BRUNO LARIOS E
D
B
C
3 __________
Keyn
A
2.23 2.29 2.33 2.45 3.07 4.01 4.02 5.18 5.26 6.16
JO B CA P TA IN
A3.1
T.O. Tower 58' - 6"
5.18
T.O. Parapet 54' - 0"
T.O. Bay Win. - 0" T.O.49' Plate 47' - 6"
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
7.28
2.33
STUDIO E ARCHITECTS
1) Walnut Studios - San Carlos, CA 20,000 sf Affordable Housing Job Captain • Floor Plans • Elevations • Wall Sections • Details • Planning Permit through Building Permit
WORK SAMPLES
8.02
4.02
Level 3 28' - 2"
Level 2 18' - 0" 6.16 4.01
General N
3.07 2.29
1.
M U LT I - F A M I LY 2.45
2
3D - NE Elevation View
1
North Elevation
When shown in el top of concrete, or Do not scale draw All clear dimension Architect. See Civil and Stru See Civil for adjac on exterior hardsc See Electrical for e
2. 3.
Level 1 0' - 0"
4. 5. 6.
AFFORDABLE HOUSING
1/8" = 1'-0"
Legend - E
C
W10
W9
W8
W7
W6
C3
W5
1 __________
W4
W3
C2
1
E
2 __________
A3.1
3 fin W
T.O. Tower 58' - 6"
A3.1
3 fin G
T.O. Parapet 54' - 0"
T B
15.48 6.16
T.O. Bay Win. - 0" T.O.49' Plate 47' - 6"
8.02
9.39
8.12
Level 4 38' - 4"
3' - 4" 3' - 4"
8.13
H A B
C In
15.48
4 A8.6a
R 3' - 0"
8.02 6'-6"
REVIT + SKETCHUP
8.03 8.12 8.13 9.37 9.39 14.07 15.48
Level 4 38' - 4"
36 an
5.26
Level 3 28' - 2"
9.37 8.02 6'-6"
2018 - Present
7.28 8.02
9.39 9.37
FENCE AND FENCE PER BALCONY FIXED BOLL CAST-IN-PLA CMU WALL P BRICK VENE METAL DOW 36" CLEAR V PERGOLA, 2 STEEL BEAM PAINTED ME ALUMINUM O DETAIL PER STOREFRON BAY WINDO CORRIDOR 3 COAT PLA FIBER CEME Hoist beam p AIR INTAKE
Level 2 18' - 0"
15.48
6.16 8.03 3.07
14.07
9.39
2.23
1
East Elevation 1/8" = 1'-0"
C
Keynotes
B4
1/4" / 12"
H
A6.1
Level 4 38' - 4"
12
3/8" = 1'-0" Referring Drawing: 1 / A1.2
H
Wall Section 12 3/8" = 1'-0" Referring Drawing: 1 / A1.1
K
22'-2"
BEDROOM 10'-7" x 11'-0"
BEDROOM 10'-0" x 11'-0"
LINE OF ROOF ABOVE (TYP)
Studio ADA-M
Charities Housing
A6.5
W4
A A
A2.1
3 A8.11 Elevator Machine
W5
Hallway 104
103
3
14
__________
A6.5
407
25'-8"
J1
11.1
D D
EXPOSED CONCRETE
E
PAINTED PERFORATED METAL RAILING
F
PAINTED METAL GRATE
F
EQ
BP Submit VERTICAL CORRUGATED METALStudio SIDING
406
2 __________ A3.1
9.1
NS
E D ARCH
I
VINYL WINDOW
No. C27252
I E
EX
P. 12-3 1
OF
1
Studio
5.1
11
Wall Section 11
0
2.67
8
3/8" = 1'-0" Referring Drawing: 1 / A1.1
GARAGE GATE
REF. FIBER CEMENT OR WOOD SIDING 5.1 5.1 BOARD
A
W7
T4
4'-0 3/8"
404
5
__________
A6.2
5
5.1
13.1
403
5.1 7.1
6
WH
403
W
D
W
A6.2
Q 7.1
7.1
Stair #1
5 7
__________
Q
A6.2
Path of Level 2,3 exhaust ducts from below
5
33.01
Terrace
5A
5A
401
S1.4
7.34
5D
2
Level 1 0'-0" BEDROOM 11'-7" x 10'-4"
A3.1
5A
9
1 D
__________
A6.3
Level P1 -14'-0"
G
1
A6.3
B
A
C
8
A3.1
D
0
1,070 SF Gross
STUDIO E
Scale: 1/4" = 1'-0"
STUDIO E East Elevation
A R C H I T E C T S
A R C H I T E C T S
NORTH ELEVATION
0 G rA00 a nScale: t v 1"i =l20'-0" le Trolley Family Housing • San Diego, Califor nia 1
NOVEMBER
2019
//16
0
10
30 FT
A6.3
E
1/8" = 1'-0"
3 Bdrm Plan B
• San Diego, California
7.34
3 __________ __________
A2.1
Level 4 Plan
3B 3 Bedroom Plan 1,070 SF GROSS
W1
2'-6"
5A
1 10
__________
2
1 __________
5D 5A
7.1
21.03
14'-0"
BATH 7'-0" x 10'-5"
W9
33.01
402
402
Level 2 W10
KITCHEN 9'-1" x 10'-0"
6 A4.2
P
LINE OF PERGOLA ABOVE
BATH 9'-0" x 7'-0"
W8
5
D
Laundry
DN
A3.1
__________
J1
S1.4
1 __________
J2 5.1
9.1
4 A5.2
W7
J3
11.1 Studio
5.1
E4
Level 4 34'-0"
F
5.1 5.1
Elevator
W8
Level 3 24'-0"
Studio
REF.
W4
A6.4
W9
7.34
9.1
W/H
11 Level 6__________ 54'-0" A6.4
W6
5
W4
12
T.O. Parapet 69'-0"
A2.2
11.1
T4
5.1
__________
Level 5 44'-0"
5.1
5.1
L
Trash
A
6'-1" CLR
3
J1
REF.
J
K
A6.4
J2
405
METAL SHADING FIN
FO CA L I
13
__________
WallA6.4 Sections
W6
W5
5
J3
11.1
9.1
B4
R. SHEEH
N
H H
Level 1 0' - 0"
7.34
5.1
C C
Egress
W4
28'-8 3/4"
5
G Balcony ALUMINUM STOREFRONT G Level 1 0' - 0"
A6.2
REF.
COLORED PLASTER 17115
10/7/19
A3.1
4
__________
J2
REF.
PATTERNED 5A.1PLASTER
B B Project 2 __________
T
Wall Section 13
W3 J3
11.1
5A.1
1'-6"
Level 1 0' - 0"
O
EQ
105
9.1
Grantville MTS 11.04.2019 Legend: __________
A
13
Restroom
15
7.1
EQ
105
B2
C E
Restroom
T1
W3 Egress Balcony
Level 2 18' - 0"
LI
Trash
8 5
2 A8.7
Level 2 18' - 0"
5.1
O
S2.4
21.03
4 A8.5a
5 A8.5a
Level 2 18' - 0"
8.1.
408
A6.5
817 Walnut Street, San Carlos, CA 94070
W2
T2
1 1 A4.2
6'-8 3/4"
7.1
Walnut Studios
W/H
Trash
5 N
DN
7.1
16 __________
Level 3 28' - 2"
LINE OF ROOF ABOVE
9 A8.5e
Manager UP
Level 3 28' - 2"
8
8
O
B3
B3
Level 3 28' - 2"
5.1
11.1
Egress Balcony
Egress Balcony
W3
T3
A6.1
A3.1
5
S2.4
4 A5.3
JO H
W/H Trash
Level 4 38' - 4"
3
3 __________ __________
8.1.
M 4'-6"
5B
Stair #2
7'-11"
Level 4 38' - 4"
DINING 9'-1" x 8'-5"
30'-2"
1
B4
IA
W4
Egress Balcony
Egress Balcony
9
W/H
T4
7 A8.5a
Grantville MTS 11.04.2019
BEDROOM 10'-7" x 11'-0"
1 __________ LINE OF ROOF ABOVE
8A
Trash
E
A2.2
2
1
A6.1
ST
LIVING 13'-1" x 10'-0"
C
14'-2 1/2"
__________
AN
BEDROOM 10'-0" x 11'-0"
B
A
T.O. Plate 47' - 6"
7.1
J
14'-0"
T.O. Plate 47' - 6"
1
Grantville MTS 11.04.2019 13'-0"
T.O. Plate 47' - 6"
T.O. Bay Win. 49' - 0"
CT TE
Job Captain • Feasability Study • Schematic Design Package • 3D modeling and planning
T.O. Bay Win. 49' - 0"
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
3) Alum Rock - San Jose, CA 120 Unit Affordable Housing
T.O. Bay Win. 49' - 0"
EQ
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
Job Captain • 3d Modeling • Site Plans • Floor Plans • Elevations • Enlarged Unit Plans • Schematic Design Package
5 A8.6b
12'-6 1/2"
B
1 A8.5b
DW
A
T.O. Parapet 54' - 0"
8 A8.6b
5 A8.6b
EQ
B T.O. Parapet 54' - 0"
8 A8.6b
REF.
A
1 A8.5b
T.O. Parapet 54' - 0"
5 A8.6a
7'-3"
1 A8.5b
N
3
R
2) Grantville Trolley - San Diego, CA 155 Unit Affordable Housing
Level 1 0' - 0"
1
NOV E MBE R
2 019
/ / 13
8
APPROX. 1
FRAMING PER STRUCTURAL 3"
4"
TERMINATION BAR PER ROOF MFR.
3"
PRE-FINISHED METAL FASCIA TO MATCH ROOF PANEL
METAL FASCIA TO MATCH ROOF PANELS
BRUNO LARIOS
4"
1/8" DIA. WEEP HOLES AT 36" O.C.
ALUMINUM F REVEAL MOLDING
ALUMINUM F REVEAL MOLDING
CEMENT PLASTER ON METAL LATH OVER WRB.
13
Referring Drawing: 4 / A-8.60
Metal Roof Eave without Gutter
STUDIO E ARCHITECTS 2018 - Present
BATTEN CAP PER 1/--
BATTEN CAP PER 1/--
BATTEN CLIP PER 1/--
BATTEN CLIP PER PER MFR. 1/--
POP RIVET ATTCHING METAL PEAK TO EACH BATTEN CAP
PANCAKE HEAD WOOD SCREW PER MFR.
SEALANT PER ROOF MFR. METAL Z CLOSURE
HIGH TEMP SELF-ADHESIVE ROOFING UNDERLAYMENT, LAP OVER FASCIA TO UNDERSIDE
SEALANT PER ROOF MFR. POP RIVET PER MFR. MH
SEALANT PER MFR. FH MH
FH
1' - 6"
10' - 6 5/8"
Fin. Floor 0' - 0"
Bldg L - Section 3
Bldg L - T.O. Roof 1 1/2" / 12" 21' - 2 1/4"
15.011
1/8" = 1'-0"
0 31
315
320
5 32
0 33
5 33
401 322.06
MH
FH
MH
MH
366
367
368
MH
365
FH
364
MT. BIANCA DR
LC
12 A-8.71
CEMENT PLASTER OVER 0' - 0" METAL LATH OVER WRB.
6
TPO MEMBRANE & 3 FLASHING ROOF CRICKET FRAMING
5
11
3X SHAPED 4X CONT. NAILER 1 1/2" / 12" PER STRUCTURAL
IDF
L-101A
L-103
JANITOR
AUDITORIUM
L-108
L-109
L-101
Fin. Floor 0' - 0"
2
MUSIC CLASSROOM
BACKER ROD AND SEALANT BETWEEN PLASTER 'J' METAL AND BRAKE METAL
16
Roof Valley at Bldg L 1 1/2" = 1'-0"
4
Bldg L - Section 5 1/8" = 1'-0"
5"
+- 2' - 0"
Fire Separation Distance
4' - 0"
ADA Path of Travel
GALVANIZED STEEL VERTICAL ANGLE 2x2 x1/4" BEYOND
4' - 0"
GALVANIZED STEEL HORIZONTAL TEE 2x4x3/16" BEYOND CONTINUOUS HINGE BEHIND SCREEN
7.008
'J' METAL
SAFM. BEHIND 'J' METAL
14 A-8.80
4' - 0"
CAM LOCK
2"x4" TEE ANGLE AT PANEL JOINTS 2"x4"x3/16" BETWEEN VERTICAL SUPPORTS, SEE DETAIL 3 / A-8.50
1"
TYP.
