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September 25, 2018
CS COVER SHEET
LANDSCAPING
(SEE STRUCTURAL FOR SHEET LISTING)
ARCHITECTURAL
AS1.00 SITE PLAN
AS1.01 SITE SECTION
ABBREVIATIONS
A0.05
A1.15 REAR LOGGIA /MASTER BALCONY PLANS -ROOF PLAN
A2.15 REAR LOGGIA /MASTER BALCONY PLANS -EXTERIOR ELEVATIONS
A4.15 REAR LOGGIA /MASTER BALCONY PLANS -WALL SECTION'A2'
STRUCTURAL
(SEE STRUCTURAL FOR SHEET LISTING)
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OFFICE COPY
Approved By Permit Desk
Building Department
City of Atlantic Beach= EL
°�.°•
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• `R 00142 `
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HUGHES RESIDENCE CUT AND FILL CALCULATIONS SUMMARY
THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS.
ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT.
SOILS CALCULATIONS:
TOTAL NEW POOL EXCAVATION: (+)146 CUBIC YARDS
EAST AREA FILL: (-) 37 CUBIC YARDS
EXISTING POOL: (-) 75 CUBIC YARDS
TOTAL: (+)34 CUBIC YARDS OF SOIL TO BE DISTRUBUTED EQUALLY
THROUGHOUT HARDSCAPE.
DEP NOTES DEP NOTES (CONTINUED)
THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL
STANDARDS ESTABLISHED IN SECTION 62B.-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 6213-34, FLORIDA
ADMINSITRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE
TURTLE PROTECTION.
THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN
ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND THE SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS
WIND LOADS ASSOCIATED WITH A MINIMUMBASIC WIND SPEED OF 120
MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER
ACCORDANCE WITH THE SECTION 6 OF THE: MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS)
ABOVE.
NOTES
1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2. NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN).
3. NO NEW WATERSHED SHALL BE CREATED DIRECTING
WATER TO ADJACENT PROPERTIES.
4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER.
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES.
6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR
ADDITIONAL INFORMATION.
29
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DO NOT MEASURE DRAWINGS
NOTIFY ARCHITECT OF' ANY AND ALL DISCREPANCIES
PRIOR TO CONSTRUCTION. SEE GENERAL NOTES
GENERAL NOTES
1. STRICT ADHERENCE TO 62.B-33.05(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING "
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. POOL LIGHT FIXTURE SHALL BE A "TRUE AMBER" LED
POOL LIGHT DIRECTED DOWNWARD. POOL LIGHT MUST
MEET THE REQUIREMENTS SPECIFIED BY THE FLORIDA
FISH AND WILDLIFE CONSERVATION COMMISSION.
4. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE
RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A
COASTAL STORM EVENT AS REQUIRED BY F.A.C.
62B-33.007(5)(M)(N).
5. BLACK BAFFLES ON ALL FIXTURES.
6. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK.
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LOT 3, BLOCK 15, ATLANTIC BEACH SUBDIVISION "A"
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RESIDE E
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ELEVATION 16.8L
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1 SITE PLAN a /
AS1-00 Scalew 1/8" = 1'-0"
B 169
These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection
Act of 1990. The copyright protections apply to the overall form of the structures, the arranaernent and
composition of spaces, the materials and selections, and al! other ei:ements of the design. Unauthorized use of DEP SUBMITTAL m 09/25/18
these mcterVs can result in substantial criminal and cavi liability.
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16.7 c9
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420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
WALK
OOD
PH: (904) 242-0908
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WEBSITE: www.lp-a.com
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DEP SUBMITTAL
09/25/18
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10.8
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LB 3295 r
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These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection
Act of 1990. The copyright protections apply to the overall form of the structures, the arranaernent and
composition of spaces, the materials and selections, and al! other ei:ements of the design. Unauthorized use of DEP SUBMITTAL m 09/25/18
these mcterVs can result in substantial criminal and cavi liability.
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CONSULTANTS:
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LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
U.S.A.
