HomeMy WebLinkAbout115 Pinecrest DrPERMIT APPLICATION
NO:
�9ocumented Construction Value:
Job Address. Historic District: Yes ❑ No
Parcel ID: 1, O&W- e1 go Residential - R Commercial ❑
Type of Work: New 1 1 Addition ❑ Alteration ❑ epair ❑ Demo 11 Change of Use ❑ Move ❑
Description of Work. , 10® / z-' �
Plan Review Contact Person� d���®'� l B/l �' Title:
phone: 1J 1� -ZezP F a m ��� � � _ Lanaiflo tA� � �° i✓,
Property Owner Information
Name Phone: q -,al -31
Street: Resident of property? o
City, State zips _29dName
Contractor Information
Street: /72,° /` Fax:� Jo �
City, State State Licens e No.a 1 �
Architect/ �aq ineer Information
Street, M,/ lei' ' d�'A � � LAI Fax:
CC ity, St, zap o / 'd�✓ �� �
E-mail:
Bonding Company: Mortgage Lender-
Address: Address:
WAl�i�ING TO ®121�:YOUR I+AII,URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMIYII? NCEMENT MUST BE
RECORDED D AND POSTED SDN THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO 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 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, sign,,, wells, pools,
furnaces, boilers, .heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the cods in effect as of that date: 5"' Edition (2014) Florida Building Code
R c.v;uN1
T- -1f) 4f1 9111' P—,;I, A—dire fi-
114"
OVERALI
HEIGHT
8411
SIDEWALL
i
A -- n
EAVE ELEVATION/
I SCALE: 3/8" = 1'-0"
— — ----- _ --
- - - - -.- - -.-
FE 72
114"
OVERALL
HEIGHT
2_,1
2 /
84" �1
SIDEWALL 7201
r
31 4 S'
2111
,�- 31 4 ° 314"
144"
F ELEVATION with
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 12" Q.C. ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS.
NAIL WITH Bd 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
5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE
FOLLOWING APPLIES:
f) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE
2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE
1
To
Anch
Into
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (4) 1-1/4" ROOFING NAILS
*** NOT INCLUDED WITH KIT ***
7/16" OSB Roof Panels
12
19/32" x ,3 Gable Trim l 7-7-� 5
2x61 SPF _
Overhang G7 ✓r
P r 72 �b
Metal Corner Trim
22", T
4/4 x 3" Horizontal Door Rail '
4/4 x 3" Vertical Door Style 1
�-- - Black 1T -Handle
4/4 x 3" Vertical Door Trim 1 ' 7211
- 3/8" thick 8"' D.C. SmartSide
Treated 3
--- Wood Floor 8
OPTI ONAL
-:
314' 4731 - -
120°'
LE ELEVATION wit
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 Panels M1
12
19/32" x 3 Gable Trim
- 2 x Fi'I SPF
n
Cverha
/-
-MetalCornerTrim I i
Door panel
& trim
® ® ® 61"
2411
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(14) 4d 1-1/2" RING SHANK NAILS
d RAFTER SECTION
1 SCALE: 1" = 1'-0"
4/4 x 3" Horizontal Door Rall 2 x 4 Built Up Header
4/4 x 3" Vertical Door Style
Black T -Handle
'� „ 2 x 4 "King" Stud
�t
4/4 x 3" Vertical Door Tri
IL
2 x 4 "Jack" Stud
- 3/8" thick 8" o.c. SmartSide
fn\\�
Treated
-- Wood Floor
OPTIONAL
120"
d' ALE ELEVATION
1 W/o DOOR
1 SCALE: 3/8" = 1'-0"
1 "
MATERIAL N®TES:
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
SECUHE ROOF DECKING W/6d
RING SHANK NAILS
2 x 4 P.T. JOISTS @
16" OC (TYP) ...
