1ST FLOOR PLAN · 2019-09-17 · 1st floor plan final conceptual - 08-23-19 scale 3/16" =...
5
FAMILY RM. 104 DINING RM. 102 KITCHEN 103 LIVING RM. 101 GUEST RM. 105 LAUNDRY 108 GARAGE 109 BTHRM. 106 P.R. 107 W.I.C. 106A Private Residence Domingo Ansereo 1 1ST FLOOR PLAN SCALE 3/16" = 1'-0" FINAL CONCEPTUAL - 08-23-19 A-201 N AREA REDUCED FROM ORIGINAL FLOOR PLAN LEGEND AREA INCREASED FROM ORIGINAL FLOOR PLAN PROJECT DATA: ORIGINAL 1ST FLOOR PLAN AREA = 3,257 S.F. REVISED (06-17-19) 1ST FLOOR PLAN AREA = 2,795 S.F. AREA REDUCTION: FIRST FLOOR GARAGE = 208 S.F. FIRST FLOOR A/C AREA = 254 S.F. TOTAL 1ST FLOOR REDUCED AREA = 462 S.F. ORIGINAL LOT 16 RESIDENCE AREA (1ST & 2ND FLOORS) = 5,414 S.F. REVISED (06-17-19) LOT 16 RESIDENCE AREA (1ST & 2ND FL.) = 4,830 S.F. TOTAL NET REDUCTION FOR LOT 16 RESIDENCE = 584 S,F, REVISED CONCEPTUAL PLAN - 08-23-19
1ST FLOOR PLAN · 2019-09-17 · 1st floor plan final conceptual - 08-23-19 scale 3/16" = 1'-0" a-201 n area reduced from original floor plan legend area increased from original floor
REVISED (06-17-19) 1ST FLOOR PLAN AREA = 2,795 S.F.
AREA REDUCTION:
FIRST FLOOR GARAGE = 208 S.F.FIRST FLOOR A/C AREA = 254 S.F.
TOTAL 1ST FLOOR REDUCED AREA = 462 S.F.
ORIGINAL LOT 16 RESIDENCE AREA (1ST & 2ND FLOORS) = 5,414 S.F.
REVISED (06-17-19) LOT 16 RESIDENCE AREA (1ST & 2ND FL.) = 4,830 S.F.
TOTAL NET REDUCTION FOR LOT 16 RESIDENCE = 584 S,F,
REVISED CONCEPTUAL PLAN - 08-23-19
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135.00'(R)
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54.00'(R)
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OVEN/ MICRO.
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A/C
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A/C
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WH
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135.00'(R)
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54.00'(R)
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VISIBILITY TRIANGLE
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VISIBILITY TRIANGLE
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SHEET
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DRAWING TITLE:
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COMMISSION NO.:
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NO.
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OF
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ISSUED DATE:
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SOUTHEAST DESIGN ASSOCIATES, INC.
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Consultant:
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Project:
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Owner:
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Seal:
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REVISIONS
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DATE
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CADD FILE NAME:
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SHEET NO.
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DRAWN BY:
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SCALE:
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Lic. No.: AR-0007147
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State Certified Architect Corporation Lic. No.: AA-0002237
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Manuel Perez-Vichot, A.I.A.
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627 Eldron Dr., Suite 101, Miami Springs, FL 33166
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TEL : (305) 871 1648
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FAX : (305) 871 1734
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www.sedainc.com
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A r c h i t e c t u r e P l a n n i n g D e s i g n
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.
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.
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All drawings In this document are the exclusive property of Southeast Design Associates and are not to be used in any form without the Architect's written consent. User assumes full responsibility when using this document.
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(C)Copyright notice:
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35 S.W. 27th Road - Lot 16
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Miami, Florida. 33129
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Domingo Ansereo
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1910
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06/17/19
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BC
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OF 50
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A-902
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AS SHOWN
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1ST FLOOR PLAN
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4
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A-902
FLEX RM.201
BTHRM. 1202
BEDROOM 1203
BEDROOM 2204
BEDROOM 3207
MASTER BATH210
MASTER SUITE208
W.I.C.209
BTHRM. 2205
W.I.C.206
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12ND FLOOR PLAN
SCALE 3/16" = 1'-0"FINAL CONCEPTUAL - 08-23-19
N
AREA REDUCED FROM
ORIGINAL FLOOR PLAN
LEGEND
AREA INCREASED FROM
ORIGINAL FLOOR PLAN
PROJECT DATA:
ORIGINAL 2ND FLOOR PLAN AREA = 2,157 S.F.
