWOOD PER STRUCT
2 LAYERS OF 5/8" GYP. BD.
4x4 HOLLOW STEEL TUBE PER STRUCT DWGS
DIAGRAM A
SPRINKLER HEAD
DRAIN MAT
INSULATION T-24
CLIP / CLOSURE EDGE FOR BIRD SCREEN
6" - 12"
FOLDED FILTER FABRIC OVER LEADING EDGE OF DRAIN MAT
SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGE OF LEADING EDGE OF J METALS TYP.
20 GA MTL. CLIP
15
BONDERIZED 24 GA. Z-METAL FLASHING CAULK TERMINATION BAR
SOFFIT VENT
JOINT SEALANT
N.T.S.
THIRD FLOOR
FASTENER
J METAL
METAL CANOPY DETAIL, TYP.
CAULK
7/8" CEMENT PLASTER OVER 3.4 LB.MTL.LATH OVER BUILDING PAPER
STEEL SPACER SET IN BED OF SELF ADHERED CAULKING FLASHING MEMBRANE SELF ADHERED OVER AND UNDER LEADING FLASHING EDGE OF METAL FLASHING MEMBRANE CUT TO SAME SIZE AS SPACER
7/8" CEMENT PLASTER OVER 3.4 LB.MTL.LATH OVER BUILDING PAPER
1 1/2" = 1'-0"
FASTENER
METAL PANEL 18 GA PERFORATED MTL.3/8" 24 GA MTL. FLASHING DIAMETER& SEE DIAGRAM A 9/16" SPACING
FASTENER PER STRUCT DWGS PREDRILL&FILL HOLE W/ FIRE CAULKING
4
MTL. WEEP SCREED
3/4" SHELF ANGLE
CONTINUOUS SELF ADHERED FLASHING MEMBRANE
N.T.S.
FIRE RATING
ROOF CURB FLASHING DETAIL
2 COAT STUCCO OVER 3.4 LB METAL LATH AND 2 LAYERS OF TYPE D BLDG PAPER
2x2 STEEL TUBE FRAME
STEEL PLATE PER STRUCT DWGS SET IN BED OF CAULKING
JOINT SEALANT
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS)
20 GA MTL. FASCIA PAINTED
FIRE CAULKING FULLY EMBEDING SCREW HEADS
FIRE RATING
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FLASHING TYP.
24 GA MTL. FLASHING
SELF ADHERED FLASHING MEMBRANE, OVER AND UNDER LEADING EDGE OF METAL FASCIA WOOD NAILER
2"
DRIP EDGE
STUCCO PANEL - CONC. TRANSITION DETAIL
METAL PANEL
RIGID FOAM - SLOPED 2% MIN.
KEE ROOFING
24 ga. Z-MTL. FLASHING
N.T.S.
VERCO 1.5" PLB DECK
32
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF WEEP SCREED TYP.
5/8" DENSGLASS
JOINT SEALANT
FIRE RATING
24ga. MTL. FLASHING SET IN BED OF CAULKING
METAL BENT PLATE
3/4" SUPER W WAFFLE PADS (MASON INDUSTRIES INC.) FOLLOW MANUFACTURER'S INSTALLATION SPEC. SPACE 16 - 24" O.C., VERIFY W/ MANUFACTURER'S REC. FOR LOADS UNFACED FIBERGLASS INSULATION PER T-24
4x4 HOLLOW STEEL TUBE PER STRUCT. DWGS 20 GA MTL. CLIP
MTL. CANOPY DETAIL
2 x 6 STUD
Sim
A904
1/2" STEEL PLATE SET IN BED OF CAULKING - TO BE COMPATIBLE WITH SELF ADHERED FLASHING MEMBRANE
28
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS)
DIAGRAM A PLYWOOD SUBFLOOR PER STRUCTURAL
24 GA.MTL. FLASHIG
SELF ADHERED FLASHING MEMBRANE OVER & BELOW, TYP.
FIRE RATING
5/8" PLYWOOD
2 LAYERS OF 5/8" DENSGLASS BEYOND-BETWEEN STEEL TUBE
22 GA GALV. MTL. CANOPY - PAINTED FASTENED & SOLDERED LAP SEAM
7/8" CEMENT PLASTER OVER EXTERIOR GYP. BD.