ECURE JOIST TO
LL w/ (2) 16d RING
SHANK NAILS @
EACH JOIST
2 x 4 P.T. BOND 1461 "
BOARD (TYP) ... 16
ECURE BOND @ Roof
)FINERS w/ (3) 16d Line
NG SHANK NAILS
1
OSB OR CDX TREATED
PLYWOOD ... SECURE
FLOOR DECKING TO
OOR JOISTS w/ 8d RING
-TANK NAILS @ 6" OC @
EDGES & 12" OC @
ERMEDIATE SUPPORTS
x 4 P.T. RUNNERS
TYP) ... TOE NAIL
FLOOR JOIST TO
UNNER w/ (2) 16d
ING SHANK NAILS
@ EACH JOIST/
RUNNER
INTERSECTION
SEE FLOOR
FOOTING DEATIL
LWOOD FLOOR FRAMING
1 SCALE: 3/8" = 1'-0"
B
I I II
2 x 4 SPF Rafter
I I II
` I 2 x 4 SPF Top Plate -4
I I II
Iii lI
3/8" OSB or EZ PANEL Gusse�
GLUED & NAILED WITH
9 I (14) 4d 1-1/2" RING SHANK N4
2 x 4 COLLAR TIE
SECURE COLLAR TIES
T6 RAFTERS W/4 -16d RING SHANK
NAILS (2 NAILS EACH RAFTER)
1 I I
7/16" OSB ROOF PANEL I I
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"
12011 Siding
13317-6" Roof Line
ROOF FRAMING
SCALE: 3/8" = V
243-11
2411 o.c.
Typ.
2x6SPF
OVERHANG
Secure door hinge board from
nside using (6) 1" c'sink screws.
Typical both sides of doors.
Shed panel
11 4
"
144
*** Gable Rafter **
Flush To Wall Siding 2483 24" 24�" -
Simpson H2.5A Rafter to Stud w/ *** Gable Rafter *°k*
(10) 8d 1-1/2" Galv. Joist Nails Flush To Wall Siding
H2.5A
ill
2x4SPF 3'' �- ". g22r
Collar 1 2p2°° (' ilblr
Tie 3Z'
-.
48" 96° Side Dbl f 1
- Wall _�f 3_Il u..
Al
DbIr
96 T P.
922' 442' 11
T.P.'- _. T.P.
!9'
67°
Header
114 Simpson LSTA9
Stud to Top Plate with
(8) 8d Galy. 1.1/2" Jolst Notes
782" 6811
/ 6.7�G'i Jack
® Strad
24" J
32 Typ- 202°' 321
ANCHORS
7,�,i Simpson SP4
J{rO.C��I w/6 -8d 1-1/2" Galy. Joist Nails
AS REQ'D Or Equiv. For Up To 735# Uplift
as
"REFER TO FLOOR
_
DETAILS BELOW'
s s @ a 0 1O �- 16' 1611 1211
28" 64" - 28'1
Mount door hinge board using Miry II, 44""
(3) 3" c'sink screws into framing. �/G�Gy A 120„
Typical both sides of doors.
P INSTALL c VE I / with DOOR
1 SCALE: 3/8" = V-0" / SCALE: 3/8 1 -0" \v� / SCALE: 3/8" = 1'-0"
1442"
- 24% 24" 242"
Simpson H2.5A Rafter to Stud w/
(10) 8d 1-1/2" GaIV. Joist Nails
c 481"
H2 5A'
m
(}
811" M l
-- --- - - --
rF,/
__-- -- - - - -
I
3� I
I I
I I
Sin lson LSTA9
Stud to rop Plate with
(8) Bd Galy, 1.1/2" Joist Notes
7Fr �" I 75"
>_ '
I ORIGINAL [)COR OPENING �
I *** USE SIDING GUT -OFF AS ***
HEADER FILLER MATERIAL
I I
I I
I I
Simpson SP4
I w/ 6-8d 1-1/2" Galy. Joist Nails I
jj Or Equly. Fa' Up To 735# UpIiH
2o-5.11 78211 20511 32
3/8" thick Gusset
2 x 4 SPF Rafter
3/8" thick No Groo'
Gable Panel
*** NOTE **
Flush Gable PanE
To Top Of Rafter
5/8" thick Gable Tr
Rafter **�
fall Siding
2 x 4 SPF Dou
2 x 4 SPF Top Plate --/
I
2 x 4 SPF Stud 1
(-W 24" O.C.
I
3/8" SmartSide - 8" o.c. 1
Secured With 8d j
Ring Shank Nails
5/8" thick Floor Sheathing I
I
I
I
2 x 4 SPF Top Plate
all
2 x 4 TREATED
Floor Frame
N GABLE E TIO_
1 SCALE: 1-1/2" = 1'-G'•
v�
c
7
1„
32
23
m
8i(D
@ 72" O.C. (TYP) @ EACH SKID
2x4SPF
1. WHEN MONOLITHIC SLAI3 IS USED, THIS
1, LL
Wall
Collar
2. ALL MATERIALS AND LABOR SHALL MEET OR
Dblr
96"
Tie 4811
1
i
I
JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS
Dblr
Dblr
PINE FIR OR EQUIVALENT
584' T.P.
