2 9 7 14
PROGRAM: PRIVATE RESIDENCE SIZE: 9,016 SQFT
SELECTED DESIGN PROJECTS STATUS: VARIES PROGRAM: VARIES SIZE: VARIES
SELECTED DESIGN PROJECTS STATUS: VARIES PROGRAM: VARIES SIZE: VARIES
PAC-LANDING
TO
AND THE BEACH. THE 4 STORY, 52,373 SQ FT BUILDING PROVIDES THIRTY-SEVEN RESIDENTIAL UNITS FOR FAMILIES IN NEED. THE MASSING OF THE BUILDING IS BROKEN DOWN INTO SEVERAL SMALLER COMPONENTS. THE VOLUMES ARE SEPARATED BY VOIDS, EACH ACCENTUATED WITH LANDSCAPE. AN INTERIOR COURTYARD AT THE GROUND LEVEL PROVIDES A LANDSCAPED RESPITE FOR THE RESIDENTS. THE UNITS ARE ACCESSED FROM THE CENTRAL COURTYARD THAT SERVES AS SHARED SPACE FOR THE RESIDENTS AND INCLUDES A PLAYGROUND FOR THE CHILDREN. COMMERCIAL SPACE, SOCIAL SERVICES AND AMENITIES ARE LOCATED AT THE GROUND LEVEL. PARKING IS PROVIDED BELOW GRADE.
PROJECT RESPONSIBILITIES:
GROUND LEVEL SECOND LEVEL 99' 9" ROOF LEVEL BASEMENT LEVEL ST2 ST2 MP2 P AFW 2120 P A C F C S T ST2 3.1 8.1 6.1 9.1 10.1 12 12 5.2 7.2 11.2 14.1 81' 4" 10' 0" 10' 2" 11' 10" 13' 8" 12' 10" 15' 8" 10' 10" 6' 4" 210.3 211.2 311.2 410.3 410.3 401.5 402.3 202.2 302.2 402.3 403.2 203.3 303.3 403.5 ST2 ST3 GR1 MP2 MP2 ST3 ST3 ST3 AFW AFW AFW AFW AFW AFW 10' 1" 0" (40'-0" MAX HT ALLOWED PER SMMC) 39' 11" (60'-0" MAX HT PER BLDG CODE) ST2 ST2 CP A841 109' 6" 126' 3" AVG GRADE PLANE 10' 3' 6" 9" 11' 0" O M MP3 4 0 2120 N C MP3 205.9 204.3 304.3 203.7 101.7 101.3 C MP3 ST3 B C ST4 CP TYP. 10 TYP. 5 GROUND LEVEL SECOND LEVEL 99' 9" ROOF LEVEL BASEMENT LEVEL 136' 4" ST2 ST2 SC SC SC SC SC SC ABS MP1 2120 P A C F C S T ST2 4 3.1 8.1 6.1 9.1 10.1 12 14.1 210.3 311.2 410.3 410.3 401.5 402.3 302.2 402.3 403.2 303.3 403.5 ST2 ST3 CP STREET ADDRESS [UNDER SEPERATE PERMIT] MP2 ST3 ST3 ST3 10' 1" 0" (40'-0" MAX HT ALLOWED PER SMMC) 39' 11" (60'-0" MAX HT PER BLDG CODE) S100.3 ST2 ST2 MP3 TYP A810 CP A841 MP3 MP3 SMOOTH STEEL CEMENT PLASTER, INTEGRAL COLOR: GRAY STEELE (BLUE GRAY) LIGHT SAND STUCCO 20/30, INTEGRAL COLOR(LIME GREEN LT BLUE) FOURTH LEVEL STAIRWAY PENTHOUSE AVG GRADE PLANE A O D M MP3 MP3 0 L 2120 L N C O L N B L V D MP3 304.3 101.3 ST3 STREET ADDRESS [UNDER SEPERATE PERMIT] ST3 MP3 X 10 5757 VENICE BLVD. LOS ANGELES, CA. 90019 323.424.7594 www.tighearchitecture.com PACIFIC LANDING 2120 LINCOLN BLVD SANTA MONICA, CA 90405 ASI 12/19/2020 1/8" = 1'-0" 2 EAST ELEVATION 500°--18-3. LOS ANGELES, CA. 90019 www.tighearchitecture.com A853---3°--35. PACIFIC LANDING 1 STATUS: COMPLETED SEPT 2022 PROGRAM: 100% AFFORDABLE HOUSING / COMMERCIAL SIZE: 37 UNITS / 52,373 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER LOCATION: SANTA MONICA, CA TEAM MEMBERS: ALBERT CHAVEZ, SICHENG HU
CLIENT COMMUNITY CORP OF SANTA MONICA COLLABORATORS NOUS ENGINEERING YAEL LIR LANDSCAPE PARTNER ENERGY RAIMI + ASSOCIATES KIM & ASSOCIATES ENGINEERING IDIAZ DESIGN INC AWARDS URBAN FORUM DESIGN AWARD 2021 AIA LA NEXT LA AWARD 2021 DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING BUT NOT LIMITED TO BUILDING FACADE, MATERIALITY, AND PROGRAM LAYOUT. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, CD, TO CONSTRUCTION ADMINISTRATION
LED
PRESENTATION FOR DESIGN-REVIEW
AND
A MIXED-USE, 100% AFFORDABLE HOUSING PROJECT DESIGNED FOR PEOPLE LIVING ON A LIMITED INCOME. LOCATED ON LINCOLN BOULEVARD IN SANTA MONICA WITHIN CLOSE PROXIMITY
DOWNTOWN
COMPLETION.
AND CREATED THE
BOARD APPROVAL
CITY PLANNING APPROVAL. COORDINATED THE TEAM OF CONSULTANTS FOR BUILDING PERMIT AND CONSTRUCTION ADMINISTRATION COMPLETION. REVIEWED AND APPROVED RFIs, CORs AND SUBMITTALS DURING CA. SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR, CONSULTANTS AND INSPECTOR.
NING WALL (SSD).L.-LOS ANGELES, CA. 90019 323.424.7594 www.tighearchitecture.com SANTA MONICA, CA 90405 A--- ----------323.424.7594 www.tighearchitecture.com A220 N A g.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY W/ PARTITION TYPES (SEE A800)A F-------5% www.tighearchitecture.com A210 A N A E E E E B B F E A A E E A A E B D D A B A B A E D E F D D A A A A A B E A B C E D A A A B B A D D A F F B D A A E E B E E A F B B A E A B F A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B BB BB BB BB BB BB B B B BB B BB B B BB B B B B B BB BB BB BB B B B B B B B B B B BB B B B B B B B B B BB B BB BB B BBBBB DD D D DD D D D D D D DD DD D D D D D D D DD D D DD D D D D D D D EE EE EE EE EE E EE EE E EEE E E EE E E EE E E E E E E E EE E EE E E E E EE EEE E EE E EE EE E E EE E E EE EE E EE EE E E E C C CC C C C C C C C C C C C F F F F F F FF F FFF F F F F F FF F FF F FF F F F FF FF 3 4 5 6 7 8 9 10 16 17 18 19 20 21 22 23 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 48 54 55 56 57 58 59 60 UPPER SURFACE LOWER SURFACE FOLD B COLOR CORNER COLORED PANELS LEGEND 226 150 26 76 167 68 A B C D E SAN FRANCISOCO BAY PALATIAL SKIES EXOTIC LIME MAUVE BAUHAUS BLUE VEIL CHICAGO BLUES COLOR NAMEPANEL NUMBER 5757 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com REVISIONS SK051 CORNER UNFOLD PACIFIC LANDING 100% AFFORDABLE HOUSING 2120 LINCOLN BLVD SANTA MONICA, CA 90405 ASI 1 07/24/2020 ASI 2 12/19/2020 ASI 2.A 01/20/2021 ASI 3 05/07/2021 1/2" = 1'-0" 1 UNROLLED FLAT SURFACES CONTINOUS STARTER CFB PIECE TO EXTEND CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL 5/8" TYPE X DENSGLASS BLOCKING AS REQUIRED [SSD] MAX 1 1" METAL FLASHING CAP W/ 1" HEM ON BOTH SIDES DOUBLE 2X TOP PLATE [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL 5/8" TYPE X DENSGLASS CFB PIECE TO EXTEND BEYOND CFB PANEL BELOW BLOCKING AS REQUIRED [SSD] BLOCKING AS REQUIRED [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] TYP. FLOOR ASSEMBLY [SSD] 1 1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB 1" SMOOTH STL TROWELLED STUCCO PLASTER CONTINOUS STARTER CFB PIECE TO EXTEND 1/2" BELOW METAL CAP METAL FLASHING CAP CEMBENT FIBER BOARD PANEL 1 1/2" = 1'-0" 4 SHINGLE PARAPET DETAIL 1 1/2" = 1'-0" 5 SHINGLE FOLD DETAIL 1 1/2" = 1'-0" 6 SHINGLE WALL DROP DETAIL CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL 5/8" TYPE X DENSGLASS BLOCKING AS REQUIRED [SSD] DOUBLE 2X TOP PLATE [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL 5/8" TYPE X DENSGLASS CFB PIECE TO EXTEND BEYOND CFB PANEL BELOW BLOCKING AS REQUIRED [SSD] BLOCKING AS REQUIRED [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] TYP. FLOOR ASSEMBLY [SSD] 1 1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB 1" SMOOTH STL TROWELLED STUCCO PLASTER CONTINOUS STARTER CFB PIECE TO EXTEND 1/2" BELOW METAL CAP METAL FLASHING CAP CEMBENT FIBER BOARD PANEL 1 1/2" = 1'-0" 4 SHINGLE PARAPET DETAIL 1 1/2" = 1'-0" 5 SHINGLE FOLD DETAIL 1 1/2" = 1'-0" 6 SHINGLE WALL DROP DETAIL CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL BLOCKING AS REQUIRED [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] CEMBENT FIBER BOARD PANEL 5/8" TYPE X DENSGLASS CFB PIECE TO EXTEND BEYOND CFB PANEL BELOW BLOCKING AS REQUIRED [SSD] BLOCKING AS REQUIRED [SSD] CONTINUOUS TYVEK SELF-ADHERED WATERPROOF MEMBRANE PLYWOOD [SSD] TYP. FLOOR ASSEMBLY [SSD] 1 1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB 1" SMOOTH STL TROWELLED STUCCO PLASTER CONTINOUS STARTER CFB PIECE TO EXTEND 1/2" BELOW METAL CAP METAL FLASHING CAP CEMBENT FIBER BOARD PANEL 1 1/2" = 1'-0" 4 SHINGLE PARAPET DETAIL 1 1/2" = 1'-0" 5 SHINGLE FOLD DETAIL 1 1/2" = 1'-0" 6 SHINGLE