FERNANDO FRANCO PORTFOLIO by Fernando Franco

Architecture Portfolio Fernando Franco

Fernando Franco Dr. Velasco 95, CDMX |

EXPERIENCE

+521 553 481 6629

21fer.franco@gmail.com

Project assistant | Studio Lamas Architects • •

Participate over 14 residential and restaurant projects in the last 4 months, delivering building permit sets on time, Drafting of ﬂoor plans, existing and proposal, sections, elevations and details.

Co-founder | SUMA Studio • • •

08. 2016 - 06. 2021 MX

Participate over 5 projects, creating over 100 images on SketchUP / VRay / Photoshop, 2-3 physical model making and managing 1 small buildings per year. Coordination of construction between clients, construction workers, structural engineers and production of bulding details for building. First place among 297 architecture ﬁrms in international competition for mextropoli pavilion

Architect senior at DMP Architecture • • • •

08. 2018 - 08. 2019 MX

Development of conceptual and building sets for offices and residential buildings. Creating presentation for clients on InDesign. Development of 3d files in Sketchup for presentations in the office and rendering for clients. Development of building sets, coordinated with engineering and the manager for for approval of building permit.

Jr Architect DAGRO • • •

03. 2016 - 03. 2018 MX

Development of conceptual and building sets, participating in more than 5 projects per year. Participating and supervision of a construction. R&D for a virtual reality project.

Architect draftsman Círculo de Cultura • •

06. 2014 - 03.2015 MX

Developed of two building sets of a house and a ﬁve story building. Participate on the production of the presentations for the client.

Architect draftsman Grupo Punto •

EDUCATION

03. 2022 - Currently Miami, FL

07. 2009 - 07.2010 MX

Draftsman assistant for executive projects such as NOBU restaurant, and clothing stores such as Massimo Duty and Häagen-Dazs ice cream parlor.

2008 - 2014 | Architecture Faculty of architecture, UNAM, CU, MX 2013 - 2014 | Diploma Bioclimatic and sustainable architecture

ACHIEVEMENTS

PORTFOLIO https://issuu.com/fernandofranco11/docs/2022_portfolio_issuu

2022 | DRAFTING, MIAMI FL.

ALTERATION :

LEVEL II

LOT AREA :

8,250 SQ. FT.

EXISITING FOOTPRINT :

6'-6"

INFINITY POOL

1,963.68 SQ. FT. TO BE DEMOLISHED

14'-0"

6. CONTRACTOR SHALL COORDINATE ALL ROOF AND CEILING OPENINGS WITH ALL OTHER TRADES. 7. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER.

(STRUCTURE UNDER ROOF)

NEW ADDITION :

8. IN THE EVENT OF NON-ACCEPTANCE OF THE WORK BY ANY REGULATING AUTHORITY. THE CONTRACTOR SHALL PERFORM THE ADDITIONAL WORK REQUIRED TO BRING THE WORK INTO A CONDITION OF ACCEPTANCE, AND SUCH ADDITIONAL WORK SHALL BE DONE BY THE CONTRACTOR WITHOUT ANY FURTHER COST TO THE OWNER.

9. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FREE FROM DEFECT FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE.

11.

POOL DECKS, WALKWAYS AND DRIVE WAY :

12.

MAX. LOT. COVERAGE :

13.

GREEN AREA :

8,250 (-) 4,603.94 = 3646.06 ÷8,205 = 44%

14.

EXISTING TREES :

(7) SEE TREE LEGEND THIS SHEET.

15.

SET BACKS :

POOL DECK

6255.67 SQ. FT.

(1 ST= 2785.92 G.F. , 2ND= 1652.17 S.F. 3, 3RD=1817.58 POOL DECKS WALKWAYS AND DRIVE WAY)

10.

NEW FOOTPRINT :

2,785.92 SQ. FT.

1'-0"

(STRUCTURE UNDER ROOF )

1'-0"

1,817.58 SQ. FT. ALLOWED :

3'-8"

10. CORRECTIONS TO ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGES AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION WHICH MAY HAVE BEEN DAMAGED.

70 % ( 5,775.00 SQ. FT. )

PROPOSED: 4,603.94 S.F.÷ 8,250 S.F.= 56%

11. ALL GUARANTEES AND WARRANTIES OF EQUIPMENT OR MATERIALS FURNISHED TO THE CONTRACTOR AND/OR SUBCONTRACTOR BY ANY MANUFACTURER OR SUPPLIER SHALL BE DEEMED TO RUN TO THE BENEFIT OF THE OWNER. PRIOR TO FINAL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEES AND WARRANTIES ON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER.

10'-0"

DOWN

2'-8" 2'-8"

GRASS CONCRETE DECK BUILT-IN BBQ PROVIDED 30.16'

5.00'

10.0'

25.00'

7.5'

10.00'

WEST

7.5

10.00'

KITCHEN

DINNER

25. NO ASBESTOS CONTAINING MATERIALS ARE TO BE STORED, USED OR INSTALLED AT THE SITE.

26. OR ROOF RELATED WORK AND PENETRATIONS ARE TO BE PERFORMED BY "CENTIMARK CORPORATION" IN ORDER TO MAINTAIN ROOF WARRANTY.

10'-7"

NEW 48" HIGH, WHITE ALUMINUM PICKET FENCE

12'-0"

LINEN

8'-7"

12'-10"

GARAGE

11'-3"

27. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL MATERIALS RESULTING FROM DEMOLITION ACTIVITIES. 28. NO ELECTRICAL & PLUMBING WORK ARE TO BE REQUIRED RESULTING FROM DEMOLITION ACTIVITIES.

20'-0"

24. DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY AND FIELD VERIFY ALL EXISTING DIMENSIONS.

BATH #1 A.C.

FENCE SHOP DRAWINGS & N.O.A's RAILINGS SHOP DRAWINGS & N.O.A's POOL & POOL DECK DESIGN DOCUMENTS SIGNED & SEALED BY POOL CONTRACTOR ENGINEER EXTERIOR DOORS & N.O.A's

3'-1"

1. 2. 3.

10'-7"

SERVICE

DEFERRED SUBMITTALS LIST

23. THE CONTRACTOR IS REQUIRED TO CAREFULLY EXAMINE THE SITE, AND CONTRACT DOCUMENTS, PRIOR TO SUBMITTING HIS PROPOSAL IN ORDER TO GAIN FIRST-HAND KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR WILL NOT BE GIVEN EXTRA PAYMENTS FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED BY EXAMINING THE SITE AND CONSTRUCTION DOCUMENTS.

19'-0"

A1.50

A.C.

22. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAILS AFFECTING THEIR WORK.

110'-0"

8'-10"

7'-0"

21. ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH THE BEST TRADE PRACTICES AND STANDARDS.

24'-9"

CONSTRUCTION OF A NEW TWO LEVEL HOUSE, DRIVEWAY, WALK WAY, NEW FENCE, POOL AND POOL DECK

20. LARGE SCALE PLANS SHALL GOVERN OVER SMALL.

*FLAME SPREAD FOR WALL CEILING FINISHES MAX.200, SMOKE DEVELOPED MAX. 450-FBC R302.9

3'-0" 10'-0"

TREE LEGEND DIAMETER INCH

HEIGHT FEET

CANOPY FEET

MANGO

CANADIAN REDBUD

SCHEFFLERA

FICUS

TREE TO BE TRANSPLANTED

7'-9"

13'-8"

5'-4" 75'-0"

15'-0"

FLAMBOYANT

GROUND FLOOR SITE PLAN

3/16"=1'

12'-10"

16'-11"

15' PARKWAY

3'-5"

3'-7"

1'-6"

A1.50

4 5

10'-0"

LOT 15, BLK 3 (P.B. 41, Pg.61)

DRIVEWAY SAFE SIGHT TRIANGLE -THE HEIGHT OF FENCES, WALLS, BUS SHELTERS AND HEDGES SHALL NOT EXCEED 2' IN HEIGHT WITHIN (15) FEET OF THE EDGE OF DRIVEWAY LEADING TO A PUBLIC RIGHT-OF-WAY. -THE SAFE SIGHT DISTANCE TRIANGLE AREA SHALL NOT CONTAIN OBSTRUCTIONS TO CROSS-VISIBILITY AT A HEIGHT 30" ABOVE PAVEMENT, POTENTIAL OBSTRUCTIONS INCLUDE, BUT ARE NOT LIMITED TO STRUCTURES, GRASS, GROUND COVERS, SHRUBS, VINES, HEDGES, TREES, ROCKS, WALL AND FENCES

COMMOND NAME

BEDROOM 2

25'-0"

30.*FLAME SPREAD FOR INSULATION MAX. 25, SMOKE DEVELOMENT MAX. 450-FBCR302.10

BEDROOM 1

AS PER F.B.C. 105.11 BUILDING COMPONENTS AND BUILDING SURROUNDINGS REQUIRED TO BE PROTECTED FROM TERMITE DAMAGE IN ACCORDANCE WITH FBC SECTION 1816 TERMITE PROTECTION, OR REQUIRED TO HAVE CHEMICAL SOIL TREATMENT IN ACCORDANCE WITH 1816 SHALL NOT BE COVERED OR CONCEALED UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED. ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER F.B.C. 1816.1.7. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES".

SHALL BE FINISHED WITH NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE FLOOR.

11'-7"

33'-10"

TERMITE PROTECTION

29.*BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS

OFFICE

LIVING

SCOPE OF WORK

19. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

11'-7"

14'-7"

14'-3"

3'-0"

14. WHEN A DETAIL, DIMENSION OR REFERENCE IS INDICATED AS "TYPICAL," IT APPLIES TO ALL SIMILAR SITUATIONS WHETHER INDICATED OR NOT.

SOUTH EAST

14'-2"

13. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR SEPARATED FROM MASONRY OR CONCRETE WITH ONE LAYER 90# FELT.

11'-8"

LOT 13, BLK 3 (P.B. 41, Pg.61)

5.00'

NORTH (POOL)

13'-9"

NORTH (STRUCT)

* TO WATER'S EDGE

11'-3"

12. THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEE AND WARRANTIES ON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER

REQUIRED

A1.50

LOCATION

CONCRETE DECK 16'-11"

1'-6"

BUILT-IN BBQ

21'-10"

12'-4"

12'-10"

1'-2"

11'-4"

11'-8"

11"

1'-4"

10"

1'-2"

1'-6"

1'-3"

3'-8"

4'-2"

11'-10"

1'-4"

14'-7"

14'-3"

3'-7"

11'-8"

6'-2"

15'-4" 19'-2"

13'-9"

2'-0" 4"5"

7'-2" 9'-0"

3'-10"

11'-0"

11'-5"

5'-7" 9'-1"

A/C

1'-10"

7'-8"

8'-7"

2'-0" 5" 3'-6"

3'-0"

2'-8"

3'-4"

10"

10'-6"

6'-1"

10'-9"

3'-11"

6'-8"

11'-4"

BATH

10'-11"

8'-6"

11'-3"

20'-0"

7'-0"

6'-11"

11'-7"

11'-3"

GARAGE

BEDROOM 3

7'-3" 20'-4"

12'-10"

1'-5" 5" 1'-4"

2'-0"

5" 1'-8"

1'-6"

10"

7'-5"

5'-4"

3'-1"

9'-7"

4'-0"

8'-6"

2'-0"

2'-4" 1'-0"

3'-10"

BEDROOM 2

10"

7'-2"

3'-11"

33'-10"

BEDROOM 1

3'-11"

\Dropbox\21-057 Guillaume Pinguet New Residence\DRAWINGS\SHEETS\ARCHITECTURE\21-057 Guillaume Pinguet ARCHITECTURE.dwg

DOWN

4'-8"

3'-4"

16'-7"

2'-0"

12'-9"

3'-11"

3'-11" 30'-7"

10"

34'-1"

12'-0"

CL 3'-11"

LINEN

2'-8"

3'-4"

54'-9"

2'-4" 4'-0"

10'-7"

4'-4" 2'-2"

5'-6" 4'-3"

A.C.

