100 Bent Oak Ct 17-2566; SHEDCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
AUG 2 2 2017 .
4
Application No: z2
Documented Construction Value:
Job Address: r �a ,r'I-J-Historic District: Yes ❑ No ❑
Parcel 119: / n —c% 0 _ 5rO.S =1900 tqr 0117t? Residential [T Commercial ❑
Type of Work: New Er Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: x ce F /-f O q's % /e_—
Plan Review Contact Person:i /�: /�l f ole v- Title: k %t{ 7 -(-
Phone:
fPhone: %j� t -kO7 fax: gc'7 3,��__5 qlg Email:_U7 lks4er (0 Z 9 !g, -VO; /• ram—
Property Owner Information
Nance a,-;de/l �&re_ Phone:
Street: / d r Resident of property? :1't
City, State Zip: z 71?
Contractor Information
Name (� Glc tve f Phone: L(y ,5-q 7
Street: ��r,[ [ &p9e1w exx Lao Fax: pyo
City, State Zip: r�` � � 7- I` State License No.: C_-'ze_
Architect/Engineer Information
Name: /�� �O��"lf.��/G Phone:`--
Street:7 / �' /�L�Jvd�I /� �..c� Fax:
City, St, Zip: (.- fir' lq / cfefV E-mail:
Bonding Company:
Address:
Mortgage bender:
Address: l '
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certiry that no work or installation has
commenced prior to the issuance of a permit and that all work will be perrorined to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work plumbing, signs, wells pools,
J [�' I �T b� b > �P , 0'
furnaces, boilers, heaters, tanks, and air conditioners, etc. n
L'"'r, talc 2 @1...11 I.- ...:+6 N... d..4....F...,..1:....4L.......It 46......d.......f{'....+......4•N...+d..+... 4th Cd:+:.... 11111A1 L'1....:.1., U..:1.1.....01"IN'' 1
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
7/16" OSB Roof Panels
II
A
*** Gable Rafter ***
Flush To Wall Siding
32 12
31..
2
922
Dblr
-----------
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JOISTS w/ 8d RING
---------
19/32"x3 Gable Trim
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
711
r
-
2x6SPF
/ I
781"
2
I
I
I I
Simpson LSTA9
9
67"
8
Overhang
SCALE: 1" = 1'-0"
@ EDGES & 12" OC C
Header
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
114"
(8) ed Galy. 1-1/2" Joist Notes
Simpson LSTA9
Saud to Cup Paola with
CONSTRUCTION NOTES:
INTERMEDIATE
BID
zr•
OVERALL
•
ANGLED IN f0 FLOOR
(6) 6d Galy. 1.1/2" Joist Notes
511I
Metal Corner Trirn
HEIGHT
ORIGINAL DOOR OPENING
K
EXISTING CONCRETE SLAB
SUPPORTS
68"
Jack
-USE SIDING CU'f-OFFAS **"
8
°
4/4 x 3" Horizontal Door Rail
FRAME
HEADER FILLER MATERIAL
I I
ROOFING NOTES:
Simpson SP4
w/ 6 -ad 1.1/2" Galy. Joist Nails
2. ALL MATERIAL' AND LABOR SHALL MEET OR
4/4 x 3" Vertical Door Style
2
2
84"
I
Or Equiv. For Up'fo 735# Uplift
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
SIDE
314" 314"
144"
40" 64" 40"
I
I/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
Black T -Handle
71 ol
WALL
2 X 4 P. r. SILL PLATE
PER MANUFACTURERS INSTRUCTION /
4 NAILS PER SHINGLE
112" LAO SCREW
3. PANELS SHALL BE ATTACHED TO BOTTOM
�ANFORD BUILDING DIVISION # 1 7 - 2 5 6 6
4/4 x 3" Vertical Door Trim
4. THIS FLOOR FRAMING PLAN IS FOR THE
W/ 2"X'2"X1/8" FENDER WASHER
4" COMPACTED
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
4 x 4 P.T. RUNNERS
3/8" thick 8" D.C. SrnartSide
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
Treated
A36 A.B., MIN. REBAR LAP = 20".
ATTACHED TO FOUNDATION OR BOND
(TYP) ... TOE NAIL
2 x 4 SPF Stud
SAND OR GRAVEL
Wood Floor
ANY DEVIATION OR MODIFICATION
2" RING SHANK NAILS EVERY 3"
c c
3/4" THROUGH BOLT
@ 24" Q.C.
OP rIONAL
II
A
*** Gable Rafter ***
Flush To Wall Siding
32 12
Q EAVE ELEVATION w/o DOOR rbGABLE ELEVATION with DOOR
C� SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0"
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
-- . . _ - - _ _ _ = 7/16" OSB Roof I
- - - _ - - - 19/32" x 3 Gable
_- -- - _ _ _ - _ - _ 2x6SPF
_ . . - - _ - _ - - - _ --_ -.- Overhang
114" 72"
OVERALL Metal Corner Tiff
HEIGHT
84"
SIDE
WALL 72"
31..