4. THIS FLOOR FRAMING PIAN IS FOR THE
78411 T.P.
BACKYARD PRODUCTS, LLC 10' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
ANY DEVIATION OR MODIFICATION
EVERY RAFTER BETWEEN THE UPPER
IS STRICTLY PROHIBITED
AND LOWER ROOF PANELS.
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY BACKYARD
PRODUCTS, LLC.
711
l 3n11 67" 11
G
Header
Simpson LS'+
dd
Stud t0 Top Pla with
(8) 8d Galy. 1-1/2" J �S-t Notes I I
Sack Wall
7621
ram ng 1
I
/�
II II" II
II II tl
II II 11
II II J II
II II II
II II II
LI Si P4
/2" Gapeon
i w/:6 -8d ibt.Nails
JoLL
202'14-24" 1611 - 64" 11 111
144"" -
v�
c
7
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
5/8" OSB or CDX TREATED PLYWOOD
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST NOTE: SHEATHING GRADE 3/8" EZ PANEL
W/8d RING SHANK NP,ICS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP &
@ 6" O.C. @ EDGES
.8,12" Q.C. & SHEAR CLIPS NOT REQ. BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" U.C.
@ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 'two #4
@ SIDE BY
2 X 4 SPF STUD @ 24' Q.C.
2 x 4 P.T. JOIST @ 16" O.C. 2 X 4 SPF BOTTOM( PLATE 4" CONCI
SECURE JOIST TO BOND BOARD
W/2 -1 6U RING SHANK H NAILS 2" NAILS EVERY 3"
ANGLED INTO FLOOR 6X6 R FIB WI
@ EACH JOIST FRAME OR FIBER(
1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
W/ 2"X2"X1/8" FENDER WASHER 4" COMP/
OR
4 X 4 P.T. RUNNERS 2 x 4 P.T. BUND BOARD SAND
ASEE NO
TUE NAIL FLOOR JOIST
TO RUNNERS W/2-121$ RING t0 30" SINGLE HELIX ANCHOR
UTANK NAILS @ EACr1 JOIST/
She MODEL MTE 30 AS MFD.
RUNNER IN"fEHSEC710N BY TIEDOWN ENGINEER. ATLANTA, GA.
� WITH IN 24' +/- OF CORNERS & 72" +/- 00 MAX.
ORAS REQUIRED BY LOCAL CODE
1 30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
PRESSURE TREATED WOOD SHIMS % m
FOR LEVELING WHEN NECESSARY
2"X12"X 12'OR$ (16"x4"
1„
32
23
m
8i(D
@ 72" O.C. (TYP) @ EACH SKID
Side
1. WHEN MONOLITHIC SLAI3 IS USED, THIS
1, LL
Wall
2. ALL MATERIALS AND LABOR SHALL MEET OR
Dblr
EXCEED APPLICABLE LOCAL CODES.
31u
1
i
I
JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS
2
EACH END. PANEL JOINT IN CENTER 1 F_WAIJ
PINE FIR OR EQUIVALENT
4 NAILS PER SHINGLE
4. THIS FLOOR FRAMING PIAN IS FOR THE
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"
5/8" OSB or CDX TREATED PLYWOOD
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST NOTE: SHEATHING GRADE 3/8" EZ PANEL
W/8d RING SHANK NP,ICS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ 6" O.C. ON ALL SEAMS & TOP &
@ 6" O.C. @ EDGES
.8,12" Q.C. & SHEAR CLIPS NOT REQ. BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12" U.C.
@ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) 'two #4
@ SIDE BY
2 X 4 SPF STUD @ 24' Q.C.
2 x 4 P.T. JOIST @ 16" O.C. 2 X 4 SPF BOTTOM( PLATE 4" CONCI
SECURE JOIST TO BOND BOARD
W/2 -1 6U RING SHANK H NAILS 2" NAILS EVERY 3"
ANGLED INTO FLOOR 6X6 R FIB WI
@ EACH JOIST FRAME OR FIBER(
1/2" X 2-1/2" LAG SCREW INTO FLOOR JOIST
W/ 2"X2"X1/8" FENDER WASHER 4" COMP/
OR
4 X 4 P.T. RUNNERS 2 x 4 P.T. BUND BOARD SAND
ASEE NO
TUE NAIL FLOOR JOIST
TO RUNNERS W/2-121$ RING t0 30" SINGLE HELIX ANCHOR
UTANK NAILS @ EACr1 JOIST/
She MODEL MTE 30 AS MFD.
