HomeMy WebLinkAbout309 W Fifth StOJ
Application No: 1 `t - `) `� �_ Documented Construction Value: 2 3 S 0
Job Address: 36 �f r��� S Historic District: Yes ❑ No ❑
Parcel ID:
Description of Work:
3211::.1
61
Zoning:
All-rTS
� C6420 12Aa rp-ivs
Plan Review Contact Person: J76 ` Title:
Phone: Fax: E-mail: i�vh<,-Cca✓ru z S (' , 9 /ti,w `� "
Curl
Property Owner Information
Name �tv.k %P)t-S'
Phone: x{07- 3 S3—` 31 3 Y
Street: 130, LIV . �' S Resident of property?
City, State Zip: 51-n
Contractor Information
Name l�uq��.fi ��K c� -�
Phone: 3g6- g ? ff' S g ( 6
Street: '9'2( /k er - %''�
Fax:
City, State Zip: a 7 Z State License No.:
Arch itect/E nAi nee r Information
7-�
Name: 1 fk C Jw 1��+ lJ !'.,��
L �" Phone:
Street: V 716
Fax:
City, St, Zip: A �kSh-'1
� � E-mail:
Bonding Company:
Mortgage Lender: s
Address:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: 2
Construction Type: No. of Stories:
No. of Dwelling Units:
Flood Zone:
Electrical ❑
Plumbing ❑
New Service - No. of AMPS:
New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for
new systems) Fire Sprinkler/Alarm ❑ No. of heads:
d%
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
I x 6 Gable Trim
3/8" thick, 16/0 rated siding
2 x 6 Gable Overhang
Z - Srtip At Panel Seams
(2) Premier 32" Door lit
3/8" thick 8" o.c. Siding
See note 1
1 x 6 Corner Trim
* Optional Floor System*
2 x 8 Ridge Boa--'
2 x 4 Upper Collar
2 x 4 Gable Connec
(2) 8d Ring Shank n2
nailed top & bottor
2 x 6 SPF Rafter
2 x 4 Front Doubler,
3"x 0.131" Ring Shar
2 x 4 Top Plate
2 x 8 Side Doubler,
3" x 0.131" Ring Sha
nails, 12" o.c.
2 x 4 Crippler
(2) 2 x 10 Header Assy.
SPF #2
2 x 4 SPF Stud
* SHEATHING GRADE 3/8" EZ PANEL SIDING
NAILED W/8d RING SHANK NAILS an R" O.C. TOP A BOTTOM
IF LESS THAN 21-8" OF WALL
)R THEN NAIL W/8d RING SHANK
AND 8" O.C. ON INTERMEDIATE SEAMS.
n ., w c......:..,.
FRONT ELEVATION
SCALE: 3/8" = V-0"
NOTES:
1. Use 3/8" thick, 24/0 APA exterior rated structual sheathing. Use 8d common nails
spaced 6" o.c. at edges, 12" o.c. at intermediate supports.
2. Roof framing, door and window headers are to be SPF #2 minimum.
2 x 4 SPF Bottom Plate —�
* Optional Floor System*
0.131 x 3" Ring Shank Nails,
8" OC from Bottom Chord to Rail
Use (3) 0.131 x 3" Ring Shank Nails
from Bottom Plates to Studs, Toe Nail
Fasten Roof Panels with 8d Ring Shank nails space
6" o.c. at edges, 12" o.c. at intermediate supports
7/16" OSB Roof Panels
24/0 Rated
2 x 6 Gable Overhang
1 x 6 Fascia
1 x 4 Corner Trim
3/8" thick 8" o.c. Siding
16/0 Rated, See note 1
Door Handle
* Optional Floor System*
Secure door hinge board from
nside using (6) 1" c'sink screws.
rypical both sides of doors.
Door panel & trim
Shed panel
\ Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
DOOR INSTALLATION
1 SCALE: NO SCALE
F E
ollar Tie
1 Gable Connectors
As A Nailing Surface
:or Gable Panels
511-
4
958"
* NOTE
FOLLOW LOCAL BUILDING CODES
FOR FOUNDATION REQUIREMENTS
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
BEAM) W/ RING SHANK NAILS OR CONNECTORS OF
SUFFICIENT CAPACITY TO RESIST THE
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.