44" MAX
STAINLESS STEEL PERFORATED METAL PANEL - 16 GA., 3/16" DIA AT 5/16" STAGGERED CENTERS, WITH HINGED PANEL
DOOR PER PLAN
2' - 0"
STAINLESS STEEL FASTENER #12 SELF-DRILLING SS SCREW WITH 1/4" NEOPRENE WASHER @12" OC
2
GALVANIZED STEEL ANGLE 2"x2"x1/4"
4
1' - 0"
1' - 1 1/2"
3' - 11 1/2"
L7
Bldg C T.O. Plate 13'-0" Bldg D & F T.O. Plate 14'-0"
Bldg H - Wall Section 3 AESS PER STRUCTURAL, PAINTED WITH HIGH PERFORMANCE COATING TO MATCH SW 7032 "WARM STONE"
Referring Drawing: 2 / A-L1.1
L7
3
1/2" = 1'-0" Referring Drawing: 5 / A-H2.1
Bldg L - Bell Support & Drain Screen 3" = 1'-0"
16' - 0 1/2"
Traffic Circulation
BELL PULL ROPE BEYOND
7
Show Complete
PUSH SIDE
5.019
Bl
1/2 Ref
Bell Support Drain Screen Elevation 3/4" = 1'-0"
Referring Drawing: 7 / A-8.50
3
Show Complete
N
PERFORATED 14 GA STEEL PANEL W/LASER CUT PATTERN W/POWDER COATED FINISH, COLOR: CHAMPAGNE METALLIC
1"
Keyplan
4 A-8.60
AESS PAINTED WITH HIGH PERFORMANCE COATING
JC
WELD PER STRUCTURAL
PULL SIDE
STAINLESS STEEL FASTENER
16" GA. 10" KICK PLATE BOTH SIDES OF GATE WELDED TO GATE FRAME KICK PLATES SHALL BE INSTALLED ON THE PUSH SIDE OF GATES PER CBC 11B-404.2.10
1/4" NEOPRENE WASHER 2x2 GALVANIZED STEEL VERTICAL ANGLE STAINLESS STEEL PERFORATED PANEL
2x4 GALVANIZED STEEL HORIZONTAL TEE BEYOND
15 A-8.70
2X2 TUBE STEEL FRAME
Mechanical Well Eave 3" = 1'-0"
Gate Section at Kick Plate Bldg LMetal - T.O. Steel 16' - 6" 6" = 1'-0"
Referring Drawing: 16 / A-8.80
1' - 0" Referring Drawing: 2 / A-6.11
5.023
ROOF CRICKET & CRICKET FRAMING 5.024 Bldg L - T.O. Steel 16' - 6"
HIGH TEMP SELFADHESIVE ROOFING 5.021 UNDERLAYMENT, BELOW METAL DRAIN PAN, EXTEND INTO DRAIN BODY
3' - 11 1/2"
L7
TPO ROOF MEMBRANE & FLASHINGS PER MFR.
FLAT 2X BLOCKING TOE-NAILED TO NAILER GYPSUM BOARD GYPSUM BOARD CONTINUOUS CAULKING CONTINUOUS CAULKING
PLYWOOD SHEATHING 5.025 PER STRUCTURAL, TYP.
ROOF DRAIN ASSEMBLY F8 PER MFR.
NAILER WITH 3/4" DIAMETER THREADED STUDS WELDED TO BEAM STAGGERED PER 20/S-920
#12#12 x 2 WOOD 1/2" WOOD SCREW TO NAILER (4) SCREW TO NAILER W/ 1 1/2" MIN. W/ PENETRATION PROJECTOR UNIVERSAL MOUNT
BASE PLATE, OFCI PROJECTOR W/ UNIVERSAL MOUNT BASE PLATE, OFCI Fin. Floor 0' - 0" 1/2" <20LB = 1'-0" MAX. WEIGHT
Bldg L - Wall Section 2
(24) Electric Vehicle Charging Capable parking space
FSD
#12 SELF-DRILLING SS SCREW STAINLESS STEEL FASTENER WITH 1/4" NEOPRENE WASHER AT (12)" O.C. MAX.
WRB. LAP OVER 'J' METAL
7 A-8.50
E6c
5.026
Fin. Floor 0' - 0"
3X NAILER
10
to Remain
LD.5
E6c
3
Referring Drawing: 1 / A-L1.3
(39) Low-emitting, fuel-efficient and/or carpool parking spaces
EV
HSS COLUMN PER STRUCTURAL
HINGED PANEL
(?) FASTENER AT BRAKE METAL EDGES
BEAM PER STRUCTURAL
L-105
✔
STAINLESS STEEL PERFORATED METAL PANEL - 16 GA., 3/16" DIA AT 5/16" STAGGERED CENTERS
TYP
WIDE FLANGE BEAM PER STRUCTURAL
16.018
ACS
Fin. Floor 0' - 0" Existing Buiding Existing Roof to Remain
TYP.
2-12
3X SHAPED CONT. NAILER AUDITORIUM PER STRUCT. L-101
5
✔
Proposed Buiding
10.30.19
A-8.50
8
Bell Support Screen Fastener B 6" = 1'-0"
4
Referring Drawing: 7 / A-8.50
Bldg L - T.O. Plate 14' - 7"
Fin. Floor 0' - 0"
LB
3
1' - 6"
1/8
16 A-8.60
Q8a
STAGE
Proposed Roof
FLS
DATE:
TYP
1/8
GYPSUM BOARD AT INTERIORS, CEMENT PLASTER AT EXTERIOR
LE
A-L3.1 9 A-6.16
TYP.
1' - 1"
4 A-8.50
7.005
F8
REVIEWED FOR
✔
E6c
ROOF DRAIN
SHEATHING PER STRUCTURAL
Bldg L - T.O. Plate 3 19' - 5"
SS
F8
PLASTER OVER WRB
HSS PER STRUCTURAL
Accessible Parking
CUSTOM GASKET OR SLEEVE FOR ROPE PULL PASSAGE
7"
SAFM BEHIND BRAKE METAL AT ALL CORNERS
INSIDE CORNER Bldg H - Wall Section Bldg H - Wall Section 4 PLASTER 5 REVEAL 5 1/2" = 1'-0" 1/2" = 1'-0" Fin. Floor
Referring Drawing: 8 / A-H2.1
BELL OUTLINE (ABOVE)
10".
12' - 0"
11
Bldg L - T.O. Steel 16' - 6"
INC: APP. 04-118059 Property Line
WELDED PIPE BELL SUPPORT (ABOVE)
20 GA. BRAKE METAL CLOSURE, GALVANIZED PLYWOOD SHEATHING (TYP.)
9
STEEL BRACKET SUPPORT (ABOVE)
10" NO PERFORATION ON STEEL PANEL
1 1/2" / 12"
1/2"
IDENTIFICATION STAMP SiteOF PlanTHE Accessibility DIV. STATE Legend ARCHITECT
1/2"
11.016
SEALANT PER MFR.
A-6.15
C8.1
BELL PULL ROPE
OPENING AT STAGE, SEE SECTIONS GLULAM BEAM PER STRUCTURAL CLEAT GLULAM BEAM PER STRUCTURAL. RE: LOW ROOFWITH STRUCTURAL FRAMING PLAN, S-L1.2 EAVE METAL DRIP EDGE Fin. FloorCONCEALED MANUAL WINDOW 8.012 ACCESSIBLE - 0" OPERATOR FOR ALL AWNING WINDOWS THIS BOTTOM EDGE OF 0' DRIP TO ALIGN LD.5 ELEVATION. OPERATOR WITH BOTTOM EDGE OF RAKESHALL BE LEVER STYLE. BAR PER 10.060TERMINATION EXISTING BACKDROP TRACK TO BE 18 REINSTALLED PER 4/A-9.21 MANUFACTURER A-8.40 11.016 CEILING MOUNTED PROJECTOR, OFCI. RE: TPO ROOF MEMBRANE 12/A8.60 15.011 MECHANICAL EQUIPMENT PER MECHANICAL. PLYWOOD SHEATHING RE: 7/M-8.1 15.013 WALL MOUNTED A/C UNIT PER MECHANICAL BLOCKING FOR ATTACH. OF 15.037 EXPOSED DUCTWORK, PAINTED GYPSUM BOARD OR SHEATHING 16.018 LINEAR PENDANT LIGHT FIXTURE PER WHERERE: OCCURS 20/A-9.11 ELECTRICAL 4 A-8.40
1.028 6.019 6.029
LD.5
CONNECTION PER STRUCTURAL (ABOVE)
13 SIM A-8.40
3' - 6"
403 364.38
Bldg H Conf. Fin. 1 Floor +3.0A-6.16 3' - 0"
12 A-8.60
12' - 0"
MEN
Referring Drawing: 12 / A-8.60
Bldg L - Section 6
MH
MH
2 A-L3.1
STAGE OPEN BEYOND
Keynotes
1x FINISH GRADE WOOD TRIM, Fin. TYP.Floor 0' - 0" STAINED.
1 Valley Transition TPO to Metal Roof 5
4"
LC
3 A-8.70
3" = 1'-0"
AED
MH
M
O.H.
5 A-8.40
OFFSET CLEAT
L7
A-8.42
M
CLASSROOM HIGH TEMP SELF-ADHESIVE H-101 ROOFING UNDERLAYMENT, LAP 10.031 4" MIN OVER EDGE ON TO TERMINATION BAR DOOR PER PLAN
LD.5 LD 3
360
SEALANT PER MFR. 6 A-8.90
H-103
1 1/2" / 12"
1 1/2" / 12"
365
364
PL - N11˚ 41' 11" W - 1016'-1"
H-101
CONFERENCE
365
367
366
CLASSROOM
15.037
368
365
365
K6
E6 370
PER MFR. 1/-PANCAKE HEAD WOOD SCREW PER
ROOF FRAMING PER STRUCTURAL MT. ACADIA BLVD
365
LA 7 A-6.16
GRID
M
M
1/8" = 1'-0"
5
3 5
370
BATTEN CAP PER 1/--
16.018
3
Referring Drawing: 1 / A-6.10
EV
12
12
General Notes - Building Sections
Bldgat L -Bldg Wall Section 1 Roof Drain L Overflow 9 1.
3" = 1'-0"
2. 3. 4. 5. 6.
When shown in elevation or section, all dimensions are to top of plate, top of concrete, or top of cement-based underlayment, 1/2" = 1'-0" U.N.O. Do not scale drawings. Written dimensions govern. All clear dimensions are not to be adjusted without approval of the Architect. See Civil and Structural for finish floor elevations. See Civil for adjacent hardscape elevations. Where exterior stairs land on exterior hardscape; confirm elevations with Civil. Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. (CBC Sec. 1208.2)
Referring Drawing: 9 / A-6.15
3
A-8.60
Project 02/08/19 03/20/19 04/10/19 09/20/19
8
Cardiff School District
2
EV EV
EV
BATTEN CLIP PER 1/--
A-L3.1
BTM OF BEAM
10' - 0"
9' - 0"
BTM OF BEAM
10' - 6 5/8"
1
FF 370.09
EV
EV
1888 MONTGOMERY AVE, CARDIFF-BY-THE-SEA, CA 92007
LD.5
15.0136.019 15.013 15.011
8.012
O.H.
FF 370.10
LD 5LD.5 Referring Drawing: / A-6.10
LB PLYWOOD SHEATHING PER STRUCTURAL 7 A-8.60
FF 370.12
EV
A-8.90 EV
INCREMENT 2
LC
L-101A
ROOF CRICKET FRAMING
5 A-6.16
Existing Building To Remain (1 STORY) 9,974 SF Built 1959
EV EV
EV EV
CARDIFF SCHOOL Modernization and Reconstruction
3" = 1'-0"
10.060 HIGH TEMP SELFADHESIVE ROOFING UNDERLAYMENT, LAP OVER TPO COATED METAL STAGE
LA
Existing Buiding To Remain (1 STORY) 10,037 SF Built 1959
3' - 10"
1
Existing Building To Remain (1 STORY) 9,900 SF Built 1959
Sistered Joist at Overhang 3
TPO COATED METAL FLASHING PER MFR. EXTEND BELOW METAL ROOF, MIN.12" VERTICAL RISE
Existing Building To Remain (1 STORY) 10,027 SF Built 1959
EV
EV
MAX
1/8" = 1'-0"
Bldg. 500
EV
3" MAX
Bldg L - Section 1
Bldg. 400
EV
EV EV
14' - 2"
WALL TYPE PER PLAN
EV
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
1.028
Bldg. 300
GRID
Sim
3" = 1'-0" 5
E6
FF 370.10
6 A-8.70
Mechanical Well Peak
10
10' - 6"
9' - 0"
2x12 JOIST PER STRUCTURAL
Bldg L - T.O. Steel 16' - 6"
TPO FLASHING STRIP, WELDED PER MFR.
13 GN2-2.0
Proposed Building (1 STORY) 1,380 SF
Bldg. 200
16' - 6"
1 1/2" / 12"
NOTE: POP RIVET MUST ATTACH PEAK TO EACH BATTEN CAP
FF 370.10
TOP OF STEEL
M
SHEAR CLIP PER STRUCTRUAL
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
36 5
SISTERED 2x8 JOIST PER STRUCTURAL
6.029 PER 1/-METAL ROOF PANEL
TPO ROOF MEMBRANE
FF 370.10
PL - N78˚ 21' 19" E - 650'-7"
365
FH
MH
6 A-L3.1
1 1/2" / 12"
L-101
FH
MH M
MH
ROOF SHEATHING PER LE STRUCTURAL
3
AUDITORIUM
5 36
MH 405 405 360.19 360.19
MH
THE PICTORIAL AND GRAPHIC EXPRESSIONS DISPLAYED WITH THIS WORK ARE COPYRIGHTED UNDER THE LAWS OF THE UNITED STATES, TITLE 17, U.S. CODE. UNDER SECTION 106 OF THE COPYRIGHT ACT, THE ARCHITECT SHALL MAINTAIN THE EXCLUSIVE RIGHT OF THE REPRODUCTION, DISPLAY OR ANY DERIVATION OF THIS WORK.