1 A1.50

11'-0"

10'-5"

7'-0"

5'-9"

3'-1"

1'-1"

11'-9"

10"

41'-6"

55'-0"

N 1

12'-6"

47'-3"

5'-2"

BATH #1

4'-0" 2'-7"

41'-1"

3'-4"

4'-1"

3'-4"

1'-8" 5" 2'-4"

8'-5"

9'-11"

7'-2"

3'-4"

SERVICE

5'-6"

12'-0"

5" 4'-10"

2'-5"

2'-1"

1 A1.50

12'-5"

A.C.

5'-6"

15'-5"

18'-9"

9'-0"

1'-8"

2'-6"

6'-2"

7'-7" 3'-4"

24'-9"

3'-0"

MASTER BEROOM

7'-3"

5"4"

14'-3"

14'-2"

12'-2"

9'-1"

17'-5"

OFFICE

LIVING

14'-3"

DINNER

12'-1"

KITCHEN

5'-7"

2'-9"

GROUND FLOOR

SCALE 1/4"=1'

SECOND FLOOR SCALE 1/4" = 1'

2'-8"

2'-0"

PH: 305.420.5720 8000 NW 25th ST. 800.969.7919 SUITE 500 F: 305.808.3463 DORAL, FL - 33122

architecture www.lamasarchitects.com planning interaior AA design 26003411 ©2018 COPYRIGHT: All Rights Reserved. No part of this drawing may be reproduced without the expressed consent of STUDIO LAMAS ARCHITECTS. Infringements of the concepts and design ideas presented on these drawings are forbidden, violators will be PROSECUTED TO THE FULL EXTENT OF THE LAW. PROFESSIONAL SEAL:

ORLANDO LAMAS, R.A

AR-93251

PROJECT INFORMATION:

BUILDING PERMIT 421 NE 52 ND TERRACE MIAMI, FL 33137

PLANTER SPLASH PIT

DOWN

CLIENT INFORMATION:

GUILLAUME PINGUET

REVISION DATES:

SHEET TITLE:

SITE PLAN AND ZONING DATA PROJECT #:

21-057

DRAWN BY: SCALE:

CHECKED BY:

AS NOTED

ISSUE DATE:

06/17/2022

PHASE:

PERMIT DOCUMENTS SHEET NUMBER:

A1.10

PH: 305.420.5720 8000 NW 25 800.969.7919 SUITE 500 F: 305.808.3463 DORAL, FL -

architecture www.lamasar planning interaior AA design 26003411

©2018 COPYRIGHT: All Rights Reserved. No part of this drawing may be reproduced without the expressed con LAMAS ARCHITECTS. Infringements of the concepts and design ideas these drawings are forbidden, violators will be PROSECUTED TO THE FU LAW. PROFESSIONAL SEAL:

ORLANDO LAMAS, R.A PROJECT INFORMATION:

BUILDING PERMIT 421 NE 52 ND TERRACE MIAMI, FL 33137

TYPE III

1'-0"

421 NE 52 ST, MIAMI, FL 33137

CONSTRUCTION TYPE :

1'-0"

ADDRESS :

2'-0"

4. 5.

30'-2"

5. SHOP DRAWINGS, WHERE CALLED FOR ON THESE PLANS, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.

TREE MARK

SITTING AREA

FIRE PIT

GUILLAUME PINGUET RESIDENCE

T3 - R ( SINGLE FAMILY - GENERAL )

GUILLAUME PINGUET RESIDENCE

01-3219-017-0060

ZONING :

THIS PAGE IS BOUND BY THE GENERAL NOTES OF THE PROJECTS. THE CONTRACTOR MUST CHECK & VERIFY ALL DIMENSIONS OF THE JOB AND SHALL BE RESPONSIBLE FOR THE AFOREMENTIONED. FURTHERMORE THE CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE ENGINEER BEFORE COMMENCEMENT OF WORK. THESE DRAWING ARE NOT TO BE SCALED OR MEASURED WITH A SCALE TO DUE TO LIMITED ACCURACY. THESE DESIGN DRAWINGS AND OR SPECIFICATIONS ARE INSTRUMENTS OF SERVICE, AND MAY NOT BE REPRODUCED WITHOUT SPECIFIC WRITTEN CONSENT OF THE ENGINEER.

FOLIO NUMBER :

75'-0"

NEW 48" HIGH, WHITE ALUMINUM PICKET FENCE

4. THE CONTRACTOR, OR SUBCONTRACTOR, SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS.

Copyright © 2018 | STUDIOS LAMAS ARCHITECTS, LLC. | All Rights Reserved | C:\Users\ferar\Dropbox\21-057 Guillaume Pinguet New Residence\DRAWINGS\SHEETS\ARCHITECTURE\21-057 Guillaume Pinguet ARCHITECTURE.dwg

LOT 3, BLK 3 (P.B. 41, Pg.61)

19 53 42 BAYSHORE PLAZA UNIT NO 3 PB 41-73 LOT 14 BLK 4 LOT SIZE 75.000 X 110 OR 14149 -2465 0689 4

3'-0"

2. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS THROUGHOUT ENTIRE SET OF PLANS. 3. THE ARCHITECT, BY PREPARATION OF THESE PLANS, DOES NOT ASSUME ANY RESPONSIBILITY FOR THE OBTAINING OF ANY AGENCY OR GOVERMENTAL PERMITS WHICH MAY BE REQUIRED TO FURTHER THIS PLANNED WORK. SUCH RESPONSIBILITY WILL ONLY BE ASSUMED WHEN AUTHORIZED IN WRITING BY THE OWNER, AND ACCEPTED BY THE ARCHITECT.

LEGAL DESCRIPTION :

10'-0"

OF THE JOB AND SHALL BE RESPONSIBLE FOR THE AFOREMENTIONED. FURTHERMORE THE CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE ENGINEER BEFORE COMMENCEMENT OF WORK. THESE DRAWING ARE NOT TO BE SCALED OR MEASURED WITH A SCALE TO DUE TO LIMITED ACCURACY. THESE DESIGN DRAWINGS AND OR SPECIFICATIONS ARE INSTRUMENTS OF SERVICE, AND MAY NOT BE REPRODUCED WITHOUT SPECIFIC WRITTEN CONSENT OF THE ENGINEER.

ZONING LEGEND

GENERAL NOTES 1. ALL MENTION HEREAFTER TO FLORIDA BUILDING CODE WILL READ: THE FLORIDA BUILDING CODE 2020 ( MIAMI - DADE COUNTY 7th EDITION). THIS PROJECT AND ALL ITS COMPONENTS SHALL BE BUILT IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND AMENDMENTS THERETO, THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION (FFPC), WHICH INCLUDES NFPA 101, 2014 EDITION, NFPA 1, 2014 EDITION, AND STATE STATUES 633, 2014 EDITION.

A1.50

STUDIO LAMAS ARCHITECTS | GUILLAUME PINGUET NEW RESIDENCE

CLIENT INFORMATION:

GUILLAUME PINGUET

REVISION DATES:

SHEET TITLE:

ELEV. +0'-0"

SECTION A

SCALE 1/4"=1'

8'-8"

9'-6"

ELEV. +22'-10"

3'-11"

MASTER BEDROOM 1'-11"

ELEV. +11'-5"

2'-6"

9'-6"

9'-10"

3'-11"

DINNER

721"

ELEV. +0'-0" 3'-11"

ELEV. -2'-0"

SECTION B SCALE 1/4" = 1'

+ 41.3 - 44.9

psf psf

ZONE 4

NOA 20-1119.11 OR EQUAL

4 4

5 2

2 1 + 39.1 - 50.0

psf psf

+ 41.3 - 53.7

ZONE 5

NOA 20-1119.11 OR EQUAL

SOUTH ELEVATION

SCALE 1/4"=1'

I + 36.5 - 44.9

WEST ELEVATION

SCALE 1/4"=1'

+ 39.1 - 42.8

psf psf

ZONE 5

NOA 20-1119.11 OR EQUAL

psf psf

ZONE 4

NOA 20-1119.11 OR EQUAL

H 1

+ 41.3 - 53.7

psf psf

+ 39.1 - 42.8

ZONE 5

psf psf

ZONE 4

NOA 20-1119.11 OR EQUAL

+ 41.3 - 53.7

psf psf

ZONE 5

NOA 20-1119.11 OR EQUAL

NORTH ELEVATION

SCALE 1/4"=1'

EAST ELEVATION SCALE 1/4"=1'

LEGEND 1

ASHBOURNE CHALK CERAMIC WALL TILE 48" X 30"

8" PERFORATED CONCRETE BLOCK WALL

EXTERIOR WOOD SLATS

PROFESSIONAL SEAL:

ORLANDO LAMAS, R.A PROJECT INFORMATION:

BUILDING PERMIT

BATH #1

©2018 COPYRIGHT: All Rights Reserved. No part of this drawing may be reproduced without the ex LAMAS ARCHITECTS. Infringements of the concepts and d these drawings are forbidden, violators will be PROSECUT LAW.

GUILLAUME PINGUET RESIDENCE

LIVING

architecture www.l planning interaior AA design 26003

CLIENT INFORMATION:

GUILLAUME PINGUET

REVISION DATES:

SHEET TITLE:

SECTION PLAN PROJECT #: DRAWN BY: SCALE:

CHECKED BY

AS NOTED

ISSUE DATE:

PHASE:

PERMIT DOCUM SHEET NUMBER:

A1.50

PH: 305.420.5720 8000 800.969.7919 SUITE F: 305.808.3463 DORA

architecture www.l planning interaior AA design 26003

ORLANDO LAMAS, R.A PROJECT INFORMATION:

BUILDING PERMIT

ELEV. +11'-5"

9'-6"

11'-4"

SERVICE

BATHROOM

PH: 305.420.5720 8000 800.969.7919 SUITE F: 305.808.3463 DORA

GUILLAUME PINGUET RESIDENCE

CLOSET

MASTER BEDROOM

ROJECTS. THE CONTRACTOR MUST CHECK & VERIFY ALL DIMENSIONS OF THE JOB AND SHALL BE RESPONSIBLE FOR THE AFOREMENTIONED. FURTHERMORE THE CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE ENGINEER BEFORE COMMENCEMENT OF WORK. THESE DRAWING ARE NOT TO BE SCALED OR MEASURED WITH A SCALE TO DUE TO LIMITED ACCURACY. THESE DESIGN DRAWINGS AND OR SPECIFICATIONS ARE INSTRUMENTS OF SERVICE, AND MAY NOT BE REPRODUCED WITHOUT SPECIFIC WRITTEN CONSENT THIS PAGE OF THE IS BOUND ENGINEER. BY THE GENERAL NOTES OF THE PROJECTS. THE CONTRACTOR MUST CHECK & VERIFY ALL DIMENSIONS OF THE JOB AND SHALL BE RESPONSIBLE FOR THE AFOREMENTIONED. FURTHERMORE THE CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE ENGINEER BEFORE COMMENCEMENT OF WORK. THESE DRAWING ARE NOT TO BE SCALED OR MEASURED WITH A SCALE TO DUE TO LIMITED ACCURACY. THESE DESIGN DRAWINGS AND OR SPECIFICATIONS ARE INSTRUMENTS OF SERVICE, AND MAY NOT BE REPRODUCED WITHOUT SPECIFIC WRITTEN CONSENT OF THE ENGINEER.

