2400 SEMINOLE RES17-0088CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date Revision to Issued Permit Corrections to Comments Permit #
/7 . DO 8e
Project Address '-� I00 few "on d(i,
Contractor / Contact Name A r 1,7 /
Phone_ ¢0 y— a S—�'I, y/
Description of Proposed Revision / Corrections:
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Additional Increase in Building Value $
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Email
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Permit Fee Due i So -,OZ)
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Additional S.F.
By signing below, I (printed name) affirm the Revision is inclusive of the proposed changes.
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date
Approved
Revision/Plan Review Comments
Department Review Required:
C Building �>
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
(Office Use Only)
Denied Not Applicable to Department
'yp rob COPY LR Pq-7 4'L
eviewed By
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Date
DESIGN SPECIFICATIONS
DESIGN CODE:
2017 FLORIDA BUILDING CODE RESIDENTIAL
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS,
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE.
DESIGN LOADS: ACTUAL AND UNIFORM
MATERIAL SPECIFICATIONS
HARDWARE AND ANCHORS:
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36.
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED.
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWE S SHALL BE 12 BAR DIAMETER MINIMUM,
HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/$" LARGER THAN THREADED ROD SIZE. (U.O.N.)
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY):
EPDXY: I TW RED HEAD A7
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60.
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50.
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185.
SCOPE OF SERVICE
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER
PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM 10 CONSTRUCT THE WORK IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMI ED TO THE FOLLOWING: NEW STEEL
SUPPORT POSTS, FOUNDATION AT STORAGE ROOM AND CONNECTIONS AT EL VATOR OPENING. ITEMS NOT DESIGNED:
ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
GENERAL NOTES & CONSTRUCTION
SPECIFICATION
MASONRY SPECIFICATIONS:
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH
AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINI
UM OF 28 DAY COMPRESSIVE STRENGTH
OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGR
GATE SIZE OF 3/8 PLACED AT AN 8" TO 11"
SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N
VIORTAR MAY BE USED IN BRICK VENEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF
ALL FLASHING.
CONCRETE MASONRY UNITS (CMU):
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD—BEARING
CMU), TYPE 1, GRADE N-1, NORMAL
WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi)
GROUT f,LL CELLS CONTAINING VERTICAL
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02
IN THE BOTTOM OF COURSE OF
MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0".
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED CF
ASTM C90E, E GRADE N-1 HOLLOW
CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE
RUNNING BONDS, STACK BOND SHALL NOT
BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000
PSI PEA ROCK CONCRETE GROUT. SPLICES
IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR
WALLS SHALL BE REINFORCED FULL
HEIGHT WITH — #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, ANQ
WALL INTERSECTIONS. PROVIDE CONTINUITY
OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY
INSTALLING CORNER BARS, MINIMUM OF
40.BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OF
MORE COURSES, PROVIDE HORIZONTAL
JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND
VERTICAL REINF. SHALL BE INCREASED AS
NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL
BE A MINIMUM OF 6".
CONCRETE SPECIFICATIONS:
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND
HALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGT
OF 2500 PSI AT 28 DAYS CONCRETE AT
GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 1
PSI.
FOOTING AND FOUNDATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING
CODES. FOOTING HAVE BEEN DESIGNED
WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATIOM
REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCU
IN A DISTURBED OR UNSTABLE SOIL, THE
ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND
COHESIVE (CLAY) SOILS. SOIL COMPACTION
AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN AC
ORDANCE WITH ASTM D 1557.
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES,
CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIM
NSIONS AND LOCATION FROM THE
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED
ON EITHER THE ARCHITECTURAL PLAN
OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IFFOOTING
SIZE OR LOCATION IS NOT
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR)
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REI
FORCING SHALL BE 3" IN FOOTINGS AND
MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS
PROVIDE #3 @ 48" O.C. OR ROD CHAIRS.
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE
ELEMENTS BY INSTALLING CORNER
BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING,
WHERE PERMITTED, SHALL BE 48
BAR DIAMETERS
CONCRETE SLABS ON GRADE:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER
CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT
FOR PREVENTION OF SUBTERRANEAN
TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLA3
IN A 12'x12' GRID WITHIN 12 HOURS OF
CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR
ALTERNATIVE METHODS.