REVISED (06-17-19) 2ND FLOOR PLAN AREA = 2,035 S.F.
AREA REDUCTION:
TOTAL 2ND FLOOR REDUCED A/C AREA = 122 S.F.
REVISED CONCEPTUAL PLAN - 08-23-19
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135.00'(R)
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54.00'(R)
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K-2297-G
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KATHRYN
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BATHROOM SINK
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VITREOUS CHINA
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K-2297-G
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KATHRYN
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BATHROOM SINK
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VITREOUS CHINA
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K-2297-G
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KATHRYN
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BATHROOM SINK
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VITREOUS CHINA
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K-2297-G
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KATHRYN
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BATHROOM SINK
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VITREOUS CHINA
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A/C
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135.00'(R)
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54.00'(R)
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SHEET
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DRAWING TITLE:
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COMMISSION NO.:
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NO.
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OF
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ISSUED DATE:
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SOUTHEAST DESIGN ASSOCIATES, INC.
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Consultant:
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Project:
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Owner:
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Seal:
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REVISIONS
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DATE
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CADD FILE NAME:
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SHEET NO.
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DRAWN BY:
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SCALE:
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Lic. No.: AR-0007147
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State Certified Architect Corporation Lic. No.: AA-0002237
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Manuel Perez-Vichot, A.I.A.
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627 Eldron Dr., Suite 101, Miami Springs, FL 33166
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TEL : (305) 871 1648
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FAX : (305) 871 1734
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www.sedainc.com
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A r c h i t e c t u r e P l a n n i n g D e s i g n
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.
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.
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All drawings In this document are the exclusive property of Southeast Design Associates and are not to be used in any form without the Architect's written consent. User assumes full responsibility when using this document.
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(C)Copyright notice:
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35 S.W. 27th Road - Lot 16
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Miami, Florida. 33129
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Domingo Ansereo
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1910
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06/17/19
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BC
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OF 50
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A-902
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AS SHOWN
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2ND FLOOR PLAN
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5
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A-902
2
A-500
2
A-501
1
A-500
1
A-501
2
A-600
2
A-601
1
A-600
1
A-601
ROOF
TERRACE
ROOF
TERRACE
POOL BELOW
FUTURE SPA
EQUIPMENT
AREA
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A-701
6
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1ROOF PLAN
SCALE 3/16" = 1'-0"
N
NEW CONCRETE PAVERS
STUD PARTITION
C.M.U. WALL
CONCRETE WALL
LEGEND
A. DOOR AND WINDOW
B. RAILING
C. ROOF
D. SWIMMING POOL
E. GLAZING
F. PARTITIONS
G. VAPOR BARRIER
NOTES
REVISED CONCEPTUAL PLAN - 08-23-19
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135.00'(R)
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54.00'(R)
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135.00'(R)
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54.00'(R)
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EL.+14'-6" (+26.00' NGVD)
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T.O. LOWER ROOF
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EL.+0'-0" (+11.75 NGVD)
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GRADE (AVG. SIDEWALK)
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EL.+25'-0" (+36.50' NGVD)
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T.O. DECK (ROOF)
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EL.+28'-6" (+40.00' NGVD)
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T.O. GUARDRAIL
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1/4" SL.
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1/4" SL.
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(BELOW)
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M2
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(UNDER SEPARATE PERMIT)
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PROVIDE ELECTRICAL & PLUMBING ROUGH-IN FOR FUTURE USE
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EL.+24'-3" (+35.75' NGVD)
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T.O. SLAB (ROOF)
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1/4" SL.
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1/4" SL.
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1/4" SL.
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1/4" SL.
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1/4" SL.
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SHEET
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DRAWING TITLE:
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COMMISSION NO.:
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NO.
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OF
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ISSUED DATE:
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SOUTHEAST DESIGN ASSOCIATES, INC.
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Consultant:
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Project:
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Owner:
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Seal:
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REVISIONS
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DATE
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CADD FILE NAME:
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SHEET NO.
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DRAWN BY:
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SCALE:
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Lic. No.: AR-0007147
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State Certified Architect Corporation Lic. No.: AA-0002237
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Manuel Perez-Vichot, A.I.A.