PH: (904) 242-0908
WEBSITE: www.lp-a.com
REVISION: DATE
DEP SUBMITTAL
09/25/18
ARCHITECT'S SEAL
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SCALE:
AS SHOWN
CADD USER ID:
SMz
LEGAL DESCRIPTION:
PROJECT PHASE:
DEP SUBMITTAL
PROJECT NUMBER
18-11
RENOVATION
ATLANTIC BEACH, FLORIDA
HUDSON
RESIDENCE
SITE PLAN
AS1.00
HUGHES RESIDENCE CUT AND FILL CALCULATIONS SUMMARY
THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS.
ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT.
SOILS CALCULATIONS:
TOTAL NEW POOL EXCAVATION: (+)146 CUBIC YARDS
EAST AREA FILL (-) 37 CUBIC YARDS
EXISTING POOL: (-} 75 CUBIC YARDS
TOTAL: (+)34 CUBIC YARDS OF SOIL TO BE DISTRUBUTED EQUALLY
THROUGHOUT HARDSCAPE.
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DEP NOTES DEP NOTES (CONTINUED)
THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL
STANDARDS ESTABLISHED IN SECTION 6213-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 62B-34, FLORIDA
ADMINSITRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE
TURTLE PROTECTION.
THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN
ACCORDANCE WITH SECTION 6, ANSI/ASCE '7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND THE SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120
MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER
ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE
FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS)
ABOVE.
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156.14' TO BALCONY ROOF
1 5.72' TO BALCONY DECK
1147.541 GENERAL PERMIT LINE
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These materials are copyrighted and protected under Section 102 of Architectural Works Copyright Protection
Act of '1990_ The copyright protections apply to the overall form of :he structures, the arrangement and
composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of
these materials can result in substantial criminal and civil liability.
I
BULKHEAD
NOTES
1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER
THE DIRECTION OF THE EXISTING / NATURAL
WATERSHED OF THE PROJECT PROPERTY.
2. NO ADDITIONAL WATERSHED SHALL BE CREATED
DIRECTING WATER TOWARD THE EAST (OCEAN).
3. NO NEW WATERSHED SHALL BE CREATED DIRECTING'.
WATER TO ADJACENT PROPERTIES.
4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED
BY AN APPROVED CONSTRUCTION / BARRIER.
5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE
SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES.
6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR
ADDITIONAL INFORMATION.
DO NOT MEASURE DRAWINGS
NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES
PRIOR TO CONSTRUCTION. SEE GENERAL NOTES
GENERAL NOTES
1. STRICT ADHERENCE TO 62,B-33.05(12) F.A.C. WILL BE
REQUIRED AS IT RELATES TO INSTALLATION & TESTING
OF ALL EASTERLY -FACING LIGHTS.
2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF
30 -WATT AMBER L.E.D.
3. POOL LIGHT FIXTURE SHALL BE A "TRUE AMBER" LED
POOL LIGHT DIRECTED DOWNWARD. POOL LIGHT MUST
MEET THE REQUIREMENTS SPECIFIED BY THE FLORIDA
FISH AND WILDLIFE CONSERVATION COMMISSION.
4. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE
RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A
COASTAL STORM EVENT AS REQUIRED BY F.A.C.
62B-33.007(5)(M)(N).
5. BLACK BAFFLES ON ALL FIXTURES.
6. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION
OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS.
CONTRACTOR TO CALL ENGINEER FOR REVIEW OF
SURVEYED DATUMS PRIOR TO COMMENCEMENT OF
FOUNDATION WORK.
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ILTANTS:
STRUCTURAL:
LOU PONTIGO & ASSOCIATES, INC.
420 OSCEOLA AVENUE
JACKSONVILLE BEACH, FL 32250
U.S.A.
PH: (904) 242-0908
WEBSITE: www.lp-a.com
REVISION: DATE
DEP SUBMITTAL 09/25/18
ARCHITECT'S SEAL
CARD DWG_ FILE NO.
SCALE:
AS SHOWN
CADD USER ID:
SMZ
PROJECT PHASE:
I::_- DEP SUBMITTAL
PROJECT NUMBER
18-11
RENOVATION
ATLANTIC BEACH, FLORIDA
HUDSON
RESIDENCE
SITE SECTION
AS1.01