1685 SELVA MARINA DR - SHED DRAWINGS114"
)VERALL
HEIGHT
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
7/16" OSB Roof P
19/32" x 3 Gable'
2 x 6 SPIF
able-
2x6SPF
- Overhang
Metal Corner Trin
i
4/4 x 3" Horizontal Do
4/4 x 3" Vertical Door
Black T -Handle
4/4 x 3" Vertical Doo
3/8" thick 8" o.c. Sn
Treated
Wood Floor
OPTIONAL
A
A EAVE ELEVATION w/o DOOR
1 SCALE: 3/8" = V-0"
*** Gable Rafter ***_
Flush To Wall Siding, 24$" 24"
31,"
2
ANCHORS
72" O.C.
AS REQ'D -
:FER TO FLOOR "
144" L DETAILS BELOW
B GABLE ELEVATION with DOOR
SCALE: 3/8" = V-0"
1
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
7/16" OSB Roof
- -_- _ - - - 19/32" x 3 Gable'
2 x 6 SPF
- - - -- - - -- ---- Overhang
1 72
114" i Metal Corner Trin
OVERALL 1
HEIGHT
j 4/4 x 3" Horizontal Do
4/4 x 3" Vertical Door
Q I \
84"
-� Black T -Handle
SIDE
„I' " Vertical Doo
WALL 72"1 4/4 x 3
3/8" thick 8" o.c. Sn
i II!
/ 8„ I Treated
1.,
Wood Floor
/ OPTIONAL
314„ 314„
144"
F EAVE ELEVATION with DOOR
1 SCALE: 3/8" = V-0"
GENERAL NOTES:
1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY, NOTIFY
THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM THESE
DRAWINGS MUST BE APPROVED BY THE ENGINEER
2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F.
3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
OA 4. NAILING PATTERN FORK ALLLINTEOOR RMEDNATE®OF SHEATHING EAMS FOR WALLSOAND FLOORS.
EDGES AND 12 O.C. O
NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING
IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2014
FLORIDA BUILDING CODE
5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE
FOLLOWING APPLIES:
1) USE EDGE CLIPS IF LOWER PANEL IS OVER 12 INCHES WIDE
2) USE BLOCKING IF LOWER PANEL IS LESS THAN 12 INCHES WIDE
U 6. IF USING THE LP PROSTRUCT FLOOR SYSTEM W/ SMARTFINlSH, FLOOR JOIST
SPACING MUST GO TO 12" O.C.
Y
U
C0
cc
m
06
rn
CC
O
U
Q
Z
w
ILL!
m
Z
a_
i0
144"
G GABLE ELEVATION w/o DOOR
1 SCALE: 3/8" = V-0"
2 x 4 P.T. JOISTS @
3_„ o
2
922„ 11, 442„
Dblr Dblr
16" OC (TYP) ...
Flush Gable Panel
SECURE JOIST TON.
To Top Of Rafter
4811
SILL w/ (2) 16d RING
5/8" thick Gable Trim
2
SHANK NAILS @
I
32' I
I
T.P.
EACH JOIST
cc Co
II
II
2 x 4 P.T. BOND
Collar
FRAME
BOARD (TYP) ...
9" 67°
II
SECURE BOND @
48"
CZ '�
Header
CORNERS w/ (3) 16d
__
I
RING SHANK NAILS
11,
14616
I
I
SAND OR GRAVEL
784" T.P.
I 761„ !
21
SEE NOTE 4
Roof
II
Line
II
I
OSB OR CDX
Simpson SP4
w/ 6-8d 1-1/2" Galv. Joist Nails
Or Equiv. For Up To 735# Uplift
I I
I I
TREATED PLYWOOD or
2
I
PROSTRUCT ...