RUNNER IN"fEHSEC710N BY TIEDOWN ENGINEER. ATLANTA, GA.
� WITH IN 24' +/- OF CORNERS & 72" +/- 00 MAX.
ORAS REQUIRED BY LOCAL CODE
1 30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
PRESSURE TREATED WOOD SHIMS % m
FOR LEVELING WHEN NECESSARY
2"X12"X 12'OR$ (16"x4"
QUANTITY REQUIRED
4
SOLID CONCRETE BLOCK
8i(D
@ 72" O.C. (TYP) @ EACH SKID
"w%
1. WHEN MONOLITHIC SLAI3 IS USED, THIS
t
NOTE:
2. ALL MATERIALS AND LABOR SHALL MEET OR
FOR EXTERIOR WALLS GREATER
EXCEED APPLICABLE LOCAL CODES.
THAN O FLATWISE BLOCKING REDID @ PANEL
1
i
I
JOINTS. SECURE BLOCKING W/2 -16d RING SHANK NAILS
3. ALL LUMBER TO BE NO. 2 GRADE SPRUCE
EACH END. PANEL JOINT IN CENTER 1 F_WAIJ
30" SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
WITH IN 24" +/- OF CORNERS & 72" +/- OC MAX.
QUANTITY REQUIRED
4
6
8i(D
W OOR-FOMING-N
"w%
1. WHEN MONOLITHIC SLAI3 IS USED, THIS
t
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
For Gable Panels
-- 1 -Layer 15# Felt
---7/16" OSB Roof Deck
-- 2 x 4 SPF Rafter
---- 2 x 4SPF TopblePlate
& Dours
2 x 4 SPF Stud
I
29
64"
Door Opening
32'
- 3/8" SmartSide - 8" o.c.
24"
- 2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Framing Typ. 32
20-°II G
1 " 4_ 24t1 K— sin 111 T9 b
2 Typ.
321't
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
For Gable Panels
1 -Layer 15# Felt
7/16" OSB Roof Deck
11
tj
s' -1-' _
( 1dr :. 2
r�WOOD FLOOR FOOTING T IL
D
SCALE: 1 °' _ 'I'-0"
W OOR-FOMING-N
"w%
1. WHEN MONOLITHIC SLAI3 IS USED, THIS
t
FLOOR FRAMING IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR
ROOFING NOTES:
EXCEED APPLICABLE LOCAL CODES.
Stud 2411 24
Typ
1
i
I
1. APPROVED SHINGLES INSTALLED
3. ALL LUMBER TO BE NO. 2 GRADE SPRUCE
PER MANUFACTURERS INSTRUCTION /
PINE FIR OR EQUIVALENT
4 NAILS PER SHINGLE
4. THIS FLOOR FRAMING PIAN IS FOR THE
BACKYARD PRODUCTS, LLC 10' WIDE GABLE
2. H CLIPS ARE USED BETWEEN
ANY DEVIATION OR MODIFICATION
EVERY RAFTER BETWEEN THE UPPER
IS STRICTLY PROHIBITED
AND LOWER ROOF PANELS.
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) 4d 1 1/2" Ring Shank Nails
2 x 4 Gable Connector
* Used As A Nailing Surface
For Gable Panels
-- 1 -Layer 15# Felt
---7/16" OSB Roof Deck
-- 2 x 4 SPF Rafter
---- 2 x 4SPF TopblePlate
& Dours
2 x 4 SPF Stud
I
29
64"
Door Opening
32'
- 3/8" SmartSide - 8" o.c.
24"
- 2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Framing Typ. 32
20-°II G
1 " 4_ 24t1 K— sin 111 T9 b
2 Typ.
321't
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
For Gable Panels
1 -Layer 15# Felt
7/16" OSB Roof Deck
11
tj
s' -1-' _
( 1dr :. 2
D
1 IF 96n 1
9221" T.P. T.P.
Dblr
202"
t
Dblr
781'1
2
I
Stud 2411 24
Typ
1
i
I
2411 96i1
1 2
120"
SCALE: 3/8" = V-0"
2 x 4 SPF Rafter
0L"
blr
2 x 4 SPF Top Plate
& Doublers
2 x 4 SPF Stud
3/8" SmartSide - 8" o.c.