WALL DROP DETAIL FINISH EXTERIOR CEILING AS PER PLAN STEEL COLUMN [SSD] STRUCTURAL CONCRETE SLAB [SSD] CONCRETE LOW PLANTER SEE LANDSCAPE DRAWINGS] CONCRETE LOW PLANTER [SEE LANDSCAPE DRAWINGS] PLANTING [SEE LANDSCAPE DRAWINGS] HSS STL COLUMN [SSD] STRUCTURAL CONCRETE SLAB [SSD] EMBEDDED STL BOTTOM PLATE W/ HEADED STUDS (SSD) GALV. STL SUPPORT POST AS PER LANDSCAPE AS PER LANDSCAPE SELF-ADHERED WATERPROOF MEMBRANE SOIL FOR PLANTING [SEE LANDSCAPE DRAWINGS] CONCRETE LOW PLANTER SEE LANDSCAPE DRAWINGS] HSS STL COLUMN [SSD] HSS STL COLUMN [SSD] 0' 3" 3" REVEAL AROUND COLUMN 1" FINE SAND ACRYLIC PLASTER BLOCKING AS REQUIRED [SSD] R-30 BATT INSULATION EMBEDDED STL TOP PLATE [SSD] 5747 VENICE BLVD. LOS ANGELES, CA. 90019 t 323.424.7594 www.tighearchitecture.com REVISIONS A851 STEEL COLUMN DETAILS PACIFIC LANDING 100% AFFORDABLE HOUSING 2120 LINCOLN BLVD SANTA MONICA, CA 90405 25-50% DD SET 05/17/19 100% DD SET 07/08/2019 PLAN CHECK SUBMITTAL #1 09/06/2019 PLAN CHECK SUBMITTAL #2 12/18/2019 1/2" = 1'-0" 1 ANGLED COLUMN SECTION 1/2" = 1'-0" 2 ANGLED COLUMN PLAN 3" = 1'-0" 3 BOTTOM DETAIL @ ANGLED COLUMN 3" = 1'-0" 4 TOP DETAIL @ ANGLED COLUMN STEEL COLUMN [SSD] [SEE LANDSCAPE DRAWINGS] HSS STL COLUMN [SSD] SEE LANDSCAPE DRAWINGS] HSS STL COLUMN [SSD] 3" 1/2" 1'-0" 1 1/2" = 1'-0" 2 ANGLED COLUMN PLAN 3" = 1'-0" 3 BOTTOM DETAIL @ ANGLED COLUMN 3" = 1'-0" TOP DETAIL @ ANGLED COLUMN 1. LOBBY 2. DRIVEWAY 3. PARKING LOT 4. MAINTENANCE ROOM 5. BICYCLE ROOM 6. COMMUNITY ROOM 7. CHILDREN’S PLAY AREA 8. COURTYARD 9. COMMERCIAL 10. OFFICES 11. RESIDENTIAL 12. EDIBLE GARDEN GROUND FLOOR PLAN SECOND-FOURTH FLOOR PLAN ROOF FLOOR PLAN 1 9 6 10 11 5 4 11 11 2 7 8 0 25 50 FT 11 11 11 11 11 8 N
JOE’S ADU OFFERS LOS ANGELES A MEANS TO INCREASE DENSITY WITHIN OUR NEIGHBORHOODS. JOE’S ADU IS SITED ON A 15,000 SQ FT, MID-CITY LOT. THE ARROYO DE LOS JARDINES STREAM BISECTS THE PROPERTY SEPARATING THE ADU FROM THE MAIN HOUSE.
WALLS OF GLASS ARE FRAMED BY A MOMENT FRAME AND SLIDE OPEN TO THE EXTERIOR TERRACE BLURRING THE INDOORS AND OUTDOORS. THE EXTERIOR DECK AND POOL ARE PROTECTED FROM THE SUN WITH THE AID OF AN OVERSIZED ROOF. THE UNDERSIDE OF THE ROOF IS CLAD WITH CEDAR PLANKS THAT CONTINUE INSIDE. THE MASSIVE EAVE IS MOSTLY CANTILEVERED AND SUPPORTED BY A STEEL MOMENT FRAME AT THE WINDOW WALL AND BY STRATEGICALLY PLACED SLENDER ROUND PIPE COLUMNS. THE COLUMNS ARE SITUATED AT THE PERIMETER OF THE DECK IN THE FORM OF A [ V ] TO MINIMIZE THE IMPACT ON THE PATIO.
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING BUT NOT LIMITED TO BUILDING’S ENVELOPE, MATERIALITY, LANDSCAPE. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, CD, TO CONSTRUCTION ADMINISTRATION COMPLETION. COORDINATED THE TEAM OF CONSULTANTS FOR BUILDING PERMIT AND CONSTRUCTION ADMINISTRATION COMPLETION. WORKED CLOSELY WITH THE CLIENT/OWNER IN COORDINATING DESIGN, MATERIAL, LIGHTING LAYOUT AND SPECS, LANDSCAPE SELECTION AND FURNITURE FABRICATION. SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR, CONSULTANTS AND INSPECTOR.
REVIEWED AND APPROVED RFIs, CORs AND SUBMITTALS DURING CA. LED POST-CONSTRUCTION PHOTOSHOOT FOR OFFICE ADMINISTRATION AND AWARDS PURPOSES.
JOE’S ADU 2STATUS: COMPLETED JUL 2021 PROGRAM: ACCESSORY DWELLING UNIT SIZE: 1,200 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER
CLIENT JOE PATRICK COLLABORATORS KIM & ASSOCIATES ENGINEERING KARL TSU CONSTRUCTION PARTNER ENERGY OBANDO & ASSOCIATES AWARDS AIA LA NEXT LA AWARD 2020 2 1 3 4 5 6 GENERAL 1.THE UNOBSTRUCTED (POWER METERS, CONSTRUCTION OR CAUSE 2.AN FUEL RIGIDLY CONTAINING PLUMBING 3.PLUMBING SEWER 4.KITCHEN TUBS COLD 5.BATHTUB SHOWERHEAD, NONABSORBENT OF 6.PROVIDE EXISTING CONSUMPTION. 7.UNIT AGENCY. PRODUCT REPORT 8.WATER 9.FOR DWELLING SOUND IT DEACTIVATE SWITCH 10.FOR THE POOL, BILL 11.AUTOMATIC ACCORDANCE 12.SMOKE INTENDED PERMIT THOUSAND TEAM MEMBERS: MINA JUN
2'-5" 4'-0" 6'-7" 2'-5" 13'-0" 4'-1" 4'-0" 6" 4 BRIDGE SECTION SCALE: 1" = 1'-0" STAINLESS STL CABLE SYSTEM @ 3-3/16 O.C. MAX BY ULTRA-TEC SERIES 500-M HSS 2"X1" X 1/8" GALV/PTD STL INTERMEDIATE POST @ 48" MAX O.C. [SSD] STL TOP HANDRAIL [SSD] 5 BRIDGE SECTION SCALE: 1-1/2" = 1'-0" 2X HARDWOOD DECK TREATED 2X WD NAILER STL BEAM [SSD] STL JOISTS [SSD] STL COLUMN [SSD] POUR IN PLACE CONCRETE GRADE BEAM [SSD] STL PLATE [SSD] 2X HARDWOOD DECK TREATED 2X WD NAILER STL BEAM [SSD] STL JOISTS [SSD] STAINLESS STL CABLE SYSTEM @ 3-3/16 O.C. MAX BY ULTRA-TEC SERIES 500-M HSS 2"X1" X 1/8" GALV/PTD STL INTERMEDIATE POST @ 48" MAX O.C. [SSD] STL TOP HANDRAIL [SSD] (2) 2" X 1-1/16" THK. GALV/PTD STL BAR WITH 1" X 1" BLACKENED STL SPACERS TERMINAL POST [SSD] STANCHIONS [SSD] 2X WD JOISTS [SSD] STL TUBE OUTRIGGER [SSD] STL COLUMN [SSD] POUR IN PLACE CONCRETE DECK [SSD] EXISTING GRADE LOCATION: LOS ANGELES, CA
1 5 6 3 2 4 8 INTERIOR: DECK: POOL + SPA: INTERIOR REMODEL: NEW EXTERIOR DECKS: ADDITION: TOTAL: TOTAL: POOL HOUSE AREA (B.) MAIN HOUSE AREA (A.) EV STATION) GENERAL NOTES 1.THE CONSTRUCTION SHALL NOT RESTRICT A 5 FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION IF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10 FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 2.AN APPROVED SEISMIC GAS SHUT OFF VALVE WILL 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 (PER ORDINANCE 170,158) (SEPARATE PLUMBING PERMIT IS REQUIRED) 3.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). 4.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 5.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2) 6.PROVIDE ULTRA-LOW FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 7.UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH A LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. (RESEARCH REPORT NOT REQUIRED). (R308.6.9) 8.WATER HEATER MUST BE STRAPPED TO WALL (SEC. 507.3, LAPC) 9.FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (6109 OF LABC) 10.FOR EXISTING POOL ON SITE PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977. (3162B) 11.AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4) 12.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2) 13.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPARIS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SEC. R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED (R315.2.2) 14.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SEC. R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL ILLUMINATION OR 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) 15.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTINGS SHALL BE MADE AVAILABLE AT THE JOB SITE. 16.PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITH 7-DAYS OF THE GRAFFITI BEING APPLIED (6306) GREEN NOTES 1.PROVIDE A 1-INCH DIAMETER LISTED RACEWAY FOR EACH UNIT THAT CAN ACCOMMODATE A DEDICATED 208 240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR A SUBPANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET, BOX OR ENCLOSURE. 2.THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MIN. DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. 3.THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. 4.THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS 5.