HomeMy WebLinkAbout23-6652Address: 4221 Waterview Dr
VICKSBURG, MI 49097
Hill=
Building Valuation: $3,818.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $3,821.00
Total Fees: $90.00
Amount Paid: $90.00
Date Paid: 7/28/2023 10:46:57AM
BGR-006652-2023
Issue Date: 07/28/2023
SOLUTIONS LLC
A
INNINNOM V1116
MW W. 0 Miss 110111100,11 N 11 ON" 1,01 NONNI 2
!F1.141 MORINO
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.O.
NO OCCUPANCY BEFORE C.O.
1A
CONTRACTOR SIGNATU PE IT OFFICEU
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOJ
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT C1RD FROM WEATHER
Transom Window
107"
Overall 19/32" x 3" Horz. Wdo. Trim
Height
Large Sq. Wdo.
76"
Sidewall
19/32" x 3" Vertical Wdo.
144"
EAVE ELEVATION W/ DOOR
1 SCALE: 3/8" = 1'-0"
96" 478'
------------------------------------
-------------------------------------
-------------------------------------------------------
107"
Overall
Height
76"
Sidewall
0
m
06
m
O
2
U
ir
w
z
uJ
LU
m
z
A
07
2
Zo
16" 1
To Fir:
Anchor
I Into Flc
144"
EAVE ELEVATION
1 SCALE: 3/8" = V-9'
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 SHEDS 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 TABLE 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.
48„
11"
2
OSB
Typ.
I i �
44"
96"
-- -- --
OSB
O
16'
116„
t
t
Aax.
�\
t Helix
93"
>crewed
Treated Joists
or Joist
96"
WOOD FLOOR FRAMING
1 SCALE: 3/8" = V-0"
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (6) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
f/ 3/8" x
2,
O'
Transc
3/8" NG C(
19/32" x 3" Vertu
Black T-Hand
19/32" x 3" Vertic
3/8" thick NG
Treated
�Wood Flo,
OPTIONA
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (6) 1-1/4" ROOFING NAILS
- *** NOT INCLUDED WITH KIT ***
7/16" OSB Roof Panels
/-3/8" x 3-1/2" Gable Trim
Overhanc
2 x 4 P.T. JOISTS @
_ 16" OC (TYP) ...
SECURE JOIST TO
SILL w/ (2) 3" RING
SHANK NAILS @
EACH JOIST
2 x 4 P.T. BOND 1
BOARD (TYP) ...
SECURE BOND @
CORNERS w/ (3) 3"
RING SHANK NAILS
5/8" OSB OR CDX TREATED
PLYWOOD OR
PROSTRUCT...
SECURE FLOOR DECKING
TO FLOOR JOISTS w/ 2"
RING SHANK NAILS @ 6"
OC @ EDGES & 6" OC @
INTERMEDIATE SUPPORTS
4 x 4 P.T.
RUNNERS (TYP) ...
TOE NAIL FLOOR
TYP JOIST TO RUNNER
w/ (2) 3" RING
SHANK NAILS @
EACH JOIST /
RUNNER
INTERSECTION
SEE FLOOR
FOOTING DEATIL
NG Corner Trim
NG SmartSide
Treated
Nood Floor
OPTIONAL
GABLE ELEVATION
1 SCALE: 3/8" = 1'-0"
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 24/16
- 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
MINIMUM 30 LB. FELT PAPER AND METAL DRIP EDGE.
96"
10515"
16
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 8' x 12'
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
ROOF FRAMING
1 SCALE: 3/8" = V-0"
Smart Trim
3/8" thick No Groove
Gable Panel
*** NOTE ***
Flush Gable Panel
To Top Of Rafter
2
19/32" x 3-1/2" Smal
2 x 4 SPF Top PIS
2 x 4 SPF Stud
@ 24" O.C.
3/8" SmartSide - N�
Secured With 2
Ring Shank Nail
2 x 4 SPF Bottom
5/8" thick Floor Shea
2 x 4 TREATED
Floor Frame
Door pane
& trim
GABLE SECTION
1 SCALE: 1-1/2" = V-0"
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.
l LOWEST PLATE SHALL BE
ATTACHED TO FOUNDATION (OR BOND
BEAM) W1 RING SHANK NAILS OR CONNECTORS
OF SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN THE PLYWOOD
SHEATHED WALLS.
;URE ROOF DECKING W/2" 4. WHERE WINDOWS & DOORS INTERUPT
RING SHANK NAILS PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
or EZ PANEL Gusset
& NAILED WITH
IG SHANK NAILS
Jail Line ROOFING NOTES:
1. APPROVED SHINGLES INSTALLED
PER MANUFACTURERS INSTRUCTION /
6 NAILS PER SHINGLE
2. H CLIPS ARE USED BETWEEN
EVERY RAFTER BETWEEN THE UPPER
AND LOWER ROOF PANELS.
IF THE SHED IS BEING CONSTRUCTED IN A FLOOD AREA:
PER ASCE 24-14, TO MEET THE REQUIREMENT OF ONE SQ. INCH OF VENT AREA
REQUIRED FOR EACH SQ. FT. OF ENCLOSED AREA, (1) 8" X 16" FLOOD VENT ON
EACH WALL OR 512 SQ. IN. OF AREA WILL BE PROVIDED.
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 2" RING SHANK NAILS
RAFTER SECTION
\1� SCALE: 1" = V-9'
0vA Pro ;l
Secure door hinge board from
nside using (6) 1" c'sink screws.
rypical both sides of doors.