'-8" W - 312
1' - 6"
9' - 0"
10' - 6 5/8"
BTM OF BEAM
1' - 6"
5
36 0
BATTEN CLIP PER 1/--
6 A-6.16 3 A-L3.1
35 5
Proposed Building (1 STORY) 1,380 SF
BATTEN CAP PER 1/--
2
15' - 0"
Referring Drawing: 1 / A-6.10
METAL ROOF PANEL PER 1/--
1
1
35 0
Bldg. 200A
4 A-8.7
Bldg H - T.O. Parapet 15' - 0"
0 37
FF 370.12
Bldg. 500A
6 A-8.70
4 A-8.70
PLASTER REVEAL
Existing Building (1 STORY) 17,280 SF Built 1987
Bldg H - T.O. Parapet 15' - 0"
Metal Roof Eave with Gutter
˚ 56' 30" PL - N22
Bldg. 1,000
4 A-8.70 CORNER
CEMENT PLASTER OVER METAL LATH OVER Bldg H - T.O. WRB. PER WALL TYPE Parapet
CEMENT PLASTER ON METAL LATH OVER WRB.
Sim
3" = 1'-0"
INSIDE
FF 369.02
ALUMINUM F REVEAL MOLDING
AED 17 GN2-2.0
2 A-6.16
15
H2
HD
Proposed Building (1 STORY) 23,674 SF
Existing Building to be Renovated (1 STORY) 4,630 SF Built 1959 FF 370.04
4Bldg. 600 A-8.70
Fin. Floor 0' - 0"
L1
PLYWOOD SHEATHING
HC
1/8" DIA. WEEP HOLES AT 36" O.C.
FF 370.00
Site Plan - Site Accessibility
WALL TYPE PER PLAN, FRAMING PER STRUCTURAL
360
365
AED
FF 369.02
Existing Building to be Partially Renovated (1 STORY) 15,780 SF Built 1959
1
1 A-9.20
355
370
Existing Building to be Renovated (1 STORY) 16,2118 SF Built 1959
Bldg. 700
L-101
A-L3.1
Bldg. 800
HIGH TEMP SELFADHESIVE ROOFING UNDERLAYMENT
Bldg L - T.O. Steel 16' - 6"
335
340
345
350
36' 06" E - 536'-1"
Bldg. 900
AUDITORIUM
Referring Drawing: 7 / A-6.11
FRAMING PER STRUCTURAL
320
325
330
HARTER K-12
TPO ROOF MEMBRANE
EV EV EV
1/2" PLYWOOD SHEATHING W/ 10d @ 6" END AED NAILING AND 12" FIELD NAILING
FF 367.28
1" = 50'-0"
34 5
3
HA
CLEAT
34 0
Job Captain • 3d Modeling CONTINUOUS WEEPING 'J' METAL UNDER WRB. • Site Plans BATTEN • EN CAPFloor Plans BATTEN EN CLIP • PANELElevations METAL ROOF • HESIVEEnlarged Unit Plans HIGH TEMP SELF-ADHESIVE ROOFING UNDERLAYMENT, YMENT, LAP UP ADJACENT • T WALLSchematic Design Package
3" = 1'-0"
310
PL - S17˚ #12 WOOD SCREW @ 12" O.C.
"
365
4"
1
EV EV EV
13 GN2-2.0
360
0 36
- 654'-9"
3 A-6.16
Metal Roof Rake at Dormer
305
TERMINATION BAR PUB L PER I C ROOF A N MFR. D C
Sim
PRE-FINISHED METAL FASCIA TO MATCH ROOF PANEL
355
M
42" E
1
CEMENT PLASTER ON METAL LATH OVER A-L3.1 WRB.
360
DR
MATCH WALL
355
365
7˚ 03' PL - N6
2) Cardiff Elementary - Public School CEMENT PLASTER WOOD STOP & SLOPED 11 buildings, 2 Increments, FURRING METAL 'Z' FLASHING SLOPED TO DRAIN WITH 2" 49k sf New Construction LEG AND 1/4" KICK AT PLASTER, PAINTED TO L7
350
IFAN
CLEAT RAKE METAL WITH DRIP EDGE, FINISH TO MATCH ROOF
TAGE
300
METAL PEAK
'-11 W - 174
M
340
MT. AL
METAL Z CLOSURE METAL ROOF PANEL
PRE-FINISHED METAL BOX GUTTER TO MATCH ROOF PANEL W/ LEAF GUARD
345
3" 350
1/8" DIA. WEEP HOLES AT 36" O.C. Job Captain ALUMINUM F REVEAL MOLDING • Floor Plans CEMENT PLASTER ON METAL LATH OVER WRB. • Elevations • Wall Sections Roof High Eave 14 Drawing: 1 / A-6.11 • Referring Details • Entitlement through POP RIVET, TYP. Construction Docs, SEALANT PER ROOF MFR.
NOTE: POP RIVET MUST ATTACH PEAK TO EACH BATTEN CAP
GUTTER STRAP
M
NAILING AND 12" FIELD NAILING
0'-2" W - 100 ˚ 56' 22" PL - N22 ENUE SEE AV GENE
335
1"
1" 1) High Tech Learning - K12 Charter PRE-FINISHED METAL FASCIA TO MATCH PANEL 10 buildings, 3-Phase,ROOF 120k sf FRAMING PER STRUCTURAL New & Renovation 1/2" PLYWOOD SHEATHING W/ 10d @ 6" END
-101A
1/2" 5"
HIGH TEMP SELF-ADHESIVE ROOFING UNDERLAYMENT, LAP OVER FASCIA TO UNDERSIDE
4
295
M
CLEAT
˚ 30' 40" PL - S66
METAL PEAK
BOTTOM EDGE OF DRIP TO ALIGN WITH BOTTOM EDGE OF RAKE
LAP1 WRB.6.029 OVER WEEPING 'J' METAL & METAL ROOF PANEL
Keynotes
290
M
HIGH TEMP SELF-ADHESIVE ROOFING UNDERLAYMENT, LAP 4" MIN OVER EDGE ON TO TERMINATION BAR
E D U C AT I O N
1"
SEALANT PER ROOF MFR.
MH
POP RIVET PER MFR.
GRID
TOP OF SHEATHING PER ROOF PLAN POP RIVET ATTACHING METAL PEAK TO EACH BATTEN CAP
OFFSET CLEAT
Z-CLOSURE
4"
Referring Drawing: 5 / A-6.11
METAL ROOF PANEL W/ BATTEN CAP PER 1 / A-8.60
SEALANT PER MFR.
TUBE SEALANT
3"
3" = 1'-0"
WORK SAMPLES
METAL ROOF PANEL PER 1/--
REVIT
Mechanical Well Rake
9
3" = 1'-0"
SEALANT PER ROOF MFR.
1
JO B CA P TA IN
CEMENT PLASTER ON METAL LATH OVER WRB.
Metal Roof Rake
3" = 1'-0"
FRAMING PER STRUCTURAL
1/2" PLYWOOD SHEATHING W/ 10d @ 6" END NAILING AND 12" FIELD NAILING
4"
1/8" DIA. WEEP HOLES AT 36" O.C.
Metal
TPO ROOF MEMBRANE PLYWOOD SHEATHING
FRAMING PER STRUCTURAL
1/2" PLYWOOD SHEATHING W/ 10d @ 6" END NAILING AND 12" FIELD NAILING
3" = 1'-0"
BOTTOM EDGE OF DRIP TO ALIGN WITH BOTTOM EDGE OF EAVE METAL
BOTTOM EDGE OF DRIP TO ALIGN WITH BOTTOM EDGE OF RAKE 1"
1"
4' - 4" SILL
HIGH TEMP SELF-ADHESIVE ROOFING UNDERLAYMENT, LAP OVER FASCIA TO UNDERSIDE
EAVE METAL WITH DRIP EDGE
Bldg J - W
1/2" = 1'-0" Referring Drawing
17110 50% CDs 90% CDs DSA Submittal DSA Submittal
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
FPBA/FERGUSON PAPE BALDWIN ARCHITECTS 2016 - 2018
3D & VR
SKETCHUP
I M M E R S I V E E N V I R O N M E N TA L V I S U A L I Z AT I O N
The problem with 3d visualization is that computer generated imagery can often feel lifeless and impersonal. Using Game Engine technology allows the real-time rendering of textures and light to combine with animated objects and inhabitants to communicate on an emotional level a more authentic and familiar experience. During my time at FPBA I was responsible for the 3d modeling/ animation and rendering of VR environments on 2 corporate office campus proposals using Sketchup, Revit, Adobe Premiere, After Effects, and Twinmotion.
1
Please click the links below to view: Sample 1: https://youtu.be/YXvD0xnAHNM Sample 2: https://youtu.be/9kufs03SiSE
1) Nuvasive Biomedical Campus 49,000sf Research and Development T.I., Exterior Renovation & New Construction
2
1
2) Takeda Research Campus 180,000sf Pharmaceutical Research Shell Office Buildings & Common Space
2
1
2
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
INDEPENDENT PROJECT 2017
S I N G L E F A M I LY
SKETCHUP: 0" '60 +4
0" '-
0" '62 +4
0" 8' -
0" '64 +4
0" 2' -
+466
0" 4' -
+46
0" 6' -
' - 0" +470
+47
+47
+47
- 0"
0" 8' -
0" 2' -
+47
0" 6' -
+48
0" 8' -
+484'
+48
+48
0
"
0" '-
'92 +4
+490
LARIOS 3D & DRAFTING
0
"
' 58 +4
-
" 0
+4 96 '-
" 0
0 "
'-
94 '-
98
125.00'
N84˚47'53"E
+4
+4
58 '0"
+50 0' 0"
+4
+4 56 '0"
0" 0' +48
PRIMROSE CABIN DEVELOPMENT PERMIT
26" LO
62 '0" 0"
66 '
2751 BROADWAY SAN DIEGO, CA 92102
SHEET INDEX
-
0
"
+4 68 '-
0 " 0'
15" LO 16" LO
9" LO
17" LO 18" LO
45" LO CLUSTER
2-STORY 1,026 SF
57'-6"
A4.1
1
2
A4.1
18" LO
' - 0" 0" +478' -
495.92 K TB AC SE
14
E YA RD
'07 "W S2 7˚05
K
1-STORY 264 SF
0" '84 +4
+4
KING
46" RW
1'-0"
13'-0
39'-7"
7" RW
20'-0" FRONT YARD SETBACK "
DRIVEW
AY
STORMWATER RETENTION BASIN
0" 6' +48
EZ-ROLL GRAVEL PAVERS FOR DRIVEWAY (OR SIMILAR)
24020 PRIMROSE COURT WILLITS, CA 95490
7" LO 9" - LO
TREE SYMBOLS
8" LO EROSION CONTROL BLANKETS & PLANTING
N =40˚36'40 " R=50.00 L=35.44
5'-0" 30" RW
5'-0" ROOT CLEARANCE
0
"
8" RW
TRUNK DIAMETER
'88 +4
0"
+4
86
'-
TREE SPECIES RW = REDWOOD LO = LIVE OAK
TREE TO BE REMOVED
+4
90
'-
0
"
18" LO
24020 PRIMROSE COURT WILLITS, CA 95490
PAR
1'-0"
'-
A4.2 10'-0" WIDTH
"
PRIMROSE CABIN
" 18'-0 CE 2 SPA
KING
2 0"
PAR
% PE 4.87 P SLO RAM
6'-0
497.50 FINISH FLOOR
86
3 112.3
6'0"
SID
3
PHASE 2
20" LO
0.00 ' ' - 0" +480
42" RW
A4.2 DN
0" '82 +4
4
BAC D SET YAR " 18'-0 CE 1 SPA KING
PAR
31'44"W N13˚
SIDE 6'-0"
495.94
CARPORT LIGHT
PRIMROSE CABIN
+496
DISTRICT DESIGN REVIEW APPROVAL
2 - ARCHITECTURE A1.0 PLOT PLAN A1.1 GRADING & FOOTING PLAN A2.1 FLOOR PLANS A3.1 FRAMING PLANS A4.1 ELEVATIONS A4.2 ELEVATIONS A5.1 SECTIONS
0" +476' -
497.50 FINISH FLOOR 25" RW 60" STUMP
36" RW
1 - TITLE T1.0 COVER PAGE T1.1 REGULATORY SUMMARY T1.2 SITE SURVEY
BROOKHAVEN TOWNSHIP COMMUNITY SERVICES DISTRICT
+474' - 0"
11" LO
PHASE 1
SHEET INDEX
2 - ARCHITECTURE A1.0 PLOT PLAN A1.1 GRADING & FOOTING PLAN A2.1 FLOOR PLANS A3.1 FRAMING PLANS A4.1 ELEVATIONS A4.2 ELEVATIONS A5.1 SECTIONS
+472' - 0"
15" LO
WOOD DECK 497.45
DN
+47
9" LO
P 619-850-8584 BRUNOLARIOS@YAHOO.COM
1 - TITLE T1.0 COVER PAGE T1.1 REGULATORY SUMMARY T1.2 SITE SURVEY
+4
- 0"
'-
9" LO 9" LO
64
8" LO
14" LO 6" LO 30" STUMP
+4
11" LO YARD SETBACK 20'-0" REAR
1
2751 BROADWAY SAN DIEGO, CA 92102
+4
DN
A4.2 13" LO
9" LO 9" LO
P 619-850-8584 BRUNOLARIOS@YAHOO.COM +4
0 " 10'-11"
14" LO
LARIOS 3D & DRAFTING
16" LO
2'-1"
60 '-
7'-6"
ISSUED FOR DESIGN REVIEW
ISSUED FOR DESIGN REVIEW 492.03
ALL DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNER. L3D PROVIDES DRAFTING & MEDIA SERVICES ONLY. NONE OF THE EMPLOYEES OF L3D ARE REGISTERED ARCHITECTS, ENGINEERS OR LAND SURVEYORS, THEREFORE L3D ASSUMES NO LIABILITY. ALL DIMENSIONS AND SPECIFICATIONS SHOULD BE VERIFIED BY OWNER AND/OR CONTRACTOR BEFORE ACTUAL CONSTRUCTION BEGINS. L3D RETAINS COPYRIGHT ON ALL MEDIA.