144" ! I
SECURE FLOOR
DECKING TO FLOOR
JOISTS w/ 8d RING
SHANK NAILS @ 6" OC
@ EDGES & 12" OC @
INTERMEDIATE
SUPPORTS
4 x 4 P.T. RUNNERS
(TYP) ... TOE NAIL
FLOOR JOIST TO
RUNNER w/ (2) 16d
RING SHANK NAILS
@ EACH JOIST /
RUNNER _
INTERSECTION
16" Max. � - 14111v
To First Helix SEE FLOOR
Anchor Screwed Treated Joists FOOTING DEATIL
Into Floor Joist 144"
L WOOD FLOOR FRAMING
1 SCALE: 3/8" = V-0"
2x4SPF
Collar
Tie
Simpson H2.5A Rafter to Stud w/
r-- A
EAVE SIDE FRAMING w/o DOOR
SCALE: 3/8" = V-0"
x 4 Built Up Header -
2 x 4 "King" Stud -
2 x 4 "Jack" Stud -
MATERIAL NOTES:
- ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
- ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
APA SPECIFICATIONS.
- ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET
THE APPLICABLE CODES.
- ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
- 7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
- 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
*** Gable Rafter ***
Flush To Wall Siding
31,
2
Side -
Wall
Dblr G
114"
31„
2
813„ L \\
3/8" OSB or EZ PANEL Guss(
- GLUED & NAILED with
(14) 4d 1-1 /2" Ring Shank Nail
2 x 4 Gable Connectors
* Used As A Nailing Surfac
For Gable Panels
32" 1 -Layer 15# Felt
1 7/16" OSB Roof Deck
3258 „ 784„ 32a"
'I
®PTI® NAL" ROLL -UP DOOR FRAMING
2x4SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2x4SPF Stud
318" SmartSide
2 x 4 SPF Bottom Plate
x 4 Treated Floor Framl
24" 16" 16" 24"
40" 64" 40'
144"
D GABLE FRAMING with DOOR
1 SCALE: 3/8" = V-0"
1442"
243„ 24„ 243„
8 8
Simpson H2.5A Rafter to Stud w/
(10) 8d 1-1 /2" Galv. Joist Nails
I)
3_„ o
2
922„ 11, 442„
Dblr Dblr
4
Flush Gable Panel
H2.5A
To Top Of Rafter
4811
2 X 4 SPF BOTTOM PLATE
5/8" thick Gable Trim
2
96°' T.P.
I
32' I
I
T.P.
2x4SPF
cc Co
OR FIBERMESH
I I
Simpson LSTA9
Collar
FRAME
m
9" 67°
Stud to Top Plate with
I
48"
CZ '�
Header
__
I
Simpson LSTA9
Stud to Top Plate with
(8) 8d Galv. 1-1/2" Joist Notes
584„ T.P.F
SAND OR GRAVEL
784" T.P.
I 761„ !
21
SEE NOTE 4
o
•
68"
Jack
Stud
4:
I
ORIGINAL DOOR OPENING
Simpson SP4
w/ 6-8d 1-1/2" Galv. Joist Nails
Or Equiv. For Up To 735# Uplift
2
MODEL MTE-30 AS MFD.
*** USE SIDING CUT-OFF AS ***
3258 „ 784„ 32a"
'I
®PTI® NAL" ROLL -UP DOOR FRAMING
2x4SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2x4SPF Stud
318" SmartSide
2 x 4 SPF Bottom Plate
x 4 Treated Floor Framl
24" 16" 16" 24"
40" 64" 40'
144"
D GABLE FRAMING with DOOR
1 SCALE: 3/8" = V-0"
1442"
243„ 24„ 243„
8 8
Simpson H2.5A Rafter to Stud w/
(10) 8d 1-1 /2" Galv. Joist Nails
I)
Gable Panel
*** NOTE ***
4
Flush Gable Panel
H2.5A
To Top Of Rafter
7 -------- -I
2 X 4 SPF BOTTOM PLATE
5/8" thick Gable Trim
2
v
I
32' I
I
.c.
2x4SPF
cc Co
OR FIBERMESH
I I
Simpson LSTA9
Collar
FRAME
m
Stud to Top Plate with
Tie
48"
CZ '�
Dblr
__
(8) 8d Galv. 1-1/2" Joist Notes
584„ T.P.F
SAND OR GRAVEL
784" T.P.
I 761„ !
21
SEE NOTE 4
7511
4:
I
ORIGINAL DOOR OPENING
30" SINGLE HELIX ANCHOR
Sheathing
MODEL MTE-30 AS MFD.
