1777 MARITIME OAK DR - REV 10-12-17 DWG'SFRAMING KEYNOTES GST
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
I
I 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS.
2. PORCH C BEAM FRAMING NOTES
u
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.
NOTCH TOP OF PORCH BEAM 3" FOR BEAM PKT CONNECTION AT M
WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N
ELEVATION. 3%" MINIMUM BEARING REQUIRED IN WALL. PORCH N
BEAM TO STUDS W/ MS24, HTS20, OR MSTA24. N
M
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV.
I h �
D. BEAM ATTACHED TO EXISTING FRAMING CA z
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS W/ '
SIMPSON HUC HANGER MATCHING PORCH BEAM DWENSIONS. N;
CV
} 04
3. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48" O.C., REQUIRED M d
AT THIS SECTION ONLY
4. PLANK ORIENTED HEADER FRAMING: FASTEN PLANK ORIENTED HEADER >_
TO JACK KING GROUP W/ 2 A35 EACH IDE F w
SEE "SINGLE STORY HOLLOW O S O OPENING, SEE PLANK .J
HEADER FRAMING DETAIL ON DETAIL SHEET. .J
COLUMN FRAMING DETAIL ST -6, SEE TYPICAL -PORCH —
TYP (3) TOTAL @ REAR PORCH SHEATHING DETAIL."°
5. HORIZONTAL BLOCKING AND STRAPPING REQUIRED ABOVE AND BELOW Z
WINDOW OPENING, FULL EXTENT OF SWB. 0 <C
Y O
6. FLUSH BEAM / GIRDER ABOVE, SHOWN ON THIS SHEET FOR C) W
CLARIFICATION. Q
(2)2x12 {3)2x12 7. ANCHOR SHOE PLATE TO FRAMING BELOW W/ 10D @ 3" O.C. N �-
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6-5-17
BEAM SCHEDULE
' ROOF FRAMING KEYNOTES iIR.US� ENG EERiNG NATES•
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. TYPICAL BEARING BLOCK 3. OVERFRAMING NOTES
•`BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.
DIMENSION OF TRUSS MEMBER,. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN,
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. COMMONS MIN:
2. LEDGER FRAMING NOTES: • EACH RAFTER TO"SLEEPER" W/ SIMPSON H3 UPL!FT
FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT CONNECTOR.
° • ALL RID N .2 SYP MIN:
EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX GE BOARDS TO BE 2x8 O
24" O.C. SPACING) • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
RAFTER WHERE APPLICABLE W1(5) 10d COMMONS MIN
• ADDITIONAL FASTENERS MAY BE REQUIRED Al SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER
PROTECTION AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY.
BEAM NO.
RAFTER SPAN SCHEDULE
NOTES
O.C.
SPACING
LUMBER SIZE
O
O.C.
2x4
2x6
SPACING
LUMBER SIZE
12"
11'-10"
2x6 2x8
2x10
2x12
12"
14'-5" 18'-3"
21'-8"
26-6"
16"
12'-6" 15'-101,
18'-9"
22'-1"
24"
10'-2" 12'-11"
15'-4"
18'-0"
20 L.L./15 D.L. #2 SYP
Q
BEAM NO.
CEILING JOIST SPAN SCHEDULE
NOTES
O.C.
SPACING
LUMBER SIZE
O
B01
2x4
2x6
2x8
2x10
12"
11'-10"
18'-8" `
24'-7"
26-0"
16"
10'-91°
16-11"
21'-7"
25'-7"
24"
9'-3"
13'-111'
17'-7"
20'-11"
00 Z
10 L.L./5 D.L. #2 SYP
BEAM NO.
BEAM SIZE AND TYPE
NOTES
TRUSS TO TC P PLATE CONNECTIONS SHALL BE ACCORDING
MICROLLAM LVL
O
B01
2.OE-(2) 1 %4 x 20"
NOTE 2
• ALL EXTERIO Z WALLS ARE HELD BACK 1/2" FOR SHEATHING
MICROLLAM LVL
B02
2:0E-(3) 13/4 x 16"
NOTE 2
•
• UNLESS SPETIFICALLY-NOTED ON TRUSS FRAMING PLAN, ALL
TRUSS TO TC P PLATE CONNECTIONS SHALL BE ACCORDING
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TO THE TYPI -AL WALL SECTION SHEET.
M
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ALL EXTERIOR'WALLS HELD BACK 1/2' FOR SHEATHING
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX NPEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200
BUILDER
SUBDIVISION:
Atlantic Beach Country Club
LOT NUMBER:
105
MODEL:
Murray Residence
DESIGNED/CHECKED:
EAC
Ego `Hi
IRIIIIIIIIIIIEW
T"rueHouse
^,A\
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
accompanying this drawing,
including BCSI-131, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-131 has not been
shipped to the site with the
components shown on this
page, please contact Apex
Technology for free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
th/'FrNyre or the building
esigner, Ner ANSI/TPI 1-
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[-6'4" 13'11" 1911" 3'4"--i-7'1V'-------F34'
60'11"
ALL EXTERIOR'WALLS HELD BACK 1/2' FOR SHEATHING
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX NPEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200
BUILDER
SUBDIVISION:
Atlantic Beach Country Club
LOT NUMBER:
105
MODEL:
Murray Residence
DESIGNED/CHECKED:
EAC
Ego `Hi
IRIIIIIIIIIIIEW
T"rueHouse
^,A\
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
accompanying this drawing,
including BCSI-131, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-131 has not been
shipped to the site with the
components shown on this
page, please contact Apex
Technology for free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
th/'FrNyre or the building
esigner, Ner ANSI/TPI 1-
QYo0iaDt r 2
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX
ALL EXTERIOR WALLS HELD BACK 1/2" POR SHEATHING
187"
14'7" T4
BUILDER:
SUBDIVISION:
Atlantic Beach Country Club
OFFICE COPY 1LOT
05 NUMBER:
MODEL:
Murray Residence
DESIGNED/CHECKED:
EAC
A
REVISE)
TH
TrueHouse
M
GE09
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
* accompanying this drawing,
N including BCSI-131, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-B1 has not been
shipped to the site with the
components shown on this
page, please contact Apex
GEos Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
the structure or the building
Ig per ANSI/TPI 1-
002 Cha ter 2.
hu
57
14'7" 'I-4 e Q 7
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V
EX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE, FL, 32224- 904.821.5200 �'1 1l06-06-2017
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BUILDER:
SUBDIVISION:
Atlantic Beach Country Club
OFFICE COPY 1LOT
05 NUMBER:
MODEL:
Murray Residence
DESIGNED/CHECKED:
EAC
A
REVISE)
TH
TrueHouse
M
GE09
APEX
This drawing is not sufficient
alone for installation.
Additional instructions
* accompanying this drawing,
N including BCSI-131, should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-B1 has not been
shipped to the site with the
components shown on this
page, please contact Apex
GEos Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind, seismic, or other
lateral forces, and permanent
bracing for all structural
elements, is the responsibility
of the Engineer of Record for
the structure or the building
Ig per ANSI/TPI 1-
002 Cha ter 2.
hu
57
14'7" 'I-4 e Q 7
a
o
V
EX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE, FL, 32224- 904.821.5200 �'1 1l06-06-2017