699 BEACH AVE - DECK FRAMING DRAWINGS� (7
GENERAL NOTES
0.
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION, ACI, NDS, APA AND ASCE?-10.
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2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED "ADDITION" IN COMPLIANCE
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WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. q
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3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. z
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4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD mn
COMMENCING CONSTRUCTION. 10'-2" 10'-0 10'-0" 6'-2" z o a
CORBEL 3 2X12 DECK BEAM. CORBEL CORBEL (L 0
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR O it LL
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED wcl
OTHERWISE ON THE PLANS. v
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(2) 2X12 BAND BEAM. f i f�
X12 BAND BEAM.
(2)
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, li i li
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, lrji
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. ' 0 151 pT 24" O'C
J
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL ___ ___ __� �_�_ _r__ �__ 2X �� O
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND REMOVE EXISTING I I II II n I I I cm
1 u u n i t.� t.� 1 w
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY CANTILEVER. I I 1 n II 11 i i I t-
1 1 II tl II 1 1 1 Q
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION �---- --------- -------- ---- ----- -- ----- r -T-T- -T-�-
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
r------ - _-------- --------------------------------_______------� ; - ---- : �--------------------- ------ -, s SIM.
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TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER i i A w > z°
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ; , EXISTING BUILDING.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE ' s i f 3 O O z
RESPONSIBILITY OF THE CONTRACTOR. i i £ 1 ci N O}
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FRAMING NOTESU.
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F i S i i� S3.01 { w .
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING -
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
I , s_ ------------
____
CONSTRUCTION.i CORBEL
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. j
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3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE N
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ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER--- -� , N
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. _ W Z0 LL
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4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE ' r { 1 5
TREATED. if
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. i m QQ
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. ; { i m
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IF
7. DIMENSION LUMBER !i if
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS I 1 F_
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7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. ' m
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7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE (COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: j F
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8d = 0.131"x 2-1/2"
1 L ----------------------------------------
10d = 0.148" x 3"
---- -----------------------------_10d=0.148"x3"
12d=0.148"x3-1/4" FRAMING NOTES AND LEGEND
16d = 0.162"x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN N
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AND/OR THE FOOTING DETAILS SHEET. PORCH/GLULAM BEAM
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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LOAD -TABLE N: _
COMPONENT AND CLADDI G
DESIGN PRESSURES
ROOF: ES1
G_
LIVE LOAD' 20 0 PSF (3) 2X12 DECK BEAM. FASTEN TO BRACE
2x8 N0.2 SYP LEDGER ■
DEAD LOAD:
7.0 PSF
CEILING:
0-20
LIVE LOAD:
10.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
22.9
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD:
50 0 PSF
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
B NDS WITH LUS26. 7 W
WIND LOADS: W ,� Q
WIND SPEED: 130 MPH
" 36" CS -18. FASTEN TO BRACE, TOP PLATE >
..EXPOSURE: C �
IMPORTANCE: 1.0 AND BLOCKING WITH ALL HOLES FILLED z
BUILDING CATEGORY: 11 WITH 10d NAILS. ` W
ENCLOSED BUILDING: (3) 2X12 BLOCKING. FASTEN EACH END
INTERIOR PRESSURE WITH (2) A35, 10d NAILS ALL HOLES.LL
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
- 3" 4x6 PT N0.2 SYP BRACE. FASTEN TO
32" 4" EXISTING BLOCKING WITH HD9B, (3) 7/8"
i! BOLTS INTO BRACE, (1) 7/8" BOLT INTO
I BLOCKING, WITH 3" SQ WASHER.d 04cc cm
? t COUNTERSINK AS NEEDED.
4X8 PT N0.2 SYP DIAGONAL BRACE.
0-
o ;f FASTEN EACH END WITH (2)7/8" BOLTS, 3" s N
I 1 SQ WASHERS EACH END. COUNTERSINK c o 'o
i AS NEEDED.
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=s i EXISTING WALL. Cullj
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c
co�
X m
ell m
a
r ci 5:T
N W N
!lkits
s (3) 2X12 BLOCKING. FASTEN EACH END
5,_21.. ; WITH (2) A35, 10d NAILS ALL HOLES. W N
2 F
•• !�, •"
S OF W
.off; •.•
10
OFFICE COPY %�'
ECK SECTIUN AT CORBEL.
Sheet No.