491.70 ALL DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNER. L3D PROVIDES DRAFTING & MEDIA SERVICES ONLY. NONE OF THE EMPLOYEES OF L3D ARE REGISTERED ARCHITECTS, ENGINEERS OR LAND SURVEYORS, THEREFORE L3D ASSUMES NO LIABILITY. ALL DIMENSIONS AND SPECIFICATIONS SHOULD BE VERIFIED BY OWNER AND/OR CONTRACTOR BEFORE ACTUAL CONSTRUCTION BEGINS. L3D RETAINS COPYRIGHT ON ALL MEDIA.
(E) CULVERT
COVER PAGE
PRIMROSE COURT
PLOT PLAN
SHEET NO.
SHEET NO.
A1.0 N 8
24 1/8"=1'-0"
PROJECT NO.
17002
DATE
10/17/2017 5:06:12 PM
2 _____ A5.1
2 _____ A5.1
2 _____ A5.1
B
C
A
A
20'-11" 2'-11"
1'-8" 10'-0"
8'-7"
ROOF RIDGE
7'-3"
1'-1"
GFI
UTILITY CHASE
R
6'-2"
Level 1 0' - 0"
2'
" -6
UP
497.50
Level 2 8' - 8"
6"HIGH STAINLESS STEEL "NEUTRA" FONT STANDOFF LETTERS
INSULATED GLASS GARAGE DOOR
PAINTED MATTE BLACK 2x6 CARPORT FRAMING
WOOD DECK
Level 2 8' - 8"
INSULATED GLASS GARAGE DOOR
WOOD DECK
PAINTED MATTE BLACK 4x4 WOOD POSTS
PAINTED MATTE BLACK 4x4 WOOD POSTS PAINTED MATTE BLACK STRINGERS W/ UNPAINTED WOOD RISERS
PAINTED MATTE BLACK STRINGERS W/ UNPAINTED WOOD RISERS
Level 1 0' - 0"
7'-9" 6'-4"
2'-3"
24020 PRIMROSE COURT WILLITS, CA 95490
9'-9"
24'-0"
EXTERIOR GRADE 2x10 FRAMING
9'-9"
EXTERIOR GRADE 2x10 FRAMING
5'-6"
3
RUSTIC, LIGHT GRAY, HORIZONTAL PROFILE STEEL SIDING (TYP.)
PAINTED MATTE BLACK 2x6 CARPORT FRAMING
101
Roof Ridge 20' - 5"
1 _____ A5.1
MATTE BLACK TRIM, MULLIONS, AND FLASHING (TYP.)
12'-1"
57'-5"
C
109
DOOR MOTOR 3'-11"
6'-3"
B
RUSTIC, DARK GRAY, VERTICAL PROFILE STEEL SIDING (TYP.)
2x6 @ 12" O.C FRAMING TO MATCH ROOF PITCH
102
1'-0"
BOUNDARY OF CARPORT STRUCTURE
1'-6"
2
A
1'-7"
1 _____ A5.1
2
4'-9" UTILITY CHASE
3'-7"
57'-6"
MATTE BLACK TRIM, MULLIONS, AND FLASHING (TYP.)
110 2'-0"
Roof Ridge 20' - 5"
6'-1"
C
105
UTILITY CHASE
GFI
GFI
B
34'-6"
2
PRIMROSE CABIN
1/4" = 1'-0"
3'-7" CLEAR
2'-0"
111
4'-0" CLEAR
EQ EQ
ELEVATION - NORTH
3'-6"
GFI
4'-0" CLEAR
2'-7" CLEAR
13'-2"
8'-9"
4'-7" 24'-3" A4.2
1/4" = 1'-0"
1'-4"
1'-0"
1
4'-5"
24'-3"
4" / 12"
2 494.00
492.00
490.00
+15'-7"
7" / 12"
486.00
RUSTIC, LIGHT GRAY, HORIZONTAL PROFILE STEEL SIDING (TYP.)
104
64'-6"
+20'-5"
2'-8" CLEAR
2'-8"
3'-1"
ELEV - COURT 3
RUSTIC, DARK GRAY, VERTICAL PROFILE STEEL SIDING (TYP.)
PAINTED MATTE BLACK STRINGERS W/ UNPAINTED WOOD RISERS
PAINTED MATTE BLACK WOOD BUILDING SKIRT
495.31
492.00
+16'-7"
A
CHIMNEY PIPE
5'-5"
495.27
488.00
A4.2
2 - ARCHITECTURE A1.0 PLOT PLAN A1.1 GRADING & FOOTING PLAN A2.1 FLOOR PLANS A3.1 FRAMING PLANS A4.1 ELEVATIONS A4.2 ELEVATIONS A5.1 SECTIONS
4x4 WOOD POSTS
1/4" / 12" DN
497.50
494.00
3
9'-5"
8'-5"
GUARDRAIL PAINTED MATTE BLACK
Level 1 0' - 0"
ON-DEMAND WATER HEATER
496.00
PAINTED MATTE BLACK WOOD BUILDING SKIRT
490.00
2x6 FRAMING FOR AWNING PAINTED MATTE BLACK 2x6 (TYP.) CARPORT FRAMING
1'-9"
2'-2"
WOOD DECK
6'-1"
PAINTED MATTE BLACK 4x4 WOOD POSTS PAINTED MATTE BLACK STRINGERS W/ UNPAINTED WOOD RISERS
RUSTIC METAL PROFILE ROOF (TYP)
10"
10"
+8'-5"
ELEC. PWR PANEL
1 - TITLE T1.0 COVER PAGE T1.1 REGULATORY SUMMARY T1.2 SITE SURVEY
Level 2 8' - 8"
REF.
103
DN
SHEET INDEX
13'-4"
14'-0"
INSULATED STOREFRONT GLAZING W/ MATTE BLACK MULLIONS (TYP.)
8'-0"
+8'-8"
2751 BROADWAY SAN DIEGO, CA 92102
GUARDRAIL POST
6'-9"
R
106
P 619-850-8584
1'-8"
Level 2 8' - 8"
6'-10"
2'-7" CLEAR
BRUNOLARIOS@YAHOO.COM
RUSTIC, LIGHT GRAY, HORIZONTAL PROFILE STEEL SIDING (TYP.)
8'-0"
4'-9"
10'-5"
PAINTED MATTE BLACK WOOD BALCONY GUARDRAIL
PAINTED MATTE BLACK 2x6 CARPORT FRAMING
9'-6"
2x6 @ 12" O.C. FRAMING TO MATCH ROOF PITCH
EXTERIOR GRADE 2x6 BALCONY AWNING
13'-4"
+20'-5"
RUSTIC, DARK GRAY, VERTICAL PROFILE STEEL SIDING (TYP.) INSULATED GLASS GARAGE DOOR W/ MATTE BLACK FRAME
7'-3"
10'-5" 1'-8"
EXTERIOR GRADE 2x10 FRAMING
WOOD DECK
4" / 12"
3'-8"
7" / 12"
4" / 12"
7" / 12"
+8'-4"
+13'-2"
RUSTIC, DARK GRAY, VERTICAL PROFILE STEEL SIDING (TYP.)
3
1'-9"
LARIOS 3D & DRAFTING
Roof Ridge 20' - 5"
4'-0" CLEAR
3"
8"
6'-3"
1'-6"
13'-9"
10'-0"
+9'-4"
10/17/2017 5:06:23 PM
20'-6" 3"
RUSTIC, LIGHT GRAY, HORIZONTAL PROFILE STEEL SIDING
17002
3
B
8'-2" CLEAR
C
PROJECT NO. DATE
DN
11'-0"
0
PLOT PLAN 1/8" = 1'-0"
COVERED AREA OF MAIN ENTRY APPROX. 25 SF
9'-9"
1 A1.0
T1.0
9'-7"
108
DN
2'-8"
6'-4"
3
Level 1 0' - 0"
ISSUED FOR DESIGN REVIEW 4" / 12"
488.00
492.00 PAINTED MATTE BLACK WOOD BUILDING SKIRT
ALL DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE OWNER. L3D PROVIDES
DIMENSIONS AND SPECIFICATIONS SHOULD BE VERIFIED BY OWNER AND/OR CONTRACTOR BEFORE ACTUAL CONSTRUCTION BEGINS. L3D RETAINS COPYRIGHT ON ALL MEDIA.
490.00
12'-8" ELEVATIONS 488.00
ELEVATION - COURT 1
2 A4.2
1/4" = 1'-0"
0
ELEVATION - SOUTH 1/4" = 1'-0"
DOOR MOTOR
COLD WATER HOT WATER
2'-9"
107
14'-5" SHEET NO.
A4.2 4 A4.2
4x4 POST (TYP.)
DRAFTING & MEDIA SERVICES ONLY. NONE OF 2x6 FRAMING THE EMPLOYEES OF L3D ARE REGISTERED ARCHITECTS, ENGINEERS OR LAND SURVEYORS, (TYP.) THEREFORE L3D ASSUMES NO LIABILITY. ALL
4
13'-9"
R
494.00
ROOF RIDGE
4" / 12"
7" / 12"
13'-2"
7" / 12"
13'-2"
492.00
13'-2"
494.31
+8'-4"
+13'-2"
1'-0"TYP.
PAINTED MATTE BLACK WOOD BUILDING SKIRT
+9'-4"
5'-0"
495.48 494.00
3'-6"
497.50
12 1/4"=1'-0"
13'-7" PROJECT NO.
17002
DATE
10/17/2017 5:06:21 PM
N 1 A2.1
ROOF PLAN 1/4" = 1'-0"
3 A2.1
LEVEL 2 PLAN 1/4" = 1'-0"
5 A2.1
0
GROUND FLOOR PLAN 1/4" = 1'-0"
8 1/8"=1'-0"
FINISH LEGEND NUMBER
ROOM NAME
AREA
FLOOR MATERIAL
101 102 103
ENTRY LIVING KITCHEN
39 SF 341 SF 75 SF
CONCRETE CONCRETE CONCRETE
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
FERGUSON PAPE BALDWIN ARCHITECTS 2016 - 2018
MISSION HILLS / HILLCREST-KNOX LIBRARY CIVIC VOLUME 1 MISSION HILLS / HILLCREST-KNOX LIBRARY VOLUME 1
REVIT
L IC
JUAN
-
EN
S E D A R CHIT MA NUE L O
WBS S-13022.02.02
PUBLIC WORKS DEPARTMENT
SHEET
OF
SHEETS
5.33 SCALE 3/16" = 1'-0"
E OF OR CA L IF
N
PROJECT MANAGER
CHECKED BY:
RCE #
DESCRIPTION
BY
MOA MOA
APPROVED
DATE
1/18/17 4/18/17
FILMED
SEPI AMIRAZIZI PROJECT ENGINEER
212-1717 CCS27 COORDINATE
1852-6277
16
CCS83 COORDINATE CONTRACTOR
DATE STARTED
INSPECTOR
DATE COMPLETED
39037-D
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX www.oncinaarc.com
L IC
JUAN
SECOND COAT 90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
AT
FF PER PLAN
11 A8.2
3" = 1'-0"
METAL LATH
1/2" EXTERIOR GRADE PLYWOOD
REN.
90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
GALVANIZED SHEET METAL SCREED OVER WATERPROOFING MEMBRANE EXTERIOR
E OF OR CA L IF
N
4"
2"
20 GA. SHEET METAL TRANSITION STRIP CONTINUOUS AT BASE OF COLUMN
90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
COMPACTED SOIL
BY
1/4"
8.8
TYP ALL SIDES
5.3
G 5.5
F
TYP ALL SIDES
7.17
E TYP
7.6
5.4
5.24
D
7.17
5.3
C
26.1
5.3
B
5.24
1/18/17
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX
PUBLIC WORKS DEPARTMENT
SHEET
www.oncinaarc.com
REBARS WELDED TO HSS POST, TYP.
(2) 60 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
FILL CREVICES WITH COMPATIBLE SEALER TO WATER PROOFING MEMBRANE, TYP. EACH SIDE FULL HEIGHT
HSS @ CMU WALL, PLAN VIEW
5 A8.2
3" = 1'-0"
EN
S E D A R CHIT MA NUE L O
AT
2-28-17 REN.