*** USE SIDING CUT-OFF AS ***
BY TIEDOWN ENGINEER. ATLANTA, GA.
i HEADER FILLER MATERIAL
I I
*
WITH IN 16" +/- OF CORNERS & 72" +/- OC MAX.
I I
Simpson SP4
*
OR AS REQUIRED BY LOCAL CODE
w/ 6-8d 1-1/2" Galv. Joist Nails
30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
Or Equiv. For Up To 735# Uplift
- , - � . Fri -
3258 „ 784„ 32a"
'I
®PTI® NAL" ROLL -UP DOOR FRAMING
2x4SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2x4SPF Stud
318" SmartSide
2 x 4 SPF Bottom Plate
x 4 Treated Floor Framl
24" 16" 16" 24"
40" 64" 40'
144"
D GABLE FRAMING with DOOR
1 SCALE: 3/8" = V-0"
1442"
243„ 24„ 243„
8 8
Simpson H2.5A Rafter to Stud w/
(10) 8d 1-1 /2" Galv. Joist Nails
I)
Gable Panel
*** NOTE ***
4
Flush Gable Panel
H2.5A
To Top Of Rafter
2 X 4 SPF BOTTOM PLATE
5/8" thick Gable Trim
2
v
Tv
.c.
2x4SPF
cc Co
OR FIBERMESH
Collar
FRAME
m
96°,
Tie
48"
CZ '�
Dblr
__
Dblr
584„ T.P.F
SAND OR GRAVEL
784" T.P.
2 x 4 P.T. BOND BOARD
SEE NOTE 4
ILL
4:
to
201" yp4�
2 Ty.
31,
2
C
;.B
(�
15 0 31„
CZ ¢- 2
0 Side
*,< U_ Wall
7"
I 32
67"
1 Header II
Simpson LST�9
Stud to Top Pla ei with
1(8) 8d Galv. 1-1/2" J ist Notes
Back Wall 7$2
II II Framing
II ; I it
II II it
II II � it
- II I II
I II I
Si pson SP4
w/ 6-8d 1-1/2" Galv. Joist Nails
Or EquiY,F�t UP -To 735# Uplift�,� - _-
32 201 �° 4
2 4- 24°' 16„ - 64" 122„ 32„
144"
EAVE SIDE FRAMING with DOOR
U SCALE: 3/8" V-0" 1 SCALE: 3/8" = V-0"
\1
3/8" thick Gusset
2 x 4 SPF Rafter
SECURE ROOF DECKING W/8d
RING SHANK NAILS
� I I
I
Q x 4 SPF Rafter I '
, I I
fI 2 x 4 SPF Tbp Plate
i 3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 4d 1.1/2" RING SHANK NAILS
3/8" thick No Groove
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEE I OR EXCEED APPLICABLE LOCAL CODES.
144"
lo
1444" Siding
15711 fi" Roof Line
M ROOF FRAMING
1 SCALE: 3/8'. = 1'-0"
2 x 4 SPF Doubler
2td'6SPF
2 x 4 SPF Top Plate
2 x 4 SPF Stud
@ 24" O.C.
3/8" SmartSide - 8" o.c.
Secured With 8d
Ring Shank Nails
5/8" thick Floor Sheathing
5/8" OSB or CDX TREATED PLYWOOD OR
PROSTRUCT FLOOR DECK
SECURE FLOOR DECKING
FLOOR JOIST NOTE: SHEATHING GRADE 318" EZ PANEL
TO
TO F RING SHANK NAILS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP &
BOTTOM EDGE (TOP &BOTTOM OF OPENINGS) & 12" O.C.
@ 6" O.C. @ EDGES & 12" O.C. & SHEAR CLIPS NOT REQ.
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO BARS
@ INTERMEDIATE SUPPORTS EXCEPT @5D OPENINGS @SIDE B BY SIDE -
2 x 4 P.T. JOIST @ 16" O.C.
SECURE JOIST TO BOND BOARD
W/2 -16d RING SHANK NAILS
@ EACH JOIST
4 X 4 P.T. RUNNERS
TOE NAIL FLOOR JOIST I
TO RUNNERS W/2 -12d RING
SHANK NAILS @ EACH JOIST/
RUNNER INTERSECTION
PRESSURE TREATED WOOD SHIM'
FOR LEVELING WHEN NECESSAR
Gable Panel
*** NOTE ***
4
Flush Gable Panel
24 "
To Top Of Rafter
2 X 4 SPF BOTTOM PLATE
5/8" thick Gable Trim
2
Tv
.c.
