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SQUARE FOOTAGES
Square footage numbers were taken from Property Appraiser's website -
July 2015
EXISTING:
BASE:
FINISHED UPPER STORY:
BALCONIES:
FINISHED OPEN PORCHES:
FINISHED STORAGE:
NEW FINISHED GARAGE:
FINISHED BONUS RM OVER GARAGE:
1,430
1,799
438
216
153
4,036
400
400
800
T GARAGE ADDITION
97 Beach Avenue - Atlantic Beach, FL
PERMIT PLANS
July 16, 2015
COMPLIANCE METHOD
THE DESIGN CONSISTS OF AN ADDITION WHICH WAS PERFORMED UNDER CHAPTER 111
OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) EXISTING BUILDING.
TYPE OF CONSTRUCTION.......... TYPE V -B
OCCUPANCY CLASS ................. GROUP R-3
APPLICABLE CODES:
1. FL. BUILDING CODE 5TH EDITION - EXISTING BUILDING
2. NAT'L ELECTRICAL CODE 2008
3. FFP CODE 2010
4. ATLANTIC BEACH LAND DEVELOPMENT CODE
INDEX OF DRAWINGS
CVR
COVERSHEET
A-1
PROPOSED FLOOR PLANS
A-2
PROPOSED ELEVATIONS
X-1
EXISTING FLOOR FLANS
S
STRUCTURAL PAGES (PROVIDED BY E.O.R.)
FILEC'OPI
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL.
REQUIREMENTS AND CONDITIONS
REVIEWED BY: DATE: '2-7 W 16
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FINISHEDL-_
GRADE s;
_ SEE PLAN =
(n
7/16" OSB ROOF DECK FASTENED TO FRAMING
WITH 8d RING SHANKS AT 6" O.C. ON EDGE
AND 12" O.C. IN FIELD.
SEE CONVENTIONAL FRAMING NOTES FOR
RAFTER TO TOP PLATE FASTENING.
(2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH
(2) ROWS 10d AT 16" O.C. STAGGERED.
MINIMUM 24" LAP WITH (12) 10d IN LAP.
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES
12" O.C. IN FIELD.
2x4 SPF STUDS AT 16" O.C.
2X4 No.2 SYP BOTTOM PLATE FASTENED TO
2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT
3" O.C. ON EDGE, 12" O.C. IN FIELD.
3/4" PLYWOOD FLOOR DECKING FASTENED TO
TRUSSES WITH 8d NAILS AT 6" O.C. ON EDGE,
12" O.C. IN FIELD.
12" GP190 AT 16" O.C. WITH 1.25" BAND BOARD.
(2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH
(2) ROWS 10d AT 16" O.C. STAGGERED.
MINIMUM 24" LAP WITH (12) 10d IN LAP.
%" ALL THREAD CONNECTORS. SEE
ALL -THREAD NOTES FOR INSTALLATION
SPECIFICATIONS, SPACING AND EMBEDMENT.
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES,
12" O.C. IN FIELD.
2x6 SPF STUDS AT 16" O.C.
2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2"
ANCHOR BOLTS AT EACH SIDE OF BOTTOM
PLATE SPLICES.
FORMED AND POURED PERIMETER CURB.
SEE PLAN FOR CURB HEIGHT
FIBER REINFORCED CONCRETE SLAB
1-� — - 6 MIL VAPOR BARRIER OR EQUIVALENT
I _ ! WATERPROOFING BETWEEN COMPACTED
SUBBASE AND FOOTING/SLAB
ONE STORY: X = 12" WITH (2) #4
TWO-STORY: X = 16" WITH (3) #4
THREE-STORY: X = 20" WITH (3) #5
TYPICAL TWO-STORY SECTION
3/4 = 1 -0
2x4 SPF STUDS AT 16" O.0
2x4 NO. 2 SYP PT BOTTOM PLATE.
FASTEN TO BEAM BELOW WITH 16d
NAILS AT 6" O.C.
SECOND FLOOR STUD TO
PORTAL BEAM: MSTA36 AT 32"
O.C. WITH (26) 10d NAILS.
BAND BOARD AND I -JOISTS. SEE PLAN.
GARAGE PORTAL
5
SECTION ON BEAM
3/4 v-0"
-�— EDGE OF ALL THREAD WASHER
MUST BE WITHIN 3" OF THE
HEADER KING STUD, TYP BOTH
SIDES OF OPENING.
�— HEADERS OVER 6'-0" LONG:
INSTALL SPH AT 24" O.C. FROM
TOP PLATE TO HEADER.
\� NO. 2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
KING STUDS & CRIPPLES: (6) 16d
BETWEEN ADJACENT KING STUDS
AND CRIPPLES.
PLACE 1/2" ANCHOR BOLTS PER
THE TYPICAL WALL SECTION.
FLOOR TRUSS SYSTEM BY
OTHERS.
—T:7EI—tll 3h I ;i
2 TYPICAL HEADER FRAMING DETAIL
3/4" = V-0"
NOTES
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL
CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE.
2'-0" RAFTER
7/16" OSB Sj-IEATHING. SEE WALL
SECTIONS.
2x RAFTER. SEE CONVENTIONAL
FRAMING PLAN FOR SIZE AND SPACING.
2X OUTLOO KERS AT 24" O.C. FASTEN TO
RAFTER AND WALL WITH (3) 10d
TOE -NAILS.