WATERPROOFING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF
LL WATER PROOFING.
PRE—ENGINEERED MISCELLANEOUS STRUCTURES:
ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APP
NDAGES NOT SPECIFICALLY DETAILED
HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR.
CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTU
E INDICATING CONNECTION POINTS,
REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS
STRUCTURE AND PRIOR TO
CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING
REQUIREMENTS WITH ANY OTHER
PRE—ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGIN
ERING.
STRUCTURAL STEEL
DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH
AISC SPECIFICATION FOR DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FDR
STRUCTURAL STEEL FOR BUILDING —
ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION.
PRIME: ALL STEEL SURFACES, BOTH EXPOSED AND CONCEALED ARE TO RECE
VE ONE SHOP COAT OF PAINT AND FIELD
SPOT PRIME ALL WELDS, SCARS CONN., ETC., WHERE PAINT IS DAMAGED.
EXISTING WALL
FRAMING TO REMAIN
#5 'Z' BAR
1—#5 CONT.
LTJ
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8" CMU STEMWALL w/#4 @ 32" O.C.
VERTICAL OR 8" C.I.P. CONC. WALL
w/#4 @ 16" O.C. VERTICAL AND
HORIZONTAL
SLAB ON GRADE,
SEE PLAN.
1'-0' w/(2)#4 CONT.
�#3 @ 48" O.C. OR
ROD CHAIRS (TYP.)
3 1 FOUNDATION DETAIL AT STEP
S1.0 / SCALE: 3/4" = 1'-0"
EXISTING CONC.
BEAM
CAP PLATE,
SEE SECTION
AT RIGHT
SLAB ON
GRADE
4 1
CD
d I I
44 I I
� I
4; o
2,-6"
Y"O x 8
2 "
TITEN HD. (3)#4 EA.
WAY BOT.
STEEL POST DETAIL
SCALE: 3/4" = 1'-0"
OPENING CUT INTO
SLAB FOR ELF VATOR
CAP PLATE, SEE
SECTION AT LEFT
1i»
CAP & BASE.
PLATE DETAIL
Y"0 x 8"
TITEN HD.
STEEL POST DETAIL
SCALE: 3/4" = 1'—O"
EXISTING WALL
FRAMING TO REMAIN
#5 'Z' BAR
4
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OVERHEAD EPDXY APPLICATION: USING AMBEX
ANCHORING CAPSULES DRILL & EPDXY 1"0
THREADED ROD INTO BOTT. OF EXISTING
BEAMS w/6" EMBEDMENT (IN STRIC
ACCORDANCE w/MANUF. RECOMMEN ATIONS)
STEEL POST
PER PLAN
Y2" 0 x 8" 8"
TITEN HD. 2 5„
BASE PLATE,
— SEE SECTION
AT RIGHT
4
O
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O O
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ti
LiM
1—#5 CONT.
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8" CMU STEMWALL w/#4 @ 32" O.C.
VERTICAL OR 8" C.I.P. CONC. WALL
w/#4 @ 16" O.C. VERTICAL AND
HORIZONTAL
SLAB ON GRADE,
SEE PLAN.
1'-0' w/(2)#4 CONT.
�#3 @ 48" O.C. OR
ROD CHAIRS (TYP.)
3 1 FOUNDATION DETAIL AT STEP
S1.0 / SCALE: 3/4" = 1'-0"
EXISTING CONC.
BEAM
CAP PLATE,
SEE SECTION
AT RIGHT
SLAB ON
GRADE
4 1
CD
d I I
44 I I
� I
4; o
2,-6"
Y"O x 8
2 "
TITEN HD. (3)#4 EA.
WAY BOT.
STEEL POST DETAIL
SCALE: 3/4" = 1'-0"
OPENING CUT INTO
SLAB FOR ELF VATOR
CAP PLATE, SEE
SECTION AT LEFT
1i»
CAP & BASE.
PLATE DETAIL
Y"0 x 8"
TITEN HD.