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEE I OR EXCEED APPLICABLE LOCAL CODES.
144"
lo
1444" Siding
15711 fi" Roof Line
M ROOF FRAMING
1 SCALE: 3/8'. = 1'-0"
2 x 4 SPF Doubler
2td'6SPF
2 x 4 SPF Top Plate
2 x 4 SPF Stud
@ 24" O.C.
3/8" SmartSide - 8" o.c.
Secured With 8d
Ring Shank Nails
5/8" thick Floor Sheathing
5/8" OSB or CDX TREATED PLYWOOD OR
PROSTRUCT FLOOR DECK
SECURE FLOOR DECKING
FLOOR JOIST NOTE: SHEATHING GRADE 318" EZ PANEL
TO
TO F RING SHANK NAILS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP &
BOTTOM EDGE (TOP &BOTTOM OF OPENINGS) & 12" O.C.
@ 6" O.C. @ EDGES & 12" O.C. & SHEAR CLIPS NOT REQ.
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO BARS
@ INTERMEDIATE SUPPORTS EXCEPT @5D OPENINGS @SIDE B BY SIDE -
2 x 4 P.T. JOIST @ 16" O.C.
SECURE JOIST TO BOND BOARD
W/2 -16d RING SHANK NAILS
@ EACH JOIST
4 X 4 P.T. RUNNERS
TOE NAIL FLOOR JOIST I
TO RUNNERS W/2 -12d RING
SHANK NAILS @ EACH JOIST/
RUNNER INTERSECTION
PRESSURE TREATED WOOD SHIM'
FOR LEVELING WHEN NECESSAR
I.
2"X12"X12"ORS"x16"x4' (-
SOLID CONCRETE BLOCK
@ 72" O.C. (TYP) @ EACH SKID
NOTE:
FOR EXTERIOR WALLS GREATER
THAN 8' FLATWISE BLOCKING REQ'D @ PANEL
Rafter *** JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS
30" SINGLE HELIX ANCHOR MODEL MTE-3 AS MFD.
WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX.
QUANTITY REQUIRED
4
2X4SPF STUD @24"O.C.
8
10
2 X 4 SPF BOTTOM PLATE
4" CONCRETE
2" NAILS EVERY 3"
6X6 10/10 WIRE MESH
ANGLED INTO FLOOR
OR FIBERMESH
FRAME
1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
W/ 2"X2"X1/8" FENDER WASHER
4" COMPACTED
SAND OR GRAVEL
2 x 4 P.T. BOND BOARD
SEE NOTE 4
8" Min.
to
30" SINGLE HELIX ANCHOR
Sheathing
MODEL MTE-30 AS MFD.
BY TIEDOWN ENGINEER. ATLANTA, GA.
*
WITH IN 16" +/- OF CORNERS & 72" +/- OC MAX.
*
OR AS REQUIRED BY LOCAL CODE
30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
- , - � . Fri -
I.
2"X12"X12"ORS"x16"x4' (-
SOLID CONCRETE BLOCK
@ 72" O.C. (TYP) @ EACH SKID
NOTE:
FOR EXTERIOR WALLS GREATER
THAN 8' FLATWISE BLOCKING REQ'D @ PANEL
Rafter *** JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS
30" SINGLE HELIX ANCHOR MODEL MTE-3 AS MFD.
WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX.
QUANTITY REQUIRED
4
6
8
10
L
1444"
Overal
144"
Framing
24"
202„'I 32
SCALE: 3/8" = V-0"
144or
4"
Overall 144"
op
24„ Framing
24" Typ
31, 261_„ T 4" 16' -�'
2 yp°
1444„
Overall
144"
Framing
121' I
2
31"
2
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
1) 4d 1-1/2" Ring Shank Nails
2 x 4 Gable Connector
sed As A Nailing Surface
For Gable Panels
1 -Layer 15# Felt
7/16" OSB Roof Deck
2 x 4 SPF Rafter
2 x 4 SPF Top Plate
& Doublers
144"
J GABLE FRAMING w/o DOOR
1 SCALE: 3/8" = V-0"
ti
SHEATHING GRADE 3/8" EZ PANEL
NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP & BOTTOM
EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
@ INTERMEDIATE SUPPORTS.
