404 OCEANWALK DR S - REVISION 11-9-18CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
• omments Permit # S
Date Ik Revision to Issued Permit Corrections to C
Project Address
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Contractor / Contact Name C -Con ("--wn �
Phone
Description of Proposed Revision / Corrections:
(zn
Email
Permit FeDue $ s�- 00
"Brrck WOW
Additional Increase in Building Value $
Additional S.F.
affirm the Revision is inclusive of the proposed changes.
By signing below, I (printed name)
Signature of Contractor/Agent (Contractor must sign if increase in valuation)
Date
(Office Use Only)
Approved _ )r—
Denied Not Applicable to Department
Revision/Plan Review CommentsC,04
part ent Review Required:
,.Lchi_
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
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o i C �
iewed By
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Date
DESIGN CRITERIA
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
- FLORIDA BUILDING CODE - RESIDENTIAL, 6TH{ EDITION (2017)
- FLORIDA BUILDING CODE - EXISTING, 6TH EDITION (2017)
- ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"
ENCLOSURE CLASSIFICATION ENCLOSED II(GCpi = ± 0.18)
OCCUPANCY RESIDENTI L
RISK CATEGORY II
ALTERATION LEVEL I
WOOD FRAMING
1. ALL WOOD AND WOOD -BASED PRODUCTS HAS EEN DESIGNED IN ACCORDANCE
WITH NDS FOR WOOD CONSTRUCTION ANDND SUPPLEMENT (2015)
2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE
IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR
INSPECTION AGENCY
3. ALL STRUCTURAL WOOD OR WOOD -BASED MEMBERS IN CONTACT WITH SOIL,
CONCRETE OR MASONRY SHALL BE PT ACCORDING TO AWPA U1 AND/OR AWPA M4,
BASED ON INTENDED USE.
HEADER FRAMING
1. FASTEN ALL PLIES OF HDR TOGETHER W/ (2) R(
STAGGERED
2. FASTEN HEADER TO KING STUDS w/ (6) 10d TOE
3. FASTEN EXISTING STUD FRAMING ABOVE TO HI
4. FASTEN ALL MULTI -STUD GROUPS TOGETHER 1
STAGGERED
ISOKERN STANDARD 42" FIREPLACE
INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS
U
O
I—
W
MIN (2) JACK STUDS
BELOW HEADER
MIN CLI
PER
1
WS 10d (0.131 "O x 3") @ 12" OC
NILS
DER W/ MIN (4) 10d TOE -NAILS
(2) ROWS 10d @ 12" OC
2
SLID
J
NCE REQUIRED
UFACTURER
LAN VIEW
Scale: NTS
0
**NOTES**
1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL
INTEGRITY OF THE EXISTING STRUCTURE. SHOULD
OWNER/CONTRACTOR FIND AREAS OF CONCERNS IN THE
EXISTING STRUCTURE, CONTACT EOR.
2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS.
SHOULD A DIMENSION BE UNCLEAR, CONTACT OWNER FOR
APPROVAL.
3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS
REQUIRED TO SUPPORT EXISTING FRAMING UNTIL ALL
NEW STRUCTURAL MATERIALS AND CONNECTIONS ARE IN
PLACE AND INSPECTED.
MIN CLEARANCE REQUIRED
PER MANUFACTURER
MIN (2) JACK STUDS
BELOW HEADER
BRICK & FURRING
STRIPS NOT SHOWN
FOR CLARITY
Y2" SUBSTRATE INSTALLED TO
FURRING STRIPS PER BRICK
MANUFACTURER'S
RECOMMENDATIONS
THIN BRICK VENEER, INSTALLED
PER MANUFACTURER
HEIGHT OF FRAMING PER
ISOKERN SPECIFICATIONS
BRICK TO BE INSTALLED BY
LICENSED MASONRY
CONTRACTOR
BRICK LEDGE, LINTEL, OR STEEL
ANGLE TO BE INSTALLED BY
LICENSED MASONRY
CONTRACTOR TO SUPPORT
BRICK OVER OPENING t
ISOKERN STANDARD 42" FIREPLACI
INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS
HEARTH BY OTHERS
ING
EXISTING 4" CONCRETE
SLAB TO REMAIN
Rl' lwm=mvw I S 10 N
eP#�s(� t Fr - o 3/3
DATE
SLGNED /h'y
EXISTING 2x4 WALLS
STUDS @ MAX 16" OC
• PROVIDE BUILT UP 2x4 & RIPPED 1x4
HORIZONTAL FURRING STRIPS @ MAX 16" OC
FULL HEIGHT OF WALL
• FASTEN PLIES OF FURRING STRIP
TOGETHER W10.148" O x 1 Y2" NAILS @ 12" OC
• FASTEN FURRING STRIPS TO WALL STUDS
WI (2),Y4" x 4 Y2" SDS SCREWS @ MAX 16" OC
NEW (2) 2x8 HEADER FRAMED AT BOTTOM
OF OPENING, FASTEN PER HEADER
FRAMING I
d
4
d
4
2 SECTION VIEW
Scale: NTS
SHEET
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