9'-6"

ELEV. +22'-10"

CLIENT INFORMATION:

GUILLAUME PINGUET

REVISION DATES:

SHEET TITLE:

ELEVATIONS PROJECT #: DRAWN BY: SCALE:

CHECKED BY ISSUE DATE:

STUDIO LAMAS ARCHITECTS | DRUNKEN DRAGON RESTAURANT BAR

above

PH: 305.420.5720 8000 NW 25th ST. 800.969.7919 SUITE 500 F: 305.808.3463 DORAL, FL - 33122

MENS RR

C C

WOMENS RR

SERVICE BAR

PROFESSIONAL SEAL:

©2018 COPYRIGHT: All Rights Reserved. No part of this drawing may be reproduced without the expressed consent of STUDIO LAMAS ARCHITECTS. Infringements of the concepts and design ideas presented on these drawings are forbidden, violators will be PROSECUTED TO THE FULL EXTENT OF THE LAW.

B EMPL.

BATHC

12 11

architecture www.lamasarchitects.com planning interaior AA design 26003411

POS

ORLANDO LAMAS, R.A NOA # 22-0407.13 psf 38.8 psf 42.4 ZONE 4

DRY

MOP SINK

AR-93251

PROJECT INFORMATION:

B CLIENT INFORMATION:

D 20

REVISION DATES:

A 19 SHEET TITLE:

PROPOSED FLOOR PLAN 106 NOA # 22-0407.13 + 41.3 psf - 44.9 psf ZONE 4

PROJECT #: NOA # 22-0407.13 + 41.3 psf - 44.9 psf ZONE 4

21-056

6 DRAWN BY:

NOA # 22-0407.13 + 39.1 psf - 42.8 psf ZONE 4

SCALE:

CHECKED BY:

AS NOTED

ISSUE DATE:

07/20/2022

PHASE:

SHEET NUMBER:

GENERAL NOTES WALL AND PARTITION TYPES

2'-6"

4'-5"

7'-11"

19'-6"

EXTERIOR 8" CONCRETE BLOCKS WITH G.B. INTERIOR FINISH.

TYPICAL 5" NON FIRE RATED PARTITION 1HR RATED

TYPICAL 5" INTERIOR PARTITION WITH CEMENT BOARD FOR WET AREAS.

6" METAL STUD PARTITION 2HR FIRE RATED

6'-0"

ALL GWB PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQ'D. ALIGNED SURFACES.

ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACES UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARK CLEAR OR "CLR" SHALL BE MAINTAIN AND SHALL ALLOW FOR THE THICKNESS OF ALL WALL FINISHES.

DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED.

NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION (S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITIONS LAYOUTS, NOTIFY THE ARCHITECT FOR APPROVAL PRIOR TO PARTITION INSTALLATION.

ALL EXPOSED GWB EDGES SHALL HAVE EDGES OR CORNER TRIMS AS REQUIRED. ALL WORK SHALL BE INSTALLED PLUM, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT.

FOR LOCATION OF SWITCHES, OUTLETS, THERMOSTATS AND OTHER DEVICES, REFER TO DRAWINGS.

ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES AND REGULATIONS.

TRIM THE BOTTOM OF DOORS TO CLEAR TOP OF FINISH FLOOR BY 3/8" MINIMUM.

18'-3"

14'-5"

10'-9"

20'-2"

11'-2"

31'-4"

2'-0"

9'-1" A.F.F.

N MEZZANINE PLAN

ALL GLASS SHALL BE TEMPERED GLASS UNLESS OTHERWISE NOTED. F.R. WOOD BLOCKING SHALL BE PROVIDED AT LOCATION(S) WHERE MILLWORK, TOILET ROOM ACCESSORIES SHELVING , EQUIPMENT, FIXED FURNISHING ARE TO BE FASTENED TO THE PARTITIONS COORDINATE LOCATION WITH THE DIFFERENT TRADES.

11.

ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE PULL SIDE AND 12" ON THE STRIKE SIDE IF LATCH AND CLOSER ARE PRESENT.

12.

COORDINATE FURNISHING AND EQUIPMENT WITH FURNISHING AND EQUIPMENT PLANS ALL COORDINATE INSTALLATION WORK WITH MANUFACTURER RECOMMENDATIONS, SPECIFICATIONS AND M.E.P. DRAWINGS.

13.

GRID LINES ARE SHOWN FOR REFERENCE ONLY

14.

TENANT IMPROVEMENT RENOVATION WORK SHALL NOT IMPACT THE TENANT DEMISING WALL FIRE RATED ASSEMBLY. REFER TO WALL DETAILS.

SCALE 1/4" = 1'

EXISTING 8" CMU TO REMAIN (NIC) PROVIDE (1) CONTINUOUS 1x4 PT WOOD MEMBER

CONTINUOUS FIRE SEALANT AT BOTH SIDES OF WALL STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG GALV. STEEL, MIN. DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1-1/4" LONG LEGS, ATTACHED TO FLOOR AND CEILING W/ HILTI PAF @ 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 85lbs. (FOR CONC.) OR #10 SCREWS 24" O.C. MAX. (FOR MTL. DECK)

6" MIN.

EXISTING STUCCO ON EXTERIOR; PATCH AND REPAIR EXTERIOR STUCCO AS NEEDED; PAINT TBD BY OWNER CEILING FINISH; SEE RCP FOR CEILING HEIGHTS PROVIDE 1x4 PT WOOD FIRE-BLOCKING AT 8'-0" ACC (MAX)

STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG GALV. STEEL, MIN. 3-5/8" WIDTH SPACED A MAX. OF 16" O.C. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT.

PROVIDE 2x1 PT WOOD FURRING STRIPS @ 24" (MAX). FASTEN TO EXISTING CMU WALL WITH CONCRETE FASTENERS

PROVIDE 31 2 " UNFACED SOUND ATTENUATION BATT INSULATION, FRICTION FIT IN STUD SPACE (R-11) @ PARTY WALLS OR WHERE SEPARATING A/C SPACE FROM NON-A/C SPACE.

PROVIDE RIGID INSULATION (R-3.75) BETWEEN FURRING STRIPS (TYP.)

SEE PLAN

FASTENERS - COARSE DRYWALL SCREWS USED TO ATTACH PANELS TO STUDS. TYPE #8 x 1" SCREWS WHEN WORKING WITH 1/2-INCH DRYWALL PANELS. TYPE #8 X 1-1/2" SCREWS WHEN WORKING WITH 5/8-INCH DRYWALL PANELS. SPACE SCREWS 8" O.C. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY.

BOARD - MIN. (1) LAYERS EA. SIDE OF 5/8" THICK GYPSUM BOARD PANELS (1HR PER UL ASSEMBLY) AT CORRIDOR SIDE WITH BEVELED, SQUARE, OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12".

SEE PLAN

INTERIOR (SEE PLAN)

VARIES SEE CEILING PLAN

BOARD - MIN. 5/8" THICK GYPSUM PANELS WITH BEVELED, SQUARE, OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER FURRING STRIPS AND STAGGERED ONE STRIP CAVITY ON OPPOSITE SIDES OF STRIPS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STRIP CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STRIPS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12".

EXTERIOR

9. 10.

REFER TO FINISH SCHEDULE CONTINUOUS FIRE SEALANT AT BOTH SIDES OF WALL

PROVIDE CONTINUOUS SEALANT AT BOTTOM OF GYP. BOARD; FLOOR BASE AND FLOORING TBD BY OWNER

EXISTING CMU WALL W/ PT WOOD FURRING PARTITION (TYP.)

· 5/8" GYPSUM BOARD FINISH OVER 2x1 PT WOOD

FURRING STRIPS @ 24" (MAX) · PROVIDE RIGID INSULATION (R-3.75) · PROVIDE FIRE-BLOCKING @ 8'-0" AFF (MAX) · PROVIDE 5/8" MOISTURE RESISTANT GYPSUM BOARD AT WET SIDE OF PARTITION (SEE PLANS)

NEW 3 12" SOUND BATT INSULATION (OPTIONAL) 6" (20 GA) MTL STUD @ 16" O.C. 5 8" PLYWOOD W/#10 METAL SCREW @ 8" O.C.

6" (20 GA) TRACK ATTACHED TO EXISTING SLAB @ 12" O.C. USE 3 4" PIN ON CONTINUOUS BEAD OF MASTIC

5/8" 6"

PERIMETER CONT. BEAD OF CAULKING ON BOTH SIDES (TYP) EXISTING FLOOR SLAB

EXISTING CONCRETE SLAB TO REMAIN

1 HOUR RATED WALL ASSEMBLY UL-419 3-5/8" NON-LOAD BEARING, 1 HR RATED INTERIOR PARTITION (TYP.)

B C

FASTENERS - TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS. 1" LONG FOR 1/2" AND 5/8" THICK PANELS OR 1-1/4" LONG FOR 3/4" THICK PANELS SPACED 8" O.C. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY.

AL-FOIL INSULATION AL-FOIL INSULATION (R4.2) (R4.2)

NEW 6" (20 GA.) TRACK ATTACHED TO EXISTING CEILING @ 12" O.C.

TYP WALL TYPES

· PROVIDE (1) LAYER OF 5/8" TYPE 'X' GYPSUM

BOARD OVER 3-5/8" (25 GA.) METAL STUD FASTENED TO TOP AND BOTTOM METAL TRACKS (22 GA.)

1 HOUR RATED WALL ASSEMBLY UL-433 3-5/8"NON-LOAD BEARING, 1 HR RATED INTERIOR PARTITION W/ CEMENT BOARD TILE BACKER (TYP.)

NTS

PROVIDE (1) LAYER OF 5/8" USG DUROCK® BRAND CEMENT BOARD (TYP.) ON WET SIDE OF PARTITION. CEMENT BOARD TO BE FASTENED TO 3-5/8" (22 GA.) METAL STUDS @16" O.C. PROVIDE METAL TRACKS AT TOP AND BOTTOM (20 GA.) PROVIDE TILE FINISH (TBD BY OWNER)

2 HOUR RATED WALL ASSEMBLY 6" NON-LOAD BEARING, 2 HR RATED PARTITION W/ 5 8 PLYWOOD (TYP.)

A1-0.0

PH: 305.420.5720 8000 NW 25th ST. 800.969.7919 SUITE 500 F: 305.808.3463 DORAL, FL - 33122 architecture www.lamasarchitects.com planning interaior AA design 26003411 ©2018 COPYRIGHT: All Rights Reserved. No part of this drawing may be reproduced without the expressed consent of STUDIO LAMAS ARCHITECTS. Infringements of the concepts and design ideas presented on these drawings are forbidden, violators will be PROSECUTED TO THE FULL EXTENT OF THE LAW. PROFESSIONAL SEAL:

ORLANDO LAMAS, R.A

AR-93251

PROJECT INFORMATION:

RESTAURANT. BAR & LOUNGE

SCALE: 1/4"=1'-0"

DRUNKEN DRAGON

PROPOSED FLOOR PLAN

CLIENT INFORMATION:

REVISION DATES:

SHEET TITLE:

MEZZANINE PLAN AND WALL TYPES PROJECT #: DRAWN BY: SCALE:

21-056 CP

CHECKED BY:

AS NOTED

ISSUE DATE:

07/20/2022

PHASE:

SHEET NUMBER:

A1-0.3

8'-8"

8'-73 4" LEAF

3'-61 2" 1 " 2

CUSTOM KICK PLATE W/ EXPOSED 12" PAN HEAD FASTENERS +/-4" O.C

1 " 2

CUSTOM KICK PLATE W/ EXPOSED 12" PAN HEAD FASTENERS +/-4" O.C

3'-61 2"

3'-61 2" 8"

3'-61 2"

8'-10"

1 " WD SLAT

31 2"

CUSTOM KICK PLATE W/ EXPOSED 12" PAN HEAD FASTENERS +/-4" O.C

±23'-23 4" OPEN'G

3'-3"

DOOR SCHEDULE 9'-0" OPEN'G

CUSTOM METAL SINGAGE

CORE

MTL,

HDW

HEAD

JAMB

SILL

MTL.