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". (4.211.4, ENERGY CODE SEC.110.10) 6.A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SEC. 110.10(b) THROUGH 110.10 (c) SHALL BE PROVIDED TO THE OCCUPANT. (ENERGY CODE SEC.110.10(d)) 7.THE FLOW RATES OF ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SEC. 4.303.1 8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. 9.SOIL-BASED IRRIGATION CONTROLLER TO BE INSTALLED IN THE GARAGE SEE UNIT PLANS. 10.FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL (STATE ASSEMBLY BILL NO. 1881) 11.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SEC. 313.0 OF THE LOS ANGELES PLUMBING CODE. 12. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. 13.AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SEC. 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. 14.ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S EPA PHASE II EMISSION LIMITS WHERE APPLICABLE 15.WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED 16.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNIT THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT. 17.ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 4.504.3 18.THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 19.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 20.THE FORMALDEHYDE EMISSION VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALEDHYDE CONTECT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 21.BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE BUILDING INSPECTOR. 22.THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT SELECTED IN ACCORDANCE WITH ANSI/ACCA 36-S MANUAL S-2004. FIRE PROTECTION 1.THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA13D (R313, 12.21A17(d)) 2.THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION 3.AN APPROVED SMOKE ALARM SYSTEM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314) 4.AN APPROVED CARBON MONOXIDE SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH DWELLING UNIT SLEEPING AREA IN IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315) 2.NO DEBRIS, SOIL, OR OTHER MATERIALS SHALL BE PLACED OR DEPOSITED WITHIN THE TREE PROTECTION ZONE OR AROUND OR ON TREE(S) LOCATED WITHIN THE PUBLIC RIGHT OF WAY. 3.TREES GROWING IN THE PUBLIC RIGHT OF WAY SHALL BE PROTECTED AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND VEHICULAR INGRESS EGRESS TO THE PROPERTY BY PLACING TRENCH PLATES OF PLYWOOD TO PREVENT SOIL COMPACTION. 4.NO TRIMMING OF TREE LOCATED IN THE PUBLIC RIGHT OF WAY SHALL BE PERMITTED. NO TRIMMING OF TREE ROOTS SHALL BE PERMITTED. IF ANY CONFLICT EXISTS BETWEEN CONSTRUCTION AND EXISTING CITY TREE, THE CONTRACTOR WILL CONTACT CITY'S FACILITY AND FIELD SERVICES DIVISION AT 323.848.6339 5.TREE CURRENTLY GROWING WITHIN THE CITY PUBLIC RIGHT OF WAY (1) PLATANUS ACERIFOLIA (LONDON PLANE TREE). SHALL BE PROTECTED AND RETAINED PER THE REQUIREMENTS. 6.OWNER IS RESPONSIBLE FOR FOR NOTIFYING THE FACILITIES AND FIELD SERVICES DIVISION WHEN DEMOLITION CONSTRUCTION PERMITS ARE ISSUED. CITY STAFF WILL INSPECT TO ENSURE THAT APPROPRIATE TREE PROTECTION MEASURES ARE IN PLACE. FAILURE TO DO SO MAY RESULT IN CONTRACTOR BUILDER NEEDING TO POST A BOND WITH THE CITY OF WEST HOLLYWOOD AS INSURANCE AGAINST TREES FAILURE. NOTE: A 6'-0" HIGH FENCE WILL BE PROVIDED WITH SCREENING AROUND THE PROPERTY PRIOR TO START DEMOLITION NOTE: A SIGN OF 2'x2' (W LETTERING NO LESS THAN 2" IN HEIGHT ON A CONTRASTING BACKGROUND, VISIBLE AND READABLE FROM THE PUBLIC RIGHT OF WAY) SHALL BE POSTED ON THE SITE AT LEAST THREE DAYS PRIOR TO THE START OF DEMOLITION/CONSTRUCTION STATING THE FOLLOWING: a) DEMOLITION CONSTRUCTION ACTIVITY ON THIS PROPERTY IS ANTICIPATED TO BEGIN ON (DAY/DATE) AND ANTICIPATED LENGTH OF CONSTRUCTION PERIOD (MONTHS) b) CONTACT INFORMATION INCLUDING NAME AND PHONE NUMBER OF PROJECT OWNER OR OWNER'S REPRESENTATIVE NOTE: DURING THE DEMOLITION OF THE BUILDING AND NEW CONSTRUCTION, ALL AIR QUALITY MANAGEMENT DISTRICT AND STATE OF CALIFORNIA REQUIREMENTS, INCLUDING DUST CONTROL, SHALL BE MET NOTE: PROJECTS SHALL DIVERT A MINIMUM OF 80% OF ALL CONSTRUCTION AND DEMOLITION WASTE AWAY FROM LANDFILLS IN ACCORDANCE WITH THE STANDARDS SET BY THE DEPARTMENT OF PUBLIC WORKS. 1.EXISTING TREE IN THE PUBLIC RIGHT OF WAY SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION WITH CONSTRUCTION FENCING OR OTHER APPROVED MEASURES. THE TREE PROTECTION ZONE SHALL BE MAINTAINED AND IRRIGATED THROUGHOUT THE PROJECT. TREE PROTECTION ZONE GUIDELINES LEGEND EXISTING TO REMAIN NEW AREA TO BE ADDED 1 HARDSCAPE DIAGRAM SCALE 1/32" =1' 7 9 LEGEND 1. ADU 2. POOL 3. CONCRETE PAVERS 4. FRONT GARDEN 5. EXTERIOR SHOWER 6. OCULUS 7. DECK 8. BALLONA CREEK 9. MAIN HOUSE N SITE PLAN TOP OF POOL +158.00 TOTAL BUILDING HEIGHT ROOF ELEVATION +165.50 TOP OF 10'-11" 1 2 3 Z 4 5'-0" MIN. 1 5'-0" MIN. 12'-2 16'-5 TO TOP OF ROOF TO TOP OF ROOF 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM LONGWOOD RESIDENCE 1025 S Longwood Ave Los Angeles, CA 90019 STYLE LINE INTERIOR EXTERIOR FLOOR WATERPROOFING MOMENT FRAME BLOCKING REQUIRED MALUX FIXED SILL 2" STEEL BEAM EVERY 5' BLOCKING REQUIRED 3 3 860 3 STEEL PLATE SUPPORT STEEL TUBE HEADER 8'-0" 5'-63 4 5'-63 4 5'-6 5'-63 4 5'-6 5'-63 4 33'-103 4 2 SLIDING DOOR PLAN 1 MOMENT FRAME WITH PROPOSED HUNG HEADER ELEVATION SCALE 1/2" =1' 3 MOMENT FRAME WITH STEEL PLATE SUPPORT AND STEEL TUBE HEADER SECTION N ADU PLAN LEGEND 1. ADU 2. POOL 3. CONCRETE PAVERS 4. FRONT GARDEN 5. EXTERIOR SHOWER 6. OCULUS 7. DECK 8. LIVING ROOM / KITCHEN 9. BATHROOM 10. STEAM ROOM 11. BEDROOM 12. SAUNA 13. MAIN HOUSE 1 3 2 5 8 9 9 11 10 12 6 7 2'-5" 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS LONGWOOD RESIDENCE 1025 S Longwood Ave Los Angeles, CA 90019 PLAN CHECK 1ST SUBMITTAL 11 29 2016 PLAN CHECK 2ND SUBMITTAL A830 BRIDGE PLAN SCALE: 1/4" = 1'-0" BRIDGE DETAILS 1 BRIDGE ELEVATION SCALE: 1/4" = 1'-0" 2 BRIDGE ELEVATION SCALE: 1/4" = 1'-0" 3
MONICA STATE BEACH. NATURAL LANDFORMS ALLOW FOR VARIOUS EXPERIENCES WITHIN THE PARK. THE ELEVATED EARTHWORKS ARE INSPIRED BY THE SEA, THE UNDULATING LANDSCAPE IS REMINISCENT OF THE FORGOTTEN SAND DUNES THAT ONCE OCCUPIED THE SITE. THE UNIVERSALLY ACCESSIBLE DESIGNED PARK IS BOTH FUN AND EDUCATIONAL FOR CHILDREN OF ALL ABILITIES. TRADITIONAL BARRIERS ARE REMOVED THAT MAY HOLD BACK CHILDREN WITH PHYSICAL, COGNITIVE, VISION OR HEARING DISABILITIES FROM THE REST OF THE GROUP. THE PLAYGROUND AREAS ARE HIGHLIGHTED BY BARRIER-FREE EQUIPMENT. THESE STRUCTURES ALLOW FOR INCREASED MANEUVERING SPACE AND ARE COMPLIMENTED BY ACCESSIBLE SURFACES AND PATHS. A SENSORY GARDEN PROVIDES OPPORTUNITIES AND EQUIPMENT FOR KIDS TO LEARN THROUGH TOUCH AND IMAGINATIVE PLAY.
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING BUT NOT LIMITED TO PROGRAM LAYOUT, PATH & PLAYGROUND FORMS, SHADING STRUCTURES.
AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, CD, TO CONSTRUCTION ADMINISTRATION COMPLETION.
CREATED THE PRESENTATION FOR DESIGN-REVIEW BOARD APPROVAL, CITY PLANNING APPROVAL, COASTAL COMMISSION APPROVAL, PARKS & RECS APPROVAL. COORDINATED THE TEAM OF CONSULTANTS FOR BUILDING PERMIT AND CONSTRUCTION ADMINISTRATION COMPLETION.
REVIEWED AND APPROVED RFIs AND SUBMITTALS DURING CA.
SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR, CONSULTANTS AND STEEL MANUFACTURER.
LED POST-CONSTRUCTION PHOTOSHOOT FOR OFFICE ADMINISTRATION AND AWARDS PURPOSES.