NOTES:
2 x 8 SPF #2 Ridge Board —
2 x 4 SPF #2 Upper Collar Tie —
(2) 10d Ring Shank Nails, Face Nailed
2 x 6 SPF #2 Lower Collar Tie
(2) 10d Ring Shank Nails, Face Nailed
and 80% Glue Coverage
2 x 6 SPF #2 Rafter —
2 x 8 SPF #2 Side Doubler —
2 x 4 SPF #2 Top Plate —
2 x 4 Crippler —
for OPTIONAL 36" Entry Door
(2) 2 x 10 SPF #2 Header Assembly —
for OPTIONAL 36" Entry Door
Framed Opening For OPTIONAL
Square / Round Top Window
2 x 4 Jack Stud
for OPTIONAL 36" Entry Door
2 x 4 Stud —
2 x 4 Bottom Plate
* Optional Floor System*
Corner Stud Connection
Sidewall to Endwall with
31 x 3" Ring Shank Nails @ 16" O/C
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. MATERIALS
- 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
4. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT
EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d RING SHANK
OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH
TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 FLORIDA BUILDING CODE.
384
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (6) 1-1/4" ROOFING NAILS
A
L�
B SIDE ELEVATION
1 SCALE: 3/8" = V-0"
82"
H2.5A
M Simpson H2.5A
Dependent on Feld Conditions
Rafter to Stud w/
(10) 4d 1-1 /2" Galy. Joist Nails
2TVD. 24"
271N
30"
72"
L '
A
8' Gap Typ.
E SIDE FRAMING
1 SCALE: 3/8" = 17
l# 1 A M tT 15
5/8" WB Loft Decking
2 x 8 SPF #2 Loft Joist
2 x 4 SPF #2 Ledger Board for Loft
(3) 1 Od Ring Shank nails, face nailed
2 x 8 Ridge Board
2 x 4 Upper Collar Tie
2 x 4 Gable Connector
2 x 6 Lower Collar Tie
2 x 4 Gable Connector
2x6SPF Rafter
2 x 4 Front Doubler
2 x 4 Top Plate
2 x 8 Side Doubler
2 x 4 Crippler
Double 2x10 SPF Header .
3/8" WB Filler Core
2 x 4 Stud
2 x 4 "King" Stud
2 x 4 "Jack" Stud
ORIGINAL DOOR OPENING
*** USE SIDING CUT-OFF AS "
HEADER FILLER MATERIAL
2 x 4 Bottom Plate
* IF FLOOR OPTION SELECTE
2 x 8 Treated Floor
with 44 Treated Runners
2 x 8 Ridge Board
2 x 4 Upper Collar Tie
2 x 4 Gable Connector
2 x 6 Lower Collar Tie
2 x 4 Gable Connector
2 x 6 SPF Rafter
2 x 4 Front Doubler
2 x 4 Top Plate
2 x 8 Side Doubler
1 X 4 Filler Strip —
Double 2x10 SPF Header —
3/8" WB Filler Core
2 x 4 Stud —
2 x 4 "King" Stud
2 x 4 "Jack" Stud
ORIGINAL DOOR OPENING
*** USE SIDING CUT-OFF AS ***
HEADER FILLER MATERIAL
711
Li IMF IF Li U
134 824 824' 134'
192"
OPTIONAL ROLL UP DOOR FRAMING
SCALE: 31W = V-0"
ible Connectors
k Nailing Surface
I
able Panels
51N
4
4 Gable Connectors
d As A Nailing Surface
For Gable Panels
2 x 4 Bottom Plate
RECORD COPY
* IF FLOOR OPTION SELECTED USE:
2 x 8 Treated Floor
with 4x4 Treated Runners
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMIN R
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
SANFORD
OcpAR�J,L
r— — — — — — — — — — — — —
J
II
r -------8"—
I I
Simpson LSTA9
..
I Stud to Top Plate with
(8) 10d Nails or Equiv.
8'
I
I 1822N
16" O.C.
