1122 LINKSIDE CT E - REVISION 10-29-18CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
R 4
Dat 2 p 1 � Revision to Issued Penn i Corrections to Comments Permit # h
Project Address _ _ 1_1_ 2 -7 -
Contractor
Z
Contractor / Contact Name Pe—" ,t `
Email
Phone G oma z�
Description of Proposed Revision / Corrections:
Additional Increase in Building Value $
Permit Fee Vue $__�
Additional S.F.
By signing below, I C"CL &'-, ""'!�/`
affirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent (Contractor must sign if increase in valuation)
(Office Use Only)
Date
Approved Denied Not Applicable to Department _
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
k 0 ir, A - tk 0�ky- f ��
Reviewed By
l /'�q-/ -9
Date
Gj=- , RAL STRUCTURAL. NOTES•
Grades:
Florida Building Code 2017, American Concrete. Institute,
American Institute of ,Timber Construction.
Live Load&:
Roof: .20 psf
Floor: 40 psf
Stair: 40 psf
Wind. Load, Nates:
Codes: Florida Building Code 201.7 and ASCE-7-1.0
Ultimate Design Wind Speed 130 mph
Wind. Importance Factor. I =1.0 Building Category: ll
Wind Exposure: C
Enclosure: Enclosed Building
Internal Pressure Coefficient GCpi = +.18 or -.18
Wind Pressure to Components/. Claddings Mean Roof Height 25')
End Zone =.8
Zone Effective wind area(sf) Wind loads(
NOTE:
AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6
,4110wable Soil 5saring 2500 psf
6011 Compaction:
Soil under slab on grade and foundation shall be compacted to 95% modified
proctor max. dry density (ASTM D-1557). Contractor shall submit density test
report to Owner or Engineer.
Materials:
Concrete (normal weight -.28 days) 3000 psi
Reinforcing bar ASTM A615
Welded Wire Fabric ASTM Al 85
Anchor Bolts ASTM A36
Welds AWS E70 or E60
Wood Members for beams &, Posts (#2 SYP)
Wood Members for studs (#2 SYP or better)
Microllam 1..9E
Concrete:
All concrete to be designed as. per ACI 318 Latest Edition.
Footings 30.00 psi.
Slab on Grade 3000 psi
All others 3000 psi
Splices in reinforcing where permitted:
Concrete 50 bar diameter
Masonry 48 bar diameter
Unless shown on drawings, minimum„cone. cover for.reinforcing:
Cast against earth 31
Slab on grade Centered
Exposed to earth or weather
2,,.
#6 thru #11 bars
#5 bars & smaller 1 l/2
All reinforcingshall be held securely in position with standard
accessories in accordance with -ACI 315 during placement of.concrete.
Timber:
All wood framing shall be fabricated and installed as per AITC &
TPI.& National Design Specification for Wood Construction.
Provide temporary top chord bracing until roof sheath.ing is in place.
All wood members exposed to weather shall be pressure treated.
Pre-engineered wood trusses shall comply with Truss Plat Institute
Standard with proper dead, live and wind loads. Drawings shall be
signed and sealed by professional engineer registered in the
State of Florida.
Provide hurricane clips at. both ends of each rafter and truss.
The number and size of nails connecting to wood members shall not be
less than those specified in FBC 2010 Table 2304.9.1 Fastening
Schedule.
GENERAL NOTES:
1. THE GON5TRUGTION WORK SHALL. COMPLY NITH ALL
FEDERAL, STATE AND LOCAL RE&IiLATiONS AS THEY
APPLY TO 11415 PROJECT ALONG WITH ALL THE
peaulREMENTS OF THE STANDARD BUItLDIN&OODE,
SOUTHERN BUILDING CODE GONc5RE55 INTERNATIONAL ,
LATEST EDITIONS.
2. PROVIDE e.F.l. CIRCUITS AT AL..L.. OUTSIDE AND
HAnIROOM RECEPTACLES.