46'-1" 87'-8" PLAYGROUNDLAYOUTPLAN VENICEBLVDLOSANGELES, 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS NORTHSANTAMONICA PALISADESBEACHPARK BEACHSANTAMONICA, 90403 SUBMITTALSUBMITTAL04/24/16 10/21/16 PLANCHECK SUBMITTAL CHECK DRAWING 6887 SCALE A150LAYOUT 41'-4" 12'-5" 18'-1" 11'-10" 3'-11" 30'-10" 12'-9" 13'-2" 27'-8" 40'-5" +13.00' +14.00' +15.00' '00.61+ +17.00' +16.00' +14.00' +12.00' +13.00' +17.00' CURB WALKWAY CURBLAYOUTPLAN LOS5747VENICEBLVD ANGELES, 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS NORTHSANTAMONICABEACHPARKSANTA830PALISADESBEACH MONICA, 90403 SUBMITTAL SUBMITTALSUBMITTAL10/21/16 CHECK DRAWING 6887 SCALE1/16" A151LAYOUTPLAN 22'-7" 30'-9" 10'-0"
11'-6"
WALKWAYTOCURBLAYOUTPLAN VENICEBLVDLOSANGELES, 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS NORTHSANTAMONICA PALISADESBEACHPARK BEACHSANTAMONICA, 90403 SUBMITTALSUBMITTAL04/24/16 10/21/16 CHECK SUBMITTAL DRAWING 6887 SCALE A152LAYOUTPLAN 24'-10" 17'-1" 62'-1" 13'-4" 10'-11" 10'-10" 4'-0" 62'-11" 49'-2" 14'-10" +12.00'+13.00'+14.00' +16.00'+17.00' +11.00' '00.21+ +13.00' +14.00' +17.00' +16.00' +15.00' +14.00' +12.00' +13.00' +11.69' BURMLAYOUTPLAN VENICEBLVDLOSANGELES, 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS NORTHSANTAMONICA PALISADESBEACHPARK BEACHSANTAMONICA, 90403 SUBMITTALSUBMITTAL04/24/16 10/21/16 CHECK SUBMITTAL DRAWING 6887 SCALE A153LAYOUTPLAN 59'-10" 3'-10" 14'-10" 10'-11" 12'-5" 4'-11" 45'-6" 42'-8"
49'-11" 42'-7"
+12.00' +11.07' +13.00' +15.00' +16.00' +17.00' +16.00' '00.51+ +12.00' '00.31+ +11.69' WALKWAY RETAININGWALLLAYOUTPLAN DRAWING 6887 SCALE1/16" A154LAYOUTPLAN UNIVERSALLY ACCESSIBLE PLAYGROUND FOR 3STATUS: COMPLETED JUN 2018 PROGRAM: UNNIVERSALLY ACCESSIBLE PLAYGROUND SIZE: 43,440 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER CLIENT COMMUNITY CORP OF SANTA MONICA COLLABORATORS KIM & ASSOCIATES ENGINEERING AHBE LANDSCAPE ARCHITECTS OBANDO & ASSOCIATES MACHINEOUS CONSTRUCTION SERVICES RECREATION REPUBLIC AWARDS AMERICAN ARCHITECTURE AWARD 2018 LOS ANGELES ARCHITECTURAL AWARD 2019 APWA BEST AWARD 2019 NOMINATION, INTERIOR DESIGN BEST OF YEAR AWARD 2020 A NEW SEA-SIDE PARK FOR THE CITY OF SANTA MONICA. LOCATED ON AN ACRE PARCEL AT THE BASE OF THE BLUFF LOCATED BETWEEN THE PACIFIC COAST HIGHWAY AND SANTA
30'-0" 30'-0" 9'-10" C D E 30'-0" 6 7 8 5'-10" 13'-3" 26'-5" TENSILE FABRIC 6 5/8X10 HSS (SSD) 4 3/8X10 CURVED HSS (SSD) 6 5/8" DIAMETER STRUCTURAL STEEL POST (SSD) 4 3/8X10 HSS (SSD) 43'-3" 6 5/8X10 HSS (SSD) 7" 8 5/8X10 HSS (SSD) 1 A703 A702 2 NOTE: ALL METAL IS GALV. STEEL PICKLED, PRIMED AND PAINTED WITH TNEMEC PAINT U.O.N. MATERIAL LEGEND BEACH SAND RUBBER STAMPED CONCRETE CONCRETE NYLON FABRIC 4 3/8 x 10 CURVED HSS (SSD) TENSILE FABRIC 6 5/8 x 10 HSS (SSD) 6 5/8" DIAMETER STRUCTURAL STEEL POST (SSD) 16'-6" 10" CONCRETE FOOTING (SSD) 6'-3" 11'-4" 6'-0" 23'-7" MAX HEIGHT TOP OF CANOPY 3 +34'-7" TOP OF CANOPY1 & 2 +28'-7" TOP OF GRADE+11'-0" PICKLED, PRIMED AND PAINTED WITH TNEMEC PAINT U.O.N. 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM SANTA MONICA NORTH BEACH PARK 830 PALISADES BEACH RD. SANTA MONICA, CA 90403 SUBMITTAL 04/24/16 1ST SUBMITTAL 10/21/16 PLAN CHECK PLAN CHECK DRAWING # 6887 1 CANOPY 03 ENLARGED PLAN SCALE 3/16" =1' 2 CANOPY 03 SECTION SCALE 1/4" =1' A702 ENLARGED DRAWINGS CANOPY STRUCTURE 02 TENSILE FABRIC 6 5/8X10 HSS (SSD) 4 3/8X10 CURVED HSS (SSD) 6 5/8" DIAMETER STRUCTURAL STEEL POST (SSD) 16'-9" 10" 34'-10" TOP OF GRADE+11'-0" TOP OF BERM +17'-3" 6'-3" 11'-4" 6'-0" TOP OF CANOPY 1 & 2 +28'-7" TOP OF CANOPY 3 +34'-7" 23'-7" MAX HEIGHT NOTE: ALL METAL IS GALV. STEEL PICKLED, PRIMED AND PAINTED WITH TNEMEC PAINT U.O.N. 2
3 4 5 TEAM MEMBERS: MINA JUN
3'-0" 6'-8"
10'-7" 84'-5" 12'-11" 6'-11" 20'-0" +12.00' +11.07' +13.00' +17.00' +14.00' '00.21+ +11.69'
38'-3"
7'-11" 135'-8"
1
S220 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS SANTA MONICA NORTH BEACH PARK 1150 MONTANA AVE SANTA MONICA, CA 90403 PLAN CHECK SET 07/08/16 555 W. Redondo Beach Blvd., #241 Gardena, California 90248 KNSE Job no. 15110-10 PLAN CHECK RESUBMITTAL 02/15/17 PLAN CHECK 2ND SUBMITTAL 07/14/17 CHILDREN OF ALL ABILITIES PARKING LOT B I K E P A T H PL. 69.75' PL. 171.75' EL. +11.00' EL. +10.80' MAXSLOPE 5% SLOPEMAX5% PL.211.75' 5'-11" 4'-5" [EXISTING TO REMAIN] BEACH SAND [EXISTING TO REMAIN] A C D F EXISTING PALM TREE EL. +13.00' EL. +17.00' EL. +13.00' SLOPEMAX5% MAXSLOPE 5% MAXSLOPE 5% MAXSLOPE 5% MAXSLOPE 5% MAXSLOPE 5% MAXSLOPE 5% MAXSLOPE 2% MAXSLOPE 2% SLOPEMAX2% EL. +11.72' 7'-0" CONCRETE DECK WITH 1' 10' 3'-8" LOS ANGELES, CA 90019 TIGHEARCHITECTURE.COM SANTA MONICA SANTA MONICA, CA 90403 DRAWING 6887 A101 DN 21'-8" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" A C D F 6'-9" 7'-2" 6'-7" 3'-6" 4'-7" 4'-6" 5'-7" 6'-3" 6'-0" 2'-5" 2'-2"2'-1" 2'-6" 9" 2'-4" "2-'3 3'-2" 9" 3'-9" 7" 1'-9" 1'-0" 1'-0" 1'-0" LOS ANGELES, CA 90019 TIGHEARCHITECTURE.COM SANTA MONICA SANTA MONICA, CA 90403 02/01/2018 SK-004.1 0’ 50’ 100’ N SITE PLAN LEGEND 1. ENTRY 2. PLAY AREA (AGES 2-5) 3. PLAY AREA (AGES 5-12) 4. SENSORY GARDEN 5. BIKE PATH 6. PUBLIC RESTROOM 7. ELEVATED PATH 8. PARKING LOT 9. LANDSCAPED BERM 10. SHADE STRUCTURES 11. PAVED SEATING AREA 12. DECK 30'-0" 30'-0" C E 30'-0" 6 7 5'-10" 13'-3" 26'-5" 6 5 TENSILE FABRIC 6 5/8X10 HSS 4 3/8X10 CURVED 6 5/8" DIAMETER POST (SSD) 4 3/8X10 HSS 43'-3" 6 5/8X10 HSS 7" 8 5/8X10 HSS 1 A703 SEE ENLARGED CANOPY DETAIL. A702 2 NOTE: ALL METAL IS PICKLED, PRIMED PAINTED WITH PAINT U.O.N. TENSILE FABRIC 6 5/8X10 HSS (SSD) 4 3/8X10 CURVED HSS (SSD) 6 5/8" DIAMETER STRUCTURAL STEEL POST (SSD) 14'-5" 16'-9" 10" 18'-6" 6'-3" 11'-4" 6'-0" TOP OF GRADE +11'-0" TOP OF BERM+17'-3" TOP OF CANOPY 1 & 2 +28'-7" TOP OF CANOPY 3 +34'-7" 23'-7" MAX HEIGHT NOTE: ALL METAL IS GALV. STEEL PICKLED, PRIMED AND PAINTED WITH TNEMEC PAINT U.O.N. TENSILE FABRIC 6 5/8X10 HSS (SSD) 4 3/8X10 CURVED HSS (SSD) 6 5/8" DIAMETER STRUCTURAL STEEL POST 18'-6" 10" 16'-8" 14'-4" 6'-3" 11'-4" 6'-0" TOP OF GRADE +11'-0" TOP OF BERM+17'-3" TOP OF CANOPY 1 & 2 +28'-7" TOP OF CANOPY 3 +34'-7" 23'-7" MAX HEIGHT NOTE: ALL METAL IS GALV. STEEL PICKLED, PRIMED AND PAINTED WITH TNEMEC PAINT U.O.N. 16'-6" 10" 6'-0" HEIGHT TOP OF CANOPY 3 +34'-7" TOP OF CANOPY1 & 2 +28'-7" CANOPY 03 CANOPY 03 ELEVATION 3 CANOPY 03 ELEVATION SCALE 3/16" =1' S220 TIGHEARCHITECTURE.COM 1150 MONTANA AVE Blvd., #241 Gardena, California 90248 KNSE Job no. 15110-10 S220 SANTA MONICA SANTA MONICA, CA 90403 555 W. Redondo Beach 02/15/17 2ND SUBMITTAL 07/14/17 SECTIONS AND 1 3 4 5 6 7 2 8 9 10 11 12 4'-6 1 4"4"4" 1 2 1'-0" 1'-2" 3'-8 4"4"4" 3 1'-0" 4"4" 4'-3" 4" 1'-0" 1'-2" 1'-0" 3'-9 1 2 9'-11" 3'-11 6" 4" 4" 2'-0 2'-1" 1'-7 1 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM SANTA MONICA NORTH BEACH PARK 830 PALISADES BEACH RD. SANTA MONICA, CA 90403 4 SOUND COLUMN ELEVATION SCALE 3/4" =1' 5 SCALE 3/4" =1' ABACUS DETAIL 7 SCALE 3/4" =1' SPINNER DETAIL 6 SCALE 3/4" =1' FLOATING ROCKS DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT AGGREGATE CONCRETE FOOTING 2 SCALE 3/4" =1' ROTATING NET DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE AGGREGATE CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING COMPACTED SUBGRADE 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE COMPACTED SUBGRADE WATERPROOFING 4'-6 1 4" 4" 1 2 1'-0" 1'-2" 3'-8 4"4"4" 3 1'-0" 4"4" 4'-3" 4" 1'-0" 1'-2" 1'-0" 3'-9 1 2 9'-11" 3'-11 2 6" 4"4"4" 2'-0 2'-1" 1'-7 1 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM SANTA MONICA NORTH BEACH PARK 830 PALISADES BEACH RD. SANTA MONICA, CA 90403 4 SOUND COLUMN ELEVATION SCALE 3/4" =1' 5 SCALE 3/4" =1' ABACUS DETAIL 7 SCALE 3/4" =1' SPINNER DETAIL 6 SCALE 3/4" =1' FLOATING ROCKS DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT AGGREGATE CONCRETE FOOTING 2 SCALE 3/4" =1' ROTATING NET DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE AGGREGATE CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING COMPACTED SUBGRADE 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE COMPACTED SUBGRADE WATERPROOFING 4'-6 1 4"4"4" 1 2 1'-0" 1'-2" 3'-8 4"4"4" 3 1'-0" 4" 4'-3" 4" 1'-0" 1'-2" 1'-0" 3'-9 1 2 9'-11" 3'-11 2 6" 4"4"4" 2'-0 2'-1" 1'-7 1 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM SANTA MONICA NORTH BEACH PARK 830 PALISADES BEACH RD. SANTA MONICA, CA 90403 4 SOUND COLUMN ELEVATION SCALE 3/4" =1' 5 SCALE 3/4" =1' ABACUS DETAIL 7 SCALE 3/4" =1' SPINNER DETAIL 6 SCALE 3/4" =1' FLOATING ROCKS DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT AGGREGATE CONCRETE FOOTING 2 SCALE 3/4" =1' ROTATING NET DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE AGGREGATE CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING COMPACTED SUBGRADE 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT CONCRETE FOOTING WATERPROOFING 3/8" WEAR COURSE RUBBER] COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE COMPACTED SUBGRADE WATERPROOFING 4'-6 4"4"4" 1'-0" 3'-8 4" 4" 4" 1 2 1'-0" 1'-2" 4"4" 4'-3" 4" 4" 1'-0" 1'-2" 1'-0" 3'-9 6" 4"4"4" 2'-0 1'-7 5747 VENICE BLVD LOS ANGELES, CA 90019 t.323.424.7594 TIGHEARCHITECTURE.COM REVISIONS SANTA MONICA NORTH BEACH PARK 830 PALISADES BEACH RD. SANTA MONICA, CA 90403 DD SET 4 SOUND COLUMN ELEVATION 5 ABACUS DETAIL 7 SPINNER DETAIL 6 FLOATING ROCKS DETAIL 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE COMPACTED SUBGRADE 2 SCALE 3/4" =1' ROTATING NET DETAIL 3/8" WEAR COURSE RUBBER] COURSE 3-1/2" TOTAL DEPTH PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE COMPACTED SUBGRADE WATERPROOFING WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE PER FALL HEIGHT REQUIREMENTS CONCRETE SUB BASE AGGREGATE COMPACTED SUBGRADE WATERPROOFING 3/8" WEAR COURSE RUBBER] IMPACT ATTENUATION BASE COURSE 3-1/2" TOTAL DEPTH REQUIREMENTS CONCRETE SUB BASE CONCRETE FOOTING ADA ENTRY PLATFORM LOCATION: SANTA MONICA, CA
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT’S REMODEL INCLUDING BUT NOT LIMITED TO NEW BUILDING FACADE, MATERIAL FINISHES, COURTYARD RE-DESIGN. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, CD, TO CONSTRUCTION ADMINISTRATION COMPLETION. MET WITH CITY OFFICIALS INCLUDING PLANNER, PLAN CHECKER AND INSPECTOR. COORDINATED THE TEAM OF CONSULTANTS THROUGH CONSTRUCTION ADMINISTRATION COMPLETION.