8'-10"

1 3/4"

N/A

SOLID

WOOD

ENTRY PULL

0'-2"

N/A

WOOD

OFFSET PIVOT HINGE CUSTOM CAVERD PATTERN

UNDER SUBPERMIT

8'-10"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

SINGLE SWING EXTERIOR WOOD DOOR WITH PANIC BAR AND SELF CLOSER

UNDER SUBPERMIT

3'-1"

8'-10"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

SINGLE SWING EXTERIOR WOOD DOOR WITH PANIC BAR AND SELF CLOSER

UNDER SUBPERMIT

NEW

3'-2"

8'-11"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

SINGLE SWING EXTERIOR WOOD DOOR WITH PANIC BAR AND SELF CLOSER

UNDER SUBPERMIT

EXIST.

3'-3"

9'-0"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

SINGLE SWING EXTERIOR WOOD DOOR WITH PANIC BAR AND SELF CLOSER

NEW

4'-2 1/2"

8'-8"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

WOOD

SINGLE SWING EXTERIOR DOOR WITH PANIC BAR AND SELF CLOSER / CUSTOM PATTERN AND RIVETS

UNDER SUBPERMIT

NEW

6'-5"

8'-8"

1 3/4"

N/A

SOLID

WOOD EXTERIOR PULL

0'-2"

N/A

DOUBLE SWING EXTERIOR WOOD DOOR WITH PANIC BAR AND SELF CLOSER

UNDER SUBPERMIT

NEW

6'-0"

NEW

3'-0"

NEW

3'-6" CUSTOM KICK PLATE W/ EXPOSED 12" PAN HEAD FASTENERS +/-4" O.C

IMPACT

1 4'-6"

FRAME TH

TYPE

11" 1 " 2

ROUGH OPENING

TAG

7'-0"

WIDTH HEIGH T

6'-0" 11 2"

3'-0" LEAF 2 EQ

11 2"

3'-0"

1'-3"

7'-0"

2'-3"

3'-6"

CUSTOM PATTERN 1 " BUTTON W 16 RIVETS

NEW DOOR WIND LOAD PRESSURE

1 " 2

11 2"

4'-0" 11 2"

3 EQ

OPENING SIZES

(+)

(-)

3.16' x 8.91' = 28.16 ft2

41.3

-44.9

3.0' x 9.0' = 27 ft2

41.3

-44.9

4.21' x 8.66' = 36.45 ft2

39.1

-42.8

3'-0"

NEW

23'-6"

9'-0"

N/A

SOLID

WOOD

MONTANA FLUSH PULL

0'-2"

N/A

SIX SLIDING LEAF INTERIOR WOOD DOOR CUSTOM PATTERN AND RIVET

NEW

3'-3"

7'-0"

1 3/4"

N/A

SOLID

WOOD

RECTANGLE PULL

0'-2"

N/A

WOOD

SINGLE SWING INTERIOR WOOD DOOR

N/A

NEW

3'-3"

7'-0"

1 3/4"

N/A

SOLID

WOOD

RECTANGLE PULL

0'-2"

N/A

WOOD

SINGLE SWING INTERIOR WOOD DOOR

N/A

NEW

3'-0"

7'-0"

1 3/4"

N/A

POLYURE THANE

ALUM

PARTITION LOCK

0'-2"

N/A

ALUM

SINGLE SWING INTERIOR METAL DOOR

N/A

NEW

3'-0"

7'-0"

1 3/4"

N/A

POLYURE THANE

ALUM

PARTITION LOCK

0'-2"

N/A

ALUM

SINGLE SWING INTERIOR METAL DOOR

N/A

NEW

3'-0"

7'-0"

1 3/4"

N/A

POLYURE THANE

ALUM

PARTITION LOCK

0'-2"

N/A

ALUM

SINGLE SWING INTERIOR METAL DOOR

N/A

NEW

2'-11"

7'-0"

1 3/4"

N/A

SOLID

WOOD

PRIVACY LEVER

0'-2"

N/A

WOOD

SINGLE SWING INTERIOR WOOD DOOR

N/A

NEW

3'-2"

7'-0"

1 3/4"

N/A

SOLID

WOOD

PRIVACY LEVER

0'-2"

N/A

WOOD

SINGLE SWING INTERIOR WOOD DOOR

N/A

NEW

3'-0"

7'-0"

1 3/4"

N/A

SOLID

WOOD

RECTANGLE PULL

0'-2"

N/A

WOOD

DUAL SWING INTERIOR WOOD DOOR

N/A

NEW

3'-4"

7'-0"

1 3/4"

N/A

SOLID

WOOD

RECTANGLE PULL

0'-2"

N/A

WOOD

DUAL SWING INTERIOR WOOD DOOR

N/A

BULL PULL

0'-2"

N/A

DOUBLE POCKET METAL DOOR

N/A

3'-6" 11" 1 " 2

(-)

-42.4 ZONE 5 (PSF)

(+)

(-)

(+)

(-)

43.1

-46.8

43.1

-57.7

41.3

-44.9

41.3

-53.7

30 SF TO 49 SF

39.1

-42.8

39.1

-50.0

38.8

-42.4

38.8

-48.6

100 SF TO 199 SF

36.5

-40.2

36.5

-44.9

NOTES: 1. ZONE 5 IS DEFINED AS ANY DOOR OR WINDOW WITHIN 3'-0" FROM ANY CORNER OF THE BUILDING. ALL OTHER LOCATIONS ARE DEFINED AS ZONE 4 2. VALUES INDICATED CAN BE INTERPOLATED. 3. FOR kd=1.0, MULTIPLY VALUES BY 1.18 4. PRESSURES BASED ON ASCE 7-16 AND ARE ALLOWABLE PRESSURES. FOR ULTIMATE PRESSURES, DIVIDE VALUES BY 0.6.

CUSTOM KICK PLATE W/ EXPOSED 12" PAN HEAD FASTENERS +/-4" O.C IN CONTRASTING FINISH

(+)

50 SF TO 99 SF

11 SF TO 29 SF

6'-4"

1'-3" 2'-3" 1 " 2

38.8

ZONE 5 (PSF)

ZONE 4 (PSF)

0 SF TO 10 SF

CUSTOM PATTERN 1 " BUTTON W 16 RIVETS

6.42' x 8.66' = 55.6 f2 TRIBUTARY AREA

WOOD PLANKS AT 45 DEGREE PATTERN

ZONE 4 (PSF)

1 " 2

8'-7"

N/A

8" 1 " 2

APPROVAL#

1 3/4"

8'-7"

33 4"

1 " 2

REMARKS

6'-0"

8'-7"

1 3/4"

N/A

SOLID

ALUM / GLASS

NEW

4'-0"

8'-7"

1 3/4"

N/A

SOLID

ALUM / GLASS

BULL PULL

0'-2"

N/A

ALUM

SINGLE POCKET METAL DOOR

N/A

NEW

3'-0"

6'-4"

1 3/4"

N/A

SOLID

WOOD

RECTANGLE PULL

0'-2"

N/A

WOOD

DUAL SWING INTERIOR WOOD DOOR

N/A

NEW

ALUM

019 019

019

028

017

019

011 030

030

019

011

020

027

014

022

017 6'-4"

021

016

027 013

014

6'-8"

015

9'-0"

025 017

031

023

6'-4"

025 9'-0"

016

9'-0"

021

015

014

3'-3"

012

INTERIOR ADA WOMEN'S RESTROOM ELEV. SCALE 1/2" = 1'

012

2'-10"

2'-8" 3'-3"

2'-6"

2'-10"

3'-3"

2'-8"

012

3'-3"

013

INTERIOR ADA WOMEN'S RESTROOM ELEV.

SCALE 1/2" = 1'

INTERIOR ADA WOMEN'S RESTROOM ELEV.

SCALE 1/2" = 1'

INTERIOR ADA WOMEN'S RESTROOM ELEV. SCALE 1/2" = 1'

030 019

019

026 028

019

011 011

018

021

015

9'-0"

021

023

9'-0"

027

016

027

017

018

9'-0"

021

9'-0"

017

025

6'-8"

016

9'-0"

025

015

026

014

012

INTERIOR ADA MEN'S REST. ELEV.

SCALE 1/2" = 1'

INTERIOR ADA MEN'S REST. ELEV.

SCALE 1/2" = 1'

012

2'-10"

1'-7"

012

2'-10"

3'-3"

3'-3" 1'-7"

014

3'-3"

013

INTERIOR ADA MEN'S REST. ELEV.

012

SCALE 1/2" = 1'

INTERIOR ADA MEN'S REST. ELEV. SCALE 1/2" = 1'

RESTROOM ACCESORY SYMBOL LEGEND 011 012

019

023

025

015

013

TOILET TISSUE DISPENSER.

014

(ADA) TOILET.

015

(ADA) 42" GRAB BARS @ 34" MAX.

016

(ADA) 36" GRAB BARS @ 34" MAX.

017

SURFACE-MOUNTED. SEAT COVER DISPENSER.

018

STANDARD WALL-HUNG URINAL.

019

GYPSUM BOARD PAINTED FINISH

020

(ADA) TOUCHLESS AUTOMATIC SOAP DISPENSER

021

AUTOMATIC HAND DRYER.

022

RECESSED BABY DIAPER-CHANGING (TABLE SURFACE 30").

023 6'-8"

013

021

025 7"

015

CERAMIC TILE

013

019

011 9'-0"

024 9'-0"

011 9'-0"

019

(ADA) MIRROR W/ FRAME.

023

(ADA) LAVATORY WITH EXPOSED PIPE COVERED.

2'-8"

2'-10"

3'-3"

012

014

INT. ADA UNISEX EMPLOY'S ELEV. SCALE 1/2" = 1'

014

INT. ADA UNISEX EMPLOY'S ELEV. SCALE 1/2" = 1'

014

INT. ADA UNISEX EMPLOY'S ELEV.

024

(ADA) TOUCHLESS AUTOMATIC WALL MOUNTED SOAP DISPENSER

025

BACKING

026

STALL SPECS BY MANUFACTURER.

027

(ADA) LAVATORY COUNTER W/ MTL. BRACKETS SEE FINISH SCHEDULE

028

COAT HOOK

SCALE 1/2" = 1'

029

ADA ELECTRONIC TOILET/ W BIDET, SELF CLEANING NOZZLE

030

LTG-121

031

WALL MOUNTED MIRROR

ORLANDO LAMAS, R.A

AR-93251

PROJECT INFORMATION:

RESTAURANT. BAR & LOUNGE

CUSTOM PATTERN 1 " W 16 BUTTON RIVETS

1 " WD SLAT

8" 1 " 2

DRUNKEN DRAGON

1 " WD SLAT

8'-10" 1 " 2

8'-8"

CUSTOM WOOD CARVING BY ARTIST

CLIENT INFORMATION:

REVISION DATES:

SHEET TITLE:

DOOR SCHEDULE PROJECT #:

21-056

DRAWN BY: SCALE:

CHECKED BY:

AS NOTED

ISSUE DATE:

07/20/2022

PHASE:

SHEET NUMBER:

A1-0.4

ORLANDO LAMAS, R.A

AR-93251

PROJECT INFORMATION:

RESTAURANT. BAR & LOUNGE

DRUNKEN DRAGON

4'-2 12"

3'-1"

1 " WD SLAT

2'-41 4" CLERESTORY

3'-0"

6'-5"

6'-0"

STUDIO LAMAS ARCHITECTS | DRUNKEN DRAGON RESTAURANT BAR

CLIENT INFORMATION:

REVISION DATES:

SHEET TITLE:

ADA RESTROOMS INTERIOR ELEVATIONS PROJECT #: DRAWN BY: SCALE:

21-056 CP

CHECKED BY:

AS NOTED

ISSUE DATE:

07/20/2022

PHASE:

SHEET NUMBER:

A6-0.1

2019 | MEXTROPOLI PAVILION SUMA ESTUDIO

Everything begins in the memory of a collective experience. In Mexico it is common to find small mountains of gravel and sand for construction on public roads. On the side of the street or on the sidewalk; perhaps on abandoned land within the city or piled up in sparsely populated towns. When you are a child, seeing these mountains you can only think of climbing them and feel how your steps sink into that ephemeral and accidental topography that is molded by your weight. Childhood is the stage where we begin to recognize the immediate world around us through play. What we have at hand and what we find: rocks, wooden sticks, earth,

dry leaves, amazes us, fills us with curiosity and doubt. Through this experience, Tezontle Ludens seeks to connect with that memory and generate honest links through the playful and innocent exercise of our human experience. The topography is made up of tezontle of different sizes, which are shaped and transformed by the footsteps of visitors. In it, three volumes of smooth and clean concrete land and fit. Everything, contained by a large wooden bench that serves the public space as a rest and thus, becomes a “tezontlero” managing to live both directions of the pavilion. The sheets #8

at home dry in the sun, that’s where we play again as children feeling and recognizing the shape of the air. We run our hands over them and hug ourselves. The translucent curtains recall this memory and energize the interior and exterior space, a materialization of the wind that moves them. SCAN ME TO WATCH MY ASSEMBLY YOUTUBE VIDEO

#10

#11

#12

#13

2021| METEPEC ROOFTOP SUMA ESTUDIO

This small project is located 45 minutes west of Mexico City on a 12th floor, additionally this is an area of strong winds so it needed to be completely hermetic to be habitable. The main materials were glass, steel and wood. The steel structure was mostly water jet cut to achieve greater precision and reduce human errors on site, apparent materials were used at all times and a warm atmosphere was used. Most of the furniture was proposed by the office and the concrete bar was a good opportunity to experiment with different terrazos. #14

#15

#16

#17

#18

2021| TRAVELER / You have reached the densest region of the air. SUMA ESTUDIO

“Traveller: You have reached the most transparent region of the air” This is how the multifaceted Mexican Alfonso Reyes describes it in his book “Visión de Anáhuac. (1519)”; a huge window that gives us enough tools to imagine ourselves in that distant valley. - What have we done to him? - We are wondering. It seems that as architects and as inhabitants of this city we are filled with melancholy for that distant city; with that lake in splendor. Like many other colleagues, we maintain that the desiccation of the lake has been the biggest mistake of this city. His domination, the fight against him and against the natural environment that surrounds us has been our immediate response. Our environment has changed, now we destroy ourselves. - What have we done to avoid it? - We ask again. --------------------------------------------------------------------------------The arquine magazine asks how we young architecture firms address climate change from the perspective of a city such as Mexico City? The question was anything but easy, there were many topics we could talk about, air pollution, water pollution, the fact that our ancestors dried up a lake where ancient Tenochtitlan was located, transportation, consumerism, overpopulation, fact that our activity as architects is one of the human activities that most affects nature, we really cannot point to a single problem, that is why we rely on the Mexican muralist tradition to try to address this problem from a systemic thinking.

Scan me to look at the website

#19

#20

#21

#22

#23

2019 | TRANSITORIAL HOUSING FOR IMMIGRANTS UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO

The National Autonomous University of Mexico has been characterized by generating a close link with the Mexican community, since its origins it opens the reflection and exchange of knowledge with society, Architecture for its part seeks in its foundations the link between spaces with the environment and its utilitarian, aesthetic, social impact is completely inherent to open reflection and ties with the cultural diversity of Mexico and the realities that cohabit in our territory. Immigrants are perceived as a threat and communities near the south border are appreciated as danger

zones, which makes them a vulnerable group characterized by discrimination, poverty and marginalization; besides not having easy -or practically zeroaccess to programs social services that guarantee their quality of life, whether temporary or permanent. Due to its location and social context, it was decided that the project would focus on the housing sector despite the recognition of various needs in terms of equipment due to the importance of the topic in a community made up of inhabitants of different nationalities who need an element that generates equity, sense of belonging and social cohesion; in addition to an adequate #24

space that influences their personal and family development. This project aims to claim the right to decent housing for any person regardless of their political, social, economic or cultural status; generating a model that adapts to the needs of the worker, taking into account the physical and sociocultural context of the region.

#25

#26

#27

#28

#29

2020 | SOCIAL IMPACT PROJECTS SEDATU

SECRETA

ARMADURA ARM-1

G' CANALÓN PLUVIAL FABRICADO CON LÁMINA DE ACERO PINTRO CAL. 8

20.10

PROGRA PLANTA DE LOCALIZACIÓN

5.45

6.45

ARM-1

5.45

2.50

ARM-1

ARM-2

LARGUEROS A LOS EXTREMOS CONSTRUIDOS A BASE DE DOS MON-TENES DE 2"X4"

ARM-4 PLANTA ESQUEMÁTICA: A

1 1'

002-B 5

002-A

VISTA 02

ARM-3

EST-017

ARM-3

DT-06

5.50

8 9

LARGUERO DE PERFIL DE MON-TEN DE 2"X4"

002-D

COLUMNA HECHA A BASE DE DOS PERFILES CPS DE 2"X6"

5.35

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

NOMBR D.R.O.

MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

DT-04

ARM-1

DT-05

EST-017

ARM-2

DT-07

EST-017

ARM-4

ARM-1

ISOMÉTRICO N.L.B.A. +4.76

VISTA 01

PLANTA DE ARMADURAS ESC. 1:50

4.80

ARM-1

ARM-2

PROYECCIÓN DE AT-01

C-1

PROYECCIÓN DE AT-01

C-1

PROYECCIÓN DE AT-01

AT-01

C-1

PROYECCIÓN DE AT-01

4.80

PROYECCIÓN DE AT-01

C-1

PROYECCIÓN DE AT-01

ARM-3

PROYECCIÓN DE AT-01

· · · · · · · ·

0.40

ARM-4

PROYECCIÓN DE AT-01

C-1

AT-01

Indica corte arquitectónic

CXF

Indica corte por fachada

Cotas en metros. Niveles en metros. No se tomarán cotas a escala de este p Todas las cotas y niveles deberán ser r Cualquier discrepancia así como la inte Los ejes arquitectónicos rigen sobre los No tomar medidas en planos estructura El proyecto deberá ser estudiado en tod

N.EXT+0.00 N.PROY.+0.00 N.T.N ± 0.00 N.L.A.C ± 0.00 N.P.T. ± 0.00

INDICA NIVEL EXISTENTE INDICA NIVEL DE PROYECTO NIVEL DE TERRENO NATURA NIVEL DE LECHO ALTO DE C NIVEL DE PISO TERMINADO

DATOS GENERALES: 1.- Las acotaciones y elevaciones se encuentr 2.- Todas las acotaciones planos y niveles de 3.- Los detalles de refuerzo no se encuentran 4.- Las cotas rigen al dibujo. NOTAS DE MATERIALES: 1.- El concreto a utilizar en obra sera de un f'c kg/cm² y en dalas y castillos f'c 150 kg/cm² en 2.- El acero de refuerzo sera de grado duro fy 3.- No debera traslaparse mas del 50% del a aumentaran las longitudes de traslape del refu 4.- El recubrimiento libre de toda barra de re 3.0 cm -En losas 1.5 cm En elementos colad plantilla. 5.- El armado de todos los castillos deberá an 6.- Para longitudes de anclaje escuadras extre

7.- Todos los estribos se ajustaran a las siguie

8.- La separacion de los estribos verticales, s de su soporte extremo. 9.-El esfuerzo corrido en las caras laterales de 10.-La separacion minima de las varillas será 11.-Se proporcionará una contraflecha en las 12.-Al concreto de las losas se le agregará un 13.-Para el concreto se recomienda usar un a 14.-Se recomienda un curado adecuado, si e puede ser mediante compuesto que forme un curado debe iniciarse inmediatamente despu evitarse rociar con agua fria areas de concret protegerse contra combios bruscos de temper 15.-Con el objeto de tener una permeabilidad peso: 0.45 -Tamaño maximo agregado grueso compatible con las dimensiones transversales se tomaron en cuenta los siguientes modulos

N.P.T. +0.36

N.D.C. -0.64

TAMAÑO MAXIMO DEL AGREGADO

VISTA 01

ESC. 1:50

NIVE

#3 #4 #5 #6

PROYECCIÓN DE AT-01

N.P.T. +0.36

SUP

TERRENO

NIVELES

NOTAS GENERALES:

N.L.B.A. +4.76 ARM-1

DEL

SUPERFICIE DE ÁREA LIBRE INTERV.ÁRE

0.40

PROYECCIÓN DE AT-01

SUPERFICIE NÚMERO

N.P.T. Nivel de piso terminado N.AZO. Nivel de azotea N.F.CAR. Nivel de fondo de cárcamo N.S.F. Nivel superior de firme N.L.A.E. Nivel lecho alto de estructura N.L.B.E. Nivel lecho bajo de estructura N.L.A.T. Nivel lecho alto de trabe N.L.B.T. Nivel lecho bajo de trabe N.L.B.T.E.E Nivel lecho bajo de trabe edificio ex N.P.T. ACTUAL Nivel de piso terminado actual

CXF

5.35 N.L.A.A. +5.16

PROYECCIÓN DE AT-01

Arq.

SIMBOLOGÍA ESPECÍFICA:

N.L.B.A. +4.41

N.L.A.A. +5.16 N.L.B.A. +4.76

Ing. Arq.

C.A. y U.

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

ESC 1:10

ARMADURA ARM-3

C.D.E. C.D.I.

DIAGONAL DE CUADRADO SÓLIDO DE 1"X1"

N.P.T. ± 0.00

ESC. 1:50

N.L.B.A. +4.71

CONTENIDO MÍNIMO DE CEMENTO (kg/cm3)

4.0 cm

2 ó 2.5 cm

NOTAS DE CIMENTACIÓN: 1.- Las excavación se realizará de forma manu mismo que los ultimos 20 cm del fondo, con lo 2.- La profundidad de desplante indicada en la 3.- El desplante de la cimentación se efectuará desplantando una vez retirando la capa vegeta 4.- No se cimentará en terreno natural ni en NOTAS DE MAMPOSTERÍA (MUROS): 1.- Los muros serán de tabique vintex 12x12x2 instalaciones eléctricas se alojaran en el tabiqu NOX-C-404-ONMCCE, las instalaciones hidro durock. 2.- El mortero se elaborara con la cantidad de mezclarse hasta que vuelva a tomar la consist 3.- El mortero en la juntas cubrirá totalmente la su colocacion. el espesor de las juntas no exc 4.- Los alambres corrugados de refuerzo horiz junta de mortero, los alambres deben estar an dentro de los elementos confinantes, si la cons colineales o transversales de acuerdo al detall 5.- Para el colado de los huecos del tabique do piezas, realizandolo a cada dos hiladas como 6.- La resistencia a la compresion del concreto 7.- Se colocaran la capa de compresión con la 8.- El mortero para pegar las piezas será de 1 Sismico: 0.86

VISTA 02

4' 5.50 5.35

EJE

0.67

0.40

0.67

CUERDA SUPERIOR DE 2 PERFILES LI DE 2"X2"X1/4 " LARGUERO DE PERFIL DE MON-TEN DE 2"X4"

5.30 0.63

N.L.A.A. +4.80

90°

135°

0.40

N.L.B.A. +4.40

0.40

N.L.A.A. +4.80

DIAGONALES DE CUADRADO SÓLIDO DE 1"X1" MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

45°

135°

Daniel Escotto Sanch

CANALÓN PLUVIAL FABRICADO CON LÁMINA DE ACERO MARCA TERNIUM PINTRO CAL 8

N.C. +4.92

CUERDA SUPERIOR DE 2 PERFILES LI DE 2"X2"

0.63

0.87

Coordinador de Asesor del Titular del Ramo de la secretari

Mtra. Dolores Franco D

Titular de la Unidad de Programas de Apoyo a la Infr

DIAGONALES DE CUADRADO SÓLIDO DE 1"X1"

0.40

Arq. Gabriela Jurado Guti

Directora de Operaciones y Seguimiento a Program

MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

N.L.B.A. +4.40

Asesorías Especializadas

DT-4 ARM-1 1:20

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

C-1

CORTE A-A'

4.14

C-1

4.12

N.P.T. ± 0.00

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"X1/4"

DT-6 ARM-3

ROBERTO AGUILAR, DIEGO AGUILAR, FERNANDO

Revisión Técnica Arquitectura Vo.Bo.