TYP
16N
96"
—1
Lam
Fasten Roof Panels with 8d Ring Shank nails space
6" o.c. at edges, 12" o.c. at intermediate supports
7/16" OSB Roof Panels
24/0 Rated
2 x 6 Gable Overhang
1 x 6 Fascia
1 x 4 Corner Trim
3/8" thick 8" o.c. Siding
16/0 Rated, See note 1
Door Handle
* Optional Floor System*
Secure door hinge board from
nside using (6) 1" c'sink screws.
rypical both sides of doors.
Door panel & trim
Shed panel
\ Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
DOOR INSTALLATION
1 SCALE: NO SCALE
F E
ollar Tie
1 Gable Connectors
As A Nailing Surface
:or Gable Panels
511-
4
958"
* NOTE
FOLLOW LOCAL BUILDING CODES
FOR FOUNDATION REQUIREMENTS
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
BEAM) W/ RING SHANK NAILS OR CONNECTORS OF
SUFFICIENT CAPACITY TO RESIST THE
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.
NOTES:
2 x 8 SPF #2 Ridge Board —
2 x 4 SPF #2 Upper Collar Tie —
(2) 10d Ring Shank Nails, Face Nailed
2 x 6 SPF #2 Lower Collar Tie
(2) 10d Ring Shank Nails, Face Nailed
and 80% Glue Coverage
2 x 6 SPF #2 Rafter —
2 x 8 SPF #2 Side Doubler —
2 x 4 SPF #2 Top Plate —
2 x 4 Crippler —
for OPTIONAL 36" Entry Door
(2) 2 x 10 SPF #2 Header Assembly —
for OPTIONAL 36" Entry Door
Framed Opening For OPTIONAL
Square / Round Top Window
2 x 4 Jack Stud
for OPTIONAL 36" Entry Door
2 x 4 Stud —
2 x 4 Bottom Plate
* Optional Floor System*
Corner Stud Connection
Sidewall to Endwall with
31 x 3" Ring Shank Nails @ 16" O/C
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. MATERIALS
- 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
4. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT
EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d RING SHANK
OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH
TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 FLORIDA BUILDING CODE.
384
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (6) 1-1/4" ROOFING NAILS
A
L�
B SIDE ELEVATION
1 SCALE: 3/8" = V-0"
82"
H2.5A
M Simpson H2.5A
Dependent on Feld Conditions
Rafter to Stud w/
(10) 4d 1-1 /2" Galy. Joist Nails
2TVD. 24"
271N
30"
72"
L '
A
8' Gap Typ.
E SIDE FRAMING
1 SCALE: 3/8" = 17
l# 1 A M tT 15
5/8" WB Loft Decking
2 x 8 SPF #2 Loft Joist
2 x 4 SPF #2 Ledger Board for Loft
(3) 1 Od Ring Shank nails, face nailed
2 x 8 Ridge Board
2 x 4 Upper Collar Tie
2 x 4 Gable Connector
2 x 6 Lower Collar Tie
2 x 4 Gable Connector
2x6SPF Rafter
2 x 4 Front Doubler
2 x 4 Top Plate
2 x 8 Side Doubler
2 x 4 Crippler
Double 2x10 SPF Header .
3/8" WB Filler Core
2 x 4 Stud
2 x 4 "King" Stud
2 x 4 "Jack" Stud
ORIGINAL DOOR OPENING
*** USE SIDING CUT-OFF AS "
HEADER FILLER MATERIAL
2 x 4 Bottom Plate
* IF FLOOR OPTION SELECTE
2 x 8 Treated Floor
with 44 Treated Runners
2 x 8 Ridge Board
2 x 4 Upper Collar Tie
2 x 4 Gable Connector
2 x 6 Lower Collar Tie
2 x 4 Gable Connector
2 x 6 SPF Rafter
2 x 4 Front Doubler
2 x 4 Top Plate
2 x 8 Side Doubler
1 X 4 Filler Strip —
Double 2x10 SPF Header —
3/8" WB Filler Core
2 x 4 Stud —
2 x 4 "King" Stud
2 x 4 "Jack" Stud
ORIGINAL DOOR OPENING
*** USE SIDING CUT-OFF AS ***
HEADER FILLER MATERIAL
711
Li IMF IF Li U
134 824 824' 134'
192"
OPTIONAL ROLL UP DOOR FRAMING
SCALE: 31W = V-0"
ible Connectors
k Nailing Surface
I
able Panels
51N
4
4 Gable Connectors
d As A Nailing Surface
For Gable Panels
2 x 4 Bottom Plate
RECORD COPY
* IF FLOOR OPTION SELECTED USE:
2 x 8 Treated Floor
with 4x4 Treated Runners
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMIN R
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
SANFORD
OcpAR�J,L
134' 824L" 824" 134"
192"
FRONT FRAMING FOR 8' x 7' OVERHEAD DOOR
APR 15 2014
SCALE: 3/8" = 1'-0"
r— — — — — — — — — — — — —
J
r -------8"—
I I
Simpson LSTA9
..