2
922
Dblr
I"
1iu
Z I
JOISTS w/ 8d RING
LU
21"
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
711
r
72"
\
/ I
781"
2
I
I
I I
Simpson LSTA9
9
67"
8
Stud
SCALE: 1" = 1'-0"
@ EDGES & 12" OC C
Header
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
(8) ed Galy. 1-1/2" Joist Notes
Simpson LSTA9
Saud to Cup Paola with
CONSTRUCTION NOTES:
INTERMEDIATE
BID
zr•
•
ANGLED IN f0 FLOOR
(6) 6d Galy. 1.1/2" Joist Notes
511I
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
ORIGINAL DOOR OPENING
K
EXISTING CONCRETE SLAB
SUPPORTS
68"
Jack
-USE SIDING CU'f-OFFAS **"
8
°
Stud
FRAME
HEADER FILLER MATERIAL
I I
ROOFING NOTES:
Simpson SP4
w/ 6 -ad 1.1/2" Galy. Joist Nails
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2 X 4 SPF BOTTOM PLATE
2
2
I I
Simpson SP4
I
Or Equiv. For Up'fo 735# Uplift
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
24" 16 16" 24"
314" 314"
144"
Q EAVE ELEVATION w/o DOOR rbGABLE ELEVATION with DOOR
C� SCALE: 3/8" = 1'-0" 1 SCALE: 3/8" = 1'-0"
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
-- . . _ - - _ _ _ = 7/16" OSB Roof I
- - - _ - - - 19/32" x 3 Gable
_- -- - _ _ _ - _ - _ 2x6SPF
_ . . - - _ - _ - - - _ --_ -.- Overhang
114" 72"
OVERALL Metal Corner Tiff
HEIGHT
84"
SIDE
WALL 72"
4/4 x 3" hlorizontal UG
4/4 x 3" Vertical Door
Black'r-Handle
4/4 x 3" Vertical Doo
3/8" thick 8" O.C. Sri
Treated
Wood Floor
OPTIONAL
Simpson H2.5A Rafter to Stud w/
31 24"
2 201..
Typ. 2
ANCHORS
72" O.C.
AS REQ'D
REFER TO FLOOR "
DETAILS BELOW A
EAVE SIDE FRAMING w/o DOOR
SCALE: 3/8" = 1'-0"
314, 314,
144"
AVE ELEVATION with DOOR
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 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS.
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
Q 6. IF USING THE LP PROSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST
SPACING MUST GO TO 12" O.C.
2 x 4 P.T. JOISTS @
16" OC (TYP) ...
16"
48" 11 6"
rn USB TyP
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31..
2
922
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441 t.
2 '
Dblr
1iu
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JOISTS w/ 8d RING
LU
X
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
711
r
I 32' I
I I
\
/ I
781"
2
I
I
I I
Simpson LSTA9
9
67"
8
Stud
SCALE: 1" = 1'-0"
4/4 x 3" hlorizontal UG
4/4 x 3" Vertical Door
Black'r-Handle
4/4 x 3" Vertical Doo
3/8" thick 8" O.C. Sri
Treated
Wood Floor
OPTIONAL
Simpson H2.5A Rafter to Stud w/
31 24"
2 201..
Typ. 2
ANCHORS
72" O.C.
AS REQ'D
REFER TO FLOOR "
DETAILS BELOW A
EAVE SIDE FRAMING w/o DOOR
SCALE: 3/8" = 1'-0"
314, 314,
144"
AVE ELEVATION with DOOR
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 12" O.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS.
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
Q 6. IF USING THE LP PROSTRUCT FLOOR SYSTEM W/ SMARTFINISH, FLOOR JOIST
SPACING MUST GO TO 12" O.C.
2 x 4 P.T. JOISTS @
16" OC (TYP) ...
16"
48" 11 6"
rn USB TyP
o Decking
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LU
SECURE JOIST TO
SILL w/ (2) 16d RING
SHANK NAILS @
EACH JOIST
2 x 4 P.T. BOND
BOARD (TYP) ...
SECURE BOND @
CORNERS w/ (3) 16d
RING SHANK NAILS
Va" OSB OR CDX
TREATED PLYWOOD <
PRO`; FRUCT ...
SECURE FLOUR
DECKING TO FLOOR
z
31..
2
922
Dblr
-
441 t.
2 '
Dblr
1iu
Z I
JOISTS w/ 8d RING
LU
X
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
NOTE:
T.P.
I 32' I
I I
\
/ I
781"
2
W/2-164 RING SHANK NAILS
I I
Simpson LSTA9
9
67"
SCALE: 1" _
1
Stud
SCALE: 1" = 1'-0"
@ EDGES & 12" OC C
Header
(...or other approved Costumer...)
SECURE JOIST TO
SILL w/ (2) 16d RING
SHANK NAILS @
EACH JOIST
2 x 4 P.T. BOND
BOARD (TYP) ...
SECURE BOND @
CORNERS w/ (3) 16d
RING SHANK NAILS
Va" OSB OR CDX
TREATED PLYWOOD <
PRO`; FRUCT ...
SECURE FLOUR
DECKING TO FLOOR
z
31..
2
922
Dblr
-
441 t.
2 '
Dblr
32'
64"
Door
Opening
JOISTS w/ 8d RING
LU
96"
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
NOTE:
T.P.
I 32' I
I I
SHANK NAILS @ 6" Of
96" T.P.
