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LOCATION MAP.
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1858 SELVA GRANDE DRIVE
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SCALE: 1 "=40'-0"
ATLANTIC BEACH, FLA. 32233
LOT 2 LOT 3
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PROPOSED SITE PLAN
PARCEL MAP SCALE: 1"=30'-O"
GENERAL .NOTES:
1. THE CONSTRUCTION WORK. SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF *HE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS.
2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. I
4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500PSF.
IF SITE
2 CONDITIONS D.ALL CONCRETE S CONTRARALL BE READY MIX NOTIFY ARCHITECT
T IN WEITING BEFORE
SPEO FEEDIICATIONS.NNG WITH WOR
5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY
6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60.
7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES.
8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE.
9. ALL LUMBER 1N CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION.
11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNG ZED.
RS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL B RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL
12. THIS IS A BUILDS
BE THE BUILDER'S RESPONSIBILITY. TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND .LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES 07 CONSTRUCTION REQUIRED TO COMPLETE THIS .PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH
THE OWNER/BUILDER.
13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT.
Q COPYRIGHT 2017 GERARD VERMES ARCHITECT, FL. 4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLAN � AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN
ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO NY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
• MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ±13 ;-10
NUMBER OF STORIES 1
TYPE OF CONSTRUCTION
• TYPE: V— B
• PROTECTION: UN PROTECTED
UNSPRINKLED
WIND ZONE INFORMATION
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS
REGION
BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSED)
BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 1 30m h
WIND IMPORTANCE FACTOR .0
BUILDING CATEGORY p
WIND EXPOSURE CATEGORY B
IQ
INTERNAL PRESSURE COEFFICIENT 8
1
I
I
i
DRAWING INDEX -
G -1 COVER
CODE ANALYSIS:
S3
•
2014 FLORIDA BUILDING CODE — BUILDING (5th Edition)
W
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•
2014 FLORIDA BUILDING CODE — RESIDENTIAL (5th Edition)
A-3 FLOOR PLAN
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•
2014 FLORIDA EXISTING BUILDING CODE (5th EDITION)
A-5 ROOF PLAN
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/'00LEOUiP,yENT - ❑ CONCRETE
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Z
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THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A
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LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS
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OF CHAPTER 7 & 8, 2014 EXISTING BUILDING CODE (5th
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••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE
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RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION
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OF ANY DOOR OR WINDOW, THE RECONFIGURATION
OR
C�00
EXTENSION OF ANY SYSTEM, OR THE INSTALLATION
OF ANY
00
T_
ADDITIONAL EQUIPMENT
•
2011 NATIONAL ELECTRICAL CODE
SQUARE FOOTAGE INFORMATION
•
CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14
S. F.
ADDITION (NOT IN SCOPE) 285
S. F.
UNFINISHED GARAGE (NOT IN SCOPE) 452
S. F.
170
S. F.
GAZEBO (NOT IN SCOPE)
190
S. F.
•
WOOD DECK
3818
S. F.
•
BRICK PAVERS
983
S. F.
PROPOSED DECK
7012
S. F. 31%
•
TOTAL COVERAGE
21,925
S.F.
•
LOT AREA
STRUCTURE HEIGHT AND # OF
STORIES
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X0.5' 10'x10' JEA EQUIPMENT CO
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S89'48'43 "W MEASURED 155.16 TR4NSFORMER PAD
S89°35'07"W PLAT 55.16'
L 0 T .9 gI ems, �� O
P.C.C. � w
t l
w
1
PROPOSED SITE PLAN
PARCEL MAP SCALE: 1"=30'-O"
GENERAL .NOTES:
1. THE CONSTRUCTION WORK. SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF *HE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS.
2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. I
4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500PSF.
IF SITE
2 CONDITIONS D.ALL CONCRETE S CONTRARALL BE READY MIX NOTIFY ARCHITECT
T IN WEITING BEFORE
SPEO FEEDIICATIONS.NNG WITH WOR
5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY
6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60.
7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES.
8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE.
9. ALL LUMBER 1N CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION.
11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNG ZED.