I Stud to Top Plate with
(8) 10d Nails or Equiv.
8'
I
I 1822N
16" O.C.
TYP
16N
96"
I Simpson SP4 W/ 610d Nails
Or Egiv For Up To 735# Uplift
I
48" —�'
134' 824L" 824" 134"
192"
FRONT FRAMING FOR 8' x 7' OVERHEAD DOOR
APR 15 2014
SCALE: 3/8" = 1'-0"
2 x 8 SPF #2 Ridge Board
2 x 4 SPF #2 Upper Collar Tie
2 x 6 SPF #2 Lower Collar Tie
7/16" OSB Roof Panels
24/0 Rated
2 x 6 SPF #2 SPF Rafter
2 x 8 SPF #2 Side Doubler
Fascia to Rafter
(4) 8d Ring Shank Nails
1 x 6 Fascia Board
1 x 4 Freeze Board
2 x 4 SPF #2 Top Plate
2x4Stud
3/8" thick 8' o.c. Siding
16/0 Rated, see note 1
2 x 4 Bottom Plate
* Optional Floor System*
2 x 8 SPF #2 Ridge Board
2 x 4 SPF #2 Upper Collar Tie
7/16" OSB - 24/0 Rated
Roof Panels
2 x 6 SPF #2 Rafter
5/8" WB Loft Decking
2 x 8 SPF #2 Loft Joist
2 x 4 SPF #2 Ledger Board for Loft
(3) 10d Ring Shank nails, face nailed
2x4Stud
3/8" thick 8" o.c. Siding
2 x 4 Bottom Plate
* Optional Floor System*
TWO N4 BARS
@ SIDE BY SIDE
2 x 4 P.T. JOISTS @ 18 O.C.
4'CONCRETE
8X810/10 WIRE MESH
OR FIBERMESH
4' COMPACTED
SAND OR GRAVEL
SEE NOTE 4
.� 32"
1' 144"
Top Plate to Stud
(3) 0.131 x 3" Ring Shank Nails
(3) 16d Ring Shank nails, toe nailed
48"
48"
SECURE RAFTERS TO --�
TOP PLATE W/SIMPSONS 106f'
H2.5 W/10 -8d RING SHANK
NAILS OR EQUIV. FOR 415#
UPLIFT OR SIMPSON
H1 W10 -8d RING SHANK
NAILS FOR 490# UPLIFT
ONE ON EACH SIDE
OF RAFTERS
Bottom Plate to Stud
(3) 0.131 x 3" Nails, Toe Nailed
185" u L
192"
STANDARD SECTION
SCALE: 3/8" = 1'-0"
1078"
32"
36156- 67.5-
22.50
I
Top Chord to Top Plate
w' (3) 3' 0.131Ring Shank Nails
Toe Nailed
SECURE RAFTERS TO —�
TOP PLATE W/SIMPSONS
H2.5 W/10 -8d RING SHANK
NAILS OR EQUIV. FOR 415#
UPLIFT OR SIMPSON 7e
H1 W10 -8d RING SHANK
NAILS FOR 490# UPLIFT
ONE ON EACH SIDE
OF RAFTERS
Bottom Plate to Stud
(3) 0.131 x 3" Ring Shank Nails
Toe Nailed
192"
u L
SECTION WITH LOFT
SCALE: 3/8' = V-0"
--
n
�; 1
-� 12 Mini mium
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND
SEE NOTE 1I I *** (1) Anchor Minimum On
12' ***
Each Side Of Door Opening
On Gable Side of Building
(4) 10d Ring Shank nails, face
nailed and 80% Glue Coverage
118
(4) 1 Od Ring Shank Toe Nails
34'
SHEATHING GRADE 3/8" EZ PANEL
BOARD NAILED W/8d RING SHANK NAILS @
6" O.C. TOP & BOTTOM
EDGE (TOP & BOTTOM OF
OPENINGS & 12" O.C.