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627 Eldron Dr., Suite 101, Miami Springs, FL 33166
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TEL : (305) 871 1648
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FAX : (305) 871 1734
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www.sedainc.com
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A r c h i t e c t u r e P l a n n i n g D e s i g n
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.
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.
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All drawings In this document are the exclusive property of Southeast Design Associates and are not to be used in any form without the Architect's written consent. User assumes full responsibility when using this document.
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(C)Copyright notice:
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35 S.W. 27th Road - Lot 16
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Miami, Florida. 33129
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Domingo Ansereo
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1910
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06/17/19
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BC
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OF 50
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A-902
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AS SHOWN
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ROOF PLAN
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6
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ALL EXTERIOR DOORS AND WINDOWS TO BE IMPACT RESISTANT WITH PRODUCT APPROVAL. DOORS/WINDOWS UNDER SEPARATE PERMIT. CONTRACTOR TO SUBMIT SHOP DWGS TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. GLASS: LAMINATED GRAY (CGI). EXTERIOR DOORS: WINDOOR OR APPROVED EQUAL. REFER TO DOOR & WINDOW SCHEDULE FOR DETAILS. STEEL WIRE RAILING WITH STAINLESS STEEL 1.5" TOP BAR AND STEEL POSTS @ 48" O.C. MUST HAVE SATISFACTORILY PASSED IMPACT TEST PER CODE AS SPECIFIED. CONTRACTOR MUST SUBMIT SHOP DRAWINGS, WITH EVIDENCE OF WIRE RAILING SYSTEM HAVING SUCCESSFULLY PASSED THIS TEST, TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. ALL ROOFTOP EQUIPMENT AND SUPPORTS SHALL BE SECURED TO THE STRUCTURE IN COMPLIANCE WITH THE LOADING REQUIREMENTS OF CHAPTER 16 (HIGH-VELOCITY HURRICANE ZONES). THE USE OF WOOD "SLEEPERS" SHALL NOT BE PERMITTED SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC 2014, SECTIONS R4501.17.1.1 THROUGH R4401.17.1.14, AND ACCESS GATES COMPLYING WITH FBC 2014 SECTION R4501.17.1.8. ALL GLASS PANELS LARGER THAN 9 SF, MUST BE SAFETY GLASS CATEGORY II. (TYPICAL THROUGH OUT THE HOUSE) LOAD CARRYING PARTITIONS TO BE 20 GA. @ 16" O.C. PROVIDE 6 ml POLYETHYLENE VAPOR RETARDER W/JOINTS LAPPED NOT LESS THAN 6 INCHES, OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS.
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2SOUTHEAST ELEVATION
SCALE 3/16" = 1'-0"
1SOUTHWEST ELEVATION
SCALE 3/16" = 1'-0" A-500
A. DOOR AND WINDOW
B. RAILING
C. ROOF
D. SWIMMING POOL
E. GLAZING
F. PARTITIONS
G. VAPOR BARRIER
NOTES
REVISED CONCEPTUAL PLAN - 08-23-19
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PROPERTY LINE
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PROPERTY LINE
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SETBACK
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SETBACK
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EL.+14'-6" (+26.00' NGVD)
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T.O. LOWER ROOF
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EL.+0'-0" (+11.75 NGVD)
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GRADE (AVG. SIDEWALK)
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EL.+24'-3" (+35.75' NGVD)
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T.O. SLAB (ROOF)
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EL.+1'-6" (+13.25' NGVD)
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T.O.SLAB (1ST.FL.)
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EL.+12'-6" (+24.00' NGVD)
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T.O.SLAB (SECOND FL)
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EL.+25'-0" (+36.50' NGVD)
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T.O. DECK (ROOF)
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EL.+28'-6" (+40.00' NGVD)
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T.O. GUARDRAIL
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PROPERTY LINE
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PROPERTY LINE
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SETBACK
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SETBACK
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EL.+14'-6" (+26.00' NGVD)
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T.O. LOWER ROOF
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EL.+0'-0" (+11.75 NGVD)
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GRADE (AVG. SIDEWALK)
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EL.+24'-3" (+35.75' NGVD)
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T.O. SLAB (ROOF)
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EL.+1'-6" (+13.25' NGVD)
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T.O.SLAB (1ST.FL.)
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EL.+12'-6" (+24.00' NGVD)
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T.O.SLAB (SECOND FL)
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EL.+25'-0" (+36.50' NGVD)
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T.O. DECK (ROOF)
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EL.+28'-6" (+40.00' NGVD)
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T.O. GUARDRAIL
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SHEET
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DRAWING TITLE:
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COMMISSION NO.:
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NO.