RS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL B RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL
12. THIS IS A BUILDS
BE THE BUILDER'S RESPONSIBILITY. TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND .LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES 07 CONSTRUCTION REQUIRED TO COMPLETE THIS .PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH
THE OWNER/BUILDER.
13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT.
Q COPYRIGHT 2017 GERARD VERMES ARCHITECT, FL. 4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLAN � AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN
ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO NY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
• MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ±13 ;-10
NUMBER OF STORIES 1
TYPE OF CONSTRUCTION
• TYPE: V— B
• PROTECTION: UN PROTECTED
UNSPRINKLED
WIND ZONE INFORMATION
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS
REGION
BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSED)
BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 1 30m h
WIND IMPORTANCE FACTOR .0
BUILDING CATEGORY p
WIND EXPOSURE CATEGORY B
IQ
INTERNAL PRESSURE COEFFICIENT 8
1
I
I
i
DRAWING INDEX -
G -1 COVER
2
S3
A-1 FOOTING PLAN
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A -2A DECK FRAMING PLAN
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A-3 FLOOR PLAN
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A-4 ROOF FRAMING PLAN
A-5 ROOF PLAN
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S89'48'43 "W MEASURED 155.16 TR4NSFORMER PAD
S89°35'07"W PLAT 55.16'
L 0 T .9 gI ems, �� O
P.C.C. � w
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w
1
PROPOSED SITE PLAN
PARCEL MAP SCALE: 1"=30'-O"
GENERAL .NOTES:
1. THE CONSTRUCTION WORK. SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF *HE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS.
2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. I
4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500PSF.
IF SITE
2 CONDITIONS D.ALL CONCRETE S CONTRARALL BE READY MIX NOTIFY ARCHITECT
T IN WEITING BEFORE
SPEO FEEDIICATIONS.NNG WITH WOR
5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY
6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60.
7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES.
8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE.
9. ALL LUMBER 1N CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION.
11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNG ZED.
RS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL B RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL
12. THIS IS A BUILDS
BE THE BUILDER'S RESPONSIBILITY. TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND .LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES 07 CONSTRUCTION REQUIRED TO COMPLETE THIS .PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH
THE OWNER/BUILDER.
13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT.
Q COPYRIGHT 2017 GERARD VERMES ARCHITECT, FL. 4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLAN � AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN
ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO NY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
• MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ±13 ;-10
NUMBER OF STORIES 1
TYPE OF CONSTRUCTION
• TYPE: V— B
• PROTECTION: UN PROTECTED
UNSPRINKLED
WIND ZONE INFORMATION
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS
REGION
BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSED)
BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 1 30m h
WIND IMPORTANCE FACTOR .0
BUILDING CATEGORY p
WIND EXPOSURE CATEGORY B
IQ
INTERNAL PRESSURE COEFFICIENT 8
1
I
I
i
DRAWING INDEX -
SCALE
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A-1 FOOTING PLAN
A-2 DECK FRAMING PLAN
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A -2A DECK FRAMING PLAN
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A-3 FLOOR PLAN
A-4 ROOF FRAMING PLAN
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COUNTY MAP-
PARCEL
AP
LOCATION MAP
PARCEL MAP
A EXTERIOR PECK REMODEL FOR:
THE
1858 SELVA GRANDE DRIVE
SEE
LOCATION
MAP
SEE SKETCH
of EXISTING
CONDITIONS
LOT 4
SS" ! Quo
L 0 T 9
(�VFTrN nF FXITINC) CONDITIONS
SCALE:1 "= 40'-0"
�I D E
ATLANTIC BEACH, FLA. 32233
LOT 2 LOT 3 LOT 4
N89°35'07"E
3 0.0 0 'PLAT
N89°36' 19 "E
2 9. 6 8 'mmu ED
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ro POOL EQUIPMENT - ❑ CONCRETE
\ x. x ASC PAD
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\ 6, W000 FENCE
N
20
X0.5' 10'x10' JEA EQUIPMENT-
. Q s EASEMENT W/ CONCRETE
S 8 9° 4 8 4 3 "W MEASURED 15 5, 1 6 TRANSFORMER PAD
S89°35'07"W PLAT 155.16'
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PROPOSED SITE PLAN -
SCALE: 1 "=30'-0"
GENERAL NOTES:
CT ALONG WITH ALL REQUIREMENTS 0 THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS.