STEEL POST DETAIL
SCALE: 3/4" = 1'—O"
EXISTING WALL
FRAMING TO REMAIN
#5 'Z' BAR
4
III -1 I I=1 11-1 I I- 11==
=1 I I®III-1 I -f I I-1 I I-1 I �1
-III-III-III_ 11-I I I_I I , III_
I -111-1 I I=1 I I=1 1-1 I I S 11= I I I
���III��,II III (IIIIIIfIIIIIii��-1111��1{i
OVERHEAD EPDXY APPLICATION: USING AMBEX
ANCHORING CAPSULES DRILL & EPDXY 1"0
THREADED ROD INTO BOTT. OF EXISTING
BEAMS w/6" EMBEDMENT (IN STRIC
ACCORDANCE w/MANUF. RECOMMEN ATIONS)
STEEL POST
PER PLAN
Y2" 0 x 8" 8"
TITEN HD. 2 5„
BASE PLATE,
— SEE SECTION
AT RIGHT
4
BASE PLATE
DETAIL
EXISTING CONC.
OVERHEAD EPDXY APPLICATION: USING
AMBEX ANCHORING CAPSULES DRILL &
EPDXY 1"0 THREADED ROD INTO BOTT.
OF EXISTING BEAMS w/6" EMBEDMENT
(IN STRICT ACCORDANCE w/MANUF.
RECOMMENDATIONS)
STEEL BRACE
POST PER PLAN
EXISTING CONC.
SLAB
1—#5 CONT.
OFFICE C
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
ammon la'n1DATt7,1-12-3 �/ �S
V
4 _ 8" CMU STEMWALL w/#4
@ 32" O.C. VERTICAL OR
8" C.I.P. CONC. WALL
Q w/#4 @ 16" O.C. VERTICAL
LLJ w AND HORIZONTAL
Cn
-SLAB ON GRADE,
SEE PLAN.
EXP. JOINT
4#3 @ 48" O.C. OR
4
L
4 ROD CHAIRS (TYP.)
10"x20" w/(3)#4
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
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A:. Po
\_\C ENST�C
No• 3 O
�i
OF *_ N
-RFs < .. R I D �'• ' <
Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO 8 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO h
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
BUILDING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS, IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT'rHE E.O.R.
PLAN NAME
RESIDENCE
DESIGN/DRAWN/CHECKED
CS / WAC /LAP
DATE
06.20.18
SCALE
AS NOTED
LPA No.
SLEI-17-00608
CONTROL No
SHFFT
51.0
SHEET 1 OF �
O
0
O O
BASE PLATE
DETAIL
EXISTING CONC.
OVERHEAD EPDXY APPLICATION: USING
AMBEX ANCHORING CAPSULES DRILL &
EPDXY 1"0 THREADED ROD INTO BOTT.
OF EXISTING BEAMS w/6" EMBEDMENT
(IN STRICT ACCORDANCE w/MANUF.
RECOMMENDATIONS)
STEEL BRACE
POST PER PLAN
EXISTING CONC.
SLAB
1—#5 CONT.
OFFICE C
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
ammon la'n1DATt7,1-12-3 �/ �S
V
4 _ 8" CMU STEMWALL w/#4
@ 32" O.C. VERTICAL OR
8" C.I.P. CONC. WALL
Q w/#4 @ 16" O.C. VERTICAL
LLJ w AND HORIZONTAL
Cn
-SLAB ON GRADE,
SEE PLAN.
EXP. JOINT
4#3 @ 48" O.C. OR
4
L
4 ROD CHAIRS (TYP.)
10"x20" w/(3)#4
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
,'
A:. Po
\_\C ENST�C
No• 3 O
�i
OF *_ N
-RFs < .. R I D �'• ' <
Luis A. Pontigo, PE
FL PE#53311
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO 8 ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO h
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
BUILDING
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS, IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT'rHE E.O.R.
PLAN NAME
RESIDENCE
DESIGN/DRAWN/CHECKED
CS / WAC /LAP
DATE
06.20.18
SCALE
AS NOTED
LPA No.
SLEI-17-00608
CONTROL No
SHFFT
51.0
SHEET 1 OF �