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL simol
}l REOUII ENTS AND CONDITIONS
} REVIEWED
OF1
I
WITH 5/8" BOLT WITH 3" SQ WASHER EACH q • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3)1/4"X4" WOOD
II
END. NOTCH BEAM 1" MAX, IF NEEDED. SCREWS
. FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
W
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6'-0"
5/4"x6" DECKING, FASTENED WITH (2) 3/16" SCREWS AT 16"°O.C.
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DECK SCREWS AT ALL INTERSECTIONS.
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2X8 SYP PT LEDGER. FASTEN TO EXISTING
BUILDING PER NOTE "A".
SYP PT JOISTS AT 24" O C FASTEN
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B NDS WITH LUS26. 7 W
WIND LOADS: W ,� Q
WIND SPEED: 130 MPH
" 36" CS -18. FASTEN TO BRACE, TOP PLATE >
..EXPOSURE: C �
IMPORTANCE: 1.0 AND BLOCKING WITH ALL HOLES FILLED z
BUILDING CATEGORY: 11 WITH 10d NAILS. ` W
ENCLOSED BUILDING: (3) 2X12 BLOCKING. FASTEN EACH END
INTERIOR PRESSURE WITH (2) A35, 10d NAILS ALL HOLES.LL
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
- 3" 4x6 PT N0.2 SYP BRACE. FASTEN TO
32" 4" EXISTING BLOCKING WITH HD9B, (3) 7/8"
i! BOLTS INTO BRACE, (1) 7/8" BOLT INTO
I BLOCKING, WITH 3" SQ WASHER.d 04cc cm
? t COUNTERSINK AS NEEDED.
4X8 PT N0.2 SYP DIAGONAL BRACE.
0-
o ;f FASTEN EACH END WITH (2)7/8" BOLTS, 3" s N
I 1 SQ WASHERS EACH END. COUNTERSINK c o 'o
i AS NEEDED.
U
=s i EXISTING WALL. Cullj
Rj
c
co�
X m
ell m
a
r ci 5:T
N W N
!lkits
s (3) 2X12 BLOCKING. FASTEN EACH END
5,_21.. ; WITH (2) A35, 10d NAILS ALL HOLES. W N
2 F
•• !�, •"
S OF W
.off; •.•
10
OFFICE COPY %�'
ECK SECTIUN AT CORBEL.
Sheet No.
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL simol
}l REOUII ENTS AND CONDITIONS
} REVIEWED
OF1
i
_ I
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GENERAL NOTES
Q
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING m
EDITION, ACI, NDS, APA AND ASCE7-10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED "ADDITION" IN COMPLIANCE
WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. o
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE z
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
L:
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD
COMMENCING CONSTRUCTION. 10'-2" 10'-0" 10'-0" 6'-2" z w
a
CORBEL O 3 2X12 DECK BEAM. FCORBEL CORBEL ' O,
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS.
w
v' i ��
'-
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, (2) 2X12 BAND BEAM, (2) ?Xl2 BAND BEAM.
ii i �i
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, " C a
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. o i AT 24 O r i o
S SYP PT JOISTS
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL --- --- �-�111
_ -
REMOVE EXISTING _� n ,r r
t u u it ti� i ! w
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND " " I'll
' 1
CANTILEVER. i n r u n
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY ' ' " " t n u i n u rig it 53.01 _ z o
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION --.-- --- ___ ______ __ ___ _____ ___ _________ _________________ ____________ r _,.___
_.-__.______�.___ ___________ L_L_ 1_1 _G. O
4
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL - --- - --------------------_-_ _------__ _--- _ _ -__ -�------- _---------- - - -___ -__-_--------- -- -- SIM.
.s ii D
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER ? i ! F 1 w z
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING r t ; , A EXISTING BUILDING. , co c
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE F i i i r r O O Z =
RESPONSIBILITY OF THE CONTRACTOR, O�
N N (p
i i i -' -'
FRAMING NOTES N N
> v�
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE 1S BASED ON THE 2014 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ; : � --------------- --__ ---- ; ,
0
CONSTRUCTION. '---------------------------------'
CORBEL
;; tI
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
W M
COMMUNITY
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3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE v®MM�IV�'I Y DEQ/EL W M
V
- ---� t OPMENT N
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER ! _ _.___�
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT, i , A P ®� ® Z jJ W u-
" !' 0
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE 4 , i Q _
TREATED.
