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OVERALL TM
HEIGHT 7
8411
SIDE
WALL
N
i I
A
n EAVE ELEVATION w/o DOOR__
1 SCALE: 3/8"- 1'-0'
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
(4) 1-1/4" ROOFING NAILS
CLUDED WITH KIT ***
/16. OSB Root Panels
9/32" x 3 Gable
2x6SPF
Overhang
Aetal Corner Tri
3" Horizontal Do
3" Vertical D
Black T-Handl
( 3' Vertical Doo
thick 8" D.C. S
Treated
Wood Floor
OPTIONAL
Door
32„
12
*** Gable Raft-, ***
Flush To Wall
Trim
c
m
u
\\
or Rail
72'',
a GABLE ELEVATION with DOOR
1 SCALE: 318" = 1'-0'
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4' ROOFING NAILS
*** NOT INCLUDED WITH 10T ***
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
4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6' O.C. AT
EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS.
NAIL WITH Bid RING SHANK OR Bd 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
7/16" OSB Roof Panels
19/32' x 3 Gable Trim
2x6SPF
Overhang
Metal Comer Trim
Black T-Handle
3/8" thick 8" o.c. SmartSide
Treated ._.
Wood Floor -�
OPTIONAL
ANCHI
72" C
AS RE
REFER TC
DETAILS
NOR 5
G
1'I
144"
n GABLE ELEVATION w/o DOOR
1 SCALE: 3/8"- VHO'
2 x 4 P.T. JOISTS @
16" OC (TYP) ...
SECURE JOIST TO
-
SILLw/ (2) 16d RING
SHANK NAILS @
EACH JOIST
2 x 4 P.T. BOND
BOARD (TYP) ...
SECURE BOND @
CORNERS w/ (3) 16d
RING SHANK NAILS
146,6"
Roof
Line
OSB OR COX
TREATED PLYWOOD ...
SECURE FLOOR
1,
DECKING TO FLOOR
JOISTS w/ Sd 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) 18d
RING SHANK NAILS
@ EACH JOIST /
RUNNER
INTERSECTION -
To First Helix
Anchor Screwed 141" SEE FLOOR
Into Floor Joist Treated Joists FOOTING DEATIL
Along Each Wall 144"
L WOOD FLOOR FRAMING
1 SCALE: 3/a' = V.D'
19
Simpson H2.5A Rafter to Stud w/
(10) ad 1-1/2" Galy. Joist Nails
243.
H2.5A
1
16" 16„
Typ.
EAVE SIDE FRAMING w/o DOOR
1 SCALE: 3/8" = V-D'
2 x 4 Built Up
2 x 4 "King"
x 4 "Jack
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
SECURE ROOF DECKING W/8D
RING SHANK NAILS
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12 WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
144"
1442" Siding
15716' Roof Line
n ROOF FRAMING
1 SCALE: 3/8' = VHU'
*** Gable Rafter ***
Flush To Wall Siding
114"
31„
2
Side -
Wall
Dblr
SP4
D GABLE FRAMING with DOOR
1 SCALE: 30- V O"
32R„ 3r85
11r)PTIMIA1 11 Rr)I 1 _1 IP I nnP PPAKAINf;
3/8" thick Gusset
2 x 4 SPF Rafter
3/8" thick No Groove
Gable Panel
*** NOTE ***
Flush Gable Panel
To Top Of Rafter
5/8" thick Gable Trim
2 x 4 SPF Doubler
2 x 4 SPF Top Plate
2 x 4 SPF Stud
@ 24" O.C.
3/8" SmartSide - 8" o.c.
Secured With Bid
Ring Shank Nails
o/8" thick Floor Sheathing
SCALE: 3/8' = 1'-7
16"
TYp• A
3/8" OSB or EZ PANEL Gusset 16"
"JET &NAILED with
1-1/2" Ring Shank Nails Typ'
x 4 Gable Connectors
Retl 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
2 x 4 SPF Stud
1/8" SmartSide - W o.c.
x 4 SPF Bottom Plate
4 Treated Floor Framing 16"
Typ.