E OF OR CA L IF
N
BY
MOA MOA
GROUND FLOOR 0' - 0"
7.6
8.7
3/16" = 1'-0"
7
5.6
5.4
5.3
TYP
6
7.17
5
8.4
8.13
5.3
5.24
8.8
5.3
7.17 TYP
4
8.4
7.6
8.8
TYP
3
5.3
2
8.13
5.3
1
7.17 TYP
ALL SIDES
ROOF UPPER 18' - 8"
ROOF LOWER 13' - 2"
GROUND FLOOR 0' - 0"
32.22
2 A4.1
9.2
TYP
8.8
4.1
TYP
8.11
5.14
8.12
8.8
12.1
9.2
4.3
8.8
EAST ELEVATION
A4.1
3/16" = 1'-0"
KEYNOTES
MISSION HILLS / HILLCREST-KNOX LIBRARY BUILDING ELEVATIONS MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX
CITY OF SAN DIEGO, CALIFORNIA
WBS S-13022.02.02
PUBLIC WORKS DEPARTMENT
SHEET
www.oncinaarc.com
OF
SHEETS
JUAN
7.12
9.5
9.5
7.1
ROOF LOWER 13' - 2" 6.6
6.6 9.5
9.5
9.5
9.5
9.5
YOUTH SERVICES 103
9.5
ENTRY 101
ENTRY 101
COMMUNITY ROOM 117
GROUND FLOOR 0' - 0"
3 A7.8
NORTH TO SOUTH 3D SECTION
2 A7.8
WALL SECTION - ENTRY NORTH
WALL SECTION - ENTRY SOUTH
1 A7.8
3/8" = 1'-0"
3/8" = 1'-0"
A7.8
KEYNOTES 5.12 6.6 7.1 7.6 7.12 7.13 7.17 9.5 9.6
HSS BEAM PER STRUCTURAL, PAINTED. I-JOIST PER STRUCTURAL SINGLE PLY T.P.O. ROOFING SYSTEM. FIBER CEMENT BOARD SIDING. FIBER-CEMENT BOARD PANELLING R-13 RIGID INSULATION OVER PLYWOOD SHEATHING PER STRUCTURAL. STANDING SEAM METAL ROOFING. 5/8" GYPSUM WALL BOARD 7/8" PLASTER OVER WEATHER BARRIER AND EXTERIOR GRADE PLYWOOD SHEATHING
MISSION HILLS / HILLCREST-KNOX LIBRARY WALL SECTIONS MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS
PROJECT MANAGER
CHECKED BY:
RCE # BY
MOA MOA
APPROVED
DATE
1/18/17 4/18/17
FILMED
SEPI AMIRAZIZI PROJECT ENGINEER
1852-6277
16
CCS83 COORDINATE CONTRACTOR
DATE STARTED
INSPECTOR
DATE COMPLETED
39037-D
EN
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX
CITY OF SAN DIEGO, CALIFORNIA
WBS S-13022.02.02
PUBLIC WORKS DEPARTMENT
SHEET
www.oncinaarc.com
S E D A R CHIT MA NUE L O
AT
0
2.66 SCALE 3/8" = 1'-0"
2-28-17 REN.
OF
SHEETS
E OF O CA L IF
SUBMITTED BY:
FOR CITY ENGINEER
C-13996
212-1717 CCS27 COORDINATE
ST
DESCRIPTION
60% CD SET 90% CD SET
APPROVED:
CYNTHIA MEINHARDT
DATE
PRINT DCE NAME
ROOF UPPER 18' - 8"
9.6
9.6 7.1
-
E OF O CA L IF
39037-D
39037-D
5.12
NA NCI
ST
SCALE 3/16" = 1'-0"
-
5.33
RN
CCS83 COORDINATE
CCS83 COORDINATE
9.5
9.5
SUBMITTED BY:
FOR CITY ENGINEER
NA NCI
0
2-28-17 REN.
212-1717
7.13
7.6
T
S E D A R CHIT MA NUE L O
C-13996
AT
1852-6277
PROJECT ENGINEER
CCS27 COORDINATE
7.17
7.6
EC
L IC
APPROVED:
EN
T
MASONRY STONE VENEER EL DORADO STONE, RIVER ROCK, RIO GRANDE WITH ANTI-GRAFFITI COATING AND FINISHED CAP. MASONRY STONE VENEER, EL DORADO STONE, STACKED STONE, ALDERWOOD WITH ANTI-GRAFFITI COATING AND FINISHED CAP. CONTINUOUS SHEET METAL GUTTER. SHEET METAL COPING. 8X6 TUBE STEEL TRELLIS PER STRUCTURAL, PAINTED. METAL LOUVERED ROOF EQUIPMENT SCREEN. IRON FENCE, PAINTED. 6X3 HSS TRELLIS PER STRUCTURAL, PAINTED. FIBER CEMENT BOARD SIDING. STANDING SEAM METAL ROOFING. TRANSLUCENT FIBERGLASS SKYLIGHT HOLLOW METAL DOOR AND FRAME. STOREFRONT GLAZING PER WINDOW SCHEDULE & SPECS. FOLDING GLASS WITH INTEGRAL DOOR. ENTRY GATE PER DOOR SCHEDULE. TRANSLUCENT GLAZING PER SPECS 7/8" CEMENT PLASTER PER SPECS. AFTER-HOURS BOOKDROP BOX. PHOTOVOLTAIC ARRAY STORMWATER BIOFILTRATION SYSTEM PER CIVIL DRAWINGS.
EC
5.3 5.4 5.5 5.6 5.14 5.24 7.6 7.17 8.4 8.7 8.8 8.11 8.12 8.13 9.2 12.1 26.1 32.22
-
4.3
IA
4.1
212-1717 39037-D
CCS27 COORDINATE
SEPI AMIRAZIZI
1852-6277
7.12
L IC
8.8
FILMED
4
JUAN
7.6
CCS83 COORDINATE
PROJECT MANAGER
DATE
1/18/17 4/18/17
DATE COMPLETED
5.12
-
5.3
SEPI AMIRAZIZI 1852-6277 PROJECT ENGINEER
DATE COMPLETED
RN
IA
4.1
NORTH ELEVATION
MISSION HILLS / HILLCREST-KNOX LIBRARY
ROOF LOWER 13' - 2"
8.8
CCS27 COORDINATE
CHECKED BY:
CHECKED BY:
APPROVED
DATE STARTED
INSPECTOR
PROJECT ENGINEER
SUBMITTED BY:
SUBMITTED BY:
RCE #
DESCRIPTION
DATE STARTED
CONTRACTOR
REFERRING VIEW: 2 / A8.2
PROJECT MANAGER
WBS S-13022.02.02 SEPI AMIRAZIZI
CHECKED BY:
CYNTHIA MEINHARDT 212-1717 PROJECT MANAGER
CYNTHIA MEINHARDT
DATE
PRINT DCE NAME
60% CD SET 90% CD SET
7.17
8.8
8.12
SHEETS
FOR CITY ENGINEER
C-13996
7.13
4.3
OF
APPROVED:
CMU WALL PER PLAN
3 ROOF UPPER 18' - 8"
1
HEIGHT PER WALL SECTION
MISSION HILLS / HILLCREST-KNOX LIBRARY
DATE STARTED EXTERIOR DETAILS
4/18/17 DATE COMPLETED CITY OF SAN DIEGO, CALIFORNIA WBS S-13022.02.02
MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS
SUBMITTED BY:
CYNTHIA MEINHARDT
A
7.6
A4.1
DATE A8.2 FILMED
APPROVED
MOA MOA
INSPECTOR
H
4/18/17
RCE #
DESCRIPTION
60% CD SET 90% CD SET
CONCRETE SIDEWALK PER CIVIL DRAWINGS
CONTRACTOR
REFERRING VIEW: 3 / A7.1
2X4 FURRING WALL
PRINT DCE NAME
WEATHER BARRIER
2"x 4" FRAMING AT 16" O.C.
P.T. SILL PLATE TYPICAL
CONCRETE DECK PER STRUCTURAL DRAWINGS
PILASTER/COLUMN/PLANTER BASE TRANSITION
CEMENT PLASTER
N
IA
-
R.O.W.
0
39037-D
CYNTHIA MEINHARDT
DATE
PRINT DCE NAME
60% CD SET 90% CD SET
VOID SPACE
C-13996
ST
AT
1852-6277
CCS83 COORDINATE
2-28-17 REN.
SUBMITTED BY:
FOR CITY ENGINEER
C-13996
212-1717
U E OMAF N E L LOI F O R CA
INSPECTOR
DATE
-
IA
PROJECT ENGINEER
CCS27 COORDINATE
STEEL HSS COLUMN PER S. DRAWINGS
CONTRACTOR 2-28-17
FILMED
1/18/17
REFERRING VIEW: 4 / A7.1
3" = 1'-0"
NA NCI
SEPI AMIRAZIZI
ST
DATE COMPLETED
CITY OF SAN DIEGO, CALIFORNIA
www.oncinaarc.com APPROVED:
PROJECT MANAGER
CHECKED BY:
-
ST
DATE STARTED
INSPECTOR
WBS S-13022.02.02 SUBMITTED BY:
CYNTHIA MEINHARDT
N
8" CMU SOLID GROUT
PLANTER PER LANDSCAPING
DATE
PLANTER TO WALL
2 A8.2
T
FILMED
AT
P.T. SILL PLATE TYPICAL
2"
60 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
3/4" ELASTOMETRIC CANT, CONTINUOUS AT ALL INSIDE CORNERS
REFERRING VIEW: 2 / A7.2
TOP OF CONCRETE, STRUCTURAL DECK
EC
DATE
1/18/17
4/18/17
NA NCI
-
N
APPROVED
T
NA NCI
E OF OR CA L IF
CONTRACTOR
RCE #
BY
MOA MOA
2"x 4" FRAMING AT 16" O.C. 4"
J-REGLET WITH WEEP HOLES, TYP.
MOA MOA
PLANTER TO WALL
HSS POST PER STRUCTURAL DRAWINGS
SHEETS APPROVED
CYNTHIA MEINHARDT
DATE
PRINT DCE NAME
PROJECT MANAGER
CHECKED BY:
RCE #
DESCRIPTION
BY
60% CD SET 90% CD SET
MOA MOA
APPROVED
DATE
1/18/17 4/18/17
FILMED
SEPI AMIRAZIZI PROJECT ENGINEER
212-1717 CCS27 COORDINATE
1852-6277
8
CCS83 COORDINATE CONTRACTOR
DATE STARTED
INSPECTOR
DATE COMPLETED
39037-D
MISSION HILLS / HILLCREST-KNOX LIBRARY
SHEETS
DATE
DESCRIPTION
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX
OF
TOP OF CONCRETE, STRUCTURAL DECK
L IC
OF
PRINT DCE NAME
60% CD SET 90% CD SET
MISSION HILLS / HILLCREST-KNOX LIBRARY BUILDING SECTIONS MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS
EC
T
AT
2-28-17 REN.
A5.7
3/16" = 1'-0"
CONCRETE CURB. CONCRETE SLAB ON GRADE PER STRUCTURAL. CONCRETE SLAB PER STRUCTURAL. CONCRETE COLUMN PER STRUCTURAL. FIXED TRAFFIC BOLLARD. CHAINLINK FENCE OVERHEAD CLEARANCE BAR. CATCH BASIN PER PLUMBING. SAND & OIL INTERCEPTOR PER PLUMBING. VEHICLE RAMP TO BELOW GRADE PARKING. DETENTION BASIN PER CIVIL DRAWINGS.
(2) 90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
1/4" MIN.
JUAN
PUBLIC WORKS DEPARTMENT
SHEET
FOR CITY ENGINEER
EC
S E D A R CHIT MA NUE L O
3.2 3.4 3.5 3.6 3.7 5.17 10.4 22.10 22.11 32.10 32.12
3/4" ELASTOMETRIC CANT, CONTINUOUS AT ALL INSIDE CORNERS
PUBLIC WORKS DEPARTMENT RCE #
SHEETBY
DESCRIPTION 3" = 1'-0"
BASE PER PLANS
(2) 90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
60% CD SET FOR CITY ENGINEER 90% CD SET A8.2
-
CITY OF SAN DIEGO, CALIFORNIA
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE
www.oncinaarc.com
APPROVED:
EN
C-13996
N
SECTION AT YOUTH SERVICES
1 A5.7
KEYNOTES
3/4" ELASTOMETRIC CANT, CONTINUOUS AT ALL INSIDE CORNERS
APPROVED:
STONE VENEER
PLANTER PER LANDSCAPE
OUTLINE OF 8" CMU WALL, FULLY GROUTED ADJACENT TO POST STEEL HSS COLUMN PER S. DRAWINGS
DATE CITY OF SAN DIEGO, CALIFORNIA
PRINT DCE NAME
4
2-28-17 S E D A R CHIT E N REN.
(2) 60 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
5 A8.2
(4) FULL COURSES OF, 8" CMU WALL, FULLY GROUTED
BASE PER PLANS
EXPOSED CEMENT PLASTER
CONTINUOUS PREFINISHED SHEET METAL FLASHING, TO MATCH WALL COLOR
2" x 4" FRAMING WITH 5/8" GYPSUM BOARD
-
12
6"
SEALANT
INTERIOR
(2) 60 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
FOR CITY ENGINEER
OVERLAP PEEL & STICK 6" OVER WEATHER BARRIER
COL.
