Work Samples 2019

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