2 x 4 SPF Bottom Plate
x-4 Treated Floor Fram;ng
12"
16"
1204'1
Overall
120"
Framing
1611
12"
320 202" Typ 16" 122
31"
2
STUD LOCATIONSVE
SCALE: 3/8" = V-0"
SHEATHING GRADE 318" EZ PANEL
NAILED W/8d RING SHANK NAILS @ 8" O.C. TOP & BOTTOM
EDGE (TOP &BOTTOM OF OPENINGS) & 12" O.C. SHEATHING GRADE 3/8" EZ PANEL
ARS@ INTERMEDIATE SUPPORTS. NOTE:
NAILED W/$d RIND SHANK NAILS 6" Q.C. TOP &BOTTOM
;IDE NOTE: (FOR SHEARWALL VALUE) EZ PANEL USED FOR UPDFr /"'— EDGE (TOP & BOTTOM OF OPENINGS) & 12" O.C.
EZ PANEL USED FOR UPLIFT & SHEAR CLIPS NOT REO.
&SHEAR CLIPS NOT REQ. 2 X 4 SPF STUD @ 24" O.C. EXCEPT @ OPENINGS @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
SFE EXCEPT @ OPENINGS 1/2" WEDGE ANCHOR BOLT 72" O.C. 8-1/2" LONG 2 x 4 P.T. JOISTS @ 16' Q.C. 2 X 4 SPF STUD @ 24" O.Q.
(...or other approved fastener...)
E MESH 2 X 4 SPF BOTTOM PLATE
ESH 2 X4 SPF BOTTOM PLATE EXISTING CONCRETE SLAB
--- '2 X 4 P.T. SILL PLATE --•� 1/2" LAG SCREW
:TED .. „-_. ... ..._....w.. . ,} 3/4"'rHH0UGF1 BOLT
RAVEL 2" RING SHANK NAILS EVERY 3"
4 -' /---ANGLED INTO FLOOR 4 X 4 P.T. RUNNERS SIMPSON #HD58 CONNECTOR
/ FRAME, 1/2" FROM EDGE TOE NAIL FLOOR JOIST
TO RUNNERS W/2 -12d RING 5/8" WEDGE ANCHOR BOLT 7Z'O.C. 5" LONG
8" Min. to Shealhfn SHANK NAILS @ EACH JOIST/ (...or other approved fastener.-)
__ --—.-..---� 9 RUNNER INTERSECTION
PRESSURE TREATED WOOD SHIMS
FOR LEVELING WHEN NECESSARY
\\0
12" Minimium
TYPICAL MONOLITHIC SLAB
SECTION ALL AROUND.._
SEE NOTE 1 llI�G Ptry/IIcmm rODE COMPLIANGF-
12" --�
MONOLITHIC SLAB FOOTING NOTES:
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 is BE
3000 PSI CONCRETE, A615 GRADE 60 REB,AR,
A36 A.B., MIN. REBAR LAP = 20".
4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
BACKYARD PRODUCTS, LLC 10' WIDE GABLE
ANY DEVIATION AND MODIFICATION
IS STRICTLY PROHIBITED.
SCALE: 1" = 1'-0" 1 SCALE: 1" = V-0"
CONSTRUCTION NOTES: WOOD FLOOR ON SLAB FOOTING NOTES:
1. PLYWOOD PANELS SHALL BE INSTALLED 1. ALL MATERIALS AND LABOR SHALL MEET OR
W/ FACE GRAIN PARALLEL TO STUDS. EXCEED APPLICABLE LOCAL CODES.
2. ALL HORZ. JOINTS SHALL OCCUR OVER
El SEDHIZLOCEILNTsAT ALL ORPANJOINS. � � �� a � 151 U �N
3. PANELS SHALL BE ATTACHED TO BOTTOM A PERMIT isi SHALL BE CONSTRUED TO BE A
PLATES & TOP PLATES. LICENSE TO PROCEED WITH THE WORK AND NOT AS
LOWEST PLATE SHALL BE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ATTACHED TO FOUNDATIONOR BOND
BEAM) W/ RING SHANK NAILS OR CONNECTORS ASIDE ANY OF TIME PROVISIONS OF THE TECHNICAL
OF SUFFICIENT CAPACITY TO RESIST THE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
UPLIFT (DEVELOPED IN THE PLYWOOD THE BUILDING OFFICIAL FROOM THEREAFTER
SHEATHED WALLS, REQUIRING A CORRECTION OF ERRORS IN PLANS _._
4. WHERE WINDOWS &DOORS INTERUPT CONSTRUCTION OR VIOLATIONS OF THI S CODE
f ..
PLYWOOD SHEATHING, FRAMING ANCHORS JUNa , 6 ��
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
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