ST
5711 La Jolla Blvd La Jolla, CA 92037 858/459.1221 PH 858/459.1214 FX
REFERRING VIEW: 3 / A7.1
S E D A R CHIT MA NUE L O
C-13996
N
LOW ROOF TO STONE CAP AT PILASTER ASSEMBLY 3" = 1'-0"
REFERRING VIEW: 4 / A7.1
3" = 1'-0"
PAINTED GYP. BOARD PER FINISH PLANS
CONTINUOUS PRE-FINISHED SHEET METAL FLASHING TO MATCH WALL COLOR
PLANTER PER LANDSCAPE
IA
4
SCALE 1/4" = 1'-0"
ENLARGED READING ROOM PLANS
MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS
10
A8.2
SPEC NO. EN
PRE-FINISHED SIDING PER SPECS.
A8.2
EXTERIOR
4"
2" x 4" FRAMING WITH 5/8" GYPSUM BOARD
T
APPROVAL NO.
22.11
STEEL HSS COLUMN PER S. DRAWINGS
IA
1/4" = 1'-0"
BASEMENT FLOOR -26' - 2"
22.10
-
NA NCI
WARNING IF THIS BAR DOES NOT MEASURE 1" A6.4 0 THEN DRAWING 1IS MISSION HILLS / HILLCREST-KNOX NOT TO SCALE LIBRARY
READING ROOM OVERHEAD VIEW
BASEMENT 2 -22' - 7"
MANUEL ONCINA ARCHITECTS, INC. CONSULTANT ARCHITECTURE PLANNING MANUEL ONCINA INTERIORS 5711 La Jolla Blvd INC. ARCHITECTS, La Jolla, CA 92037 ARCHITECTURE 858/459.1221 PH PLANNING 858/459.1214 FX www.oncinaarc.com INTERIORS
L IC
6 A6.4
BASEMENT 1 -10' - 4"
JUAN
1/4" = 1'-0"
AFFECTED OR ADDED SHEET NUMBERS
-
PLANTER WALL SECTION
1
REFERRING VIEW: 1 / A7.2
INTERIOR
APPROVED:
PEEL & STICK MEMBRANE BELOW STONE CAP
-
Section 11
0
DATE
1:20 5.0%
3.6
2"
CONCRETE SIDEWALK PER CIVIL DRAWINGS
EXTERIOR
PRE-FINISHED ALUMINUM TRANSITION TRIM
EC
4
A6.4
1/4" = 1'-0"
PARKING GARAGE B201
3.4
10.4
3" = 1'-0"
FASTEN BLOCKING TO CMU WALL FRAMING PAINTED GYP. BOARD PER FINISH PLANS
1 A8.3
-
CONSTRUCTION CHANGE / ADDENDUM
Section 2
1:20 5.0%
WEATHER BARRIER
(2) 90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
(2) 90 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
PLANTER TO WINDOW WALL
3 A8.2
SPEC NO.
CONTINUOUS SEALED JOINT WITH BACKER ROD
METAL LATH
TOP OF CONCRETE, STRUCTURAL DECK
-
CONSULTANT
CEMENT PLASTER
TOP OF CONCRETE, STRUCTURAL DECK
ST
5 A6.4
CHANGE
PARKING GARAGE B101
BEAM AND POST PER STRUCTURAL, PAINTED,TYP.
8" CMU WALL, FULLY GROUTED
3/4" ELASTOMETRIC CANT, CONTINUOUS AT ALL INSIDE CORNERS
BASE PER PLANS
-
MANUFACTURER -
2'- 8" (4) COURSES OF CMU
1
3.5
GROUND FLOOR 0' - 0"
32.12
7'-10"
0
3
A6.4
NOTE: CEILING AND ROOF HIDDEN IN THIS VIEW
1/4" / 12" 3.2
32.10
-
L IC
APPROVAL NO.
GROUND FLOOR 0' - 0"
3.2
JUAN
AFFECTED OR ADDED SHEET NUMBERS GROUND FLOOR 0' - 0"
WOMEN 124
3.6
3.6
STONE VENEER
PLANTER PER LANDSCAPE
3/4" ELASTOMETRIC CANT, CONTINUOUS AT ALL INSIDE CORNERS
PLANTER PER LANDSCAPE
2" x 4" FRAMING WITH 5/8" GYPSUM BOARD
OUTLINE OF HSS OUTRIGGER BEHIND/IN FRONT OF THIS BEAM
T
DATE
MEN 123
3.6
MANUFACTURER
AS-BUILT INFORMATION
NA NCI
CHANGE
WARNING
5.17
COMMUNITY ROOM 117
3.5
TYP.
PRECAST STONE CAP. SINGLE 60 MIL. WATERPROOFING MEMBRANE
(2) 60 MIL. FLUID APPLIED WATERPROOFING MEMBRANE
PAINTED GYP. BOARD PER FINISH PLANS
EC
CONSTRUCTION CHANGE / ADDENDUM
ENTRY 101
YOUTH SERVICES 103
3.6
3.7
7'-0"
2
ROOF UPPER 18' - 8"
ROOF LOWER 13' - 2"
2 A7.10
-
A6.4
-
8'-2" MIN. CLEARANCE
1 AC19 5 A6.4
PL
-
MATERIALS -
7'-0" MIN. CLEARANCE
1/4" = 1'-0"
1
ROOF LOWER 13' - 2"
1 A7.8 3" / 12"
Sim
IA
READING ROOM
4 A6.4 5 A6.4
1
MATERIALS
2 A7.8 3" / 12"
2 A7.13
1 5/8" / 12"
T1.0
6" CMU, SOLID GROUTED
EXTERIOR
3/4" JOINT
PLANS FOR THE CONSTRUCTION OF MISSION HILLS / HILLCREST-KNOXT1.0 LIBRARY PLANS FORCOVER THE CONSTRUCTION OF PAGE MISSION HILLS / HILLCREST-KNOX CITY OF SAN DIEGO,LIBRARY CALIFORNIA PUBLIC WORKS DEPARTMENT WBS S-13022.02.02 SHEET OFCOVER SHEETS PAGE
CONTINUOUS PRE-FINISHED SHEET METAL, FLASHING TO MATCH WALL COLOR
ROOF STRUCTURE PER STRUCTURAL DRAWINGS
WOOD NAILER PER STRUCTURAL
1/2" / 12"
8'-2" MIN. CLEARANCE
1 A6.4
1/4" = 1'-0"
ROOF LOWER 13' - 2"
7 1 A5.1
7'-0" MIN. CLEARANCE
Elevation 1 - a
4 A6.4
6
PL
8'-2" MIN. CLEARANCE
2 A6.4
1/4" = 1'-0"
5
3 A7.2
7'-0" MIN. CLEARANCE
Elevation 2 - a
4
3'-0"
3 _____ A7.3
3 A6.4
3
3 1 A5.2
7'-10"
READING ROOM 104
MISSION HILLS / HILLCREST-KNOX LIBRARY
5 A6.4
A6.4
2 1 A5.3
2 _____ A7.3
MISSION HILLS / HILLCREST-KNOX LIBRARY
1 1 AC19
4 _____ A7.2
2
INTERIOR CONTINUOUS SEALED JOINT CONTINUOUS CORNER BEAD
CONTINUOUS BLOCKING PER STRUCTURAL DRAWINGS
A6.4 1 _____ A7.3
1
A6.4
STANDING SEAM ROOF OVER WEATHER BARRIER OVER PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS.
SLOPE ROOF PER PLAN
AS-BUILT INFORMATION
4
5 A6.4
1
MISSION HILLS / HILLCREST-KNOX LIBRARY
COL. & BEAM
4 A6.4
MISSION MISSION HILLS HILLS / HILLCREST-KNOX / HILLCREST-KNOX LIBRARY LIBRARY
MISSION HILLS/HILLCREST LIBRARY
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
AV R P/A U S T I N V E U M R O B B I N S PA R T N E R S 2012 - 2016
HIGH-RISE
REVIT + SKETCHUP 3
4
5
6
7
BEECH STREET 30'-7"
31'-7" 200'-4"
19'-10"
16'-10"
32'-3"
1
DRIVEWAY
A6.02
107'-10"
71.8
92'-2"
74.5 UP
(Driveway Ramp Above) Beech St. 2 Bed 10'-0" 1,049 SF
6%
6'-0"
73.3
1st Ave. 1 Bed 596 SF
29
T8 Domestic Water Booster Pump 1,313 SF
Maint./ Building Storage 564 SF
DN 28
9'-0"
16% Max. Slope
UP
27
8'-0"
T7
71.0
9'-0"
7
9'-0"
6
13
8'-0"
5
14
4
18'-0"
9
10
24'-0"
18'-0"
18'-0" 9'-0"
9'-0" 8'-0"
8
9'-0"
26
Trash Room & Compactor 974 SF
T5
11
1st Ave. 1 Bed 604 SF
20'-11" 12 Core 950 SF
69.7
149'-0"
69.5
UP
UP
Parking 11,945 SF 9'-0"
9'-0"
9'-0"
9'-0"
C2
C3
C4
20
21
22
Transformer Vault 1,481 SF
9'-0"
C1
25
6'-0"
15
69.5 1st Ave. 1 Bed 600 SF
69.3 8% Max. Slope
DN
UP
69.3 8% 9'-0" 8'-0"
2
T3
8'-0"
16 3
1
T2
17
Stairs 133 SF
1'-0"
18'-0"
24
9'-0"
9'-0"
Garage Exhaust 119 SF
8'-0"
9'-0"
9'-0"
8'-0"
9'-0"
Vault Hatch 269 SF
9'-0"
Level 0, P1 Parking
1'-0"
Corridor 1,191 SF
23
T1
Regular: Compact: In Tandem: Motorcycle:
15'-0"
67.6 Intake 88 SF
19
UP
6'-0"
29'-0"
9'-0"
67.6
F
18
T4
17'-8"
29 4 8 0
81'-5" 99'-1"
67.1
Proj. # 15034
Printed 10/15/15 3:10:13 PM
Submittal: 1 10/15/15 Development Permit
Scale at 11x17: 1" = 20'-0" N 0
10'
Level 0 (Lower Level) & P1 Plan
A2.03
8"
1
2
3
4 5 6
7
1
2
117'-6"
97'-6"
Level 2.1 93' - 6" Level 1.1 84' - 6" Level 0 72' - 6" Level P2.1 63' - 6" Level P3.1 54' - 6"
Property Line
Using this strategy, which I have been refining for some time, I was able to take a team of 3 people and design, refine, redesign a few more times, and fully document a 54-page permit submittal in exactly 2-weeks.
Level 3.1 102' - 6"
9'-0" 9'-0" 12'-0" 9'-0" 9'-0"
By integrating Sketchup into Revit the fluid process of design and redesign could still occur in Sketchup and still be fully documented with minimal delay.
Property Line
1 A6.02
Roof T.O.P 2 495' - 0"
Mech.
Roof Upper Mechanical 464' - 6"
Roof T.O.P 1 480' - 6"
44'-6"
Roof T.O.P 1 480' - 6"
Roof Upper Mechanical 464' - 6"
Penthouse 3 Bed (Lvl 2)
Level 35 (PH Ste Lvl 2 / Mech) 450' - 6"
Amenity Deck
Amenity
Penthouse 2 Bed
Level 31 (Tower PH) 391' - 6" Level 30 (Typical Tower) 380' - 6" Level 29 369' - 6" Level 28 358' - 6" Level 27 347' - 6" Level 26 336' - 6" Level 25 325' - 6" Level 24 314' - 6"
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed
1 Bed
2 Bed Mezzanine
Parking
7
Level 27 347' - 6" Level 26 336' - 6" Level 25 325' - 6" Level 24 314' - 6" Level 23 303' - 6" Level 22 292' - 6" Level 21 281' - 6" Level 20 270' - 6" Level 19 259' - 6"
234'-6"
114'-6"
Storage
Lobby Trash Room & ParkingCompactor Transformer Vault Parking
Level 0 72' - 6" 71'-5" (Avg. Grade)
5
Level 16 226' - 6" Level 15 216' - 6" Level 14 206' - 6" Level 13 196' - 6" Level 12 186' - 6" Level 11 176' - 6" Level 10 166' - 6" Level 9 156' - 6" Level 8 146' - 6" Level 7 136' - 6" Level 6 126' - 6" Level 5 (Podium) 116' - 6" Level 4 107' - 6" Level 3 (Mezzanine) 98' - 6" Level 2 89' - 6" Level 1 79' - 6"
10
2 5
119'-6"
4
4 5 6
7
1 A6.02 130'-0" Architecture | Interior Design | Engineering Planning
495'-0" (Highest Point of Building)
703 16th St., Suite 200 San Diego, CA 92101 (619) 704-2700
Beech Street Inc. 9948 Hibert Street, STE 210 San Diego, CA 92131 (858) 271-0582
8
450'-6" (Highest Habitable Floor)
3
11
3
10
231'-6"
5
Proj. # 15034
Printed 10/15/15 3:12:17 PM
Submittal: 1 10/15/15 Development Permit
6
1
Scale at 11x17: 1" = 50'-0" N 0
25'
98'-6"
7
10
67'-0" (Low Point)
1ST AVENUE
4
1
Level 17 237' - 6"
3
3
Building Section 1 East/West
71'-5" (Avg. Grade) 75'-10" (High Point)
2nd AVENUE
A6.01
2
1
Level 10 166' - 6"
A6.02
Allowance for Main Entrance
25' - 0"
Level 18 248' - 6"
2nd AVENUE
Parking
6
1ST AVENUE
Level 28 358' - 6"
Mezzanine
Parking Parking
Storage
Level 29 369' - 6"
2 Bed
Parking Parking
Level 30 (Typical Tower) 380' - 6"
Storage
94'-6"
Parking 1st Ave. 1 Bed Storage
Level 31 (Tower PH) 391' - 6"
2 Bed
Amenity
Parking
Parking
Level 32 (Amenity Roof Deck) 406' - 6"
Penthouse 3 Bed
1 Bed
Parking Parking
Level 33(Upper Roof PH) 422' - 6"
420'-7"
Level 32 (Amenity Roof Deck) 406' - 6"
Level 23 303' - 6" Level 22 292' - 6" Level 21 281' - 6" Level 20 270' - 6" Level 19 259' - 6" Level 18 248' - 6" Level 17 237' - 6" Level 16 226' - 6" Level 15 216' - 6" Level 14 206' - 6" Level 13 196' - 6" Level 12 186' - 6" Level 11 176' - 6" Level 10 166' - 6" Level 9 156' - 6" Level 8 146' - 6" Level 7 136' - 6" Level 6 126' - 6" Level 5 (Podium) 116' - 6" Level 4 107' - 6" Level 3 (Mezzanine) 98' - 6" Level 2 89' - 6" Level 1 79' - 6" Level P1 69' - 6" Level P2 60' - 6" Level P3 51' - 6"
Level 34 (PH Ste Lvl 1) 436' - 6"
Penthouse 3 Bed
Level 33(Upper Roof PH) 422' - 6"
3
Floor)35 (PH Ste Lvl 2 / Mech) 450'-6" (Highest Habitable Level 450' - 6"
Penthouse 3 Bed
Level 34 (PH Ste Lvl 1) 436' - 6"
376'-1"
I set up a system that allowed multiple people to work on the same Sketchup model simultaneously, and linked views from their models into Revit, where, for accuracy, sheets, floor plans, sections, diagrams, and schedules were produced.