@ INTERMEDIATE SUPPORTS.
FOR WALL WITH DOOR
NAIL 4" o.c.
NOTES:
1, ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B., MIN. REBAR LAP = W'.
3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
BACKYARD PRODUCTS, LLC 16' WIDE GABLE
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
WOOD FLOOR ON CONCRETE SLAB DETAIL
- - SCALE: 1" = V-0"
:A
16' Max. To
Helix Anch
* NOTE
FOLLOW LOCAL BUILDING CODES
FOR FOUNDATION REQUIREMENTS
owl
16" Max. To First
Helix Anchor
win
SHEATHING GRADE 3Ar EZ PANEL
Nom'
NAILED W/Sd RING SHANK NAILS @ 8' O.C. TOP & BOTTOM
EZ PANEL USED FOR UPLIFT
EDGE (TOP & BOTTOM OF OPENINGS) & 12- O.C.
& SHEAR CUPS NOT REO.
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALLVALUE)
EXCEPT @ OPENINGS
36
NOTE:
2X4SPF STUD @16'O.C.
Wind Exposure
2 X 4 SPF BOTTOM PLATE
2 X 4 SPF STUD @ 1 e" O.C.
3/4'THROUGH BOLT "OR' LAG SCREW
-
SIMPSON # HD5B CONNECTOR
518' or 3/4' WEDGE ANCHOR BOLT 7r O.C. S-1 Ir LONG
SECURE FLOOR DECKING
-----
1/r WEDGE AICH)R BOLT 77 O.C. 8-1/2' LONG
108
0.555
Design VVind Pressure
On Openings (pyo
GomInt.
Pressure 0* Design
(...or "Bnr approved fastener...)
B" Min. (...or other approved fastener...)
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
NAILED W/Sd RING SHANK NAILS @ 8.O.C. ON ALL SEAMS & TOP &
---Him
to Sheathing
--
n
�; 1
-� 12 Mini mium
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND
SEE NOTE 1I I *** (1) Anchor Minimum On
12' ***
Each Side Of Door Opening
On Gable Side of Building
(4) 10d Ring Shank nails, face
nailed and 80% Glue Coverage
118
(4) 1 Od Ring Shank Toe Nails
34'
SHEATHING GRADE 3/8" EZ PANEL
BOARD NAILED W/8d RING SHANK NAILS @
6" O.C. TOP & BOTTOM
EDGE (TOP & BOTTOM OF
OPENINGS & 12" O.C.
@ INTERMEDIATE SUPPORTS.
FOR WALL WITH DOOR
NAIL 4" o.c.
NOTES:
1, ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B., MIN. REBAR LAP = W'.
3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
BACKYARD PRODUCTS, LLC 16' WIDE GABLE
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
WOOD FLOOR ON CONCRETE SLAB DETAIL
- - SCALE: 1" = V-0"
:A
16' Max. To
Helix Anch
* NOTE
FOLLOW LOCAL BUILDING CODES
FOR FOUNDATION REQUIREMENTS
owl
16" Max. To First
Helix Anchor
win
NOTE:
SHEATHING GRADE 3/8' EZ PANEL
TWO 04 BARS
Ultimate Design Wind Speed m
NAILED W/Bd RING SHANK NAILS @ Ir O.C. TOP & BOTTOM
® SIDE BY ODE
S6
i�
36
NOTE:
���i■�
Wind Exposure
EZ PANEL USED FOR UPLIFT
2 X 4 SPF STUD @ 1 e" O.C.
V CONCRETE
-
6
SECURE FLOOR DECKING
-----
1/r WEDGE AICH)R BOLT 77 O.C. 8-1/2' LONG
108
0.555
Design VVind Pressure
On Openings (pyo
GomInt.
Pressure 0* Design
(...or "Bnr approved fastener...)