REVIEWED AND APPROVED RFIs, CORs AND SUBMITTALS DURING CA.
SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR, CONSULTANTS AND INSPECTOR.
LED POST-CONSTRUCTION PHOTOSHOOT FOR OFFICE ADMINISTRATION AND AWARDS PURPOSES.
BUILDING OUT INTO THE CITY. THE
OF THE ROOFLINE
AND (RE)ESTABLISHES
CITY. THE PROJECT IS A REMODEL OF AN EXISTING BUILDING CONSTRUCTED IN THE MID-EIGHTIES. THE RESULT IS A REIMAGINED, RECONFIGURED PROJECT. THE RETAIL SPACES WERE BROUGHT FORWARD TO MEET THE STREET AT THE GROUND LEVEL. A BOLD NEW FRONT ELEVATION CONSISTING MOSTLY OF GLASS OFFERS OPTIMUM TRANSPARENCY. THE 62,000 MIXED-USE BUILDING IS COMPRISED OF RETAIL, COMMERCIAL AND OFFICE SPACES. THE BUILDING MASSING IS BROKEN DOWN AND MADE MORE ACCESSIBLE TO THE PUBLIC.
BEFORE
8500 MELROSE 4STATUS: COMPLETED MAY 2018 PROGRAM: COMMERCIAL SIZE: 62,000 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER OLYMPIC-BARRINGTON PARTNERSHIP COLLABORATORS BERKOZ STRUCTURAL ENGINEERS BARAVARIAN CONSTRUCTION OBANDO & ASSOCIATES MASTER GLASS, INC. AWARDS LOS ANGELES ARCHITECTURAL AWARD 2019 INTERIOR DESIGN BEST OF YEAR AWARD 2019
8500 MELROSE IS A SITUATED AT A PROMINENT CORNER SITE AND SERVES AS A GATEWAY INTO THE CITY OF WEST HOLLYWOOD. THE BUILDING STANDS AT THE CONFLUENCE OF LA CIENEGA BLVD AND MELROSE AVENUE. A NEW GRAND MARQUEE MARKS THE INTERSECTION AND IS AN EXTENSION
THAT EXTENDS THE
REIMAGINED BUILDING POSSESSES AN ICONIC PRESENCE
A STRONG CONNECTION WITH THE
TEAM MEMBERS: MICHAEL HOE
LOCATION: WEST HOLLYWOOD, CA
N GROUND PLAN LEGEND 1. MAIN ENTRANCE 2. CENTRAL COURTYARD 3. BIKE PARKING 4. PARKING RAMP 5. RETAIL SPACES 6. OFFICE SPACES 7. EXTERIOR DECK 8. CORNER FEATURE WALL 9. ENTRANCE PILLARS 10. ALLEY WAY 11. EXIT STAIRCASE 12. REAR-YARD ENTRY 1 3 2 5 5 6 8 9 11 11 10 12 7 4 BEFORE AFTER
PROJECT RESPONSIBILITIES:
AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM CD TO CONSTRUCTION ADMINISTRATION COMPLETION.
COORDINATED THE TEAM OF CONSULTANTS THROUGH CONSTRUCTION ADMINISTRATION COMPLETION.
WORKED CLOSELY WITH THE CLIENT/OWNER IN COORDINATING DESIGN, MATERIAL, LIGHTING LAYOUT AND SPECS, LANDSCAPE SELECTION.
SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR. REVIEWED AND APPROVED RFIs, CORs AND SUBMITTALS DURING CA.
HILL HOUSE
A HEAVILY WOODED SITE IN THE HOLLYWOOD HILLS. THE SECLUDED LOT IS LOCATED IN THE ECLECTIC NEIGHBORHOOD OF RUNYON CANYON, MINUTES FROM THE HOLLYWOOD STRIP. A LAYERING OF BUILDING STRATEGIES USED TO CREATE THE 5,614 SQ FT HOUSE. THE MAIN LIVING LEVEL OPENS TO THE GARDENS AND TO THE VIEWS. THE FAÇADE OF GLASS ALLOWS FOR OPTIMAL TRANSPARENCY AND IS PROTECTED WITH A LAYER OF SCREENS THAT ALLOW FOR SUN PROTECTION AND PRIVACY. A FACETED VOLUME MAKES UP THE TOP LEVEL AND CONTAINS THE PRIVATE FUNCTIONS OF THE HOME. THE FLOATING MASS IS SHAPED BY THE CONSTRAINTS OF THE SITE AND PUNCTUATED BY SERIES OF OPENINGS THAT FRAME SPECIFIC VIEWS.
THE HOME IS ENVIRONMENTALLY SOUND. THE SUSTAINABLE STRATEGIES USED INCLUDE PHOTOVOLTAICS FOR POWER, A SOLAR HYDRONIC SYSTEM FOR THE HEATING OF WATER AND WELL AS STATE OF THE ART GREEN TECHNOLOGIES, MATERIALS AND BUILDING SYSTEMS.
LED POST-CONSTRUCTION PHOTOSHOOT FOR OFFICE ADMINISTRATION AND AWARDS PURPOSES.
7 6 8 9 HOLLYWOOD HILL HOUSE 5STATUS: COMPLETED NOV 2018 PROGRAM: PRIVATE RESIDENCE SIZE: 5,614 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER CLIENT PRIVATE CLIENT COLLABORATORS SALT AIR CONSTRUCTIONS MMC STRUCTURAL ENGINEERING OBANDO & ASSOCIATES AWARDS AMERICAN ARCHITECTURE AWARDS 2019 AIA LA RESIDENTIAL AWARDS 2019 COVER, INTERIOR DESIGN MAGAZINE 2018 DEVIATION OF FORM 2 1 3 4 TEAM MEMBERS: MICHAEL HOE
HOLLYWOOD
RESIDENCE IS LOCATED WITHIN
DESIGNED THE PROJECT’S MAIN ELEMENT INCLUDING THE FACADE, FENESTRATION, DETACHED UNDERGROUND STRUCTURE, AND POOL LAYOUT.
LOCATION: LOS ANGELES, CA
1 5 6 3 2 4 8 7 9 LEGEND 1. DRIVEWAY 2. 3-STORY MAIN STRUCTURE 3. UNDERGROUND MUSIC STUDIO 4. FRONT YARD GARDEN 5. POOL 6. MAIN ENTRANCE 7. DECK 8. SIDE GARDEN 9. SOLAR AREA SITE PLAN N SECOND LEVEL PLAN LEGEND 1. BEDROOM 01 2. BATHROOM 3. INTERIOR STAIRCASE 4. 3-STORY ATRIUM 5. RESIDENTIAL ELEVATOR 6. CLOSET 7. PRIVATE BALCONY 8. BEDROOM 02 9. BEDROOM 03 10. UNDERGROUND MUSIC STUDIO 1 3 2 5 8 9 4 6 7 7 10 N
THE CALIFORNIA HEADQUARTERS FOR DOUGLAS ELLIMAN REAL ESTATE IS LOCATED IN A PROMINENT OFFICE BUILDING IN BEVERLY HILLS. THE SPACE AND ACTIVITY CONTAINED WITHIN IS VISIBLE FROM THE STREET. AN OVERSIZED ROTATING MEDIA WALL IS CENTRAL TO THE OPEN FLOOR PLAN AND CAN BE CONFIGURED IN ANY NUMBER OF WAYS TO OFFER MULTIPLE CONFIGURATIONS FOR DISPLAY AND MEETING OPPORTUNITIES. AN ARCHITECTURAL STAIRCASE IS A BOLD DESIGN THAT UNITES THE TWO LEVELS. THE ORGANIC FORM OF THE SINUOUS STAIR IS CENTRAL TO ALL ACTIVITY. THE OFFICE SPACE IS A CLASSIC, TIMELESS ARCHITECTURAL INTERIOR WHERE ATTENTION TO DETAIL AND COMMITMENT TO SUSTAINABILITY PLAY A PROMINENT ROLE IN THE DESIGN OF THE 21ST CENTURY OFFICE ENVIRONMENT.