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OF
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ISSUED DATE:
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SOUTHEAST DESIGN ASSOCIATES, INC.
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Consultant:
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Project:
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Owner:
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Seal:
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REVISIONS
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DATE
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CADD FILE NAME:
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SHEET NO.
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DRAWN BY:
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SCALE:
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Lic. No.: AR-0007147
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State Certified Architect Corporation Lic. No.: AA-0002237
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Manuel Perez-Vichot, A.I.A.
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627 Eldron Dr., Suite 101, Miami Springs, FL 33166
AutoCAD SHX Text
TEL : (305) 871 1648
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FAX : (305) 871 1734
AutoCAD SHX Text
www.sedainc.com
AutoCAD SHX Text
A r c h i t e c t u r e P l a n n i n g D e s i g n
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
All drawings In this document are the exclusive property of Southeast Design Associates and are not to be used in any form without the Architect's written consent. User assumes full responsibility when using this document.
AutoCAD SHX Text
(C)Copyright notice:
AutoCAD SHX Text
35 S.W. 27th Road - Lot 16
AutoCAD SHX Text
Miami, Florida. 33129
AutoCAD SHX Text
Domingo Ansereo
AutoCAD SHX Text
1910
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06/17/19
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BC
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OF 50
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A-902
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AS SHOWN
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ELEVATIONS
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9
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ALL EXTERIOR DOORS AND WINDOWS TO BE IMPACT RESISTANT WITH PRODUCT APPROVAL. DOORS/WINDOWS UNDER SEPARATE PERMIT. CONTRACTOR TO SUBMIT SHOP DWGS TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. GLASS: LAMINATED GRAY (CGI). EXTERIOR DOORS: WINDOOR OR APPROVED EQUAL. REFER TO DOOR & WINDOW SCHEDULE FOR DETAILS. STEEL WIRE RAILING WITH STAINLESS STEEL 1.5" TOP BAR AND STEEL POSTS @ 48" O.C. MUST HAVE SATISFACTORILY PASSED IMPACT TEST PER CODE AS SPECIFIED. CONTRACTOR MUST SUBMIT SHOP DRAWINGS, WITH EVIDENCE OF WIRE RAILING SYSTEM HAVING SUCCESSFULLY PASSED THIS TEST, TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. ALL ROOFTOP EQUIPMENT AND SUPPORTS SHALL BE SECURED TO THE STRUCTURE IN COMPLIANCE WITH THE LOADING REQUIREMENTS OF CHAPTER 16 (HIGH-VELOCITY HURRICANE ZONES). THE USE OF WOOD "SLEEPERS" SHALL NOT BE PERMITTED SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC 2014, SECTIONS R4501.17.1.1 THROUGH R4401.17.1.14, AND ACCESS GATES COMPLYING WITH FBC 2014 SECTION R4501.17.1.8. ALL GLASS PANELS LARGER THAN 9 SF, MUST BE SAFETY GLASS CATEGORY II. (TYPICAL THROUGH OUT THE HOUSE) LOAD CARRYING PARTITIONS TO BE 20 GA. @ 16" O.C. PROVIDE 6 ml POLYETHYLENE VAPOR RETARDER W/JOINTS LAPPED NOT LESS THAN 6 INCHES, OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS.
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2NORTHWEST ELEVATION
SCALE 3/16" = 1'-0"
1NORTHEAST ELEVATION
SCALE 3/16" = 1'-0"A-501
A. DOOR AND WINDOW
B. RAILING
C. ROOF
D. SWIMMING POOL
E. GLAZING
F. PARTITIONS
G. VAPOR BARRIER
NOTES
REVISED CONCEPTUAL PLAN - 08-23-19
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PROPERTY LINE
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PROPERTY LINE
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SETBACK
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SETBACK
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EL.+14'-6" (+26.00' NGVD)
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T.O. LOWER ROOF
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EL.+0'-0" (+11.75 NGVD)
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GRADE (AVG. SIDEWALK)
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EL.+24'-3" (+35.75' NGVD)
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T.O. SLAB (ROOF)
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EL.+1'-6" (+13.25' NGVD)
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T.O.SLAB (1ST.FL.)