2
5/B" OSB or COX TREATED PLYWOOD
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOISr
NOTE:
SHEATHING GRADE 3/8' EZ PANEL
W/Sd RING SHANK NAILS
EZ PANEL USED FOR UPLIFT
NAILED W/BC RING SHANK NAILS 8'O.C. ONALLSEAMS&TOP&
@ B" O.C. @ EDGES 812" O.C.
& SHEAR CUPS NOT REQ.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C.
@ INTERMEDIATE SUPPORTS
EXCEPT OPENINGS
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALLVALUE)
2 X 4 SPF STUD @ 24. O.C.
2 x 4 P.T. JOIST @ 16. O.0
2 x 4 SPF BOTTOM PLATE
SECURE JOIST TO BOND BOARD
2" NAILS EVERY 3"
W@-108 RING SHANK NAIIS
ANGLED INTO FLOOR
@ EACH JOIST
FRAME
1/2X 2.1/'2- LAG SCREW INTO FLOOR JOIST
W/ 2'X2"x1/W FENDER WASHER
4 x 4 P.T. RUNNERS
8'Min
2 x 4 P.T. BOND BOARD
TOE NAIL FLOOR JOIST
to
TO RUNNERS W/2-12C RING
Sheathing
HELIX
SHANK NAILS @ EACH JOIST/
ASMFDOR
MODELGUE
RUNNER INTERSECTION
BYTIEDOWN ENGINEER. ATLANTAA G
4 s'.'. }y;;
WITH IN 24"+1. OF CORNERS &7Y+/-DC MAX.
OR AS REQUIRED BY LOCAL CODE
-
30 DEGREES TO VERTICAL IN THIS PLANE ITYPI
SU PRESRE TREATED WOOD SHIMS
-
FOR LEVEUNG WHEN NECESSARY
rx1rX1r ORrx1'x4"
--
SOuDCONCRETEBLOCK
= ,N
@ 72" O.C. (TYP) @ EACH SKID
NOTE
FOR EXTERIOR WALLS GREATER
***
THAN B FLATWISE BLOCKING REO'D @ PANEL
JOINTS. SECURE BLOCKING W2-IW RING SHANK NAILS
12„ 1
Typ.
31x
Side
Wall
Dblr
� N Simpson SP4
�OEquiv. For Up To 735# UpNH
30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
WITH IN 24' +/- OF CORNERS & 72" +/- OC MAX.
QUANTITY REQUIRED
4
6
8
10
Jing EACH END. PANEL JOINT IN CEN1 ER 1 J OF WALL
n WOOD FLOOR FOOTING DETAIL
\ i / SCALE: V = Vc'
� / WOOD FLOOR FOOTING NOTES:
1. WHEN MONOLITHIC SLAB IS USED, THIS
FLOOR FRAMING IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
3. ALL LUMBER TO BE NO.2 GRADE SPRUCE
PINE FIR OR EQUIVALENT
4. THIS FLOOR FRAMING PLAN IS FOR THE
BACKYARD PRODUCTS, LLC 12 WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC.
2 x 4 SPF Top Plate Speed (mph
Wind Exposure
2 x 4 TREATED Nominal Design Wii
Floor Frame Speed (mph)
N GABLE SECTION Int. Pressure Coef.
1 SCALE: 1-1/2"= VHV Risk Category
ROOFING NOTES:
1. APPROVED SHINGLES INSTALLED
PER MANUFACTURERS INSTRUCTION/
4 NAILS PER SHINGLE
2. H CLIPS ARE USED BETWEEN
EVERY RAFTER BETWEEN THE UPPER
AND LOWER ROOF PANELS.
_Jc 16"
TYp•
1444"
Overa
144"
Framing
WA
16"
16"
Typ. 2 32
ON GABLE
SCALE: 3/8" = V-0"
1442"
Overall 144"
16„ Framing
16" *Typ
11
1 1 16"
�2 TYP16" .� 16"
n STUD LOCATIONS / DOOR ON
1 SCAU
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
(14) 4d 1-1/2" Ring Shank Nails
�(
2 x 4 Gable Connector
Used As A Nailing Surface
48"
For Gable Panels
7 -Layer 15# Felt
D
7/16" OSB Roof Deck
ff
18�"
2 x 4 SPF Rafter
9 2
Dblr
8
44z
Dblr
48"
T.P.