NOTE: _ (FOR SHEARWALL VALUE)
EZ PANEL USED FOR UPLIFT 2'X 4 SPF STUD @ 24" O.C.
& SHEAR CLIPS NOT REQ.
EXCEPT @ OPENINGS 1/2" WEDGE ANCHOR BOLT 72" O.C. 8-1/2" LONG
(...or other approved fastener...)
2 X 4 SPF BOTTOM PLATE
2 X 4 P.T. SILL PLATE
2" RING SHANK NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/2" FROM EDGE
- - - - - - - Q - V� 8" Min. to Sheathing
12" Mininnium
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND
SEE NOTE 1 12" ---�'
2 x 4 SPF Stud
3/8" SmartSide - 8" o.c. Door panel
& trim
2 x 4 SPF Bottom Plate
? x 4 Treated Floor Framing
SCALE: 3/8" = V-0"
2411
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 4d 1-1/2" RING SHANK NAILS
Q RAFTER SECTION
1 SCALE: 1" = V-0"
7 v A Frnminn
Secure door hinge board from
nside using (6) 1" c'sink screws.
Typical both sides of doors.
Shed panel
Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
P DOOR INSTALL
1 SCALE: 3/8" = V-0"
SHEATHING GRADE 3/8" EZ PANEL
NOTE: NAILED W/8d RING SHANK NAILS @ 6" O.C. TOP & BOTTOM
EZ PANEL USED FOR UPLIFT EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
&SHEAR CLIPS NOT REQ. @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EXCEPT @ OPENINGS
2 x 4 P.T. JOISTS @ 16" O.C. 2 X 4 SPF STUD @ 24" O.C.
_ 2 X 4 SPF BOTTOM PLATE
EXISTING CONCRETE SLAB
1/2" LAG SCREW
3/4"THROUGH BOLT
4 X 4 P.T. RUNNERS SIMPSON #HD5B CONNECTOR
TOE NAIL FLOOR JOIST v
TO RUNNERS W/2 -12d RING 1/2" WEDGE ANCHOR BOLT 72" O.C. 5" LONG
(...or other approved fastener...)
PRESSURE TREATED WOOD SHIMS
FOR LEVELING WHEN NECESSARY
Vall SidingEACH END. PANEL JOINT IN CENTER 1/3 OF WALL
CONCRETE SLAB DETAIL T WOOD FLOOR ON EXIS NG CONCRETE SLAB DETAIL
WOOD FLOOR FOOTING DETAIL -
SCALE: ONOLI HIC CONCR SCALE:1"=
SCALE: 1" = 1'-0" 1 SCALE: 1" = 1' 0" 1
L
WOOD FLOOR FOOTING NOTES: MONOLITHIC SLAB FOOTING NOTES: CONSTRUCTION NOTES: WOOD FLOOR 0 SLAB FOOTING NOTES:
1. WHEN MONOLITHIC SLAB IS USED, THIS 1. WHEN FLOOR FRAMING IS USED. THIS 1. PLYWOOD PANELS SHALL BE INSTALLED 1. ALL MATERIALS AN LABOR SHALL MEET OR
MONOLITHIC SLAB IS NOT REQUIRED W/ FACE GRAIN PARALLEL TO STUDS. EXCEED APPLICABL LOCAL CODES.
FLOOR FRAMING IS NOT REQUIRED EVIEWED FOR CODE COMPLIANCE
-
2.
NOTES: 2. ALL HORZ. JOINTS SHALL OCCUR OVER
2. ALL MATERIALS AND LABOR SHALL MEET OR 2, ALL MATERIALS AND LABOR SHALL MEET OR FRAMING, FLATWISE BLOCKING SHALL„ATLANTIC