Shed panel
Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
n DOOR INSTALL
1 SCALE: 3/8" = V-0"
*** Gable Rafter***
Flush To Wall Siding
See L-1 Gable Section
ANCHORS
72" O.C.
AS REQ'D
"REFER TO FLOOR "
DETAILS BELOW
Simpson H2.5A Rafter to Stud w\
(10) 1-1/2" Galy. Joist Nails
248 24"
24"
TYP
48"
144"
Simpson H2.5A Sill to Stud w\
(10) 1-1/2" Galy. Joist Nails
o EAVE SIDE FRAMING
1 SCALE: 3/8° = 1'-W
Simpson H2.5A Rafter to Stud w\
(10) 1-1/2" Galy. Joist Nails
161-1/4" H2.5A
*** Gable Rafter*** 3
11
Flush To Wall Siding 8 24-3"
248" 24" 1 x 3 SPF 8
-Collar
M n n n n 1 Tie n
See L-1 Gable Section
" 8 " Si pson LSTA9
Stud t Top Plate with
(8) 1-1 2" Ga", Joist Nails
- 2
20"
1 ss2'
3d
4 Stud
Stud 'l I 64" 16"
Simpson H2.5A Sill to Stud w\
(10) 1-1/2" Galy. Joist Nails
25"
Simpson sP4
ANCHORS w/ 6- 1-1/2" Galy. Joist Nails
72" O.C. Or Equiv. For Up To 735# Uplift
AS REQ'D14 1
"REFER TO FLOOR "
DETAILS BELOW �4 24"
96" TYP� 48"
144"
EAVE SIDE FRAMING w/ DOOR
1 SCALE: 3/8" = V-0"
* of 1 1„
5
in
15 0
m
0
4
* LL
32'
107"
5/8" OSB or CDX TREATED PLYWOOD
or PROSTRUCT FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST
NOTE:
SHEATHING GRADE 3/8" EZ PANEL
W/2" RING SHANK NAILS
EZ PANEL USED FOR UPLIFT
NAILED W/2" RING SHANK NAILS @ 4" O.C. ON ALL SEAMS &TOP &
@ 6" O.C. @ EDGES & 6" O.C.
& SHEAR CLIPS NOT REQ.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 6" O.C.
@ INTERMEDIATE SUPPORTS
EXCEPT @OPENINGS
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALLVAUJQ
2X4SPF STUD @24"O.C.
2 x 4 P.T. JOIST @ 16" O.C.
2 X 4 SPF BOTTOM PLATE
SECURE JOIST TO BOND BOARD
W/23" RING SHANK NAILS
2" NAILS EVERY 3" ANGLED THRU
@ EACH JOIST
SHEATHING INTO FLOOR FRAME
1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
W/Z"X2"X1/6" FENDER WASHER
4 X 4 P.T. RUNNERS
2 x 4 P.T. BOND BOARD
TOE NAIL FLOOR JOIST
TO RUNNERS W/23" RING
Shthin
e
30" SINGLE HELIX ANCHOR
SHANK NAILS @ EACH JOIST/
g
MODEL MTE-30 AS MFD.
RUNNER INTERSECTION
BY TIEDOWN ENGINEER. ATLANTA, GA.
y •'
.',{:••
.WITH
IN 24"+/-OF CORNERS & 72"+/- OC MAX.
•
__
OR As REQUIRED BY LOCAL CODE
• I
• • `
III
PRESSURE TREATED WOOD SHIMS
-
FOR LEVELING WHEN NECESSARY
_
30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
_
WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX.
2"X92"X12"Ofl 6"x15'x4"
SOLID CONCRETE BLOCK
-
J QUANTITY REQUIRED
@ 72" O.C. "P) @ EACH SKID
=
NOTE:
4
6
8
10
FOR EXTERIOR WALLS GREATER
I
THAN 8' FLATWISE BLOCKING REQ'D @PANEL
J
JOINTS. SECURE BLOCKING W/23" RING SHANK NAILS
EACH END. PANEL JOINT IN CENTER 1/3 OF WALL
WOOD
FLOOR FOOTING
FOOTING
DETAIL
DETAIL
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 12' x 8' GABLE.
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC.
� rn
o
�U)
CrCo
m3:
15 0
CO1--
Or
N
U_
9 4"
Overall
96"
24" �24" 11
Typ. Jt
1, TYp29
24" 32
43"
29
29
16"
R/O Bottom Plate to be removed
64" after wall is standing
Door
Opening
L
32Typ. 1
16"
24" 24"
Typ.
24"
4
24"
Typ.
STUD LOCATIONS W/ DOOR on EAVE
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
(14) 2" Ring Shank Nails
2 x 4 Gable Connector
12 1-Layer 30# Felt
�6 7/16" OSB Roof Deck
�- 2 x 4 SPF Rafter
72"
Stud
11,E
2
2¢1„ 24' 24" 2o-,
2
,I
2 x 4 SPF Top Plate
/-- 2 x 4 SPF Stud
32'
9671
F FRONT & REAR FRAMING
1 SCALE: 318" = V-0"
3/8" SmartSide - NG
2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Framing
0
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INAi"1Cr1A ,ES F1 q�IDASuIl..fJll'f �11T� p�EVAIIIj�G
�L�G7 1C CODECoos,
CRJinfAluGECFZEPHY
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I
SCALE: 3/8" = V-0"
FLORIDA APPROVAL CODES:
opoyw"eedso
QUALITYASSURANCE
EXPIRATION 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)
12131/2024
FL9777.1 (OC)
12/31/2024
Windows:
FL 17676.1 (MIND)
12/3112023
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