PROJECT RESPONSIBILITIES:
DESIGNED THE PROJECT’S MAIN ELEMENTS INCLUDING GRAND STAIRCASE, THE ROTATING MEDIA WALL, OFFICE PROGRAM LAYOUT WITHIN THE EXISTING BUILDING. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, CD, TO CONSTRUCTION ADMINISTRATION COMPLETION. COORDINATED THE TEAM OF CONSULTANTS FOR BUILDING PERMIT AND CONSTRUCTION ADMINISTRATION COMPLETION.
REVIEWED AND APPROVED RFIs AND SUBMITTALS DURING CA. SUPERVISED WEEKLY CONSTRUCTION SITE VISITS WITH GENERAL CONTRACTOR, CONSULTANTS AND STEEL MANUFACTURER. COLLABORATED IN POST-CONSTRUCTION PHOTOSHOOT FOR OFFICE ADMINISTRATION AND AWARDS PURPOSES.
GROUND LEVEL PLAN N
DOUGLAS ELLIMAN CA HEADQUARTERS 6STATUS: COMPLETED APR 2017 PROGRAM: COMMERCIAL SIZE: 11,000 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER CLIENT DOUBLAS ELLIMAN REAL ESTATE COLLABORATORS COFFMAN ENGINEERS L.E. WATERS CONSTRUCTION KGM ARCHITECTURAL LIGHTING L.H. HAJNAL & ASSOCIATES, MEP AWARDS LA ARCHITECTURAL AWARD 2017 INTERIOR DESIGN BEST OF YEAR AWARD 2019
LOCATION: BEVERLY HILLS, CA
CDM RESIDENCE IS LOCATED WITHIN CLOSE PROXIMITY TO CAMEO SHORES BEACH. THE RECTANGULAR FOOTPRINT OF THE BULDING IS DISECTED AS A STRATEGY TO BREAK UP THE MASS AND INTRODUCE ARCHITECTURAL ELEMENTS. A SPIRAL STAIRCASE ALLOWS FOR A MORE CENTRAL CONNECTION OF THE MULTIPLE LEVELS WITH A DIRECT VISUAL CONNECTION TO THE ENTRY FOYER. AN OPEN CIRCULAR LOUNGE AREA ALLOWS FOR NATURAL LIGHT TO TAKE OVER THE INTERIOR SPACES. THE MAIN LIVING LEVEL OPENS TO THE REAR GARDENS AND THE POOL. THE HOME IS ENVIRONMENTALLY SOUND. THE SUSTAINABLE STRATEGIES USED INCLUDE PHOTOVOLTAICS FOR POWER, A SOLAR HYDRONIC SYSTEM FOR THE HEATING OF WATER AND WELL AS STATE OF THE ART GREEN TECHNOLOGIES, MATERIALS AND BUILDING SYSTEMS.
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING ALL ARCHITECTURAL ELEMENTS, RESIDENCE LAYOUT, AND MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, TO CONSTRUCTION DOCUMENTATION. MANAGED ENTITLEMENT APPROVAL PROCESS. COORDINATED THE TEAM OF CONSULTANTS FOR BUILDING SUBMITTAL AND CD. MANAGED ALL CORRESPONDENCE WITH CITY OFFICIALS INCLUDING CITY PLANNER, PLAN-CHECKER AND CITY ENGINEER.
DN 5 A821 ENTRY BRIDGE ABOVE CLEAREANCE 8'-6" STEEL TREAD WITH AND LIMESTONE CLADDING @ 36 HT, GUARDRAIL @ 42" HT7 62 3 8 9 10 11 12 13 18 1 2 1 1 1 12 2 12" 12 12 12 12 12 12 2 12 2 2 17 17 17 17 16 16 16 15 14" 13 11 10 15 16 16 17" 25 25 48 19" 17 17 17 17 17" 17 16 16 15 14 14 17" 17 17 17" 31 29 ILLUSTRATION IN COMPLIANCE WITH R311.7.4 A823 GROUND LEVEL CURVED STEEL HANDRAIL @ 36" HT,6 36 LOWER LEVEL 92.9' GROUND LEVEL 1 7 5' 6"HEADROOM CLEAREANCE 8'-4" STEEL TREAD WITH CONCRETE FILL AND LIMESTONE CLADDING CURVED STEEL HANDRAIL @ 36" HT, GUARDRAIL @42" HT3 6 5757 VENICE BLVD. LOS ANGELES, CA. 9001 323 424 7594 www.tighearchitecture.com MILFORD DRIVE HOUSE 307 MILFORD DRIVE CORONA DEL MAR, CA 92 3/8" = 1'-0" 5 CIRCULAR STAIR SECTION EW GRADING PROPOSEDPRIMARY DE VE LOPMENT STRINGLINE SECONDARY DE OP MENT STRINGLINEFROM PROPERTY LINE 2: 3.40 LOUNGETYP TYP LOS ANG 323 A600 MILFORD 2ND PLAN COSTA DEL MAR RESIDENCE 7 STATUS: CONSTRUCTION DOCUMENTATION PROGRAM: PRIVATE RESIDENCE SIZE: 9,016 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER
CLIENT JOSEPH KARAKI COLLABORATORS GMEP STRUCTURAL ENGINEERS GMEP ENGINEERINGS GRAND KNIGHT ENGINEERING, INC A827 2 R 3 2% SLOPE 2% SLOPE 11' 10" 6' 0" 9' 11 4 A827 Sim 827 827 LOWER LEVEL 104.5 116.0 VERTICAL PROJECTION 119.1 0.70 65757 VENICE BLVD. LOS ANGELES, CA. 90019 323 424 7594 www.tighearchitecture.com A827 ENLARGED SKYLIGHT DETAIL 02 MILFORD DRIVE HOUSE 307 MILFORD DRIVE CORONA DEL MAR, CA 92625 2ND PLAN CHECK -09/30/2022 3/8" = 1'-0" 1 SKYLIGHT PLAN 3/8" = 1'-0" 2 ELEVATION
TEAM MEMBERS: ABEEHA ABID
CROSS SECTION
LOCATION: CORONAL DEL MAR, CA
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING FACADE, FENESTRATION, UNIT & PARKING LAYOUT, MATERIALITY AND LANDSCAPE. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN INTO DESIGN DEVELOPMENT.
LED AND CREATED THE PRESENTATION FOR NEIGHBORHOOD COUNCIL, DESIGN-REVIEW BOARD APPROVAL AND CITY PLANNING APPROVAL. WORKED CLOSELY WITH CITY OFFICIALS INCLUDING CITY PLANNER, URBAN ARCHITECT, PUBLIC WORKS ENGINEER AND FIRE INSPECTOR.
POOL, SPA AND BBQ AREAS. THE YOGA STUDIO, MAIN LOBBY, THEATER ROOM, GAME ROOM AND BIKE ROOM OPEN UP TO THE COURTYARD FURTHER ACTIVATING THE SPACE. ALL THE CIRCULATION IS OUTDOOR FURTHERING THE USE OF NATURAL LIGHT AND AIRFLOW. EAST ELEVATION
-GROUND LEVEL---398 - 6"BASEMENT LEVEL106" 106" 106"21 0"--ST2 GR MP3 MP5 ----INTEGRAL COLOR, WHITE METAL PANEL (MECHANICAL SCREENING) GUARDRAIL PAINTED DARK-8' 19' - 5' - 27' 8' 10 19' 33' 29' 29' 29' 29' 10 - - 10' - - - - -ESIDENTIAL ENTRY GATE MATERIAL LEGEND 12 STANDING SEAM METAL ANEL -WHITE GR MP4 ST1 ST3 LOS AN 323.4 ighea A500 WEST-20.0% 5.0%P.L. -10"A240 N 3/32" 1'-0" 1 SECOND LEVEL PLAN 1317 CRESCENT HEIGHTS 8STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI-FAMILY SIZE: 150,629 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER CLIENT IRANIAN AMERICAN JEWISH FEDERATION 1317 CRESCENT HEIGHTS IS A NEW MULTI-FAMILY PROJECT PROVIDING 90 UNITS LOCATED AT THE CORNER OF CRESCENT HEIGHTS BLVD AND FOUNTAIN AVE, CITY OF WEST HOLLYWOOD, CA. THE 4-STORY MASS OF IS PULLED AWAY FROM THE CORNER TO INCORPORATE PUBLIC & PRIVATE GREEN SPACES ON NATIVE SOIL. LANDSCAPE SPECIES WILL ACHIEVE MATURE GROWTH AND CREATE A LARGER URBAN-LANDSCAPE GESTURE. THE L-SHAPED CONFIGURATION DEFINES AN OPEN COURTYARD SCHEME INCLUDING SWIMMER’S
GROUND
N
------
LEVEL PLAN
TEAM MEMBERS: ABEEHA ABID
LOCATION:
WEST HOLLYWOOD, CA
1300 CRESCENT HEIGHTS IS A MULTI-FAMILY PROJECT ADJACENT TO 1317 CRESCENT HEIGHTS NEW PROPOSAL. THE NEW 4-STORY BUILDING WILL PROVIDE 42 UNITS FOR THE COMMUNITY OF WEST HOLLYWOOD. THE SCALE AND CHARACTER OF THE BULDING ARE REFLECTIVE OF THE NEIGHBORHOOD CONTEXT. THE ALLOWABLE FOOTPRINT IS BROKEN UP WITH A SERIES OF CUTS THAT REDUCE THE SCALE WHILE ALLOWING NATURAL LIGHT AND AIRFLOW THROUGH ALL THE UNITS WITH EXTERIOR CIRCULATION. THE COURTYARD VOID REACHES AND EXTENDS EAST TO WEAST AND NORTH TO SOUTH. THE TWO UPPER LEVELS ARE PUSHED BACK TO BREAK THE VERTICAL SCALE ALONG THE STREETSIDE. A LANDSCAPE CORNER FEATURE IS OFFERED TO THE COMMUNITY WHILE SOFTENING THE BUSY INTERSECTION.
1300 CRESCENT HEIGHTS
STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI-FAMILY SIZE: 48,906 SQFT
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING FACADE, FENESTRATION, UNIT & PARKING LAYOUT, MATERIALITY AND LANDSCAPE. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN INTO DESIGN DEVELOPMENT.
LED AND CREATED THE PRESENTATION FOR NEIGHBORHOOD COUNCIL, DESIGN-REVIEW BOARD APPROVAL AND CITY PLANNING APPROVAL.