3. DO NOT 50ALE THE DRAWINGS. DIMENSIONS 9 AL.L.
& VERN IN ALL INSTANCES. REPORT ANY
DISOpZpANGIM TO THE ARGFIITECT IN WRITING SERAZE
PROC:1a5VING KTH THE WDRK,
4. PLANS ASSUME A SOIL HEARING CAPACITY OF
2_5O0P5.F. IF 517E CONDITIONS EXIST TO TIE
CONTRARY, NOTIFY ARGIAITEGT IN :YVRITIN& BEFORE
PROC MPING WITH THE WORK.
5. ALL CONCRETE SHALL ACHIEVE 2s • P5:I. BEAIRINO
CAPACITY IN 25 DAYS. ALL CONCRETE SHALL BE
READY -MIXED IN AGGORDANGE WITH A.S.T.
5F'EGIFICATION5.
6. ALL REINFOIRGINCti STEELc+L&I-- BE NEW BILLET,
DEFORMED STEEL A.5.T.M. -615 &RAVE 60.
7. LIOW BROOM mmsH ALL sIDEWALK5, 'STAIRS AND
TRAMPS, SCORE GOWREM IN PATTERN INDICATED. 13ULL
N105E ALL EXPOSED GONGRErE ED6155. SEE
ARCHITECTURAL FLOOR PLAN FOR PATTERNS AND
CON5TRUCTION JOINTS.
& PROVIDE Y.r" ASPHALT IMPRE&NIATED EXPANSION.
JOINT WFEREVER CONCRETE SLAB HUCTS AND
v=R.TICAL. STR)CTURE.
cl. ALL LUMBER 1N CONTACT WITH MASONRY OR
CONCRETE SHAI-L. 13E PRESSURE TREATED.
IO. %eZoNTRAGTOR5 SHALL BE RESPONSIBLE FOR
PROTECTING ADJACENT STRUC..TURES, E0UIft1aIT,
STRi=ETS, 51DEKALKS, LANp5GAPINIG AND EXISTING
CONSTRUCTION.
11. OERAMIG TiL..E- INTERIOR CO'EFFIGIENT OF FRICTION
MINIMiM (MIW .6, EXTERIOR USES AND iNTERIOR USES
AND INTERIOR - WET, GOEFFIGIENT OF FRICTION MIN
.5 UNEiLAZED.
12. THiS, 15 A BUILDER5 SET OF CONSTRUCTION
1DRAWIN65. IT IS NOT Ti -E 174TENT OF THESE DRAWIN66
TO SNOW EVERY DETAIL OF CON5TR1GTION. THE
BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING
ADDITIONAL AND/OR 511PPL.BMENTAL INFORMATION
RE-GUiRED FOR THIS PROJECT. IT SHALL BE THE
BUILDERS RESPON5I1310Y TO CHECK, VERIFY AND
COORDINATE DIME14SION5, BEARING POINTS AMD
LOADS, CON5TRUCTION DETAILS, NOTES AND ALL
PHASES OF CONSTRUCTION REOVIRED TO GOMPLErE
TH15 PROJECT. ALL FINISH AND dila IPMENT
SEL EC NON5 5HALL BE VERIFIED WITH THE OWNER/
BUILDER.
15. PRIOR TO Cf�IOIT OF 511'E WORK THE
CONTRACTOR. SHALL. BE RESPONSIBLE TO LOCATE
ALL UTILITIES AND IRR16ATION LINES AND REPORT
ANY CONFLICT KTH THIS SET OF PLANS iN Yv7RITiN6
TO THE ARCHITECT.