1:20

N.P.T. ± 0.00

REV.

ARQ. ROBERTO AGUILAR (In

Colaboradores:

FECHA

DESCRIPCIÓN

ESCALA GRÁFICA:

EJE 0

2.48 6.30

0.40 N.L.B.A. +4.40

135°

0.40

90°

0.40

135°

CORTE A-A'

4.94

0.40

0.73

CUERDA SUPERIOR DE 2 PERFILES LI DE 2"X2" DIAGONALES DE CUADRADO SÓLIDO DE 1"X1" MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

45°

The Secretary of Agrarian, Territorial and Urban Development requested him through multiple architecture offices, the development of dozens of projects to be carried out throughout the entire Mexican Republic, starting in the most disadvantaged neighborhoods and areas with fewer

0.40

N.L.B.A. +4.40

0.40 0.14

DIAGONALES DE CUADRADO SÓLIDO DE 1"X1" MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

90°

45° 45°

0.40

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

2.44

DT-7 ARM -4 1:20

opportunities in the country. The projects mainly cover educational and social and sports needs. In this case, the structural proposal of the project was made, the dynamic was to receive the architectural proposals, propose the structure, #30

0.40

CUERDA SUPERIOR DE 2 PERFILES LI DE 2"X2"

0.40

N.P.T. ± 0.00

0.40

N.L.A.A. +4.80

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

DT-5 ARM-2 1:20

0.40

N.P.T. ± 0.00

CUERDA SUPERIOR 2 PERFILES LI DE 2"X2"X1/4''

CENTRO ASISTENCI

DIAGONALES DE CUADRADO SÓLIDO DE 1"X1" MONTANTE DE CUADRADO SÓLIDO DE 1"X1"

UBICACIÓN: CALLE

PRESIDENTES ME ESTADO DE NAYARIT, MÉ

CUERDA INFERIOR DE 2 PERFILES LI DE 2"X2"

CORTE A-A'

0.73

N.L.A.A. +4.80

0.40

C.P.

ESCALA:

INDICADA

EDIFICIO:

PCA-18020EP002

NORTE

ESC. 1:20

CLAVE:

5.2.

DT-8 CORTE A-A'

DESCRIPCIÓ

N.L.B.A. +4.41

present it with the architecture office, and with a green flag from the office, the proposal was presented with a structural architect, who carried out the calculations and with this the corrections of the project.ff

PLANO

SECRETARIA DE DESAR TERRITORIAL Y

PROGRAMA DE MEJORA PLANTA DE LOCALIZACIÓN

PLA ESTADOS UNIDOS DE AMÉRICA

GOLFO DE MÉXICO

OCÉ ANO PAC IFIC

GUATEMALA

PLANTA ESQUEMÁTICA: 1

COR 5

15 16

17 18

DE INDIO

Proyección Cubierta

LAURELES

DE INDIO

B PEATONAL

VEHICULAR

ACCESO

ACCESO Proyección Cubierta

Proyección Cubierta

000

Proyección Cubierta

000

Proyección Cubierta

E F

PARAÍSO

G Proyección Cubierta

Proyección Cubierta

PARAÍSO

2 3

Proyección Cubierta

M Proyección Cubierta

Proyección Cubierta

-1'

PERITOS Y T NOMBRE D.R.O.

-2

C.D.E.

Ing.

C.D.I.

Arq.

C.A. y U.

Arq.

CARACTERÍSTICAS DE SUPERFICIE NÚMERO

DEL

5 562.89 m2

TERRENO

NIVELES

SUPERFICIE DE ÁREA LIBRE INTERV. m2

SIMBOLOGÍA ESPECÍFICA:

-1'

-1

CXF

· · · · · · · ·

CV-

+1.5

.T.

CV-

N.P -1

AR 1

CV-

DT-01

EST-21

-2

EST-30

O V RF- PLAN R VE 21 TES

CV-

Z-7

-1

V-1

-1

TAMAÑO MAXIMO DEL AGREGADO

-1'

O V RF- PLAN R VE 21 TES

CV-

-2

+1.5

Z-1

1 -1'

C-1

V RF- PLAN R VE 21 TES

Salvo indicación especificada

35 45 60 80

Diametro 20 13 #2 20 #3

CONTENIDO MÍNIMO DE CEMENTO (kg/cm3)

% AIRE

4.0 cm

5±1

2 ó 2.5 cm

6±1

NOTAS DE CIMENTACIÓN: 1.- Las excavación se realizará de forma manual y cuidando de no acercarce a la mismo que los ultimos 20 cm del fondo, con lo anterior se protegerá de alterar lo 2.- La profundidad de desplante indicada en la cimentación; es tomando en cons 3.- El desplante de la cimentación se efectuará sobre una plantilla de concreto d desplantando una vez retirando la capa vegetal y rellenos. 4.- No se cimentará en terreno natural ni en terreno de relleno. NOTAS DE MAMPOSTERÍA (MUROS): 1.- Los muros serán de tabique vintex 6x12x24 (f*m=40kg/cm², v*m=3kg/cm², Fr instalaciones eléctricas se alojaran en el tabique vintex, junteado con mortero tip NOX-C-404-ONMCCE, las instalaciones hidrosanitarias y pluviales se llevaran p durock. 2.- El mortero se elaborara con la cantidad de agua minima necesaria para obten mezclarse hasta que vuelva a tomar la consistencia adecuada agregandolo agua 3.- El mortero en la juntas cubrirá totalmente las caras horizontales y verticales d su colocacion. el espesor de las juntas no excederá de 1.5 cm. 4.- Los alambres corrugados de refuerzo horizontal deben ser continuos a lo larg junta de mortero, los alambres deben estar anclados adecuadamente a los casti dentro de los elementos confinantes, si la construccion lo requiere se pueden an colineales o transversales de acuerdo al detalle respectivo. 5.- Para el colado de los huecos del tabique donde se aloje el refuerzo vertical p piezas, realizandolo a cada dos hiladas como maximo. 6.- La resistencia a la compresion del concreto para castillo sera de f´c=150 kg/c 7.- Se colocaran la capa de compresión con la dala de cerramiento de forma mo 8.- El mortero para pegar las piezas será de 125 k g/cm² 9.- Se tomaron en cuen Sismico: 0.86 ZONA D-III C Destino de la Obra: EQUIPAMIENTO (EDUCA

CV-

Anclaje (SÍSMICO) "Lb" de trabe a columna

20Ø

-1

.T.

45 60 80 110

8.- La separacion de los estribos verticales, se empezará a medir a partir del pañ de su soporte extremo. 9.-El esfuerzo corrido en las caras laterales de los elementos se anclaran en sus 10.-La separacion minima de las varillas será de 3 cm. medida a paños. 11.-Se proporcionará una contraflecha en las losas de L/360 al centro del claro. 12.-Al concreto de las losas se le agregará un impermeabilizante integral. 13.-Para el concreto se recomienda usar un aditivo inclusor de aire 14.-Se recomienda un curado adecuado, si el cemento es normal, los primeros puede ser mediante compuesto que forme una membrana impermeable; si el ce curado debe iniciarse inmediatamente después del fraguado inicial o tan pront evitarse rociar con agua fria areas de concreto que aún esten calientes por la hid protegerse contra combios bruscos de temperatura. 15.-Con el objeto de tener una permeabilidad mínima se recomienda tener en cue peso: 0.45 -Tamaño maximo agregado grueso: 2cm, 2.5cm o 4cm. -Contenido m compatible con las dimensiones transversales del elemento y las separaciones d se tomaron en cuenta los siguientes modulos y coeficientes:

N.P

3/8" 1/2" 5/8" 3/4" 20Ø

-1'

Traslape "La"

#3 #4 #5 #6

7.- Todos los estribos se ajustaran a las siguientes alternativas:

CV-

DT-01

.52

10Ø

N N N N N N

DATOS GENERALES: 1.- Las acotaciones y elevaciones se encuentran en metros y centimetros. 2.- Todas las acotaciones planos y niveles deberan verificarse con los planos arq 3.- Los detalles de refuerzo no se encuentran a escala. 4.- Las cotas rigen al dibujo. NOTAS DE MATERIALES: 1.- El concreto a utilizar en obra sera de un f'c≥250 kg/cm² en columnas y trabes kg/cm² y en dalas y castillos f'c 150 kg/cm² en los demás elementos con un reve 2.- El acero de refuerzo sera de grado duro fy≥4200 kg/cm2 excepto el #2 que se 3.- No debera traslaparse mas del 50% del acero corrido en una misma sección aumentaran las longitudes de traslape del refuerzo o bien se adicionará refuerzo 4.- El recubrimiento libre de toda barra de refuerzo no será menor de su diame 3.0 cm -En losas 1.5 cm En elementos colados contra el suelo, el recibrimient plantilla. 5.- El armado de todos los castillos deberá anclarse en la cimentación a una long 6.- Para longitudes de anclaje escuadras extremas y empalmes var la tabla siguie

-1 DC

Diámetro

-1'

Cotas en metros. Niveles en metros. No se tomarán cotas a escala de este plano. Todas las cotas y niveles deberán ser rectificadas en obra por el contratist Cualquier discrepancia así como la interpretación que el propio contratista Los ejes arquitectónicos rigen sobre los ejes estructurales. No tomar medidas en planos estructurales, consultar siempre planos arqui El proyecto deberá ser estudiado en todas sus partes por la supervisión y l N.EXT+0.00 INDICA NIVEL EXISTENTE N.PROY.+0.00 INDICA NIVEL DE PROYECTO N.T.N ± 0.00 NIVEL DE TERRENO NATURAL N.L.A.C ± 0.00 NIVEL DE LECHO ALTO DE CIMENTACIÓN N.P.T. ± 0.00 NIVEL DE PISO TERMINADO

-1

. +4

Eje anterior a e

Indica corte por fachada

NOTAS GENERALES:

-2

.A.T

INDICACIONES DE E

Indica corte arquitectónico X1

CXF

-1'

CV-

N.L

INDICACIONES DE N.L.A.L. Nivel lecho a N.L.B.L. Nivel lecho b N.PRE. Nivel de preti N.CUM. Nivel de cum N.L.B.P. Nivel lecho b N.L.A.M. Nivel lecho a N.PZA. Nivel de plaz N.P.E. Nivel de piso N.B.S Nivel de seña N.JAR Nivel de jardí

.52

. +4

.A.T

N.L

Calibre

Resistencia del terreno: Para condiciones estáticas Para condiciones dinámicas:

-1

10.50 t 10.50 t

SEDATU

Daniel Escotto Sanchez Coordinador de Asesor del Titular del Ramo de la secretaria de Desarrollo Agrario Territorial y Urbano

Z-04 Mtra. Dolores Franco Delgado Titular de la Unidad de Programas de Apoyo a la Infraestructura y Servicios

O V RF- PLAN R VE 21 TES

Arq. Gabriela Jurado Gutiérrez Directora de Operaciones y Seguimiento a Programas de la UPAIS

Z-1 Asesorías Especializadas

Z-07

ARQ. ROBERTO AGUILAR (Ingeniería estructural)

ING. LU

Colaboradores:

ROBERTO AGUILAR, DIEGO AGUILAR, FERNANDO FRANCO, ERIK CAMA

Revisión Técnica Arquitectura Vo.Bo.

-1

REVISION REV.