WORKED CLOSELY WITH CITY OFFICIALS INCLUDING CITY PLANNER, URBAN ARCHITECT, PUBLIC WORKS ENGINEER AND FIRE INSPECTOR.
CLIENT IRANIAN AMERICAN JEWISH FEDERATION
SECTION
GROUND LEVEL PLAN N
9
PROJECT
FIRM: PATRICK TIGHE ARCHITECTURE
ROLE: PROJECT MANAGER / LEAD DESIGNER
TEAM MEMBERS: NICK WU
LOCATION: WEST HOLLYWOOD,
CA
PROJECT RESPONSIBILITIES:
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING FACADE, FENESTRATION, UNIT & PARKING LAYOUT, MATERIALITY AND LANDSCAPE. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN, DD, INTO CONSTRUCTION DOCUMENTATION.
LED AND CREATED THE PRESENTATION FOR NEIGHBORHOOD COUNCIL, DESIGN-REVIEW BOARD APPROVAL AND CITY PLANNING APPROVAL. WORKED CLOSELY WITH CITY OFFICIALS INCLUDING CITY PLANNER, URBAN ARCHITECT, PUBLIC WORKS ENGINEER AND FIRE INSPECTOR.
A BOLD FRONT
CONCRETE
THE EXTERIOR WALL IS PUSHED
PROVIDES A RHYTHMIC LANGUAGE AS A
FURTHER
AND IMPLEMENT PRIVATE BALCONIES TO EACH FRONT-FACING UNIT. THE FOOTPRINT IS BROKEN UP BY A CENTRAL COURTYARD TO ALLOW FOR MAXIMUM USE OF NATURAL LIGHT AND AIRFLOW THROUGH OUT ALL CORRIDORS. THE ROOF LEVEL INCLUDES BOTH PRIVATE AND COMMON OPEN SPACES. SITE PLAN
GROUND LEVEL 98' 0" SECOND LEVEL 108' 6" THIRD LEVEL 119' 0" PARKING LEVEL 87' 6" ROOF LEVEL 9 6 0 6 1 0 6 1 0 6 FOURTH LEVEL 129' 6" MAX. ROOF HEIGHT 149' 6" A A E.1 F F H H J J B.2 C.2 D.2 G.2 I.2 8 M A IM U M U IL D IN G H E IG T L O W D E R U IL D IN G C O D E S E A 3 5 1 C 404.11 404.20 204.10 201.9 301.9 401.9 104.8 CFB1 CFB1 CFB1 CFB1 CFB1 CFB1 ST1 CFB1 CFB1 500.4 SIDE YARD SETBACK 7' - 0" L PL 7' 0" 100.1 103.2 1 A600 0' 4" C 5 0 M X IM U M B U IL D IN G H E IG H T P E Z O N IN G E E A 5 2 155.89' 143.50' 59' 4" 149.51' 1265 N SWEETZER AVE. EXISTING MULTI-STORY BUILDING A.N.G ELEVATOR PENTHOUSE 155' 4" 59' 4" MP2 MP2 MP2 MP2 PARAPET 143' 5" 42" HT GUARDRAIL ALUMINIUM PANEL WITH WATER JET CUT PATTERN (SEE 3/A841) 42" HT GUARDRAIL ALUMINIUM PANEL WITH WATER JET CUT PATTERN (SEE 3/A841) 42" HT GUARDRAIL ALUMINIUM PANEL WITH WATER JET CUT PATTERN (SEE 3/A841) 6' 8" 10' 2" 6' 4"2' 10"6' 8"4' 2" 15' 6' 8" PCP2 PCP1 PCP2 AFW PCP2 PCP2 PCP1 PCP1 PCP1 PCP1 PCP1 PCP1 METAL FLOOR MOUNTED DARK BRONZE STREET ADDRESS (UNDER SEPARATE PERMIT) A F H J B.2 C.2 D.2 G.2 I.2 1 A600 6' 8" 15' 9" 4' 2"6' 8"2' 10"6' 4" 10' 2 6' 8" 59' 4" 1/8" = 1'-0" 2 EAST ELEVATION 2.2 10 3.2 7.2 8.2 11.2 12.2 6.2 14.2 19 B.2 B.2 I.2 I.2 17.2 500.1 STAIRCASE LINEAR FIRE PIT WITH BENCH (SEE SPEC A029) ICC ERS-1757 DEX-O-TEX EXIT STAIR #1 PL. 60.00' PL. 150.00' ID DRAWINGS) SMOKE GUARD M200 AUTO ESR-1136 (SEE 18 RISERS @ 7" 17 TREADS @ 11" 42" HT GUARDRAIL (SEE 3/A842) EXIT STAIR 18 RISERS @ 7" W/ PANIC HARDWARE MIN 60-MIL PVC SINGLE PLY MEMBRANE: SIKA SARNAFIL, S327 (SEE 1/A841) (10% FRONT YARD MODIFICATION) 16' 5" MIN. REQ. TANKLESS WATER PHOTOVOLTAICS PANEL SYSTEM SHALL BE TESTED, CONTRUCITON OF THE BUILDING. 1' 10" 16' 3" 11 -HR RATED WALL, STC-50 EMERGENCY EXIT SIGNAGE LINEAR DRAIN KITCHEN EXHAUST BATHROOM EXHAUST VENT TO OUTSIDE, MIN 50 CFM COM. STANDARD C1 RES. STANDARD R1 LG TERM 8-BIKE RACK B1A COM. COMPACTRES. COMPACT R3 GUEST STD G1 GUEST COMP G3 RETAINING WALL TYPE GYP BD INT -1 HR STUCCO & 2X 5/8" TYPE X GYP BD INT -2 HR 2X6 WD STUD, 5/8" TYPE GYP BD BOTH SIDES, INT WAL 0.1 DINING ROOM ROOM NAME ROOM NUMBER TOTAL REQUIRED 20 01 120 REVISIONS PLAN PLAN ROOF PLAN UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY AY AUSE CONSTRUCTION 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT." SECTION 1205.2 OR SHALL BE PROVIDED AN AVERAGE ILLUMINATION OF 10 FOOT5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. CODE. 9. WATER HEATERS MUST BE STRAPPED TO WALL (SEC.507.3, UPC) EXTERIOR WALLS AND DOORS. (LAMC 91.6306) b. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND EXIT W/ NFPA 13 SPRINKLER SYSTEM (1000 SF BETWEEN DRAFT STOPS) THE BUILDING IS SPRINKLERED W/ NFPA13 SPRINKLER SYSTEM (3000 SF BETWEEN DRAFT STOPS) FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 717 AT THE SPACES, AT 10' INTERVALS ALONG THE LENGTH OF THE WA d. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. ARE WITHIN THE UNIT AND NON-BEARING. BACK TO BACK UBS WITH COMMON c. ATTIC ACCESS OPENINGS IN 1-HOUR CEILING CAN BE LAYERS OF 3/4" PLYWOOD OR ONE LAYER OF 1-5/8" T&G MATERIAL, SELF-C g. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. (716.5) INSULATION IS NOT APPROVED. (713.4.1.1) ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQU OPENINGS (FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS) ARE REQUIRED TO BE FIRE PROTECTION FIRE EXTINGUISHING SYSTEM, PROVIDE PORTABLE FIRE EXTINGUISHER WITH RATIN OF NOT LESS THAN 10BC FOR KITCHENS, ELECTRICAL ROOMS, MECHANICAL ROOMS, RAMPS TO BE CLASS C. SEALANT, ICC ESR-1868. 8. DOORS SHALL BE 1.5 HR FIRE RATED AND WINDOWS SHALL BE 1.5 HR FIRE RATED IN MEANS OF EGRESS NOTES EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOR EXIT DISCHARGE 8. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A 11. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHA ED ON PLANS. (T-803.9) 3. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS ETC) AS INDICATED ON THE PLAN. FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. 6.PROVIDE AGRICULTURE BOARD, FSC CERTIFIED OR RAPIDLY RENEWABLE CABINETRY MATERIAL. (SEE GRN1) CONTENT) (SEE GRN1) 9.USE LOW-VOC SEALANTS AND ADHESIVES (<= 50 G/L) (SEE GRN1) MATERIALS USED IN SUCH WALLS SHALL BE OF TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (1210.2.2) OUTSIDE OF THE BUILDING. FANS MUST BE CONTROLLED BY HUMIDITY CONTROL GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATION: (SEC 2509.2) c.ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES O.C. FOR 1/2 INCH FLOOR AND CONNECTED TO PERMANENT WIRING. 29 TOTAL PER ZONING CODE: 100% 2424 %1,631.00 3,358 SF 14,078 SF 14,729 SF 343 457 457 343 457 457 40*40*3.0 GA , SQUARE STL TUBE FRAME Keel 180*250*8.0mm STL GA SQUARE FLANGE 40*40*3.0 GA SQUARE STL TUBE FRAME WELDING CONNECTED WITH MAIN KEEL FOR SUPPORTING TO FURRING KEEL Main view and keel layout 1-1 N 101257 SWEETZER STATUS: UNDER CONSTRUCTION PROGRAM: MULTI-FAMILY SIZE: 30,312 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER CLIENT TRANSATLANTIC, LLC
IS A NEW
PROJECT PROVIDING 14 UNITS
THE
THE
SUBTERRANEAN
LEVEL.
ELEVATION
SWEETZER CONDOS
MULTI-FAMILY
FOR
CITY OF WEST HOLLYWOOD.
4-STORY BULDING ALSO INCLUDES A
PARKING
ELEVATION CONSISTING OF PRECAST
PANELS
VERTICAL ELEMENT.
BACK
TO PROVIDE RELIEFS
TEAM MEMBERS: BOSEN LI
LOCATION: WEST HOLLYWOOD, CA
LOCATION: WEST HOLLYWOOD, CA 11
DESIGNED THE ENTIRETY OF THE PROJECT INCLUDING FACADE, FENESTRATION, UNIT & PARKING LAYOUT, MATERIALITY AND LANDSCAPE. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT FROM SCHEMATIC DESIGN INTO DESIGN DEVELOPMENT. LED AND CREATED THE PRESENTATION FOR NEIGHBORHOOD COUNCIL, DESIGN-REVIEW BOARD APPROVAL AND CITY PLANNING APPROVAL. WORKED CLOSELY WITH CITY OFFICIALS INCLUDING CITY PLANNER, URBAN ARCHITECT, PUBLIC WORKS ENGINEER AND FIRE INSPECTOR.