BX81a10 WIRE MESH
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
NAILED W/Sd RING SHANK NAILS @ 8.O.C. ON ALL SEAMS & TOP &
---Him
-
2 X 4 SPF BOTTOM PLATE
Q INTERMEDIATE SUPPORTS
-
2 X 4 P.T. SILL PLATE
4' COMPACTED
Wall Sheathing: 3/8' Siding Rated 24/0
SAND OR GRAVEL
EXCEPT @ OPENINGS
r RING SHANK NAILS EVERY 3'
2 x 4 P.T. JOIST @ 18' O.C.
Depth Dim. 'k
ANGLED INTOFLOOR
SECURE JOIST TO BOND BOARD
oo
FRAME, 11Z FROM EDGE
8• Min
W/2 -18d RING SHANK NAILS @ EACH JOIST
r RING SHANK NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/7 FROM EDGE
112" X 2-1 /2• LAG SCREW INTO FLOOR JOIST
W/ M'Xl/8' FENDER WASHER
4 X 4 P.T. RUNNERS
TOE NAIL FLOOR JOIST
2 x 4 P.T. BOND BOARD
TO RUNNERS W/2 -12d RING
8" Min.
SHANK NAILS @EACH JOIST/
to SheathingMODEL
MIR BINDLE HELIX ANCHOR
RUNNER INTERSECTION
IATEJO AS MED.
PRESSURE TREATED WOOD SHIMS
13YTIEDOWN ENGINEER. ATLANTA, GA.
WITHIN 241 +/- OF CORNERS & 72" +/- O.C. MAX.
FOR LEVELING WHEN NECESSARY
12"
48"48" 48" 4$"
SEE FLOOR FOOTING DEATIL
FLOOR FRAMING
SCALE: 3/8" = 1'-0"
� \ v to sheathing
'� � 1r MYtimkan
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND
SEE NOTE t
12' (1) Anchor Minimum On ***
Each Side Of Door Opening
MONOLITHIC CONCRETE SLAB DETAIL
SCALE: 1" = 1'-W
2 x 8 P.T. BOND BOARD (TYP)...
SECURE BOND @ CORNERS
W/3 -16d RING SHANK NAILS
2 x 8 P.T. JOISTS @ 16" O.C. (TYP)...
SECURE JOIST TO BOX SILL
W/2 -16d RING SHANK NAILS @ EACH JOIST
4X4 P.T. RUNNERS (TYP)...
TOE NAIL FLOOR JOIST TO RUNNERS
W/2 -12d RING SHANK NAILS @ EACH
JOIST / RUNNER INTERSECTION
5/8" OSB OR CDX TREATED PLYWOOD
SECURE FLOOR DECKING
TO FLOOR JOIST
W/8d RING SHANK NAILS @ 6" O.C.
@ EDGES & 12" O.C.
@ INTERMEDIATE SUPPORTS
5/8" OSB or CDX TREATED PLYWOOD
FLOOR DECKING AS REQ.
SECURE FLOOR DECKING
TO FLOOR JOIST W/10d RING SHANK
NAILS @ 6" O.C. @ EDGES 12" O.C.
@ INTERMEDIATE SUPPORTS
NOTE:
1. WHEN FLOOR FRAMING IS USED. THIS
MONOLITHIC SLAB IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B., MIN. REBAR LAP = 20".
4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
BACKYARD PRODUCTS, LLC le WIDE GABLE
ANY DEVIATION AND MODIFICATION
IS STRICTLY PROHIBITED.
DESIGN CRITERIA: FBC 2010
NOTE:
SHEATHING GRADE 3/8' EZ PANEL
TWO 04 BARS
Ultimate Design Wind Speed m
NAILED W/Bd RING SHANK NAILS @ Ir O.C. TOP & BOTTOM
® SIDE BY ODE
S6
EDGE (TOP & BOTTOM OF OPENINGS) & tr O.C.
36
NOTE:
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
Wind Exposure
EZ PANEL USED FOR UPLIFT
2 X 4 SPF STUD @ 1 e" O.C.
V CONCRETE
& SHEAR CUPS NOT REO.
6
SECURE FLOOR DECKING
EXCEPT @ OPENINGS
1/r WEDGE AICH)R BOLT 77 O.C. 8-1/2' LONG
108
0.555
Design VVind Pressure
On Openings (pyo
GomInt.