1
IF
96"
T.P
782"
Stud
16"
Typ
16"
2
48' 96"
144"
J GABLE FRAMING w/o DOOR
1 SCALE: 3/8" = 1'-0'
DESIGN CRITERIA: FBC 5th Edition (2014)
Rev.
Date
By
Revision '
150
Fir. Live Ld. / Wood (pSO
36
Roof Live Load (psf)
36
A
6/11/20,
DWW
GEN RAL TER S ALL NAIL NOTE 7 [
TO INCLUDE'RING SHANK', H2.5 UPDATED TO H2.5A
B
Fir. Dead Ld. / Wood (psf)
6
Roof Dead Load (psf)
6
B
3/23/2016
JD
ADDED TERMITE
CONCRETES B NOTES ENT NOTES TO MONOLITH
108
n Openinngs (psf) ressure
On Op
42
Wall Dead Load (lost)
3
0.55
amp. Is . eslgn
Pressure (psi)
42
MATERIALS:
Roof Sheathing: 7/16" Rated 24/0
1
1 Wall Sheathing: 3/8" Sidina Rated 24/0
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SmartSide - 8" D.C. Door
&1
2 x 4 /ottom Plate
x 4 7r._� J Floor Framing
24" -
3/8" OSB or EZ PANEL 1
GLUED & NAILED WI
(14) 4d 1-1/2" RING SHAI
o RAFTER SE(
1 sc,
2 x 4 FrP^'ng
Secure dk
inside us!
Typical N
Shed par
Mount di
Typical
(3) 3" l t
n DOOR INr-
J SCAL
THESE PLANS AND ALL PROP
ARE SUBJECT TO ANY COR
{ EQUIPED RY. FIELD INSPEC
MAY BE NECESSARY IN QI
COMPLY WITH A' L AOLICAE
3U - cited
sT. LrcIPrnr•� RrII T1P;r--,
REVIFN1 tEi FUR C 1'PLIAI�CE
DATE
PLANS A:ND PEP-111T MUST BE 1
0__'10 E\SPECTION W LL BE A'
CONSTRUCTION NOTES:
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS.
2. ALL HORZ. JOINTS SHALL OCCUR OVER
FRAMING. FLATWISE BLOCKING SHALL
BE USED AT ALL HORZ. PANEL JOINTS.
3. PANELS SHALL BE ATTACHED TO BOTTOM
PLATES & TOP PLATES.
LOWEST PLATE SHALL BE
ATTACHED TO FOUNDATION (OR BOND
F1 - -
BEAM) W/ RING SHANK NAILS OR CONNECTORS
OF -
SUFFICIENTCAPACITYTORESISTTHE
UPLIFT DEVELOPED IN THE PLYWOOD
SHEATHED WALLS.
4. WHERE WINDOWS & DOORS INTERUPT
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
�L
chard Kozlowicz, P.E.
TO °°"°ER
THIS s CTURE IS
FLORIDA CLAS
7162 GLENBURNIE LANE
DESIGNED INN 16N CONFORMANCE
WITH SECTION OF THE
BACKYARD
1 2' W I C
CLARKSTON, MI �4B346-
ON (
FBC SB EDITION
PRODUCTS, LLC.
I L
('48)525335i
FLORIDA BUILDING CODE FOR
ODE
® IP""SPin
(24818204515 FAx
WIND LOADS.
M�41'�T,MIIII
sff.
A"Ix,Eb"
1"To Dr.
toOwo.,
UM BY. Kan
FLORIDA REG. #W659
kg
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MI
MI 4016z
E""e ev. Marc
.
As Noted
(734)24,
Depth Dim. "A"
12'-0" Base
16-0"
20'-0"
2W-O"
Gable Style
12-0" wide by