5cjuare Footage information:
Living- Heated M/,,A 5F
6orage/Unheated 5F
Front Poroh 5F
Bac,k Patio (Uncovered) if 5F
Total Under roof 5F
Structure Heft $. Number of Stories:
Mean roof Height -ap
Number of 5torie5 0
Type of Construction:
Type \/5-2
Unprotected
Unsprinkled
Occupancy C1aS5--
Residential Group R3 L3 a
Project 5C0pei
Nevi blood- Frame Residence
Froject ,area Information:
Site ,area �1��°' SF
Gonc. Pr^ive Porches 5F
Total House' 5F
Total Pro osed Lot Govera e 5F
Proposed Lot Coverage
%]
,Applicable Codes:
2017 Florida Sullding Gode- Building ((oth Edition)
201-1 Florldo wilding Code- Residential (6th Edition)
2014 National Elertricai Code,
Wind Zone information:
See: )mind Zone (This Sheet)
AT
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ire T�MA4
112*4 t„tWKWPe ATLA-
�
REVISION
BP# les I g- 031
DATES
SIGNED
H -AIRITN
W '�- MW 40, 01r« sae -11100
wOwp FLOSW^
UApo sou�� Ti -imp �i'i'r�I:,rl #' ( 4)
WN OROAPPOOT
242.4-3
JAC%S0t4VI6.L g $RACII, PL. 32,2 Lq 3'721
2`1
Positive
Suction
Interior 10
+41.0
-44.5
20
+39.1
-42.6
50
+36.7
-40.2
100
+34.9
-38.3
End Zone 10
+41.0
-54.9
20
+39.1
-51.3
50
+36.7
-46.3
100
+34.9
-42.6
NOTE:
AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6
,4110wable Soil 5saring 2500 psf
6011 Compaction:
Soil under slab on grade and foundation shall be compacted to 95% modified
proctor max. dry density (ASTM D-1557). Contractor shall submit density test
report to Owner or Engineer.
Materials:
Concrete (normal weight -.28 days) 3000 psi
Reinforcing bar ASTM A615
Welded Wire Fabric ASTM Al 85
Anchor Bolts ASTM A36
Welds AWS E70 or E60
Wood Members for beams &, Posts (#2 SYP)
Wood Members for studs (#2 SYP or better)
Microllam 1..9E
Concrete:
All concrete to be designed as. per ACI 318 Latest Edition.
Footings 30.00 psi.
Slab on Grade 3000 psi
All others 3000 psi
Splices in reinforcing where permitted:
Concrete 50 bar diameter
Masonry 48 bar diameter
Unless shown on drawings, minimum„cone. cover for.reinforcing:
Cast against earth 31
Slab on grade Centered
Exposed to earth or weather
2,,.
#6 thru #11 bars
#5 bars & smaller 1 l/2
All reinforcingshall be held securely in position with standard
accessories in accordance with -ACI 315 during placement of.concrete.
Timber:
All wood framing shall be fabricated and installed as per AITC &
TPI.& National Design Specification for Wood Construction.
Provide temporary top chord bracing until roof sheath.ing is in place.
All wood members exposed to weather shall be pressure treated.
Pre-engineered wood trusses shall comply with Truss Plat Institute
Standard with proper dead, live and wind loads. Drawings shall be
signed and sealed by professional engineer registered in the
State of Florida.
Provide hurricane clips at. both ends of each rafter and truss.
The number and size of nails connecting to wood members shall not be
less than those specified in FBC 2010 Table 2304.9.1 Fastening
Schedule.
GENERAL NOTES:
1. THE GON5TRUGTION WORK SHALL. COMPLY NITH ALL
FEDERAL, STATE AND LOCAL RE&IiLATiONS AS THEY
APPLY TO 11415 PROJECT ALONG WITH ALL THE
peaulREMENTS OF THE STANDARD BUItLDIN&OODE,
SOUTHERN BUILDING CODE GONc5RE55 INTERNATIONAL ,
LATEST EDITIONS.
2. PROVIDE e.F.l. CIRCUITS AT AL..L.. OUTSIDE AND
HAnIROOM RECEPTACLES.
3. DO NOT 50ALE THE DRAWINGS. DIMENSIONS 9 AL.L.
& VERN IN ALL INSTANCES. REPORT ANY
DISOpZpANGIM TO THE ARGFIITECT IN WRITING SERAZE
PROC:1a5VING KTH THE WDRK,
4. PLANS ASSUME A SOIL HEARING CAPACITY OF
2_5O0P5.F. IF 517E CONDITIONS EXIST TO TIE
CONTRARY, NOTIFY ARGIAITEGT IN :YVRITIN& BEFORE
PROC MPING WITH THE WORK.
5. ALL CONCRETE SHALL ACHIEVE 2s • P5:I. BEAIRINO
CAPACITY IN 25 DAYS. ALL CONCRETE SHALL BE
READY -MIXED IN AGGORDANGE WITH A.S.T.