781"
2
W/2-164 RING SHANK NAILS
I I
Simpson LSTA9
9
67"
SCALE: 1" _
1
Stud
SCALE: 1" = 1'-0"
@ EDGES & 12" OC C
Header
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
(8) ed Galy. 1-1/2" Joist Notes
Simpson LSTA9
Saud to Cup Paola with
CONSTRUCTION NOTES:
INTERMEDIATE
BID
zr•
•
ANGLED IN f0 FLOOR
(6) 6d Galy. 1.1/2" Joist Notes
511I
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
ORIGINAL DOOR OPENING
K
EXISTING CONCRETE SLAB
SUPPORTS
68"
Jack
-USE SIDING CU'f-OFFAS **"
°
Stud
FRAME
HEADER FILLER MATERIAL
I I
ROOFING NOTES:
Simpson SP4
w/ 6 -ad 1.1/2" Galy. Joist Nails
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2 X 4 SPF BOTTOM PLATE
2
2
I I
Simpson SP4
I
Or Equiv. For Up'fo 735# Uplift
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
24" 16 16" 24"
EXCEED APPLICABLE LOCAL CODES.
40" 64" 40"
I
I/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
144"
71 ol
Or Equiv. For Up To 735# Up it
2 X 4 P. r. SILL PLATE
PER MANUFACTURERS INSTRUCTION /
4 NAILS PER SHINGLE
112" LAO SCREW
3. PANELS SHALL BE ATTACHED TO BOTTOM
�ANFORD BUILDING DIVISION # 1 7 - 2 5 6 6
4. THIS FLOOR FRAMING PLAN IS FOR THE
W/ 2"X'2"X1/8" FENDER WASHER
4" COMPACTED
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
4 x 4 P.T. RUNNERS
o
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
A36 A.B., MIN. REBAR LAP = 20".
ATTACHED TO FOUNDATION OR BOND
(TYP) ... TOE NAIL
2 x 4 SPF Stud
SAND OR GRAVEL
ANY DEVIATION OR MODIFICATION
2" RING SHANK NAILS EVERY 3"
c c
3/4" THROUGH BOLT
@ 24" Q.C.
FLOOR JOIST TO
4 X 4 P.T. RUNNERS
IS STRICTLY PROHIBITED
/
2 x 4 P.T. BOND BOARD
/
\
w\LD/A/G
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
/
ANGLED INTO FLOOR
RUNNER w/ (2) 16d
5. IN THE EVENT OF A DIMENSIONAL OR
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
ANY DEVIATION AND MODIFICATION
TOE NAIL FLOOR JOIST
TO RUNNERS W/2 -12d RING
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
SANFORD
to
30" SINGLE HELIX ANCHOR
RING SHANK NAILS
MATERIAL DISCREPANCY, NOTIFY BACKYARD
FRAME, 1/2" FROM EDGE
TOE NAIL FLOOR JOIST
4. WHERE WINDOWS & DOORS INTERUPT
SIMP'dUN #HU5B CONNECTOR
2 x 4 SPF Rafter
Ring Shank Nails
@ EACH JOIST/
PRODUCTS, LLC.
Stleathinc
J
MODEL MTE-30 AS MFD.
5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL BE PLYWOOD SHEATHING, FRAMING ANCHORS
CONSTRUCTION OR VIOLATIONS OF THIS CODE
TO RUNNERS W/2.12d RING
RUNNER
48" 48"
5/6" WEDGE ANCHOH BOLT 72" O.C. 5" LANG
48"
INTERSECTION
RUNNER INTERSECTION
USB
OSB
BY TIEDOWN ENGINEER. ATLANTA, GA.
- OSB
- - - - - -f�- - � - - -�
16" Max.
Decking Decking
Decking
To First Helix
141"
(...or ether approved lastaner...)
SEE FLOOR
Anchor Screwed
Treated Joists
i ^.° ....:� •'p_ ;'
FOOTING DEATIL
Into Floor Joist
� Q^ D, \
p
Ultimate Design Wind
S h 140 FIT. Live Ld. /Wood (psf)
36 Roof Live Load (psf) 36
Rev.
A
RUNNER IN TEHSECfION
144
Revision
GENERAL NOTE REVISED, ALL NAIL NOTES UPDATED
'RING
_ TO WHO IT t�v COri ERN•
Richard Koziol ICL, f7 r_ THIS T CTURE IS
p - DESIGNED IN CONFORMANCE
�GIJl1GrON IE
BACKYARP
WOOD FLOOR
FRAMING
3/8" thick NO Groove
1
SCALE: 3/8" = 1'-0"
:.
144"
rd� GABLE_ ELEVATION w/o DOOR
1 SCALE: 3/8" = 1'-0"
16
of
1e
14
4"
x 4 Built Up Header -
2 x 4 "King" Stud -
2 x 4 "Jack" Stud -
*** Gable Rafter ***
Flush To Wall Siding
32"
Side -
Wall
Dblr .G
114"
32'
3/8" OSB or EZ PANEL Gus
GLUED & NAILED with
(14) 4d 1-1/2" Ring Shank Na
2 x 4 Gable Connector
* Used As A Nailing Surfa
t 1 For Gable Panels
3f'1 -Layer 15# Felt
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
3255' 782' 32$"
"OPTIONAL" ROLL -UP DOOR FRAMING
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
11
144"
1442" Siding
15716' Roof Line
r� ROOF FRAMING
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
7/16" OSB Roof Deck
2 x 4 SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SrnartSide - 8" D.C.
x 4 SPF Bottom Plate
x 4 Treated Floor Frami
A
I I
set Y
24"
ils Typ 24"
Connectors
ce
IRK
16"
64"
Door Opening 14
N
Frar
1
32.