1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJE
2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES.
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK.
4. PLANS ASSUME A SOIL BEARING CAPACITY OF BEARING OLPSF. IF AP CITY SITE IN 80 DAYS. HALL CIST TO THE ONCRETE SHALLBEREADY—MIX MIX FY RN HITECT IN ACCORDANCRITNNITH BEFORE ONS. NG WITH WORK.
5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEA
6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60.
7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES.
8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE.
9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION.
.8 UN��LAZED.
11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN
12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIOTHIS PROJECT. IT SHALL
NAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR
BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH
THE OWNER/BUILDER.
13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITEI.
COMMUNITY DEVELOPMENT
APPROVED
2017 GERARD VERMEY, ARCHITECT,
FL. #4630 DESIGNER,
EXPRESSLY RESERVES HIS
COPYRIGHT AND OTHER PROPERTY
RIGHT IN
THESE PLANS. THESE
PLANS AND DRAWINGS ARE NOT
PARTY WITHOUT FIRST
TO BE REPRODUCED, CIiANG ED OR COPIED IN
OBTAINING SAID WRITTEN CO',ISENT.
Q COPYRIGHT
ANY FORM OR
MANNER WHAT SO EVER WITHOUT
FIRST OBTAINING THE
EXPRESS WRITTEN CONSENT
OF GERARD VERMEY, ARCHITECT,
NOR ARE
THEY TO BE ASSIGNED
TO ANY
EDITION)
COMMUNITY DEVELOPMENT
APPROVED
UNSPRINKLED
WIND ZONE INFORMATION
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS
REGION
BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd)
BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130m h
WIND IMPORTANCE FACTOR 1.0
BUILDING CATEGORY II
WIND EXPOSURE CATEGORY B
INTERNAL PRESSURE COEFFICIENT .18
DRAWING INDEX
G-1
CODE ANALYSIS:
•
2014 FLORIDA BUILDING CODE — BUILDING (5th Edition)
•
2014 FLORIDA BUILDING CODE — RESIDENTIAL (5th Edition)
•
2014 FLORIDA EXISTING BUILDING CODE (5th EDITION)
A— 2A
00 WORK AREA COMPLIANCE METHOD (CHAPTERS 5-131
A-3
THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A
A-4
LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS
A-5
OF CHAPTER 7 & 8, 2014 EXISTING BUILDING CODE (5th
A-6
EDITION)
••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE
RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION
OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR
EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY
ADDITIONAL EQUIPMENT
•
2011 NATIONAL ELECTRICAL CODE
SQUARE FOOTAGE INFORMATION
•
CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S. F.
•
ADDITION (NOT IN SCOPE) 285 S. F.
•
UNFINISHED GARAGE (NOT IN SCOPE) 452 S. F.
170 S. F.
•
GAZEBO (NOT IN SCOPE)
190 S. F.
•
WOOD DECK
3818 S. F.
•
BRICK PAVERS
983 S. F.
•
PROPOSED DECK
7012 S.F. 31%
•
TOTAL COVERAGE
21,925 S. F.
•
LOT AREA
STRUCTURE HEIGHT AND # OF STORIES
13' - 10"
•
MAXIMUM HEIGHT OF THE STRUCTURE IN FT.
•
NUMBER OF STORIES 1
TYPE OF CONSTRUCTION
•
TYPE: U— B
•
PROTECTION: UN PROTECTED
UNSPRINKLED
WIND ZONE INFORMATION
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS
REGION
BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd)
BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130m h
WIND IMPORTANCE FACTOR 1.0
BUILDING CATEGORY II
WIND EXPOSURE CATEGORY B
INTERNAL PRESSURE COEFFICIENT .18
DRAWING INDEX
G-1
COVER
D-1
DEMOLITION PLAN
A-1
FOOTING PLAN
A-2
DECK FRAMING PLAN
A— 2A
DECK FRAMING PLAN
A-3
FLOOR PLAN
A-4
ROOF FRAMING PLAN
A-5
ROOF PLAN
A-6
ELEVATIONS
TITLE
SCALE
N.T.S.
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