NOTES: All heights are AMSL Please refer to Enlarged Elevations for Streetwall Measurements, Ground Floor Heights, and View Roof T.O.P 2 495'-0" (Highest Point of Building) 495' - 0" Corridor Setbacks.
Property Line
Property Line 9'-0" 9'-0"10'-0"10'-0"9'-0" 9'-0" 9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0"11'-0" 15'-0"
16'-0" 14'-0" 14'-0" 14'-0" 16'-0" 14'-6"
My knowledge and facility with both Sketchup and Revit allowed me to implement a workflow with my team which maximized the strengths of both programs.
Tower Setback
15'-0"
5
2
10
6
Level 9 156' - 6"
Emergency Generator Exhaust
10
3
Level 8 146' - 6" 11
Level 7 136' - 6"
11
2
126'-1" (50' Max. Base Height)
Level 6 126' - 6"
122'-0" (50' Max. Base Height)
11
5
121'-1" (45' Min. Base Height)
1
Level 5 (Podium) 116' - 6"
117'-0" (45' Min. Base Height) 9
4
50' - 0"
45' - 0"
12
Level 3.1 102' - 6"
45' - 0"
50' - 0"
Level 4 107' - 6" 12
Level 3 (Mezzanine) 98' - 6" Level 2.1 93' - 6" Level 2 89' - 6" Level 1.1 84' - 6"
MATERIALS LEGEND 1
Glazing (GL-1)
2
Metal Door & Window Trim (MT-1)
3
Metal Facade (M-1)
4
Guard Rail (GR-1)
5
Concrete (C-1)
6
Stone (ST-1)
7
Trespa (T-1)
8
Glazing (GL-2)
9
Signage (MT-2)
76'-1" (Avg. Grade)
Level 1 79' - 6"
Level 0 72' - 6" Level P1 69' - 6"
79'-0" 74'-6"
72'-0" (Avg. Grade)
73'-2"
69'-7"
100' - 0" (PDO 156.0310(d)(E))
100' - 0" (PDO 156.0310(d)(E))
Property Line
7
80'-5"
12' - 4"
2
Entry Allowance
Meeting that deadline required a workflow that maximized the flexibility and beauty of Sketchup, with the accuracy and power of Revit, resulting in a process that is as efficient as it is effective, and any smart firm would be wise to apply.
Architecture | Interior Design | Engineering Planning 703 16th St., Suite 200 San Diego, CA 92101 (619) 704-2700
Beech Street Inc. 9948 Hibert Street, STE 210 San Diego, CA 92131 (858) 271-0582
1450 Second Ave., San Diego, CA 92101
E
1st & Beech St.
UP
24'-0"
22'-8"
67.8
423'-7"
D
S & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & ARE THE PROPERTY OF AVRPSTUDIOS,INC. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRPSTUDIOS,INC.
6%
68'-5"
28'-0"
Parking 6,452 SF
18'-0"
69.7
16'-2"
164'-0"
UP
Property Line
68.2
C
A6.01
44'-6"
32'-0"
18'-0"
20'-0"
FIRST AVENUE
In order to meet an almost impossible deadline, I was specifically chosen by the firm founder to take this high-rise project from massing model to complete permit submittal in 14 calendar days..
24'-0"
1
T6
6%
703 16th St., Suite 200 San Diego, CA 92101 (619) 704-2700
Beech Street Inc. 9948 Hibert Street, STE 210 San Diego, CA 92131 (858) 271-0582
379'-1"
72.5 UP
20'-0"
22'-8"
68.8
B
Architecture | Interior Design | Engineering Planning
1450 Second Ave., San Diego, CA 92101
72.5
8%
Data 311 SF
Elec. Room 382 SF
Emer. Gen. 534 SF
73.3
9'-0"
39'-9"
71.0
A
Job Captain/Designer
Elevator 65 SF
1st & Beech St.
UP
Stairs 147 SF
Intake 72 SF
ALL IDEAS, DESIGN ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & ARE THE PROPERTY OF AVRPSTUDIOS,INC. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRPSTUDIOS,INC.
70.8
1450 Second Ave., San Diego, CA 92101
2 35'-0"
69.6
1st & Beech St.
1
1st & Beech - Agency Submittal 490,000sf 36-Story High-rise
ALL IDEAS, DESIGN ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & ARE THE PROPERTY OF AVRPSTUDIOS,INC. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRPSTUDIOS,INC.
1ST AND BEECH DEVELOPMENT PERMIT
Proj. # 15034
Printed 10/15/15 3:10:42 PM
Submittal: 1 10/15/15 Development Permit
Scale at 11x17: 1/16" = 1'-0" 0
8'
Enlarged
NO All h Ple for Gro Cor
32
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
AV R P/A U S T I N V E U M R O B B I N S PA R T N E R S 2012 - 2016
MODULAR
REVIT + SKETCHUP
PROTOTYPE MODULAR DESIGN/CONSTRUCTION IN EAST VILLAGE
B
C
42' - 11 7/8" 18' - 7 1/2"
CHANNEL MITRE 13 S750 CONN, TYP
D
13' - 6" 11
E
F
C
G
H
D
A
A
B
10' - 10 3/8"
AT EDGE OF SLAB CONN
S750
F
B HSS3x3x3/16 POST, TYP
MODULE NOTES:
703 16th St., Suite 200 San Diego, CA 92101 (619) 704-2700
2. FOR TYPICAL MODULE DETAILS SEE S9XX SHEETS.
C:\Users\droberts\Documents\114015-13th Street Prototype_S14_droberts.rvt | 2/27/2015 12:11:53 PM
54'-0"
BOTTOM FRAMING PLAN - MODULE 2A NORTH
3
SCALE: 1/4" = 1'-0"
B
RR
CORRIDOR
SCALE: 1/4" = 1'-0"
B
39' - 5" 20' - 10 3/16"
8' - 5 1/8"
10' - 1 11/16"
TENANT STORAGE
1
3
2' - 7 1/8"
1
3
S700
11' - 10 3/4"
9' - 3 5/8"
W2 x 18 GA DECK PER TYP 8
11' - 9 1/4"
14' - 9 1/4"
AT INTERIOR SLAB CONN
8
14' - 7 1/4"
S900
SHELL COMMERCIAL
TYP WALL ELEV 14' - 5 1/16"
9' - 10 11/16"
BOTTOM FRAMING PLAN - MODULE 2A SOUTH
EIFS - BASF METALLIC FINISH - FORT KNOX COLOR
A
4
SCALE: 1/4" = 1'-0"
D
TILE CLADDING - MATTE FINISH LIGHT GRAY COLOR 1
B
C
5
STAINLESS STEEL PANELS - SATIN FINISH
E
CORRUGATED METAL - MORIN BR7-35 PROFILE - ZINC GRAY COLOR
F
UPPER FRAMING PLAN - MODULE 2A SOUTH SCALE: 1/4" = 1'-0"
G
EIFS - BASF SENERGY CHARCOAL COLOR
H
EIFS - PAINTED - VARIES, TO MATCH UDA COLORS
Section 2 1/8" = 1'-0"
CMU BLOCK - RCP PRECISION CUT - CASTLE GRAY COLOR
CONCRETE - CAST-IN-PLACE SMOOTH FINISH - GRAY COLOR
MODULE 2A NORTH - STRUCTURE
7
SCALE:
Level 3 30' - 6" CONSULTANT:
Proj. # 14012 Scale:
T1.7
MODULE 2A NORTH - BUILT
2
8
MODULE 2A NORTH - STRUCTURE
MODULE 2A SOUTH - BUILT
SHEET NUMBER.:
S891
LEVEL 3 MEZZANINE
• • 0'-0"
NON-ALIGNED WITH UNITS BELOW HVAC ROUTED TO AIR HANDLERS ON ROOF
LEVEL 1
:: ELEVATION - WEST
LEVEL 3
scale: 1/16" = 1'-0"
54'-0" T.O. PARAPET
3 SINGLE STORY APARTMENTS • PTAC UNITS IN WALL SERVE HVAC
40'-0" LEVEL 3 MEZZANINE
30'-0" LEVEL 3
LEVEL 2 20'-0" LEVEL 2
1
LEVEL 1
STORAGE/TRASH LEVEL
7'-10" PLAYGROUND LEVEL
4 A2.1
64
:: ELEVATION EAST
1 A1.6
scale: 1/16" = 1'-0"
ELEVATIONS A
2.1
DR SM
MODULE 2A FRAMING
SCALE:
3 DOUBLE HEIGHT LOFTS
1
14012
SCALE:
LEVEL 2
0'-0"
PROJECT NAME:
SHEET TITLE:
LEVEL 3
-3'-10"
Playground -7' - 10"
Client:
AGENCY:
6
:: PERSPECTIVE PLANS scale: NTS
LEVEL 1 PROTOTYPE LOFTS
00
16
32
64
FLOOR PLANS - PERSPECTIVES A
1.6
Level 1 - M 10' - 6"
Level 1 0' - 0"
CLIENT:
20'-0"
PL
3/04/15
AVRP STUDIOS:
30'-0"
PL
DATE: 2/18/15
ISSUED FOR B.P.
DRAWN BY: CHECKED BY:
40'-0"
PL
ISSUE DATES: DESCRIPTION: ISSUED FOR B.P.
PROJECT NUMBERS:
SCALE:
LEVEL 3 MEZZANINE
2
Level 2 20' - 0"
KPFF JOB #114015 CONSULTANT STAMP:
Printed 4/27/15 12:04:35 PM
MATERIALS COLORS
T.O. PARAPET
A2.1
10' - 6"
ARCHITECT STAMP:
S901
NOTE: MODULES SHOWN "FOR REFERENCE ONLY". SEE SCOPE ON S100 FOR MORE INFO
38' - 11"
2
Level 3 - M 41' - 0"
Planning
10' - 6"
BEDROOM
UPPER FRAMING PLAN - MODULE 2A NORTH
A
9' - 6"
LIVING
1 A
3' - 0"
ALL IDEAS, DESIGN ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF AVRP STUDIOS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRP STUDIOS, INC.
Job Captain • Detailed Structural, Sectional, and Exterior Modeling of Modular Residential Design • Documentation of Each Modular Unit Design
AT INTERIOR SLAB CONN S901
8 S900
Interior Design
P 619.704.2700 F 619.704.2699 www.avrpstudios.com
10' - 6"
CORRIDOR
2
703 16th Street, Suite 200 San Diego, California 92101
7' - 10"
RR
INDICATES PERMANENT MODULE FRAMING. INDICATES TEMPORARY MODULE FRAMING TO BE REMOVED ONLY AFTER SHORING AND RESHORING OF CONCRETE IS REMOVED. SEE 9
13th St. Demonstration Project
BEDROOM
13th St. Demonstration Project
LIVING
4. 5.
7
TYP WALL ELEV
Architecture
3. INTERIOR SHORING REQUIRED FOR WET CONCRETE SUPPORT, MAXIUMUM DECK SPAN BETWEEN SHORING TO BE 6'-0". SHORING TO BE RATED AT 1,500 PLF ALLOWABLE. SEE S800 FOR MORE INFO
S700
841 13th St. San Diego, CA 92101
W2 x 18 GA DECK PER TYP 8
841 13th St. San Diego, CA 92101 FOR REFERENCE ONLY EXCEPT CONCRETE EMBEDS
MC6x15.3 CHANNEL TOP, TYP AT INTERIOR LOCATIONS WHERE SHOWN ON PLANS, U.N.O.