16"
24-1
ng TYP 32' 24
202 T
" 4.. 201f�31
yp. 'I 2
32.
r GABLE FRAMING with DOOR E STUD LOCATIONS / DOOR ON GABLE
SCALE: 3/8" = V-0" l 1 f
1443"
SCALE: 3/8" = 1'•0"
14
Ov
4"
ging
24"
Typ.
43.,
4
erall
24"
Typ,
31,
2
�1
1444"
Overall 144"
24" Framing
24" -
Typ.
31..
2
922
Dblr
-
441 t.
2 '
Dblr
32'
64"
Door
Opening
NAILED W/8d RING SHANK NAILS Q 6" O.C. ON ALL SEAMS &TOP &
u
24
202 16" 4 121'
96"
48"
T.P.
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
NOTE:
T.P.
I 32' I
I I
NOTE: (FOR SHEARWALL VALUE)
EL PANEL USED FOR UPLIFT
& SHEAR CLIPS NOT REQ 2 X 4 SPF STUD Q 20." O.C.
96" T.P.
781"
2
W/2-164 RING SHANK NAILS
I I
Simpson LSTA9
9
67"
SCALE: 1" _
1
Stud
SCALE: 1" = 1'-0"
Stud to Tap Plate with
Header
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
(8) ed Galy. 1-1/2" Joist Notes
Simpson LSTA9
Saud to Cup Paola with
CONSTRUCTION NOTES:
EACH JOIST
HANG
•
ANGLED IN f0 FLOOR
(6) 6d Galy. 1.1/2" Joist Notes
511I
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
ORIGINAL DOOR OPENING
K
EXISTING CONCRETE SLAB
68"
Jack
-USE SIDING CU'f-OFFAS **"
°
Stud
FRAME
HEADER FILLER MATERIAL
I I
ROOFING NOTES:
Simpson SP4
w/ 6 -ad 1.1/2" Galy. Joist Nails
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2 X 4 SPF BOTTOM PLATE
2
2
I I
Simpson SP4
I
Or Equiv. For Up'fo 735# Uplift
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
24" 16 16" 24"
EXCEED APPLICABLE LOCAL CODES.
40" 64" 40"
I
I/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
144"
71 ol
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
3255' 782' 32$"
"OPTIONAL" ROLL -UP DOOR FRAMING
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
11
144"
1442" Siding
15716' Roof Line
r� ROOF FRAMING
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
7/16" OSB Roof Deck
2 x 4 SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SrnartSide - 8" D.C.
x 4 SPF Bottom Plate
x 4 Treated Floor Frami
A
I I
set Y
24"
ils Typ 24"
Connectors
ce
IRK
16"
64"
Door Opening 14
N
Frar
1
32.
16"
24-1
ng TYP 32' 24
202 T
" 4.. 201f�31
yp. 'I 2
32.
r GABLE FRAMING with DOOR E STUD LOCATIONS / DOOR ON GABLE
SCALE: 3/8" = V-0" l 1 f
1443"
SCALE: 3/8" = 1'•0"
14
Ov
4"
ging
24"
Typ.
43.,
4
erall
24"
Typ,
31,
2
�1
1444"
Overall 144"
24" Framing
24" -
Typ.
48"
4
32'
64"
Door
Opening
NAILED W/8d RING SHANK NAILS Q 6" O.C. ON ALL SEAMS &TOP &
u
24
202 16" 4 121'
96"
EXCEPT Q OPENINGS
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
r------- - - - - - - ---
NOTE:
T.P.
I 32' I
I I
NOTE: (FOR SHEARWALL VALUE)
EL PANEL USED FOR UPLIFT
& SHEAR CLIPS NOT REQ 2 X 4 SPF STUD Q 20." O.C.
EZ PANEL USED FOR UPUFT
$SHEAR CLIPS NOT REG.
781"
2
W/2-164 RING SHANK NAILS
I I
Simpson LSTA9
1
SCALE: 1" _
1
Stud
SCALE: 1" = 1'-0"
Stud to Tap Plate with
24"
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
(8) ed Galy. 1-1/2" Joist Notes
MONOLITHIC SLAB FOOTING NOTES:
CONSTRUCTION NOTES:
EACH JOIST
HANG
761" I
21
ANGLED IN f0 FLOOR
1
511I
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
ORIGINAL DOOR OPENING
K
EXISTING CONCRETE SLAB
2 X a SPF BOTTOM PLATE
-USE SIDING CU'f-OFFAS **"
EXCEED APPLICABLE LOCAL CODES.
FRAME
HEADER FILLER MATERIAL
I I
ROOFING NOTES:
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2 X 4 SPF BOTTOM PLATE
I I
Simpson SP4
I
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
I w/ 6-Bd 1-1/2" G"Iv. Joist Nails
EXCEED APPLICABLE LOCAL CODES.
FRAMING. FLATWISE BLOCKING SHALL
_
BE USED AT ALL HORL. PANEL JOINTS.
I/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
2 x 4 SPF Top Plate
Or Equiv. For Up To 735# Up it
2 X 4 P. r. SILL PLATE
PER MANUFACTURERS INSTRUCTION /
4 NAILS PER SHINGLE
112" LAO SCREW
3. PANELS SHALL BE ATTACHED TO BOTTOM
MATERIAL NOTES:
ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
APA SPECIFICATIONS.
ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET
THE APPLICABLE CODES.
ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
SECURE ROOF DECKING W/8d
RING SHANK NAILS
3255' 782' 32$"
"OPTIONAL" ROLL -UP DOOR FRAMING
NOTE:
1. THIS ROOF PLAN IS GOOD FOR THE 12' WIDE
GABLE ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
11
144"
1442" Siding
15716' Roof Line
r� ROOF FRAMING
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
7/16" OSB Roof Deck
2 x 4 SPF Rafter
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SrnartSide - 8" D.C.
x 4 SPF Bottom Plate
x 4 Treated Floor Frami
A
I I
set Y
24"
ils Typ 24"
Connectors
ce
IRK
16"
64"
Door Opening 14
N
Frar
1
32.
16"
24-1
ng TYP 32' 24
202 T
" 4.. 201f�31
yp. 'I 2
32.
r GABLE FRAMING with DOOR E STUD LOCATIONS / DOOR ON GABLE
SCALE: 3/8" = V-0" l 1 f
1443"
SCALE: 3/8" = 1'•0"
14
Ov
4"
ging
24"
Typ.
43.,
4
erall
24"
Typ,
31,
2
�1
1444"
Overall 144"
24" Framing
24" -
Typ.
48"
4
32'
64"
Door
Opening
NAILED W/8d RING SHANK NAILS Q 6" O.C. ON ALL SEAMS &TOP &
u
24
202 16" 4 121'
Fra
TYPO. 2
31"
2
STUD LOCATIONS / DOOR ON EAVE
4 3/8" OSB or EZ PANEL Gusset
GLUED & NAILED with
2481 24" 242' (14) 4d 1-1/2" Ring Shank Nails
Simpson H2.5A Rafter to Stud w/ 2 x 4 Gable Connector
* (10) 8d 1-1/2" Galy. Joist Nails * * Used As A Nailing Surface
x * 48 For Gable Panels
m0
cn H2.5A a) U) 1 -Layer 15# Felt
2x4SPF
cc Collar
1,t_ 7/16" OSB Roof Deck
Tie n 1 36-
T 0 96 48 0
2 181" 2 x 4 SPF Rafter
t Dblr Dblr Side 922' 8 442
in
K l `4' T.P. 784" T.P. ,� Wall \ I Dblr Dblr
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7"
1
II 32, II 67" II
1 I Header II
Simpson LS'll,
St to Top Plalel with
I(6) 8d G"Iv. 1.112" Joist Notos11 1 1
Back Wall1 11 782
II Framing II
II I II •-
II II II
II II � II
II II II
II II II
Slppson SP4
I I w/ 6-6d I111''/2" Galy. Joist Nail9
_ LL - - Ur EquivrZr Up.TQ,7,yl�# Upliltli _
d
SCALE: 3/8" = 1'-0"
14'
Ove
44"
ming
\ 2 x 4 SPF Top Plate
& Doublers
2x4SPF Stud
3/8" SmartSide - 8" o.c. Door panel
& trim
2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Frarning
32" 202" 24" 16" 64" 122 32 48" 96"
144 144
RECORD COPY
� EAVE SIDE FRAMING with DOOR J GABLE FRAMING w/o DOOR
5/0" O58 or COX TREATED PLYWOOD OR
PROSTRUCTFLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST NOTE:
W/Bd RING SHANK NAILS EZ PANEL USED FOR UPLIFT
@ 6" O.C. Q EDGES & 12" U.C. & SHEAR CLIPS NOT REQ.
Q INTERMEUTAfE SUPPORTS EXCEPT Q OPENINGS
2x4PT
JOIST
16"
SCALE: 3/0" = V-0"
\1/ SCALE: 3/8" = 1'-0"
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 4d 1-1/2" RING SHANK NAILS
Q RAFTER SECTION
SCALE: 1" = V-0"
Secure door hinge board from
nside using (6) 1" c'sink screws.
typical both sides of doors.
Shelf panel
Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
DOOR INSTALL
j J
SCALE: 3/0" = 1'-0"
14
)rail
SHEATHING GRADE 316" EZ PANEL
48"
4
6
NAILED W/8d RING SHANK NAILS Q 6" O.C. ON ALL SEAMS &TOP &
NAILED W/8d RING SHANK NAILS Q 6" O.C. TOP & BOTTOM
96"
EXCEPT Q OPENINGS
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
EDGE (TOP & BOTTOM OF OPENINGS) & 12" V.C.
Q INTERMEDIATE SUPPORTS.
NOTE:
T.P.
T.P.
NOTE: (FOR SHEARWALL VALUE)
EL PANEL USED FOR UPLIFT
& SHEAR CLIPS NOT REQ 2 X 4 SPF STUD Q 20." O.C.
EZ PANEL USED FOR UPUFT
$SHEAR CLIPS NOT REG.
781"
2
W/2-164 RING SHANK NAILS
1
SCALE: 1" _
1
Stud
SCALE: 1" = 1'-0"
24"
Typ.