5F'EGIFICATION5.
6. ALL REINFOIRGINCti STEELc+L&I-- BE NEW BILLET,
DEFORMED STEEL A.5.T.M. -615 &RAVE 60.
7. LIOW BROOM mmsH ALL sIDEWALK5, 'STAIRS AND
TRAMPS, SCORE GOWREM IN PATTERN INDICATED. 13ULL
N105E ALL EXPOSED GONGRErE ED6155. SEE
ARCHITECTURAL FLOOR PLAN FOR PATTERNS AND
CON5TRUCTION JOINTS.
& PROVIDE Y.r" ASPHALT IMPRE&NIATED EXPANSION.
JOINT WFEREVER CONCRETE SLAB HUCTS AND
v=R.TICAL. STR)CTURE.
cl. ALL LUMBER 1N CONTACT WITH MASONRY OR
CONCRETE SHAI-L. 13E PRESSURE TREATED.
IO. %eZoNTRAGTOR5 SHALL BE RESPONSIBLE FOR
PROTECTING ADJACENT STRUC..TURES, E0UIft1aIT,
STRi=ETS, 51DEKALKS, LANp5GAPINIG AND EXISTING
CONSTRUCTION.
11. OERAMIG TiL..E- INTERIOR CO'EFFIGIENT OF FRICTION
MINIMiM (MIW .6, EXTERIOR USES AND iNTERIOR USES
AND INTERIOR - WET, GOEFFIGIENT OF FRICTION MIN
.5 UNEiLAZED.
12. THiS, 15 A BUILDER5 SET OF CONSTRUCTION
1DRAWIN65. IT IS NOT Ti -E 174TENT OF THESE DRAWIN66
TO SNOW EVERY DETAIL OF CON5TR1GTION. THE
BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING
ADDITIONAL AND/OR 511PPL.BMENTAL INFORMATION
RE-GUiRED FOR THIS PROJECT. IT SHALL BE THE
BUILDERS RESPON5I1310Y TO CHECK, VERIFY AND
COORDINATE DIME14SION5, BEARING POINTS AMD
LOADS, CON5TRUCTION DETAILS, NOTES AND ALL
PHASES OF CONSTRUCTION REOVIRED TO GOMPLErE
TH15 PROJECT. ALL FINISH AND dila IPMENT
SEL EC NON5 5HALL BE VERIFIED WITH THE OWNER/
BUILDER.
15. PRIOR TO Cf�IOIT OF 511'E WORK THE
CONTRACTOR. SHALL. BE RESPONSIBLE TO LOCATE
ALL UTILITIES AND IRR16ATION LINES AND REPORT
ANY CONFLICT KTH THIS SET OF PLANS iN Yv7RITiN6
TO THE ARCHITECT.
5cjuare Footage information:
Living- Heated M/,,A 5F
6orage/Unheated 5F
Front Poroh 5F
Bac,k Patio (Uncovered) if 5F
Total Under roof 5F
Structure Heft $. Number of Stories:
Mean roof Height -ap
Number of 5torie5 0
Type of Construction:
Type \/5-2
Unprotected
Unsprinkled
Occupancy C1aS5--
Residential Group R3 L3 a
Project 5C0pei
Nevi blood- Frame Residence
Froject ,area Information:
Site ,area �1��°' SF
Gonc. Pr^ive Porches 5F
Total House' 5F
Total Pro osed Lot Govera e 5F
Proposed Lot Coverage
%]
,Applicable Codes:
2017 Florida Sullding Gode- Building ((oth Edition)
201-1 Florldo wilding Code- Residential (6th Edition)
2014 National Elertricai Code,
Wind Zone information:
See: )mind Zone (This Sheet)
AT
�.
M �
ire T�MA4
112*4 t„tWKWPe ATLA-
�
REVISION
BP# les I g- 031
DATES
SIGNED
H -AIRITN
W '�- MW 40, 01r« sae -11100
wOwp FLOSW^
UApo sou�� Ti -imp �i'i'r�I:,rl #' ( 4)
WN OROAPPOOT
242.4-3
JAC%S0t4VI6.L g $RACII, PL. 32,2 Lq 3'721
2`1
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