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EL.+12'-6" (+24.00' NGVD)
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T.O.SLAB (SECOND FL)
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EL.+25'-0" (+36.50' NGVD)
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T.O. DECK (ROOF)
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EL.+28'-6" (+40.00' NGVD)
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T.O. GUARDRAIL
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PROPERTY LINE
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PROPERTY LINE
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SETBACK
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SETBACK
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EL.+14'-6" (+26.00' NGVD)
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T.O. LOWER ROOF
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EL.+0'-0" (+11.75 NGVD)
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GRADE (AVG. SIDEWALK)
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EL.+24'-3" (+35.75' NGVD)
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T.O. SLAB (ROOF)
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EL.+1'-6" (+13.25' NGVD)
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T.O.SLAB (1ST.FL.)
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EL.+12'-6" (+24.00' NGVD)
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T.O.SLAB (SECOND FL)
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EL.+25'-0" (+36.50' NGVD)
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T.O. DECK (ROOF)
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EL.+28'-6" (+40.00' NGVD)
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T.O. GUARDRAIL
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SHEET
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DRAWING TITLE:
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COMMISSION NO.:
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NO.
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OF
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ISSUED DATE:
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SOUTHEAST DESIGN ASSOCIATES, INC.
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Consultant:
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Project:
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Owner:
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Seal:
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REVISIONS
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DATE
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CADD FILE NAME:
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SHEET NO.
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DRAWN BY:
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SCALE:
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Lic. No.: AR-0007147
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State Certified Architect Corporation Lic. No.: AA-0002237
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Manuel Perez-Vichot, A.I.A.
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627 Eldron Dr., Suite 101, Miami Springs, FL 33166
AutoCAD SHX Text
TEL : (305) 871 1648
AutoCAD SHX Text
FAX : (305) 871 1734
AutoCAD SHX Text
www.sedainc.com
AutoCAD SHX Text
A r c h i t e c t u r e P l a n n i n g D e s i g n
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
All drawings In this document are the exclusive property of Southeast Design Associates and are not to be used in any form without the Architect's written consent. User assumes full responsibility when using this document.
AutoCAD SHX Text
(C)Copyright notice:
AutoCAD SHX Text
35 S.W. 27th Road - Lot 16
AutoCAD SHX Text
Miami, Florida. 33129
AutoCAD SHX Text
Domingo Ansereo
AutoCAD SHX Text
1910
AutoCAD SHX Text
06/17/19
AutoCAD SHX Text
BC
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OF 50
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A-902
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AS SHOWN
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ELEVATIONS
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AutoCAD SHX Text
ALL EXTERIOR DOORS AND WINDOWS TO BE IMPACT RESISTANT WITH PRODUCT APPROVAL. DOORS/WINDOWS UNDER SEPARATE PERMIT. CONTRACTOR TO SUBMIT SHOP DWGS TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. GLASS: LAMINATED GRAY (CGI). EXTERIOR DOORS: WINDOOR OR APPROVED EQUAL. REFER TO DOOR & WINDOW SCHEDULE FOR DETAILS. STEEL WIRE RAILING WITH STAINLESS STEEL 1.5" TOP BAR AND STEEL POSTS @ 48" O.C. MUST HAVE SATISFACTORILY PASSED IMPACT TEST PER CODE AS SPECIFIED. CONTRACTOR MUST SUBMIT SHOP DRAWINGS, WITH EVIDENCE OF WIRE RAILING SYSTEM HAVING SUCCESSFULLY PASSED THIS TEST, TO A/E AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. ALL ROOFTOP EQUIPMENT AND SUPPORTS SHALL BE SECURED TO THE STRUCTURE IN COMPLIANCE WITH THE LOADING REQUIREMENTS OF CHAPTER 16 (HIGH-VELOCITY HURRICANE ZONES). THE USE OF WOOD "SLEEPERS" SHALL NOT BE PERMITTED SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC 2014, SECTIONS R4501.17.1.1 THROUGH R4401.17.1.14, AND ACCESS GATES COMPLYING WITH FBC 2014 SECTION R4501.17.1.8. ALL GLASS PANELS LARGER THAN 9 SF, MUST BE SAFETY GLASS CATEGORY II. (TYPICAL THROUGH OUT THE HOUSE) LOAD CARRYING PARTITIONS TO BE 20 GA. @ 16" O.C. PROVIDE 6 ml POLYETHYLENE VAPOR RETARDER W/JOINTS LAPPED NOT LESS THAN 6 INCHES, OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS.