24"
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
MONOLITHIC SLAB FOOTING NOTES:
CONSTRUCTION NOTES:
d
SCALE: 3/8" = 1'-0"
14'
Ove
44"
ming
\ 2 x 4 SPF Top Plate
& Doublers
2x4SPF Stud
3/8" SmartSide - 8" o.c. Door panel
& trim
2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Frarning
32" 202" 24" 16" 64" 122 32 48" 96"
144 144
RECORD COPY
� EAVE SIDE FRAMING with DOOR J GABLE FRAMING w/o DOOR
5/0" O58 or COX TREATED PLYWOOD OR
PROSTRUCTFLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST NOTE:
W/Bd RING SHANK NAILS EZ PANEL USED FOR UPLIFT
@ 6" O.C. Q EDGES & 12" U.C. & SHEAR CLIPS NOT REQ.
Q INTERMEUTAfE SUPPORTS EXCEPT Q OPENINGS
2x4PT
JOIST
16"
SCALE: 3/0" = V-0"
\1/ SCALE: 3/8" = 1'-0"
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 4d 1-1/2" RING SHANK NAILS
Q RAFTER SECTION
SCALE: 1" = V-0"
Secure door hinge board from
nside using (6) 1" c'sink screws.
typical both sides of doors.
Shelf panel
Mount door hinge board using
(3) 3" c'sink screws into framing.
Typical both sides of doors.
DOOR INSTALL
j J
SCALE: 3/0" = 1'-0"
14
)rail
SHEATHING GRADE 316" EZ PANEL
SHEATHING GRADE 3/8" EZ PANEL
4
6
NAILED W/8d RING SHANK NAILS Q 6" O.C. ON ALL SEAMS &TOP &
NAILED W/8d RING SHANK NAILS Q 6" O.C. TOP & BOTTOM
4" CONCRETE
EXCEPT Q OPENINGS
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
EDGE (TOP & BOTTOM OF OPENINGS) & 12" V.C.
Q INTERMEDIATE SUPPORTS.
NOTE:
SHEATHING GRADE 3/6" EZ PANEL
NAILED W/Bd RING SHANK NAILS 0 6" O.C. TOP & BOTTOM
2 X 4 SPF STUD Q 24" O.C. C� SIDE BY SIDE
NOTE: (FOR SHEARWALL VALUE)
EL PANEL USED FOR UPLIFT
& SHEAR CLIPS NOT REQ 2 X 4 SPF STUD Q 20." O.C.
EZ PANEL USED FOR UPUFT
$SHEAR CLIPS NOT REG.
EDGE TOP &BOTTOM OF OPENINGS & t2" O.C.
( )
Q INTEFIMEUTATE SUPPORTS. (FOR SHEARWALLVALUE)
3/8" thick Gusset
SECURE JOIST TO BOND BOARD
4
6
8
2 X 4 SPF BOTTOM PLATE
4" CONCRETE
EXCEPT Q OPENINGS
2 x 4 SPF Doubler
1!2" WEDGE ANCHOR BOLT %'L" O.C. a-1/2' LONG
`2 x 4 P. r. JOIS rS Q 18" O.C.
EXCEPT Q OPENING
2 X 4 SPF STUD Q 24" O.C.
MONOLITHIC CONCRETE SLAB
��
DETAIL T WOOD FLOOR ON EXISTING CONCRETE SLAB DETAIL
W/2-164 RING SHANK NAILS
1
SCALE: 1" _
1
2" NAILS EVERY 3"
SCALE: 1" = 1'-0"
SCALE: 1" = V-0"
(...or other approved Costumer...)
WOOD FLOOR FOOTING NOTES:
MONOLITHIC SLAB FOOTING NOTES:
CONSTRUCTION NOTES:
EACH JOIST
HANG
ANGLED IN f0 FLOOR
sXs 10/lo WIRE MESH
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
1. ALL MATERIALS AND LABOR SHALL MEET OR
EXISTING CONCRETE SLAB
2 X a SPF BOTTOM PLATE
MONOLITHIC SLAB ISNOT REQUIRED
EXCEED APPLICABLE LOCAL CODES.
FRAME
OR FIBERMESH
ROOFING NOTES:
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2 X 4 SPF BOTTOM PLATE
I
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
EXCEED APPLICABLE LOCAL CODES.
FRAMING. FLATWISE BLOCKING SHALL
_
BE USED AT ALL HORL. PANEL JOINTS.
I/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
2 x 4 SPF Top Plate
2 X 4 P. r. SILL PLATE
PER MANUFACTURERS INSTRUCTION /
4 NAILS PER SHINGLE
112" LAO SCREW
3. PANELS SHALL BE ATTACHED TO BOTTOM
�ANFORD BUILDING DIVISION # 1 7 - 2 5 6 6
4. THIS FLOOR FRAMING PLAN IS FOR THE
W/ 2"X'2"X1/8" FENDER WASHER
4" COMPACTED
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
PLATES & TOP PLATES.
LOWEST PLATE SHALL BE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
A36 A.B., MIN. REBAR LAP = 20".
ATTACHED TO FOUNDATION OR BOND
LICENSE'f0 PROCEED WITH THE WORK AND NUT AS
2 x 4 SPF Stud
SAND OR GRAVEL
ANY DEVIATION OR MODIFICATION
2" RING SHANK NAILS EVERY 3"
c c
3/4" THROUGH BOLT
@ 24" Q.C.
4 X 4 P.T. RUNNERS
IS STRICTLY PROHIBITED
B" Min.
2 x 4 P.T. BOND BOARD
SEE NOTE 4
SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN THE PLYWOOD
w\LD/A/G
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
3/8" SmarlSide - 8" O.C.