W = Q
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, i
Z Lf. Q m
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL m U
+ J I-
i-_.__-_ - _.-__-_ _ _ -__. _______�-_.___ c.. Z
7. DIMENSION LUMBER t s �--------------------______ _
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS r
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. I in Q
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER ANDFRAMING
/� q
LENGTH PER THE DETAILS. " /;�%QECK r f�AM I NG 1- LAN
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED F
BELOW:
8d = 0.131" x 2-1/2" I i _
10d = 0.148"x 3" L---
12d = 0.148"x 3-1/4"
16d = 0.162"x 3-1/2" FRAMING NOTES AND LEGEND
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
CV
Q� 2,0 m0 a
N
AND/OR THE FOOTING DETAILS SHEET.
PORCH/GLULAM BEAM w m 2 ®„-
A U
10. CONVENTIONAL FRAMING LUMBERS
2x No.2 SYP UNLESS NOTED OTHERWISE.
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- .::•4 ... a :l fr CORBEL
LOAD TABLE COMPONENT AND CLADDING EXISTING WALL
'
ROOF: DESIGN PRESSURES '!
LIVE LOAD20 0 PSF (3) 2X12 DECK BEAM. FASTEN TO BRACE 2x8 NO.2 SYP LEDGER
•
EFFECTIVE
AREA, SF
END ZONES, PSF
DEAD LOAD:
7.0 PSF
CEILING:
-32.0
LIVE LOAD:
10.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
50-100
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD•
50.0 PSF
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
VERTICAL WITH 1/4"X4" WOOD
WITH 5/8"BOLT WITH 3"SQ WASHER EACH . FASTEN TO EACH STUD/TRUSS 3
( )
O
V) Z
B ��ENDS WITH LUS26.
1,"L. W
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END. NOTCH BEAM 1" MAX, IF NEEDED, SCREWS
, 1 ,
Li.l
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• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
W
WIND SPEED:
5/4"x6" DECKING, FASTENED WITH (2) 3/16" SCREWS AT 16" O.C.
•OQ
-
36" CS -18. FASTEN TO BRACE, TOP PLATE
t
DECK SCREWS AT ALL INTERSECTIONS.
EXPOSURE:
IMPORTANCE:
1.0 -
I
Z J .j
2X8 SYP PT LEDGER. FASTEN TO EXISTING
Q
WITH
BUILDING PER NOTE W.
SYP PT JOISTS AT 24" O C FASTEN
1�
< `o
B ��ENDS WITH LUS26.
1,"L. W
z
WIND LOADS:
W
WIND SPEED:
130 MPH
C
-
36" CS -18. FASTEN TO BRACE, TOP PLATE
EXPOSURE:
IMPORTANCE:
1.0 -
I
AND BLOCKING WITH ALL HOLES FILLED
10d NAILS.
BUILDING CATEGORY:
11
WITH
W
ENCLOSED BUILDING:
s
- (3) 2X12 BLOCKING. FASTEN EACH END
INTERIOR PRESSURE
WITH (2) A35, 10d NAILS ALL HOLES.
1
U.
COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
3"
4x6 PT N0.2 SYP BRACE. FASTEN TO
31. 4"
2
EXISTING BLOCKING WITH HD9B, (3) 7/8"
I
BOLTS INTO BRACE, (1) 7/8" BOLT INTO
cw c
1 BLOCKING, WITH 3- SQ WASHER.
I
COUNTERSINK AS NEEDED.
o, r„
i
4X8 PT NO.2 SYP DIAGONAL BRACE.
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FASTEN EACH END WITH (2) 7/8- BOLTS, 3"
mm
I3
I
SQ WASHERS EACH END. COUNTERSINK
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A5 NEEDED.
V w w
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EXISTING WALL.
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C W04 OCD N
(3) 2X12 BLOCKING. FASTEN EACH END
5,_ 1 •
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WITH (2) A35, 10d NAILS ALL HOLES.
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ECK SECTION
AT CORBEL.
Sheet No.
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.
1 of 1
3'4"
Handrail/ Deck detail
4-
7p cap w 2x2 picket max 3" spacing with 2x4 bottom rail
5/4x6 IPE over PT framing per
engineering details
El El
'--], E:I.
20' 4"
Smith Residence
699 Beach Ave
Atlantic Beach, F]
1 26'8-1/2"
Handrail/Deck detail EAST Elevation
0
Smith Residence
699 Beach Ave
Atlantic Beach, Fl
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