WHITE PANELIZED-METAL FACADE LAYERED WITH VERTICAL WOOD SLITS TO ALLOW FOR THE BALANCE BETWEEN PRIVACY AND TRANSPARENCY. A FULL SLIDING GLASS DOOR IS PROVIDED AT EACH SET-BACK BALCONY TO ALLOW MAXIMUM LIGHT EXPOSURE WITH PROTECTION. THE COMMON OPENS SPACES INCLUDING A POOL ARE LOCATED AT THE REAR YARD OF THE LOT.
DN DN P.L. 161.82' LADDERRR P T42" HT PLANTER WALL 36" HT MECHANICAL DEX-O-TEX WEATHERWEAR ICC ERS-1757 OVER THE MECHANICAL CK 35747 VENICE BLVD. LOS ANGELES, CA. 90019 323.424.7594 www.tighearchitecture.com REVISIONS A.300 ROOF LEVEL PLAN WEST KNOLL CONDOS 1/8" 1'-0" 1 FIFTH LEVEL PLAN 1,154 SF 1,164 SF RESIDENTIAL TOTAL 10,777 SF CIRCULATION 994 SF ZONING AREA CALCULATIONS GROUND LEVEL 276' - 0" SECOND LEVELTHIRD LEVEL 298' - 8" FOURTH LEVEL 309' - 8" ROOF LEVEL 320' - 8" MAX HT 329' - 8" AVG GRADE PLANE 268' - 0" 90 10 110 1041 PL P B U L N G E G H 5 M A L O W E DPARKING LEVEL 2 254' - 9" STREET LEVEL 265' - 8" 2 A.600 1 A.620 PARKING LEVEL 1 261' - 8" TOP OF PARAPET 324' - 2" 1 A.630 EXISTING BUILDING 4 STORY MULTI FAMILY BUILDING 42" HT GLASS GUARDRAIL 42" HT GLASS GUARDRAIL 42" HT GLASS GUARDRAIL 42" HT GLASS GUARDRAIL 102.2 101.2 302.7 301.7 320' 8" MP1 GR MP1 WD2 GR GR BFC ST2 WD2 1 A.640 A.640 A.844 Sim WD2 6 M A1 6 M AGROUND SECOND THIRD FOURTH ROOF AVG GRADE TOP OF COMMON SOUTH ELEVATION N ELEVATION WEST KNOLL CONDOS STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI-FAMILY SIZE: 24,199 SQFT FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER WEST KNOLL CONDOS IS A NEW MULTI-FAMILY PROJECT PROVIDING 9 UNITS FOR THE CITY OF WEST HOLLYWOOD. THE 4-STORY BULDING ALSO INCLUDES A SUBTERRANEAN PARKING LEVEL. THE SIMPLE YET ELEGANT FRONT ELEVATION CONSIST OF A
CLIENT IRANIAN AMERICAN JEWISH FEDERATION TEAM MEMBERS: ABEEHA ABID
SITE
PLAN
PROJECT RESPONSIBILITIES:
LED
5747 VENICE BLVD.
LOS ANGELES, CA. 90019
t 323.424.7594 www.tighearchitecture.com
REVISIONS PROJECT RENDERINGS
BROADWAY
2225 BROADWAY
SANTA MONICA, CA 90404
PLAN CHECK SUBMITTAL 09 17 / 18
PLAN CHECK 2ND SUBMITTAL 01 11 19
PLAN CHECK 3RD SUBMITTAL 03 18 19
PLAN CHECK 4TH SUBMITTAL 05 31 / 19
18BLD-7729
11/04/19 SELECTED DESIGN PROJECTS 12 FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER STATUS: UNDER CONSTRUCTION PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 200 UNITS SIZE: 210,000 SQFT STATUS: UNDER CONSTRUCTION PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 34 UNITS SIZE: 68,893 SQFT STATUS: UNDER CONSTRUCTION PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 15 UNITS SIZE: 42,028 SQFT STATUS: COMPLETED 2017 PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 47 UNITS SIZE: 88,140 SQFT BARRANCA APARTMENTS LOS ANGELES, CA PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER CLOVERFIELD
SANTA MONICA, CA BROADWAY
SANTA MONICA,
LOS
MIXED-USE
MIXED-USE
CA CACTUS LA
ANGELES, CA LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO CD. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO CD.
LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO CD.
THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO CD.
1 RENDER 01 1 2 RENDER 01 RENDER 02
PROGRAM:
UNITS:
UNITS SIZE:
STATUS: DESIGN DEVELOPMENT PROGRAM:
UNITS:
UNITS SIZE:
SQFT STATUS: CONSTRUCTION DOCUMENTATION PROGRAM: MULTI FAMILY UNITS: 5 UNITS SIZE: 15,200 SQFT STATUS: CONSTRUCTION DOCUMENTATION PROGRAM: INSTITUTION, RECREATIONAL, EDUCATIONAL. SIZE: 55,384 SQFT MODELO COMMERCE, CA FAIRFAX RESIDENCES WEST HOLLYWOOD, CA PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER ASHTON RESIDENCES LOS ANGELES, CA BOYS &
LOWELL,
LED THE DESIGN, INCLUDING FACADE STUDIES,
AS LEAD DESIGNER,
DESIGN FROM SD INTO DD.
THE DESIGN,
NEIGHBORHOOD
BOARD APPROVAL
STATUS: DESIGN DEVELOPMENT
MIXED-USE (RESIDENTIAL)
850
17.32 ACRES
MIXED-USE (RESIDENTIAL)
6
24,062
GIRLS CLUB
MA
FENESTRATION & MATERIALITY.
OVERSAW THE PROJECT’S
LED
INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. LED AND CREATED THE PRESENTATION FOR
COUNCIL, DESIGN-REVIEW
AND CITY APPROVAL. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE ENTIRE PROJECT FROM SD INTO CD.
LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO DD.
SELECTED DESIGN PROJECTS 13 FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER STATUS: DESIGN DEVELOPMENT PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 52 UNITS SIZE: 72,052 SQFT STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI FAMILY UNITS: 38 UNITS SIZE: 37,970 SQFT STATUS: DESIGN DEVELOPMENT PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 71 UNITS SIZE: 111,928 SQFT STATUS: DESIGN DEVELOPMENT PROGRAM: MIXED-USE (RESIDENTIAL) UNITS: 30 UNITS SIZE: 35,816 SQFT 700 SANTA MONICA SANTA MONICA, CA 7TH ST 100% AFFORDABLE SANTA MONICA, CA 700 SANTA MONICA SANTA MONICA, CA 8500 SANTA MONICA WEST HOLLYWOOD, CA PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: LEAD DESIGNER LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO DD. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS LEAD DESIGNER, OVERSAW THE PROJECT’S DESIGN FROM SD INTO DD.
34 UNITS
DESIGN
UNITS: 23 UNITS SIZE:
SQFT STATUS:
DESIGN PROGRAM:
UNITS: 82 UNITS SIZE: 90,544 SQFT THE ECHO LOS ANGELES, CA 19TH ST 100% AFFORDABLE SANTA MONICA, CA 130 MARVISTA PASADENA, CA WATERMARK HEADQUARTERS LOWELL, MA PROJECT RESPONSIBILITIES: LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT DURING SCHEMATIC DESIGN. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT DURING SCHEMATIC DESIGN.
STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI FAMILY UNITS: 57 UNITS SIZE: 61,822 SQFT STATUS: DESIGN DEVELOPMENT PROGRAM: MULTI FAMILY UNITS:
SIZE: 21,080 SQFT STATUS: SCHEMATIC
PROGRAM: MULTI FAMILY
24,312
SCHEMATIC
MIXED-USE (OFFICE)
SELECTED DESIGN PROJECTS 14 FIRM: PATRICK TIGHE ARCHITECTURE PROJECT ROLE: PROJECT MANAGER / LEAD DESIGNER STATUS: IN DEVELOPMENT PROGRAM: MULTI USE FACILITY SIZE: 15,215 SQFT STATUS: SHORTLISTED 2019 PROGRAM: MUSEUM SIZE: 66,530 SQFT STATUS: SHORTLISTED 2020 PROGRAM: MUSEUM SIZE: 12,612 SQFT STATUS: OPEN COMPETITION 2017 PROGRAM: MUSEUM SIZE: 210,020 SQFT DESSERT TEMPLE JOSHUA TREE, CA ANNEX TO THE NATIONAL MUSEUM HELSINKI, FINLAND WHISTLER HOUSE MUSEUM LOWELL, MA GUGGENHEIM MUSEUM HELSINKI, FINLAND PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER LED THE DESIGN, INCLUDING CONCEPT, MASS DESIGN AND PRESENTATION AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROPOSED COMPETITION DESIGN. LED THE DESIGN, INCLUDING CONCEPT, MASS DESIGN AND PRESENTATION AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROPOSED COMPETITION DESIGN.
THE DESIGN, INCLUDING CONCEPT, MASS DESIGN AND PRESENTATION
PROJECT MANAGER,
OVERSAW THE PROPOSED COMPETITION
THE DESIGN, INCLUDING CONCEPT, MASS DESIGN AND PRESENTATION
PROJECT
THE PROPOSED COMPETITION
LED
AS
DEVELOPED &
DESIGN. LED
AS
MANAGER, DEVELOPED & OVERSAW
DESIGN.
STATUS:
DESIGN PROGRAM:
SIZE:
SQFT STATUS: IN DEVELOPMENT PROGRAM: SINGLE FAMILY HOME SIZE:
SQFT STATUS: IN DEVELOPMENT PROGRAM: SINGLE FAMILY HOME SIZE:
SQFT STATUS: IN DEVELOPMENT PROGRAM: SINGLE FAMILY HOME SIZE:
SQFT ONE ROSE WEST HOLLYWOOD, CA KUKUIHAELE RESIDENCE KUKUIHAELE, HI POWDER MOUNTAIN EDEM, UT LATIMER RESIDENCE SANTA MONICA, CA PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER PROJECT RESPONSIBILITIES: PROJECT MANAGER / LEAD DESIGNER LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION &
THE PROJECT DURING
THE DESIGN,
FACADE
PROJECT
SCHEMATIC
COMMERCIAL / RESTAURANT
10,800
11,387
7,025
8,560
MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW
SCHEMATIC DESIGN. LED
INCLUDING
STUDIES, FENESTRATION & MATERIALITY. AS PROJECT MANAGER, DEVELOPED & OVERSAW THE
DURING SCHEMATIC DESIGN. LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY.
AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT DURING SCHEMATIC DESIGN.
LED THE DESIGN, INCLUDING FACADE STUDIES, FENESTRATION & MATERIALITY.
AS PROJECT MANAGER, DEVELOPED & OVERSAW THE PROJECT DURING SCHEMATIC DESIGN.
ANTONIO C FOLLO
A: 306 W 3RD ST, UNIT 1102 LOS ANGELES, CA 90013
P: 786.223.8699
E: ANTONIOFOLLO88@GMAIL.COM
F
A