ANGLED INTO FLOOR
4 X 4 P.T. RUNNERS
5. IN THE EVENT OF A DIMENSIONAL OR
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
ANY DEVIATION AND MODIFICATION
TOE NAIL FLOOR JOIST
TO RUNNERS W/2 -12d RING
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
SANFORD
to
30" SINGLE HELIX ANCHOR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
FRAME, 1/2" FROM EDGE
TOE NAIL FLOOR JOIST
4. WHERE WINDOWS & DOORS INTERUPT
SIMP'dUN #HU5B CONNECTOR
2 x 4 SPF Rafter
Ring Shank Nails
SHANK NAILS Q EACH JOIST/
PRODUCTS, LLC.
Stleathinc
J
MODEL MTE-30 AS MFD.
5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL BE PLYWOOD SHEATHING, FRAMING ANCHORS
CONSTRUCTION OR VIOLATIONS OF THIS CODE
TO RUNNERS W/2.12d RING
TREATED FOR TERMITES PRIOR TO BUILDING INSPECTION
5/6" WEDGE ANCHOH BOLT 72" O.C. 5" LANG
5/8" thick Floor Sheathing
RUNNER INTERSECTION
BY TIEDOWN ENGINEER. ATLANTA, GA.
- - - - - -f�- - � - - -�
8" Min. l0 Sheathing
SHANK NAILS Q EACH JOTS fl
(...or ether approved lastaner...)
Edition (2014)
i ^.° ....:� •'p_ ;'
WITH IN 16" +/- OF CORNERS & 72" +/- UC MAX.
� Q^ D, \
p
Ultimate Design Wind
S h 140 FIT. Live Ld. /Wood (psf)
36 Roof Live Load (psf) 36
Rev.
A
RUNNER IN TEHSECfION
By
DWW
Revision
GENERAL NOTE REVISED, ALL NAIL NOTES UPDATED
'RING
_ TO WHO IT t�v COri ERN•
Richard Koziol ICL, f7 r_ THIS T CTURE IS
p - DESIGNED IN CONFORMANCE
�GIJl1GrON IE
BACKYARP
FLORIDA CLASSIC GABLE
3/8" thick NO Groove
eed m
:.
ORAS REQUIREDBYLOCALCODE
�\ \
D
_
TO INCLUDE SFIANK', H2.5 UPDATED TO H2.5A
4 _ WI FIT secnoN 1609 of T IE
�-/ FBc 5th EDIHON (2014)
. PROr�uc'rS, LIL.C.
ryCL
1 GI W I D E
Wind Exposure
r- -
FIT. Dead Ld. / Wood (psi)
30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
Roof Dead Load (psf)
`''r<�:'.,.''' \ ,
B
3/23/2016
r
ADDED TERMITE TREATMENT NOTES TO MONOLITHIC
{j4e)
625-3362 " FLORIDA BUILDING CODE FOR
Gable Panel
*** ***
2 x 4 TREATED
PRESSURE TREATED WOOD SHIMS
FOR LEVELING WHEN NECESSARY
Nominal Design Wind
esign ind Pressure
..
\ I
Pf1ESS URE- TREATED W0005tIIMS
FOR LEVELING WHEN NECESSARY
l -C t�; u'U a�15 FAK ' WIND LOADS.
�f -
-
-III_-III-_III-_III•
NOTE -
Flush Gable Panel �- I
To Top Of Rafter 2"X12"X12"OR6"x 16•x4°
SOLID CONCRETE BLOCK _
72" O.C. (TYP) n EACH SKID
NOPE:
5/8" thick Gable Trim THAN tl FLA'rERIO I WALLS GFiEArr Q PANEL
C. ** Gable Rafter *** JOINTS. SECU �13LKING W/2 -113d RING SHANK NAILS
lush To Wall Siding F1CF1F .PANELJUINrINCENrER 1/3 OF WALL
30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
WITH IN 24" OF CORNERS & 72" •F/- OC MAX.
QUANTITY REQUIRED
4
6
8
10
Tc
2 x 4 SPF Doubler
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND III I'Ti�iTI _-' -III-III-III-III- ==III-�-III-
SEE NOTE I rIEVIEWED P011 CODE COMPLIANCE �-1 11=III-III � 111 � F1'I I I=1 11. -11T -1T1= i
1 1- 11=1 1=1= 1=TT I
PLANS EXAMINER
�- Z.q
DA -
Tc
2 x 4 SPF Doubler
R WOO FLOOR FOOTING
DETAIL s
MONOLITHIC CONCRETE SLAB
��
DETAIL T WOOD FLOOR ON EXISTING CONCRETE SLAB DETAIL
1
SCALE: 1" _
1
SCALE: 1" = 1'-0"
SCALE: 1" = V-0"
WOOD FLOOR FOOTING NOTES:
MONOLITHIC SLAB FOOTING NOTES:
CONSTRUCTION NOTES:
WOOD FLOOR ON SLAB FOOTING NOTES:
HANG
1. WHEN MONOLITHIC SLAB IS USED, THIS
FLOOR FRAMING IS NOT REQUIRED
/ I
\\
1. WHEN FLOOR FRAMING IS USED. THIS
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS,
1. ALL MATERIALS AND LABOR SHALL MEET OR
MONOLITHIC SLAB ISNOT REQUIRED
EXCEED APPLICABLE LOCAL CODES.