1/4" DRAINAGE MAT
3/4"
24 GA MTL. FLASHING
20 GA. CONTINUOUS MTL CLEAT
FLUID-APPLIED WATERPROOFING
4" MTL. JOIST 6"
PLYWOOD PER STRUCT
LANKERSHIM + otsego
CONCRETE SLAB
2 LAYERS OF 5/8" GYP. BD. 24 GA. METAL CLOSURE
14
1 1/2" = 1'-0"
6" - 12"
LINE OF WOOD BASE BEYOND
5
18"
FASTENERS PER STRUCT. OREDRILL & CAULK HOLE
3" = 1'-0"
24 GA MTL. FLASHING
3" CONCRETE TOPPING SLAB, SLOPED TO DRAIN
MTL. WEEP SCREED 20 GA MTL. COUNTER FLASHING FIRE CAULKING FULLY EMBEDING SCREW HEADS 22 GA GALV. MTL. CANOPY PAINTED FASTENED & SOLDERED LAP SEAM
11
6" - 12"
METAL STUD WALL
N.T.S.
FIRE RATING
PARAPET DUCTING FLASHING DETAIL
24 GA. MTL COPING
1/2" RUBBER SURFACING TILES
24 GA MTL. FLASHING TO WRAP AROUND STEEL TUBE, TYP.
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL DRIP EDGE AND METAL FLASHING
BALCONY EDGE DETAIL
1/2"
5/8" TYPE 'X' GYP.BD
17
N.T.S.
UPI POLYURETHANE PEDESTRIAN COATING LARR 25261 (INSTALL PER MANUF. SPECS)
7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
2- LAYERS OF 5/8" TYPE 'X' GYP.BD
BLOCK FRAME WINDOW DETAIL - SILL
FIRE RATING
CONC. DECK / MTL. DRIP EDGE
30" MIN.
N.T.S.
22
FIRE RATING
MIN. CLR.
FACADE STEEL FRAMES
FIRE RATING
1' - 6"
N.T.S.
29
J-METAL 7/8" CEMENT PLASTER OVER 3.4LB METAL LATH
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER
3"
EXT. SOFFIT DETAIL
FIRE RATING
3/4"
34
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FLASHING TYP. JOINT SEALANT AND BACKER ROD
20 GA. METAL CLIP
EXTERIOR
SOFFIT VENT
FIRE RATING
BUILDING PAPER
4"
18 GA PERFORATED MTL. 3/8" DIAMETER&9/16" SPACING CAULK WHERE BUILDING PAPER MEETS MTL. FLASHING
SELF ADHERED FLASHING MEMBRANE OVER & UNDER
SOFFIT VENT
KEE ROOFING
2x2 HOLLOW STEEL TUBE PER STRUCT DWGS
FASTENER PER STRUCT DWGS -PREDRILL & FILL HOLE W/ FIRE CAULKING
DRIP EDGE
UNFACED FIBERGLASS INSULATION PER T-24
20 GA. CONTINUOUS METAL CLEAT NAILED @ 24" O.C.
METAL PANEL SYSTEM
MTL. PANEL BLOCKING PER SCTRUCT
O
NOT FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT
20 GA. METAL CAP
SELF ADHERED MEMBRANE
STEEL PLATE PER STRUCT DWGS 2 LAYERS OF GYP. BD
5/8" DENSGLASS
3/4" GYPCRETE
PLYWOOD SUBFLOOR PER STRUCTURAL
CONTINUOUS SELF ADHERED FLASHING MEMBRANE BEHING STEEL PLATE
CONC. DECK
20 GA. METAL ROOF / FASCIA SOLDERED LAP SEAM
SLOPE 2% MIN.
2 x 4 WOOD SILL
JOINT SEALANT &BACKROD
PEDESTRIAN WATERPROOF
CA L I F
MIN.
JOINT SEALANT
FIRE CAULKING FULLY EMBEDING SCREW HEADS
SELF ADHERED MEMBRANE OVER&UNDER, TYP.
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER, TYP.
1/2"
7/8" CEMENT PLASTER OVER 3.4 LB. MTLLATH OVER BUILDING PAPER
24 GA. Z-METAL FLASHING
EXTERIOR
8"
INTERIOR MILGARD BLOCK FRAME WINDOW
24 GA MTL. FLASHING SEE DIAGRAM A
2% 1.7% MIN.