Pressure 0* Design
(...or "Bnr approved fastener...)
BX81a10 WIRE MESH
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
NAILED W/Sd RING SHANK NAILS @ 8.O.C. ON ALL SEAMS & TOP &
OR FIBERMESH
-
2 X 4 SPF BOTTOM PLATE
Q INTERMEDIATE SUPPORTS
Roof Sheathing: 7/16' Rated 24/0
2 X 4 P.T. SILL PLATE
4' COMPACTED
Wall Sheathing: 3/8' Siding Rated 24/0
SAND OR GRAVEL
EXCEPT @ OPENINGS
r RING SHANK NAILS EVERY 3'
2 x 4 P.T. JOIST @ 18' O.C.
Depth Dim. 'k
ANGLED INTOFLOOR
SECURE JOIST TO BOND BOARD
oo
FRAME, 11Z FROM EDGE
8• Min
� \ v to sheathing
'� � 1r MYtimkan
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND
SEE NOTE t
12' (1) Anchor Minimum On ***
Each Side Of Door Opening
MONOLITHIC CONCRETE SLAB DETAIL
SCALE: 1" = 1'-W
2 x 8 P.T. BOND BOARD (TYP)...
SECURE BOND @ CORNERS
W/3 -16d RING SHANK NAILS
2 x 8 P.T. JOISTS @ 16" O.C. (TYP)...
SECURE JOIST TO BOX SILL
W/2 -16d RING SHANK NAILS @ EACH JOIST
4X4 P.T. RUNNERS (TYP)...
TOE NAIL FLOOR JOIST TO RUNNERS
W/2 -12d RING SHANK NAILS @ EACH
JOIST / RUNNER INTERSECTION
5/8" OSB OR CDX TREATED PLYWOOD
SECURE FLOOR DECKING
TO FLOOR JOIST
W/8d RING SHANK NAILS @ 6" O.C.
@ EDGES & 12" O.C.
@ INTERMEDIATE SUPPORTS
5/8" OSB or CDX TREATED PLYWOOD
FLOOR DECKING AS REQ.
SECURE FLOOR DECKING
TO FLOOR JOIST W/10d RING SHANK
NAILS @ 6" O.C. @ EDGES 12" O.C.
@ INTERMEDIATE SUPPORTS
NOTE:
1. WHEN FLOOR FRAMING IS USED. THIS
MONOLITHIC SLAB IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B., MIN. REBAR LAP = 20".
4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
BACKYARD PRODUCTS, LLC le WIDE GABLE
ANY DEVIATION AND MODIFICATION
IS STRICTLY PROHIBITED.
DESIGN CRITERIA: FBC 2010
NOTE:
Rev.
Date
Ultimate Design Wind Speed m
140
Fir. Lure Ld. / Wood (PO
S6
Roof Live Load (pst)
36
JOINTS. SECURE BLOCKING W/2 -18d RING SHANK NAILS
,
-48348•
Wind Exposure
B
Mr. Dead Ld. / Wood (psf)
6
Roof Dead Load (pst)
6
SECURE FLOOR DECKING
FOR WIND LOADS. ANY
Nominal Design Wind
Speed (mph)
Pressure Coef.
108
0.555
Design VVind Pressure
On Openings (pyo
GomInt.
Pressure 0* Design
42
42
Wall Dead Load (psf) 3
MATERIALS:
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
NAILED W/Sd RING SHANK NAILS @ 8.O.C. ON ALL SEAMS & TOP &
Risk Category
-
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 1r O.C.
