HomeMy WebLinkAbout23-6653�� ��I 111iM Jill
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1111711711 11110 M.
Address: 5750 Michigan Ave
TIPTON, MI 49287
Phone: (734) 397-1409
BGR-006653-2023
Issue Date: 07/28/2023
38623 Windflower Avenue
SOLUTIONS LLC
Building Valuation: $3,900.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $3,903.00
Total Fees: $90.00
Amount Paid: $90.00
Date Paid: 7/28/2023 10:46:57AM
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.0,
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
.... r- - cm-- N
T -) Oil
V
114"
OVERALL
HEIGHT
1
To
Anch
Into
84"
SIDEWALL
A
EAVE ELEVATION w/o DOOR
1 SCALE: 3/8" = V-0"
I
I
'1
Mimi
MINIM Min
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J
2
84"
SIDEWALL
72'
3
IL21,
2
314" 314"
-4
EAVE ELEVATION with DOOR
1 SCALE: 3/8" = 1'-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
4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT
EDGES AND 6" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS.
NAIL WITH 2" RING SHANK OR 2" HOT DIPPED GALVANIZED NAILS. FASTENING
IS IN CONFORMANCE WITH R802.3.2.1 FASTENING SCHEDULE OF THE 2020
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
6. IF USING THE LP PROSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST
SPACING MUST GO TO 12" O.C.
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
- 7/16" OSB Roof Panels
31„
2 12
19/32" x 3 Gable Trim 5
2x6SPF
Overhang
/-Metal Corner Trim
4/4 x 3" Horizontal Door Rail
4/4 x 3" Vertical Door Style
- Black T-Handle
4/4 x 3" Vertical Door Trim
3/8" thick 8" o.c. SmartSide
Treated
Wood Floor
OPTIONAL
II
it
2"
41.
--
72"
u
I
II
I
I
i
I
72"
I
l
3
8
21„
2
�
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Ll
I
314" 314"
120"
GABLE ELEVATION with DOOR
1 SCALE: 3/8" = V-0"
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
- 2x6SPF
Overhang
Metal Corner Tril
4/4 x 3" Horizontal Dc
4/4 x 3" Vertical Doo
- Black T-Handle
- 4/4 x 3" Vertical Doc
3/8" thick 8" D.C. Sr
4/4 x 3" Door Trim
Treated
Wood Floor
OPTIONAL
2 x 4 P.T. JOISTS @
OC (TYP) ...
URE JOIST TO
w/ (2) 3" RING
%NK NAILS @
ACH JOIST
2 x 4 P.T. BOND
BOARD (TYP) ...
ECURE BOND @
ORNERS w/ (3) 3"
NG SHANK NAILS
DSB OR CDX TREATED
JOOD OR PROSTRUCT
URE FLOOR DECKING
FLOOR JOISTS w/ 2"
G SHANK NAILS @ 6"
@ EDGES & 6" OC @
RMEDIATE SUPPORTS
x 4 P.T. RUNNERS
TYP) ... TOE NAIL
FLOOR JOIST TO
RUNNER w/ (2) 3"
ING SHANK NAILS
@ EACH JOIST /
RUNNER
INTERSECTION
SEE FLOOR
FOOTING DEATIL
WOOD FLOOR FRAMING
1 SCALE: 3/8" = V-0"
120"
GABLE ELEVATION w/o DOOR
�J MATERIAL NOTES: SCALE: 3/8" = V-0"
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 24/16
3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
MINIMUM 15 LB. FELT PAPER AND METAL DRIP EDGE.
Door pane
& trim
2 x 4 Built Up Header-�
2 x 4 "King" Stud
2 x 4 "Jack" Stud -�
SECURE ROOF DECKING W/2"
RING SHANK NAILS
I I 1
2 x 4 SPF Rafter
1 1 I
2 x 4 SPF Top Plate
I I I
I t ,
3/8" OSB or EZ PANEL Gusse�
GLUED & NAILED wrTH
�14) 2" RING SHANK NAILS
LLAR TIE
SECURE COLLAR TIES
T RAFTERS W/43" RING SHANK
NAILS (2 NAILS EACH RAFTER)
1 I I
7/16" OSB ROOF PANEL ,
I I I
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 10' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
120"
1204" Siding
1331 -" Roof Line
M ROOF FRAMING
1 SCALE: 3/8" = 1'-0"
243"
24" o.c.
Typ.
2x6SPF
OVERHANG
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 2" RING SHANK NAILS
RAFTER SECTION
1 SCALE: 1" = V-0"
0 v A. P-inn
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.