OF
EPMD WASHERED FASTENER @12" O.C. AND BUTYL TAPE
SELF ADHERED FLASHING MEMBRANE OVER & UNDER AS ILLUSTRATED
4 3/8"
SELF ADHERED FLASHING MEMBRANE OVER AND UNDER LEADING EDGE OF METAL FLASHING
24 GA MTL WEEP SCREED
E
ELASTOMERIC SEALANT
1' - 6"
SELF ADHERED MEMBRANE OVER&UNDER
REN. 6-30-17
T
3"
NON-BEARING CMU WALL
FIRE RATING
3"
SELF ADHERED FLASHING MEMBRANE OVER & UNDER LEADING EDGES OF DRIP EDGE, TYP.
CT TE ERIS K
35
FIRE RATING
7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
1 1/2" SQUARE STEEL TUBE
20 GA. METAL CLIP
EXTERIOR
1/2" PLYWOOD
3"
3"
1535 6th Street Suite 101 Santa Monica, CA 90401 tel: 310.451.7917 fax: 310.451.7916 www.DEArchitects.net
5101 LANKERSHIM BLVD., NORTH HOLLYWOOD, CA 5130 KLUMP AVE, NORTH HOLLYWOOD, CA
2" 3" GAP
CONCRETE SLAB ON GRADE (PER STRCUTURAL DWGS.)
J- METAL
RIP JOIST FURRING SIXTH FLOOR 680.67'
A
CONCRETE FLOOR PER STRUCTURAL BED OF CAULKING
4" 3"
FIFTH FLOOR 670.42'
NI
TOPPING SLAB
ANCHORS PER MANUF. REC.
DE Architects AIA
2 LAYERS OF DENS GLASS
R
TOPPING SLAB
2-1/2" METAL FRAMING 20 GA. METAL ROOF / FASCIA SOLDERED LAP SEAM 5-1/2" METAL FRAMING 1/2" CLARK DIETRICH RC DELUX
2.1%
7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
FILL VOID WITH INSULATION AS REQ. BY FIRE DEPT.
2' - 0"
3-1/2"METAL FRAMING UNFACED FIBERGLASS INSULATION PER T-24
7/8" CEMENT PLASTER OVER 3.4 LB. MTL. LATH OVER BUILDING PAPER
2"
FIRE CAULKING
2 LAYERS 5/8" TYPE "X" GYP. BOARD
TREMCO 250GC HIGH BUILD WATERPROOFING MEMBRANE
1 1/2" x 1/2" STEEL PLATE
6"
TREMCO 250GC HIGH BUILD WATERPROOFING MEMBRANE
SLOPE 2% MIN.
CONTINUOUS SELFADHERING FLASHING MEMBRANE
12"
METAL J-MOLD
16GA L-METAL WITH HEMMED EDGE
CONTINUOUS SELF ADHERED FLASHING MEMBRANE
BED OF CAULKING
JOINT SEALANT
BALCO SYSTEM ES-200 INSTALLED PER MANUFACTURERS INSTRUCTIONS
16GA L-METAL WITH HEMMED EDGE
EXTERIOR
2 7/8"
URADECK W.P.
INTERIOR
1/2"
FLEXIBLE IMPACT RESISTANT POLYMER FLUSH WITH FINISHED SURFACE
BUILDING PAPER OVER SELF ADHERED FLASHING MEMBRANE
GUARDRAIL POST SLEEVE / 24 GA MTL. FLASHING
1' - 6"
CONCRETE SLAB, PER STRUCT.
SELF-ADHERING FLASHING MEMBRANE - OVER AND UNDER, METAL FLASHING
L IC E DONA
24 GA. Z-METAL FLASHING
MILGARD BLOCK FRAME WINDOW
PARAPET @ ROOF DECK DETAIL
FIRE RATING
N.T.S.
INTERIOR
7/8" EXTERIOR CEMENT PLASTER OVER 3.4 LB. METAL LATH AND BUILDING PAPER
1
SCALE
EXTERIOR SOFFIT VENT
CEILING OVER LOBBY #2 ENTRANCE
STUCCO SCREED FIRE RATING
N.T.S.
1501 03-03-2017 As indicated
SHEET NO.
A904