13' - 6 5/8"
11' - 0 3/8"
13' - 2 1/8"
MC6x18 CHANNEL TOP AND BOTTOM, TYP AROUND PERIMETER
2' - 1 3/4"
2
3) Escondido Modular Prototype 5,500 sf Single Family Home
PL
Architecture | Interior Design | Engineering Planning
1. FOR PRE-FABRICATED MODULE GENERAL NOTES, SEE S100.
Designer/Job Captain • Website • Animation • Floor Plans • Elevations • Sections • RCP/Lighting Plans • Detailed Structural Model for Coordination
PL
T.O. Parapet 55' - 0" High Roof 51' - 6"
3' - 6"
A A
C
10' - 6"
1) 841 13th Street - Development Permit 9,000sf Urban Infill
B ALL IDEAS, DESIGN ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF AVRP STUDIOS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRP STUDIOS, INC.
A
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
AV R P/A U S T I N V E U M R O B B I N S PA R T N E R S
Sharp Rees-Stealy Rancho Bernardo Tenant Improvement
2012 - 2016
16909, 16911, 16019 W. Bernardo Drive January 12, 2015
H E A LT H C A R E / C O R P .
REVIT + SKETCHUP
level2) Sharp 1 Rancho Bernardo TI RFP
5) Dominguez Residence 6,000sf Residence (Rendering)
levelDesigner 3Site Plans • •
3D Renderings
C:\REVIT PROJECTS\SRS Rancho Bernardo - CENTRAL_blarios.rvt
3) Benet Road Site Studies 30,000sf Commercial Warehouse
Floor
|
nd
1/11/15 7:26:15 PM
Job Captain • Site Plan • 3D Floor Plans • Site/Building Sections • Renderings Finish Materials – 2
Sealed Concrete
Tile 2 - Wabi
Luxury Vinyl Tile - Bentley Mills
Sheet Vinyl - Altro
VCT - Johnsonite
TRIAGE 1
TRIAGE 2 CARDIAC 1
CARDIAC 3
CARDIAC 2
PROC. 1
CARDIAC 4
MED BREAK
WAITING
H/W
H/W WHEELCHAIR
ACUITY 1
OFFICE 1
EXAM 5 PSR STOR. D.UTIL. OFFICE 2
OFFICE 1
CONSULT
OFFICE
ACUITY 2
NURSE EXAM 4
WORKROOM
OFFICE 2
URGENT CARE
PODIATRY
RN OFFICE STAFF RR ACUITY 3
RETAIL
EXAM 1
PHARMACY
EXAM 1
RR
TOE
EXAM 3
EQ. STOR.
URGENT CARE MENS RR CLINICAL SUP. OFFICE
CONSULT
EXAM 2
STOR.
EXAM 3
WOMENS RR
EXAM 4
EXAM 2
ACUITY 4
STAFF RR
ACUITY 5
C.UTIL.
C. LINEN
STOR. DIAB.
DIAB.
BSR
EXAM 6
EXAM 7 RR
CONSULT
EXAM 8
RR
EXAM 9
WS CENTRAL CHECK-IN/ WAITING WS MAIL
ELEC.
PHONE B. DRAW 2
B. DRAW 1
CHRONIC CARE NURSE
B. DRAW 3
JAN.
STOR. WS
MISC.
PSR
IS
PSR DIGITAL RAD READING
C. LINEN D. LINEN STOR. STOR.
RR
WS
DIGITAL RAD LABORATORY SUP. B. DRAW B. DRAW 4 B. DRAW 5
UTIL.
DRESS FOOT
VENDOR
EXAM 3 RR
CONTROL
DRESS
WS
EXAM 1
RR U. SOUND
BIOHAZARD/ PHARM WASTE
ELEC.
DRESS
RR
WS
RR
EXAM
CAST
RR CENTRAL SUPPLY STOR.
RAD TECH STOR. STOR.
EXAM 2
LAB PROC. LABORATORY
CONFERENCE
RAD STOR.
STOR. CONFERENCE
RADIOLOGY
ORTHO ORTHO
CLEAN/ MED. ELEC. BREAK
STAFF LOUNGE
OFFICE
STOR.
MAMMO
WS
MAMMO
OFFICE 1
DRESS
2ND RECEPT.
DRESS
JAN.
NOTE: ALL FLOORING SAMPLES SCALED 10x FOR LEGIBILITY
1
10
4
7
1
8
3
6
5
7
2
9
AVRP STUDIOS 703 16th Street San Diego, CA 92101 Tel: 619.704.2700 www.avrpstudios.com
LEGEND BUS STOP
BS
FIRE HYDRANT
FH
PROPERTY LINE DRAINAGE DIRECTION ACCESSIBLE PATH OF TRAVEL BOUNDARY OF PUBLIC STREET EGRESS PATH OF TRAVEL VEHICULAR PATH OF TRAVEL
#
OCCUPANT LOAD Room Name Occupancy Group Existing
Use of Space
LEVEL 1 FINISH PLAN
Tile 1 - OnSquare Tile 2 - Wabi
Sheet Vinyl - Altro
VCT - Johnsonite
4
EXAM 3
2
Wood Planks 15'-0"h x 10'-0"w
4 EXAM
3
Existing CMU
7
Parapet Roof
4
Trash Enclosure w/ Metal Gate
8
(1) Bike Locker for Single Bike
5
Tenant Sign TBD
9
(2) 'U' Bicycle Rack
6
Awning
EXAM 5
10 (9) Site Lighting Poles TBD OFFICE 1
OFFICE 2
WS OFFICE 2
OFFICE 1
EXAM 5
WS
BSR
OFFICE
EXAM 6
WS
WS
OPTICS Site Concept
A5.01
EXAM 2
OTC
VIS.FIELD
EXAM 1
IMG.VIEW
D.UTIL.
EXAM 2
EXAM 6
CON.LENS.
RR
RR
OPTICAL C.UTIL.
EXAM 1
EXAM 3
RR
PSR D.LINEN
JAN.
LAB
EXAM 4
BSR
ELEC.
BSR WAITING WELL
WAITING SICK
C.UTIL
MECH.
C.LINEN
D.UTIL
CLINICAL SUP. OFFICE
STOR.
EXAM 1
EXAM 2
EXAM 3
EXAM 9
EXAM 10
EXAM 11
STAFF LOUNGE H/W
H/W
PEDIATRICS RR
OFFICE 1
OFFICE 2
RR
EXAM 4
EXAM 5
EXAM 6
OFFICE 3
EXAM 7
EXAM 8
OFFICE 4
OFFICE 5
NOTE: ALL FLOORING SAMPLES SCALED 10x FOR LEGIBILITY
#
#
Sq. ft. area of space
No. of Occupants
Sealed Concrete
New Exterior Walls or Existing Structure
SF#
B
Occupancy Group Proposed
SDT - Armstrong
1
S-1
Occupancy load factor
Carpet 2 - Shaw
LEGEND
1
OFFICE
BUSINESS AREA
Carpet 1 - Interface
Luxury Vinyl Tile - Bentley Mills
C.UTIL
D.UTIL
OFFICE 1
OFFICE 2
OFFICE 3
OFFICE 4
OFFICE 5
OFFICE 6
OFFICE 7
OFFICE 8
OFFICE 9
OFFICE 10
OFFICE 11
OFFICE 12
FAMILY MEDICINE
CLIENT Mission Bay Cooperative, Inc. 4645 De Soto Street San Diego, CA 92109
RR
PROJECT TITLE Mission Bay Cooperative, Inc.
EXAM 24
RR
RR
EXAM 6
RN PROC.
PROJECT ADDRESS 4645 De Soto Street San Diego, CA 92109
2
SCOPE CLEANING
ORIGINAL SHEET DATE 04.21.14
EXAM 23
EXAM 19
EXAM 18
EXAM 11
EXAM 10
EXAM 20
EXAM 17
EXAM 12
EXAM 9
EXAM 21
EXAM 16
EXAM 13
EXAM 8
C. UTIL
EXAM 15
EXAM 14
EXAM 7
EXAM 5
REVISIONS: # Date Title
D. UTIL MED
EXAM 22
EXAM 4 SHEET TITLE Site Concept SHEET 10 OF 10
MECH
SHEET NUMBER
SIGMOID PROC.
A5.01
EXAM 3 IS
PROC. 1 VENDOR H/W
EXAM 2
H/W
EXAM 1
RR
EXAM 4
EXAM 10
EXAM 12
EXAM 13
EXAM 17
EXAM 9
EXAM 11
EXAM 14
EXAM 16
EXAM 20
EXAM 5
EXAM 8
EXAM 3
EXAM 6
EXAM 19
EXAM 7
EXAM 2
RR
EXAM 15
RR
RR
OFFICE 7
OFFICE 8
EXAM 18
INTERNAL MEDICINE
4 PROC. 1 EXAM 1
OFFICE 1
OFFICE 2
OFFICE 3
OFFICE 4
OFFICE 5
OFFICE 6
OFFICE 10
CT CENTRUM - SPECTRUM
Architecture Interior Design Planning 703 16th Street Suite 200 San Diego California 92101
OFFICE 9
PERSPECTIVES
P 619.704.2700 F 619.704.2700 www.avrpstudios.com
Floor Plans Elevations 3D Renderings Site & Exterior Design
Carpet 2 - Shaw
• • • •
Tile 1 - OnSquare
N
levelJob 2Captain • Site Plans
|
4) Mission Bay Co-op City Submittal 5,000sf Commercial Retail
C:\REVIT PROJECTS\SRS Rancho Bernardo - CENTRAL_blarios.rvt
Finish Materials – 1st Floor
1/11/15 7:25:47 PM
Jr. Designer • Floor Plans • Elevations • 3D Renderings • SF Area Analysis
SDT - Armstrong
ALL IDEAS, DESIGN ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF AVRPSTUDIOS, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PRURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRPSTUDIOS, INC.
2) Centrum Spectrum Ctr. Proposal (Rendering) 450,000sf Commercial Office
ALL IDEAS, DESIGN ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF AVRP STUDIOS AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRP STUDIOS
Designer • Floor Plans • Finish Plans • RCP/Lighting Plans
Job No. M2.50 November, 2014
LEVEL 2 FINISH PLAN
ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRP STUDIOS
100,000 sf Medical Office Design
ALL IDEAS, DESIGN ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF AVRP STUDIOS AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AVRP STUDIOS
Carpet 1 - Interface
Carpet 1 - Interface
5
Carpet 2 - Shaw 1
SDT - Armstrong
Tile 1 - OnSquare
Sealed Concrete
Tile 2 - Wabi
Sheet Vinyl - Altro
VCT - Johnsonite
OFFICE 1
OFFICE 2
OFFICE 3
SPEECH
TRT. RM XL
TREATMENT AREA
:: FLOOR PLAN - LEVEL 2
REHAB SERVICES
A2.3 scale: Luxury Vinyl TileNTS - Bentley Mills
TRT. RM 1
TRT. RM 2
N
TRT. RM 3
DOMINGUEZ RESIDENCE
FLOOR PLAN LEVEL 2 WAITING
OFFICE
OFFICE
EXAM 5
EXAM 6
OFFICE
OFFICE
PROC.
OFFICE
WS
TRT. RM 5
TRT. RM 6
OFFICE
GYM
HT/WT
REHAB SERVICES
OPEN TO BELOW
PT AID
EXAM 3
DERM.
ENDO.
LOCKERS
PT THERAPIST
RR RR EXAM 2
RR
RR
C. UTIL
EXAM 10
SM EXAM 1
RR STOR.
BREAK ROOM MECH
EXAM 7 EXAM 1
D.UTIL
EXAM 8
EXAM 9 STOR.
A
PSR TRT. RM 4
EXAM 4
MENS RR
WOMENS RR
2.3
BRUNO LARIOS JO B CA P TA IN
WORK SAMPLES
AV R P/A U S T I N V E U M R O B B I N S PA R T N E R S 2012 - 2016
RENDERINGS
SKETCHUP
A L L I M A G E S P R O D U C E D U S I N G S K E T C H U P, K E R K Y T H E A , & P H O T O S H O P
1) 841 13th Street 10,000sf Urban Infill Job Captain/Designer • 3D Renderings 2) Sharp Del Mar RFP 20,000sf Medical Office TI Jr. Designer • 3D Renderings & Diagrams • Animated Tour • Graphic Design for 120 pg RFP
1
2
3) Hillcrest Shiraz - Design Review 50,000sf Urban Infill Jr. Designer • 3D Renderings 4) CT2 RAD3 Linacc - Proposal 5,000sf Medical TI Jr. Designer • 3D Renderings
3
4
5) Mission Bay Co-op Design Review 5,000sf Commercial Retail Job Captain/Designer • 3D Renderings & Diagrams • Site Design Animated Tour 6) Mission Town Center 50,000sf Multi-Family Residential
5
Designer • 3D Renderings 7) Benet Road Site Studies 30,000sf Commercial Warehouse Job Captain/Jr. Designer • Site Plans • 3D Renderings
7
6