DOOR INSTALL
1 SCALE: 3/8" = V-0"
*** Gable Rafter ***
Flush To Wall Siding 248° 24" 248"
Simpson H2.5A Rafter to Stud w/ *** Gable Rafter ***
(10) 1-1/2" Galy. Joist Nails Flush To Wall Siding
H2.5A
2x4SPF
Collar
Tie 32"
48" 96" Side -
Wall
Dblr
441„ -
2
11„ 114"
2
781"
2
Simpson H2.5A Sill to Stud w/
(10) 1-1/2" Galy. Joist Nails
24"
32° Typ.
202" 32"
ANCHORS
72" Q.C.
AS REQ'D
"REFER TO FLOOR" -
DETAILS BELOW
921 442'
10 A
c EAVE SIDE FRAMING w/o DOOR
1 SCALE: 3/8" = V-0"
24$" 24" 24$' -71
Simpson H2.5A Rafter to Stud w/
(10) 1-1/2" Galy. Joist Nails
H25A
c
m �
a I°
8131, *�
4 LL
r--------------
I 31"
I
I
I
I
I
Simpson LSTA9
I
Stud to Top Plate with
(6) 1-1/2" Galy. Joist Nails
7o-�
I
1
I
21
75"
ORIGINAL DOOR OPENING
*** USE SIDING CUT-OFF AS ***
HEADER FILLER MATERIAL
I
I
f
Simpson SP4
f
I w/ 6-1-1/2" Galv. Joist Nails
f Or Equiv. For Up To 735# UpliftI�Lj
31
2
2 8a 7 4„ 205,
"OPTIONAL" ROLL -UP DOOR FRAMING
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
*** Gable Rafter ***
Flush To Wall Siding
2x4SPF
2 x 4 SPF Top Plate-
2 x 4 SPF Stud -
@ 24" O.C.
3/8" SmartSide - 8" o.c.
Secured With 1-1/2
Ring Shank Nails
5/8" thick Floor Sh
2 x 4 SPF Top Plate
2 x 4 TREATED
Floor Frame
N GABLE SECTION
SCALE: 1-1/2" = 1'-0"
96"
2 x 4 SPF
Collar
48
584" T.P.
Dblr
784" T.P.
Dblr
7"
32 67„ II
11
I I Header I i
II
Simpson II
Stud to Top PI with
(8) 1-1/2" Galy. ist Nails I
I Back Wall I
Framing 11
782
1
Simpson
2.5A Sill to S
d w/
II I� II
II II, II
II II II
II II � it
I I I
II II II
29
(10) 1-1/
a
' Galy. Joist N
N�
I I I
I Simpson SP4
w/ 6-1-1/2' Galy. Joist Nails
_ LL - - Or Equ_"ry - _p -9 --1 Uplift
202' 24" 16" 64" 122'
A01
SCALE: 3/8" = V-0"
5/8" OSB or CDX TREATED PLYWOOD
or PROSTRUCT FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST
W/ 2" RING SHANK NAILS
@ 6" O.C. @ EDGES & W O.C.
@ INTERMEDIATE SUPPORTS
2 x 4 P.T. JOIST @ 16" O.C.
SECURE JOIST TO BOND BOARD
W/2-3" RING SHANK NAILS
@ EACH JOIST
4 X 4 P.T. RUNNERS
T0'6 NAIL FLOOR JOIST
TO RUNNERS W/23" RING
SHANK NAILS @ EACH JOIST/
RUNNER INTERSECTION
PRESSURE TREATED WOOD SHIMS
FOR LEVELING WHEN NECESSARY
USE MINIMUM 2"THICK
SOLID CONCRETE BLOCK
@ 72" O.C. (TYP) @ EACH SKID
EAVE SIDE FRAMING with DOOR
a, �
cc
m
a a 31t
as 2
* Side
li Wall
Dblr
31"
2
SCALE: 318" = V-0"
NOTE:
SHEATHING GRADE 3/8" EZ PANEL
NAILED W/2" RING SHANK NAILS @ 4" O.C. ON ALL SEAMS & TOP &
EZ PANEL USED FOR UPLIFT
&SHEAR CLIPS NOT REQ.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & W O.C.
EXCEPT @ OPENINGS
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
2 X 4 SPF STUD @ 24" O.C.
2 X 4 SPF BOTTOM PLATE
2" NAILS EVERY 3" ANGLED
THRU SHEATHING INTO FLOOR
FRAME
1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
W/ 2"X2"X1/8" FENDER WASHER
2 x 4 P.T. BOND BOARD
8" Min.
30" SINGLE HELIX ANCHOR
Sheathing
MODEL MTE-30 AS MFD.
BYTIEDOWN ENGINEER. ATLANTA, GA.
-.� ,;`,s•';.,•:
WITH IN16"+/-OFCORNERS &72"+/-OCMAX
•• •'
OR AS REQUIRED BY LOCAL CODE
NOTE:
FOR EXTERIOR WALLS GREATER
THAN 8' FLATWISE BLOCKING REQ'D @ PANEL
JOINTS. SECURE BLOCKING W/2-" RING SHANK NAILS
EACH END. PANEL JOINT IN CENTER 1/3 OF WALL
30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD,
WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX.