(2) 2X4 NO.2x4 PLATE. SEE WALL
SECTIONS.
6 OUTLOOKER D TAIL
FORMED AND POURED PERIMETER CURB.
SEE PLAN � SEE PLAN FOR CURB HEIGHT
6„ / / FIBER REINFORCED CONCRETE SLAB
X 6 MIL VAPOR BARRIER OR EQUIVALENT
4 WATERPROOFING BETWEEN COMPACTED
3" SUBBASE AND FOOTING/ LAB
ONE STORY: X = 12" WITH (2) #4
TWO-STORY: X = 16" WIT (3) #4
THREE-STORY: X = 20" WITH (3) #5
9 TYPICAL TWO-STORY SECTION
1/4" = 1'-0"
G
SPH WITH (10) 8d AT 24" O.C. IN
HEADER, MINIMUM (2) PER HEADER
NO.2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND CRIPPLES.
CRIPPLES TO HEADER WITH MSTA18
WITH (6) 10d IN HEADER, (8) 10d IN
CRIPPLE
<ING STUDS & CRIPPLES: (6) 16d
3ETWEEN ADJACENT KING STUDS
SND CRIPPLES.
,LL CRIPPLES TO BAND BELOW
VITH MSTA18 WITH (16) 8d
�- FLOOR SYSTEM BAND BOARD. SEE
PLAN.
TYPICAL HEADER DETAIL - ON BEAM
1/2'= 1'-0"
FOOTING AND SLAB POURED
WITH 3000psi CONCRETE WITH
FIBERMESH.
FINISHED = 12" -�`
GRADE
• il)
6 MIL VAPOR BARRIER OR
EQUIVALENT WATERPROOFING
BETWEEN COMPACTED
SUBBASE AND FOOTING/SLAB
FOOTING, PER PLAN
7 RECESS SECTION
3F4;--= 1 -0
�— FORMED AND POURED PERIMETER CURB,
SEE ELEVATOR SPECIFICATIONS FOR PIT
DEPTH. CONTACT EOR IF DEPTH
�- EXCEEDS 12".
FIBER REINFORCED CONCRETE SLAB
1, Sl 1
�apLO
— -- -- ih
6 MIL VAPOR BARRIER OR EQUIVALENT
4. --1'-4" —/ WATERPROOFING BETWEEN COMPACTED
--i SUBBASE AND FOOTING/SLAB
�- (3) #5 BARS CONTINUOUS
-00ELEVATOR CURB
3/4 -
- I -JOISTS ABOVE. SEE PLAN.
TOP PLATE TO DRAG STRUToCONNECTION:
0NSL222ir
0 o
ID(� cNo
('0
SIMPSON SPH AT 24O.C. WITH (12) 10dX1-1/2"
2 O
U
COMMONS AT EACH END OF
W Q
a U
HEADER.
4)Z(2)
i
O
o0
MSTAM24 FOR GARAGE HEADE
U
ILL L-
TO CRIPPLES. (9)10d NAILS, (5) 1/4"X2-1/4" TAPCONS INTO
W—N
U
STEMWALUMONO. IN LIEU OF
WCN
(La
MSTAM, IT IS C E TO USE
N N
M
AN EMBEDDED A,51.
5
m
3ARAGE DOOR HEADER. SEE
-RAMING PLANS FOR SIZE AND
'LIES.
'ASTEN ADJACENT STUDS W/ (2)
;OWS 10d COMMON NAILS a@ 8"
)-C., STAGGERED. FASTEN 7/16"
►SB TO EXTERIOR OF RETURNS &
,BOVE DOOR W/ 8d @ 3" O.C. ON
DGE, 12" O.C. IN FIELD.
GARAGE SLAB
75 FOR CRIPPLES TO FOOTING.
10d NAILS, (1) 5/8"X12"
READED ANCHORS INTO
EMWALUMONO.
FINISH GRADE
e
--EiSCI; 1j1-��I-�-�
r�
4 PORTAL C/GARAGE HEADER
2X2 FLATWISE SLATS AT 16" O.C.
FASTEN WITH (2) 1/4"X3" WOOD
SCREWS..
4X10 DECK BEAM. FASTEN TO
HORIZONTAL BRACE POST WITH (2)
SDS25412 TOE -SCREWS.
SEE ARCHITECTURAL PLANS FOR
KORBEL DIMENSIONS
2X6 WALL ABOVE.
FLOOR BAND
PERGOLA BEAMS AT 24" O.0
4X10 DECK BEAM. FASTEN TO
DIAGONAL BRACE POST WITH (2)
SDS25412 TOE -SCREWS.
3X6 HORIZONTAL BRACE. FASTEN TO
3RACE POST WITH HDU2-SDS2.5 AND
1/2" THREADED ANCHOR. USE 2" SQ
NASHERS WHERE NECESSARY.
)OUBLE STUD IN WALL BEHIND
3RACE.
'ASTEN TO HORIZONTAL BRACE POST
VITH 1/2" THROUGH BOLT.
X6 DIAGONAL BRACE. FASTEN TO
'ERTICAL BRACE POST WITH 1/2"
OLT. COPE BRACE MEMBERS AS
EEDED TO HIDE BOLT. MINIMUM 2"
IF WOOD TO REMAIN AS SHOWN.
g / ORBEL DETAIL
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Sheet No.
S3001
4 OF 4