Q INTERMEDIATE SUPPORTS
Roof Sheathing: 7/16' Rated 24/0
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
Wall Sheathing: 3/8' Siding Rated 24/0
*** USE REMAINDER FOR ***
HEADER FILLER MATERIAL
Front Gable Wing Panel RIGHT
Rear Gable Wing Panel RIGHT
Front Gable Wing Panel LEFT
Rear Gable Wing Panel LEFT
Front Gable Center Panel RIGHT
Front Gable Center Panel LEFT
Rear Gable Center Panel RIGHT
268"
4 96"
Rear Gable Center Panel LEFT
4 4'
i
BID
SHEET #3
GABLE PANEL LAYOUTS
26�"
8
7"
SIC
Lo
'�– 48" 1
SHEET #1
4 4"
96"
268"
SHEET #2
SCALE: 3/8" = V-0'
2'X1rx12"ORrx18'xV
SOLID CONCRETE BLOCK 'IVB
@ 72- O.C. (TYP) @ EACH SKID
WOOD FLOOR ON FOOTING DETAIL
SCALE: 1" = V-0"
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 16' WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC
OSANFORD
#14-2175
Amu 11 1%
ULM—
NOTE:
By
Revision
FOR EXTERIOR WALLS GREATER
T°T7'TR�,RE
DESIGNED IN CONFORMANCE
161_�LI WIDE VISTA
THAN V FLATWISE BLOCKING REOD @ PANEL
JOINTS. SECURE BLOCKING W/2 -18d RING SHANK NAILS
,
-48348•
5/8' OSB or CDX TREATED PLYWOOD
EACH END. PANEL JOINT IN CENTER 113 OF WALL
FLOOR DECK
SECURE FLOOR DECKING
FOR WIND LOADS. ANY
111, loom
TO FLOOR JOIST
SHEATHING GRADE 3W EZ PANEL
W/8d RING SHANK NAILS @ 8.O.C.
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
NAILED W/Sd RING SHANK NAILS @ 8.O.C. ON ALL SEAMS & TOP &
@ EDGES & 12- O.C.
NOTE:
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 1r O.C.
Q INTERMEDIATE SUPPORTS
EZ PANEL USED FOR UPLIFT
@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
& SHEAR CUPS NOT REO.
EXCEPT @ OPENINGS
2 X 4 SPF STUD @ 18' O.C.
2 x 4 P.T. JOIST @ 18' O.C.
Depth Dim. 'k
2 X 4 SPF BOTTOM PLATE
SECURE JOIST TO BOND BOARD
oo
W/2 -18d RING SHANK NAILS @ EACH JOIST
r RING SHANK NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/7 FROM EDGE
112" X 2-1 /2• LAG SCREW INTO FLOOR JOIST
W/ M'Xl/8' FENDER WASHER
4 X 4 P.T. RUNNERS
TOE NAIL FLOOR JOIST
2 x 4 P.T. BOND BOARD
TO RUNNERS W/2 -12d RING
8" Min.
SHANK NAILS @EACH JOIST/
to SheathingMODEL
MIR BINDLE HELIX ANCHOR
RUNNER INTERSECTION
IATEJO AS MED.
PRESSURE TREATED WOOD SHIMS
13YTIEDOWN ENGINEER. ATLANTA, GA.
WITHIN 241 +/- OF CORNERS & 72" +/- O.C. MAX.
FOR LEVELING WHEN NECESSARY
OR AS REQUIRED BY LOCAL CODE
30 DEGREES TO VERTICAL IN THIS PLANE "M
2'X1rx12"ORrx18'xV
SOLID CONCRETE BLOCK 'IVB
@ 72- O.C. (TYP) @ EACH SKID
WOOD FLOOR ON FOOTING DETAIL
SCALE: 1" = V-0"
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 16' WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC
OSANFORD
#14-2175
Amu 11 1%
ULM—
By
Revision
Rials owi , .E.
A aalJ: N8LIRNIE LANE
T°T7'TR�,RE
DESIGNED IN CONFORMANCE
161_�LI WIDE VISTA
"
r
1. •
,
-48348•
WITH SECTION 1808 OF THE
2010 FLORIDA BUILDING CODERODUCTS,LLC.
rBA5"AMPl-cU1Rf4aroN,Ml
GABLE STYLE - FLORIDA
(0`411) 6253382
FOR WIND LOADS. ANY
111, loom
(248) 6204515 FAX
DEVIATION FROM THESE
PLANS REQUIRES APPROVAL
Scott Bm tfeld
1000 TOM" owor. �'""""""
®
FLORIDA REG. 31659
OF THE ENGINEER
D oe MI 461432 sore eY. March 28, 2012
arted (734) 242-900 — 2 of 2
Depth Dim. 'k
16'-0" Base
20'-0" 24'-0"
Gable e
16'40" wide by:
CLASSIC GABLE
FLA