QUANTITY REQUIRED
4
6
8
10
WOOD FLOOR FOOTING DETAIL
1 SCALE: 1" = V-0"
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 1G WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC.
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
(14) 2" Ring Shank Nails
2 x 4 Gable Connector
* Used As A Nailing Surface
For Gable Panels
1„
ol
3- 9 1„
- 1-Layer 15# Felt
201" blr
2 7/16" OSB Roof Deck
Dbl 2 x 4 SPF Rafter
31a
2
12" 12" 2 x 4 SPF Top Plate
T.P. 96" T.P. T P & Doublers
9
09
67"
Header
Simpson LSTA9 2 x 4 SPF Stud
Stud to Top Plate with
(8) 1-1/2" Galy. Nails
68"
Jack
Stud 3/8" SmartSide - 8" o.c.
Simpson SP4 2 x 4 SPF Bottom Plate
w/ 6-1-1/2" Gaiv. Nails 2 x 4 Treated Floor Framing
Or Equiv. For Up To 735# Uplift
12" .� 16" 16"' 12"
28" 64" 28"
120"
D GABLE FRAMING with DOOR
1 SCALE: 3/8" = V-0"
`2411
24"
921„
2
Dblr
781"
2
Stud
to-„
2
Dblr
24"
Typ.
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
t) 2" Ring Shank Nails
2 x 4 Gable Connector
Bed As A Nailing Surface
For Gable Panels
1-Layer 15# Felt
7/16" OSB Roof Deck
2 x 4 SPF Rafter
1„
2
)Ir
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SmartSide - 8" o.c.
2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Framing
01 10 24" 96"
120"01
GABLE FRAMING with DOOR
1 SCALE: 3/8" = V-0"
ROOFING NOTES:
CONSTRUCTION NOTES:
1. PLYWOOD PANELS SHALL BE INSTALLED
1. APPROVED SHINGLES INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS.
PER MANUFACTURERS INSTRUCTION /
2. ALL HORZ. JOINTS SHALL OCCUR OVER
4 NAILS PER SHINGLE
FRAMING. FLATWISE BLOCKING SHALL
BE USED AT ALL HORZ. PANEL JOINTS.
2. H CLIPS ARE USED BETWEEN
3. PANELS SHALL BE ATTACHED TO BOTTOM
EVERY RAFTER BETWEEN THE UPPER
PLATES &TOP PLATES.
AND LOWER ROOF PANELS.
LOWEST PLATE SHALL BE
ATTACHED TO FOUNDATION (OR BOND
BEAM) W/ RING SHANK NAILS OR CONNECTORS
OF SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN THE PLYWOOD
SHEATHED WALLS
THE SHED IS BEING CONSTRUCTED IN A FLOOD AREA:
ER ASCE 24-14, TO MEET THE REQUIREMENT OF ONE SO. INCH OF VENT ARE
EQUIRED FOR EACH SQ. FT. OF ENCLOSED AREA, (1) 8" X 16" FLOOD VENT C
ACH WALL OR 512 SQ. IN. OF AREA WILL BE PROVIDED.
4. WHERE WINDOWS & DOORS INTERUPT
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
A
I I
29
64"
Door Opening
-05
31n
2
29
11
Typ 32a59
201" y .
2 Typ.
32,
12"
16"
�-
STUD LOCATIONS / DOOR ON GABLE
SCALE: 3/8" = V-0"
A
24"
24" Typ
32202" Typ 16" �( 122
32'
rk-� STUD LOCATIONS / DOOR ON EAVE
FLORIDA APPROVAL CODES:
(Apply as needed)
QUALITY ASSURANCE
EXPERATION DATE
Shingles:
FL 10674.1 (OC)
01/01/2099
FL 10124.1 (GAF)
12/16/2025
FL30310.1 (IKO)
12/31/2024
Siding:
FL9190.1 (LP)
12/31/2030
Underlay:
FL 10626.1 (GAF)
12/31/2024
FL 9777.1 (OC)
12/31/2024
Windows:
FL 17676.1 (MIWD)
12/31/2023
Rollup Door: FL 12765.7 (Janus)
12/31/2023
Vinyl Siding:
FL 12500.1 (Nor)
12/31/2023
FL 15275.5 (Alside)
12/31/2023
Vinyl Soffit:
FL 15272.2 (Alside)
12/31/2023
Simpson:
H2.5A
FL 10456.7
12/8/2023
LSTA9
FL 10456.15
12/8/2023
SP4
FL 10456.30
12/8/2023
SCALE: 3/8" = V-0"
1203"
4
Overall
120"
Framing
all
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY ()F �EPHY.R.HR k�
ORDINANCES
R V1E\N' D
L 2 6 2023
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