FECHA

DESCRIPCIÓN

ESCALA GRÁFICA:

PCA-18020 Z-7

BIBLIOTECA PÚBLIC

BAHÍA DE BANDERA

ESTRUCTURA EDIFICIO C ESC. S/E

UBICACIÓN:

N.P.T. +1.50

C.P.

CALLE PALMAS, COL.BUCERÍAS, MUNICIPIO DE B TIPO DE OBRA:

C.P.

ACOTACIONES:

ESCALA:

INDICADA

EDIFICIO:

PCA-18020EP006

NORTE

NUEV

METR

CLAVE:

EST DESCRIPCIÓN:

5.2.2.1_PLANOS POR NIVEL

ARMADURAS AR-1 EDIFICIO C SE REQUIEREN 4 PIEZAS

SECRETARIA DE DESARROLLO AGRARIO, TERRITORIAL Y URBANO

PROGRAMA DE MEJORAMIENTO URBANO DEL

LAS

LAUREL

PALMAS

PLANTA DE CONJUNTO ESQUEMÁTICA: CALLE

PATRIA

HÉROE NPT+1.18

ESTADOS UNIDOS DE AMÉRICA

MEXICANOS

PLANTA DE LOCALIZACIÓN

400.00

PARAIS

NPT+1.00

NPT+1.18

ERA

000

NPT+1.18 NPT+1.18

AHUÍZOTL

000

MEXICANOS

PENDIENTE

NPT+1.00

18%

NPT+1.50

PENDIENTE

OROS

000

PRIMAV

MATAM

NPT+1.00

400.00

NPT+1.00

400.00

NPT+0.85

400.00

18%

NPT+1.50

18% 18%

NPT+1.35

PENDIENTE

NPT+1.50

18%

NPT+1.50

PENDIENTE

MOCTEZUM

NPT+1.50

NPT+0.00

NPT+1.50

PENDIENTE 18%

PRESIDENTES

NPT+1.50

PENDIENTE

CALLE

PENDIENTE

PALMAS

18%

HIDALG

PENDIENTE

MIGUEL

NPT+1.50

PENDIENTE

18%

NPT+1.50

NPT+0.85

18%

NPT+1.00

400.00

PENDIENTE

400.00

PENDIENTE

400.00

PENDIENTE

400.00

INDIO

PARAÍS

400.00

PRESIDENTES

6040.00

HÉROES DE LA PATRIA

PENDIENTE

NPT+1.50

18%

NPT+1.50 NPT+0.50

PENDIENTE

NPT+0.50

PENDIENTE

NPT+1.05

NPT+0.50

18% PENDIENTE

NPT+0.50

ERA

PENDIENTE

18% NPT+0.50

NPT+1.05

PENDIENTE NPT+0.95

18%

PRIMAV

18%

PENDIENTE

PENDIENTE 2%

OC CUAUHTÉM

MEXICANOS

ABILLA

MIGUEL

PAC

VIEJO

VALLE

CAMINO

CORTE ESQUEMÁTICO: 5

15 16

17 18

DE INDIO

Proyección Cubierta

400.00

LAURELES

DE INDIO

B PEATONAL

VEHICULAR

ACCESO

ACCESO Proyección Cubierta

Proyección Cubierta

000

32.32

Proyección Cubierta

40°

N.PRE. +5.80 Proyección Cubierta

E F

N.S.F. +4.68

PARAÍSO

40°

MIGUEL ALEMÁN

ABILLA 2

LAURELES

40°

MATAM

PLANTA ESQUEMÁTICA: 1

40°

HÉROES

OROS

GUATEMALA

50°

MIGUEL

DE LA

IFIC O

50°

ALEMÁN

PATRIA

ANO

PRESIDENTES

HIDALG MATAMOROS

GOLFO DE MÉXICO

OCÉ

Proyección Cubierta

N.P.T. +3.68

90°

N.PRE. +3.925

I AULA SANITARIOS JARDÍN CENTRAL

LUDOTECA PLAZA CIVICA 3

LAVANDERÍA

Proyección Cubierta

CALLE

Proyección Cubierta

SANITARIOS

COMEDOR

COCINA

BACINICAS

PATIO

CALLE

N.PZA. +0.18

NPT+0.36 N.DESP. +0.00

PARAÍSO

2 3

Proyección Cubierta

CORTE TRANSVERSAL B-B' 0

1:100

NPT+0.00/+0.18

Proyección Cubierta

ESPIRITV EL

RAZA HA BL

POR MI

UNAM

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

PERITOS Y TÉCNICOS

6040.00

NOMBRE

N°. REGISTRO

FIRMA

D.R.O.

50.80 25.40 25.40

60.00

60.00 R5.54

25.40 50.80 25.40

R5.54

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

C.D.E.

Ing.

C.D.I.

Arq.

C.A. y U.

Arq.

CARACTERÍSTICAS DE LA OBRA

CUERDA SUPERIOR AR-1 SE REQUIEREN 4 PIEZAS ÁNGULO LI DE 2"X2"X1/8" (VER TABLA DE PERFILES)

SUPERFICIE NÚMERO

DEL

5 562.89 m2

TERRENO

SUPERFICIE TOTAL

SIMBOLOGÍA ESPECÍFICA:

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

50.8025.40 25.40

SUPERFICIE AMPLIACIÓN

NIVELES

SUPERFICIE DE ÁREA LIBRE INTERV.

SUPERFICIE ACTUAL

5000.00

60.00

R5.54

25.4050.80 25.40

R5.54

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

CUERDA INFERIOR AR-1 SE REQUIEREN 4 PIEZAS ÁNGULO LI DE 2"X2"X1/8" (VER TABLA DE PERFILES)

INDICACIONES DE NIVEL N.L.A.L. Nivel lecho alto de losa N.L.B.L. Nivel lecho bajo de losa N.PRE. Nivel de pretil N.CUM. Nivel de cumbrera N.L.B.P. Nivel lecho bajo plafón N.L.A.M. Nivel lecho alto de muro N.PZA. Nivel de plaza N.P.E. Nivel de piso existente N.B.S Nivel de señaletica N.JAR Nivel de jardín

CXF

130°

Dimensión a paños

11.99

Eje anterior a eje "A"

Bajada de aguas pluviales Nivel de cancel bajo Nivel alto de puerta Nivel de cajillo Nivel de cerramiento Nivel lecho alto de pérgolas Nivel de jardín Nivel de desplante Nivel de descanso de escaleras Nivel inferior de firme

INDICACIONES EN COTAS

INDICACIONES DE EJE

Indica corte arquitectónico X1

CXF

B.A.P. N.C.B N.A.PT. N.CA. N.CE. N.L.A.P. N.J. N.DESP N.DES N.I.F.

Indica corte por fachada

11.99

Dimensión a eje

11.99

Dimensión de paño a eje

NOTAS GENERALES: · · · · · · · ·

25.40

525.80

Ø Ø+1/4" LSL

SSL : Agujero de ranura corta.

STD : Agujero estándar. DIAGONAL CS-2 SE REQUIEREN 56 PIEZAS CUADRADO SÓLIDO CS 1"X1" (VER TABLA DE PERFILES)

LSL : Agujero de ranura larga. OVS : Agujero sobredimensionado.

1:10

400.00

50°

40°

Salvo indicación especificada

35 45 60 80

Escuadra "Lc" Extrema

eje 15 25 40 50

Diametro 20Ø 10Ø #2 13 cm 7 cm #3 20 cm 10 cm

90°

CONTENIDO MÍNIMO DE CEMENTO (kg/cm3)

Coeficiente de Elasticidad Em

% AIRE

90°

4.0 cm

5±1

f'c 200 kg/cm2

113 137 kg/cm2

45 254 kg/cm2

2 ó 2.5 cm

6±1

f'c 250 kg/cm2

126 491 kg/cm2

50 596 kg/cm2

Resistencia del terreno: Para condiciones estáticas Para condiciones dinámicas:

5920.00

60.00

10.50 ton/m2 10.50 ton/m2

SEDATU

60.00 R5.54

25.40 25.40 50.80

R5.54

UNAM

Daniel Escotto Sanchez

Arq. Alejandro Espinosa Pruneda

Coordinador de Asesor del Titular del Ramo de la secretaria de Desarrollo Agrario Territorial y Urbano

CUERDA SUPERIOR AR-1' SE REQUIEREN 8 PIEZAS ÁNGULO LI DE 2"X2"X1/8" (VER TABLA DE PERFILES)

Coordinador de Vinculación y Proyectos Especiales.

Mtra. Dolores Franco Delgado

Arq. Honorato F. Carrasco Mahr

Titular de la Unidad de Programas de Apoyo a la Infraestructura y Servicios

Coordinador General - Gerencia de Proyecto

Arq. Gabriela Jurado Gutiérrez

Arq.Manuel Carlos Reyes Cedillo

Directora de Operaciones y Seguimiento a Programas de la UPAIS

Coordinador de Proyecto - PCA-18020EP009 No.de Cédula Profesional 4094988

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm Asesorías Especializadas

50.8025.40 25.40

5000.00

60.00

R5.54

ARQ. ROBERTO AGUILAR (Ingeniería estructural)

ING. LUIS CANCINO (Ingeniería electromecánica)

Colaboradores:

25.40 25.4050.80

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

ROBERTO AGUILAR, DIEGO AGUILAR, FERNANDO FRANCO, ERIK CAMACHO

Revisión Técnica Arquitectura Vo.Bo.

CUERDA INFERIOR AR-1' SE REQUIEREN 8 PIEZAS ÁNGULO LI DE 2"X2"X1/8" (VER TABLA DE PERFILES)

6.13

130°

25.40

6.10

4.88

9.60

3.60

10 111.80 6.10

6.10

3.60

9.60

DC-1

AR-1

DC-1

AR-1

CV-1

PROPIEDADES GEOMÉTRICAS DE PERFIL

CV-1

AR-1

CV-1

DC-1 DT-01 EST-30

DC-1

AR-1

AR-1'

CS PARA ARMADURAS

E F

AR-1'

1.54

CV-1

AR-1

CV-1

DC-2

CV-1

AR-1

CV-1

AR-1'

CV-1

DC-1

JUNTA CONSTRUCTIVA

CV-1

AR-1

AR-1'

DC-1

CV-1

AR-2

CV-1

1:10

DIAGONAL CS-2 SE REQUIEREN 112 PIEZAS CUADRADO SÓLIDO CS 1"X1" (VER TABLA DE PERFILES)

ESPESOR (t)

AR-2'

kg/m

CV-1

5.063 mm

AR-1

CV-1

AR-1'

DC-1

AR-1'

CV-1

AR-1

CV-1

DC-1

CV-1

DC-1

BAHÍA DE BANDERAS, NAYARIT

DC-2

CV-1 DC-1 AR-2'

DC-1

AR-1'

CV-1 AR-2'

AR-2'

DC-1

CV-1

AR-1' CV-1

CV-1

DC-3

DC-1

AR-1 CV-1

CV-1

AR-1'

CV-1

DC-2

CV-1

CALLE PALMAS, COL.BUCERÍAS, MUNICIPIO DE BAHÍA DE BANDERAS, NAYARIT, MÉXICO

CV-1

AR-1'

AR-1

CV-1

UBICACIÓN:

AR-1' CV-1

DC-2

CV-1

DC-1

CV-1

AR-1

CV-1

AR-1'

CV-1

AR-1

AR-1'

DC-1

C.P.

TIPO DE OBRA:

C.P.

ACOTACIONES:

ESCALA:

INDICADA

EDIFICIO:

PCA-18020EP009

NORTE

NUEVA

ARCHIVO:

5.2.2.3_PLANOS DE TALLER_EST-38.dwg

METROS

FECHA:

31-JULIO-2019

ELABORÓ:

SUMA Estudio

CLAVE:

PLANO No.