2. ALL MATERIALS AND LABOR SHALL MEET OR
ROOFING NOTES:
2. ALL MATERIAL' AND LABOR SHALL MEET OR
2. ALL HORZ. JOINTS SHALL OCCUR OVER
EXCEED APPLICABLE LOCAL CODES.
1. APPROVED SHINGLES INSTALLED
TALLE
EXCEED APPLICABLE LOCAL CODES.
FRAMING. FLATWISE BLOCKING SHALL
_
BE USED AT ALL HORL. PANEL JOINTS.
2 x 4 SPF Top Plate
3. ALL LUMBER TO BE NO.2 GRADE SPRUCE
PINE FIR OR EQUIVALENT
PER MANUFACTURERS INSTRUCTION /
4 NAILS PER SHINGLE
3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3. PANELS SHALL BE ATTACHED TO BOTTOM
�ANFORD BUILDING DIVISION # 1 7 - 2 5 6 6
4. THIS FLOOR FRAMING PLAN IS FOR THE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
PLATES & TOP PLATES.
LOWEST PLATE SHALL BE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
A36 A.B., MIN. REBAR LAP = 20".
ATTACHED TO FOUNDATION OR BOND
LICENSE'f0 PROCEED WITH THE WORK AND NUT AS
2 x 4 SPF Stud
ANY DEVIATION OR MODIFICATION
EVERY RAFTER BETWEEN THE UPPER
c c
BEAM W
) /RING SHANK NAILS OR CONNECTORS OF AUTHORITY'r0 VIOLATE, CANCEL, ALTER OR SET
@ 24" Q.C.
IS STRICTLY PROHIBITED
AND LOWER ROOF PANELS.
4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN THE PLYWOOD
w\LD/A/G
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
3/8" SmarlSide - 8" O.C.
5. IN THE EVENT OF A DIMENSIONAL OR
BACKYARD PRODUCTS, LLC 12' WIDE GABLE
ANY DEVIATION AND MODIFICATION
SHEATHED WALLS.
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
SANFORD
Secured With 8d
MATERIAL DISCREPANCY, NOTIFY BACKYARD
IS STRICTLY PROHIBITED.
4. WHERE WINDOWS & DOORS INTERUPT
REQUIRING A CORRECTION OF ERRORS IN PLANS
Ring Shank Nails
PRODUCTS, LLC.
5. THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL BE PLYWOOD SHEATHING, FRAMING ANCHORS
CONSTRUCTION OR VIOLATIONS OF THIS CODE
TREATED FOR TERMITES PRIOR TO BUILDING INSPECTION
RE CONNECTORS SHALL BE USED TO
RESIT THE APPROPRIATE UPLIFT LOADS.
5/8" thick Floor Sheathing
DESIGN CRITERIA: FBC 5th
Edition (2014)
rL"
2 x 4 SPF Top Plate
Ultimate Design Wind
S h 140 FIT. Live Ld. /Wood (psf)
36 Roof Live Load (psf) 36
Rev.
A
Date
6/11/2012
By
DWW
Revision
GENERAL NOTE REVISED, ALL NAIL NOTES UPDATED
'RING
_ TO WHO IT t�v COri ERN•
Richard Koziol ICL, f7 r_ THIS T CTURE IS
p - DESIGNED IN CONFORMANCE
�GIJl1GrON IE
BACKYARP
FLORIDA CLASSIC GABLE
eed m
TO INCLUDE SFIANK', H2.5 UPDATED TO H2.5A
4 _ WI FIT secnoN 1609 of T IE
�-/ FBc 5th EDIHON (2014)
. PROr�uc'rS, LIL.C.
ryCL
1 GI W I D E
Wind Exposure
B
FIT. Dead Ld. / Wood (psi)
6
Roof Dead Load (psf)
6
B
3/23/2016
JD
ADDED TERMITE TREATMENT NOTES TO MONOLITHIC
{j4e)
625-3362 " FLORIDA BUILDING CODE FOR
�
2 x 4 TREATED
Nominal Design Wind
esign ind Pressure
CONCRETE SLAB NOTES it
l -C t�; u'U a�15 FAK ' WIND LOADS.
�f -
"�E ADeHE55
1000 TCmos Ur.
D
UwQ aY.
Kan saner L t NaNaon
Floor Frame
Speed (mph)
108
On Openings (psf)
42
Wall Dead Load (psf)
3
C
2 /17/2017
KS
ADDED PRO STRUCT FLOOR NOTE
V -
FLOHIDAf1'a 1,s1Fss
MUnioc MI.101s2
EarrseY• Oouglasweekly Auguet21,2015
Comp. Clad. Design
_
r te .
SCALE AS Noted
(734)
242.8800 9nEEr 1 of 1
N GABLE SECTION
Int. Pressure Coef.
0.55
Pressure (psf)
42
MATERIALS:
Gn,,th Dirrt.'"A' 12'-0" ase
16'-o" 20'-0" 24'-0"
�1 J SCFlLE: 1-1/2" =1'-0"
Risk Category
I
Roof Sheathing: 7/16" Rated 24/0
Gable Style
12'-0" wide by:
CLASSIC GABLE
Wall Sheathing: 3/8" Siding Rated 24/0
(T-0" Side Walls ONL
,1
FLA