EXCEED APPLICABLE LOCAL CODES. EXCEED APPLICABLE LOCAL CODES. °� ��� � BEACH
1. APPROVED SHINGLES INSTALLED BE USED AT ALL HORZ. PANEL JOINTS.
3. ALL LUMBER TO BE NO.2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION / 3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED 3, PANELS SHALL BE ATTACHED TO BOTTOM SEE �E REQUIREMENTS
ADDITIONALIO
PINE FIR OR EQUIVALENT 4 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES, MATERIAL TO BE PLATES & TOP PLATES. �E'IBEEt ASB Ct)Nt3Ti{3NS
4. THIS FLOOR FRAMING PLAN IS FOR THE 3000 PSI CONCRETE, A615 GRADE 60 REBAR, LOWEST PLATE SHALL BE
2. H CLIPS ARE USED BETWEEN A36 A.B., MIN. REBAR LAP = 20". ATTACHED TO FOUNDATION (OR BOND f EVII AWED BY. C2�
BACKYARD PRODUCTS, LLC 12' WIDE GABLE -BEAM) W/ RING SHANK NAILS OR CONNECTORS OF DATE• �~
MODIFICATION EVERY RAFTER BETWEEN THE UPPER 4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE SUFFICIENT CAPACITY TO RESIST THE
ANY DEVIATION OR MO
IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. � UPLIFT DEVELOPED IN THE PLYWOOD
BACKYARD PRODUCTS, LLC 12' WIDE GABLE SHEATHED WALLS.,
5. IN THE EVENT OF A DIMENSIONAL OR ANY DEVIATION AND MODIFICATION
MATERIAL DISCREPANCY, NOTIFY BACKYARD IS STRICTLY PROHIBITED, 4. WHERE WINDOWS &DOORS iNTERUPT ,
PLYWOOD SHEATHING, FRAMING ANCHORS � ((� � j _��
PRODUCTS, LLC. 5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL BE OR CONNECTORS SHALL BE USED TO l. -f
TREATED FOR TERMITES PRIOR TO BUILDING INSPECTION RESIST THE APPROPRIATE UPLIFT LOA
DESIGN CRITERIA: FBC 6th Edition (2017) ReVISIOn TO WHOM I7-, CONCERN: FLORIDA CLASSIC GABLE
Rev. Date By Richard Ko . ,' THIS STRUCTURE IS
GENERAL NOTE REVISED, ALL NAIL NOTES UPDATED DESIGNED IN CONFORMANCE
'd Flr. Live Ld. /Wood S 36 Roof Live Load (psf) 36 A 6/11/2012 DWW 71�'` IiRPll 4A WITH SECTION 1609 OF THE C
140 (p TO INCLUDE 'RING SHANK', H2.5 UPDATED TO H2.5A MI -48346 FBC 6th EDITION (2017) PRODUCTS, LLC.
12 W I D E
ADDED TERMITE TREATMENT NOTES TO MONOL ,HIC i. ` 48, 325 33G - FLORIDA BUILDING CODE FOR A 4g„,
Flr. Dead Ld. /Wood (psf) 6 Roof Dead Load (psf) 6 B 3/23/2016 JD CONCRETE SLAB NOTES a (248) 620-4515 FAX wlNo LOADS. BizE ADDRESS DWG BY. Ken Sutter Last Revision
y D Moor Ternes Dr. August 21, 2015
�<,�"°� Monroe, MI 48162 EDITS BY, Douglas Weekly
�d DeSlgn Wind Pressure FLORIDAILF REG. # 31659
42 Wall Dead Load (psf) 3 C 2 /17/2017 KS ADDED PRO STRUCT FLOOR NOTE SCALE As Noted (734) 242 6900 SHEET
108 On Openings (psf) of 1
l��th_Dlm. "A" 12'-0" Base 16'-0" 20'-0" 24'-0"
Comp.& Clad. Design 42 MATERIALS: D 10/18/2017 JTB NEW EDITION NOTES Cada style --- CLASSIC GABLE
0.55 Pressure (psf)
Roof Sheathing: 7/16 Rated 2410. 12'-0" wide by:
Wall Sheathin 3/8" Sidin Rated 24/0 (7-0" Side Wrails ON01 FLA
1 9 g
_ Ultimate Design wlr
2 x 4 SPF Top Plate Seed mph)
Wind Exposure
2 x 4 TREATED Nominal Design Wil
Floor Frame Speed (mph)
N GABLE SECTION Int. Pressure Coef.
1 SCALE: 1-1/2" = 1'-0" Risk Category