EST-38

PROPIEDADES DE PERFILES 0

AR-1'

CV-1

DC-2

6.00

CV-1

AR-1'

DC-1

DT-01 EST-28

3.60

DC-2

CS CUADRADO SÓLIDO

BIBLIOTECA PÚBLICA MUNICIPAL

DC-1

CV-1

AR-1

LI ÁNGULO DE LADOS IGUALES

AR-1'

CV-1

DC-2

CV-1

AR-1' DC-1

3.60

25.4 mm

CV-1

AR-1'

CV-1

K-10

DC-2

6.10

ESPESOR (t)

AR-2'

CV-1

K-10

AR-1

DC-1

1.19 kg 3.18 mm

DC-1

CV-1

AR-2'

DC-2 DC-2

AR-1

CV-1

espesor (t) TAMAÑO

DT-01 EST-29

CV-1 AR-2'

DC-1

AR-2

K-10

DC-1

CV-1

DC-3

DC-1

6.10 62.10

kg/m

130° 25.40

PCA-18020EP006

AR-1'

DC-1

AR-1

DC-1 JUNTA CONSTRUCTIVA

CV-1

DC-2

CV-1

AR-1' AR-1

AR-1'

AR-1

CV-1 DC-2

DC-1

3.60

1"X1"

CV-1

DIMENSIÓN

AR-1'

CV-1

CV-1 CV-1

1.20

2"X2"X1/8"

FIRMA

DESCRIPCIÓN

A' CV-1

DC-1

DIMENSIÓN

FECHA

DC-1

AR-1

3.60

AR-2 EDIFICIO C

REVISIONES

1.20

CV-1

AR-1

3.26

CV-1

LI PARA ARMADURAS

Autorización para Construcción

17 18

12.00

DC-2

525.80

400.00

1.20

CV-1

AR-1

CV-1

2.84

15 16

4.80

ESCALA GRÁFICA:

A' CV-1

6.10

MONTANTE CS-1 SE REQUIEREN 104 PIEZAS CUADRADO SÓLIDO CS 1"X1" (VER TABLA DE PERFILES)

6.00

DC-2

525.80

3.92

REV.

PROPIEDADES GEOMÉTRICAS DE PERFIL

S/E

#31

Modulo de Cortante V

4.0 cm 2 ó 2.5 cm

NOTAS DE CIMENTACIÓN: 1.- Las excavación se realizará de forma manual y cuidando de no acercarce a las colindancias las cuales se afinarán de igual manera a mano. Lo mismo que los ultimos 20 cm del fondo, con lo anterior se protegerá de alterar lo menos posible el material de desplante de la cimentacion. 2.- La profundidad de desplante indicada en la cimentación; es tomando en consideración que ya se elimino la capa vegetal y sin ningún relleno. 3.- El desplante de la cimentación se efectuará sobre una plantilla de concreto de f'c=100kg/cm2; habiendo compactado el suelo previamente y desplantando una vez retirando la capa vegetal y rellenos. 4.- No se cimentará en terreno natural ni en terreno de relleno. NOTAS DE MAMPOSTERÍA (MUROS): 1.- Los muros serán de tabique vintex 6x12x24 (f*m=40kg/cm², v*m=3kg/cm², Fr=0.80, Q=1.5), con refuerzos interiores a lo largo del muro. Las instalaciones eléctricas se alojaran en el tabique vintex, junteado con mortero tipo 1, 1:1 y deberá cumplir con la norma mexicana NOX-C-404-ONMCCE, las instalaciones hidrosanitarias y pluviales se llevaran por paños externos a muros y se cubrirán con tablacemento tipo durock. 2.- El mortero se elaborara con la cantidad de agua minima necesaria para obtener una pasta menejable, si empieza a endurecerse, podra mezclarse hasta que vuelva a tomar la consistencia adecuada agregandolo agua en caso necesario. 3.- El mortero en la juntas cubrirá totalmente las caras horizontales y verticales de las piezas. las cuales deberan saturarse de agua previamente a su colocacion. el espesor de las juntas no excederá de 1.5 cm. 4.- Los alambres corrugados de refuerzo horizontal deben ser continuos a lo largo del muro entre dos castillos, es decir, no deben traslaparse en la junta de mortero, los alambres deben estar anclados adecuadamente a los castillos, se recomienda se anclen mediante ganchos de 90 colocados dentro de los elementos confinantes, si la construccion lo requiere se pueden anclar dos o mas alambres en el mismo castillo para reforzar muros colineales o transversales de acuerdo al detalle respectivo. 5.- Para el colado de los huecos del tabique donde se aloje el refuerzo vertical podra usarse el mismo mortero que se emplea para juntear las piezas, realizandolo a cada dos hiladas como maximo. 6.- La resistencia a la compresion del concreto para castillo sera de f´c=150 kg/cm 2 7.- Se colocaran la capa de compresión con la dala de cerramiento de forma monolitica. 8.- El mortero para pegar las piezas será de 125 k g/cm² 9.- Se tomaron en cuenta los siguientes coeficientes: -Coeficiente Gravitacional:1.4 -Factor Sismico: 0.86 ZONA D-III Coeficiente: 0.86 Destino de la Obra: EQUIPAMIENTO (EDUCACIÓN) Grupo: A

40°

5000.00

25.40 50.80 25.40

Anclaje (SÍSMICO) "Lb" de trabe a columna

ALZADO

400.00

BARRENOS DE Ø1/8" + 1/16" Ø11.088 mm

45 60 80 110

20Ø

40° 90°

3/8" 1/2" 5/8" 3/4" 20Ø

50°

40°

Traslape "La"

#3 #4 #5 #6

8.- La separacion de los estribos verticales, se empezará a medir a partir del paño de apoyo, colocando los primeros 3 estribos @ 5 cm del peldaño de su soporte extremo. 9.-El esfuerzo corrido en las caras laterales de los elementos se anclaran en sus extremos la longitud "Lb" en escuadra horizontal o vertical. 10.-La separacion minima de las varillas será de 3 cm. medida a paños. 11.-Se proporcionará una contraflecha en las losas de L/360 al centro del claro. 12.-Al concreto de las losas se le agregará un impermeabilizante integral. 13.-Para el concreto se recomienda usar un aditivo inclusor de aire 14.-Se recomienda un curado adecuado, si el cemento es normal, los primeros 7 días deberá curarse con humedad continua, el curado posterior puede ser mediante compuesto que forme una membrana impermeable; si el cemento es de resistencia rapida, el curado húmedo será de 3 dias, el curado debe iniciarse inmediatamente después del fraguado inicial o tan pronto como se realice el acabado de la superficie; sin embargo debe evitarse rociar con agua fria areas de concreto que aún esten calientes por la hidratacion del cemento . En general durante los primeros dias deberá protegerse contra combios bruscos de temperatura. 15.-Con el objeto de tener una permeabilidad mínima se recomienda tener en cuenta los siguientes requisitos: -Máxima relación agua-cemento en peso: 0.45 -Tamaño maximo agregado grueso: 2cm, 2.5cm o 4cm. -Contenido mínimo de cemento y contenido de aire: Usar el tamaño máximo compatible con las dimensiones transversales del elemento y las separaciones de refuerzo. Preferir el agregado natural al triturado Para el concreto se tomaron en cuenta los siguientes modulos y coeficientes: TAMAÑO MAXIMO DEL AGREGADO

50°

NIVEL DE DESPLANTE DE CIMENTACIÓN NIVEL DE LECHO BAJO DE LOSA NIVEL DE LECHO BAJO DE ARMADURA NIVEL DE LECHO ALTO DE ARMADURA NIVEL DE CUMBRERA

7.- Todos los estribos se ajustaran a las siguientes alternativas:

ARMADURAS AR-1' EDIFICIO C SE REQUIEREN 8 PIEZAS

10Ø

AR-1 EDIFICIO C

N.D.C. ± 0.00 N.L.B.L. ± 0.00 N.L.B.A. ± 0.00 N.L.A.A. ± 0.00 N.C. ± 0.00 N.L.A.T. ± 0.00

NIVEL DE LECHO ALTO DE TRABE DATOS GENERALES: 1.- Las acotaciones y elevaciones se encuentran en metros y centimetros. 2.- Todas las acotaciones planos y niveles deberan verificarse con los planos arquitecónicos. 3.- Los detalles de refuerzo no se encuentran a escala. 4.- Las cotas rigen al dibujo. NOTAS DE MATERIALES: 1.- El concreto a utilizar en obra sera de un f'c≥250 kg/cm² en columnas y trabes, en losas de entrepiso, y o capas de compresión será de un f'c 200 kg/cm² y en dalas y castillos f'c 150 kg/cm² en los demás elementos con un revenimiento de ± 14 cm y agregado maximo de 2 cm. 2.- El acero de refuerzo sera de grado duro fy≥4200 kg/cm2 excepto el #2 que sera grado estructural con fy= 2530kg/cm2. 3.- No debera traslaparse mas del 50% del acero corrido en una misma sección salvo aprobacion de la DIRECCION DE LA OBRA, en cuyo caso aumentaran las longitudes de traslape del refuerzo o bien se adicionará refuerzo transversal en estas secciones. 4.- El recubrimiento libre de toda barra de refuerzo no será menor de su diametro ni menor a lo señalado a continuación: -En columnas y trabes 3.0 cm -En losas 1.5 cm En elementos colados contra el suelo, el recibrimiento mínimo, sera de 5 cm si no se usa plantilla y de 3cm si se usa plantilla. 5.- El armado de todos los castillos deberá anclarse en la cimentación a una longitud no menor de 40 cm. 6.- Para longitudes de anclaje escuadras extremas y empalmes var la tabla siguiente: 3/4h

Ø Ø+1/4" SSL

3/4h

Ø Ø+3/16" OVS

Diámetro

130° 25.40

MONTANTE CS-1 SE REQUIEREN 52 PIEZAS CUADRADO SÓLIDO CS 1"X1" (VER TABLA DE PERFILES)

N.EXT+0.00 INDICA NIVEL EXISTENTE N.PROY.+0.00 INDICA NIVEL DE PROYECTO N.T.N ± 0.00 NIVEL DE TERRENO NATURAL N.L.A.C ± 0.00 NIVEL DE LECHO ALTO DE CIMENTACIÓN N.P.T. ± 0.00 NIVEL DE PISO TERMINADO

Ø Ø+1/16" STD

Calibre

525.80

400.00

Cotas en metros. Niveles en metros. No se tomarán cotas a escala de este plano. Todas las cotas y niveles deberán ser rectificadas en obra por el contratista. Cualquier discrepancia así como la interpretación que el propio contratista de al dibujo deberá ser consultada, con la autoridad correspondiente. Los ejes arquitectónicos rigen sobre los ejes estructurales. No tomar medidas en planos estructurales, consultar siempre planos arquitectónicos. El proyecto deberá ser estudiado en todas sus partes por la supervisión y la empresa constructora previo al inicio de los trabajos.

PLANO LLAVE 0

1:750

DESCRIPCIÓN:

5.2.2.3_PLANOS DE TALLER

38 Consecutivo

#32

2021| VISUAL IMAGES 3D & MODEL MAKING

During university and in my professional development I have contributed to multiple projects in the 3D part. Going through models with experimentation and the use of different materials as renders is something that has accompanied me during my career as an architect, I really enjoy it, and I put a lot of love into the development of these threedimensional images and model making. Below you will find some of my most outstanding work.

#33

#34

#35

#36

#37

#38

#39

#40

#41

Model making presentation for a client Technique: Pigmented concrete pouring, water jet cut copper carbon steel sheet and foamboard #42

#43

#44

Model making for INFONAVIT competition Technique: carboard battery #45

#46

Model making for study Technique: carboard, concrete and blue wax #47

#48

Model making for presentation wih client Technique: 3d printing, natural fiber, brass and laser cutting veneered MDF #49

Model making for presentation with client Technique: Acrylic and laser cutting veneered MDF #50

#51

JULY, 2022

Fernando Franco Reach me at : E-mail. Phone / WhatsApp.

21fer.franco@gmail.com +521 553 481 6629