HomeMy WebLinkAbout2006 S Cedar Ave 18-2332 (A) HOUSE REPAIR'Fry UF
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Bi ilding & Fire Preveiztion Division
PE, llKITAPPLICATION
Application No: l � �_' 3 d
Documented Construction Value: $ 4500.00
Job Address: 2006 S Cedar Sanford FI. Historic District: Ves❑No0
Parcel ID: 36-19-30-520-0000-1240 Residential Commercial[]
Type of Work: Nero[] Addition[—] Alteration 11 Repair I,–/] Demo ❑ Change of Use❑ Move 1-1
Description of Work: Fixing the corner where a car ran into it. Replace the block corner
' and damaged framing.
Plan Review Contact Person: Jimmie R Hall Titte: Contractor
phone: 386 561 7410 Fax: Eiiiail:jhalljrl@cfl.rr.com
Property Owner Information
Name John Kalicak Phone: 407 325 2113
Street: 758 Light House Cove Resident of property? : No
City, State zip: Sanford FI. 32773
������r� I✓'�Tf71Nl h,V�r0yContractor Information
Nance Jimmie R Hall phone: 386 561 7410
Street: 654 Park Ln. Fax:
City, State Zip: Altamonte Springs FI. 32701 State License No.: CRC 1329103
Architect/Engineer Information
Name: Ed Shinskie PE _ Phone:
Street: 4707 Wild Turkey Rd Fax:
City, St, zip: Mims, FI. 32754
E-mail:
Bonding Company: Mortgage Lender:
Address: Address: ,
WARNING '1'O OWNER: YOUR FAILURE '1'O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
CONIMENC:EMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6", Edition (2017) Florida Building Code
R(;visud: January t, 2018 Pcrwit Application
L� _ - - - - -
Q
2X4 ,
BRACE
3-10d NAILS
5 _
BACK IDE
NAILS
1. GENERA. CONTRACTOR WILL VERIFY ALL. DIM.
SHOWN OR IMPUED BEFORE STARTING ANY WORK.'
2. GENERAL CONTRACTOR WILL COMPLY WITH ALL
BUILDING CODES BOTH STATE AND LOCAL, AND
COMPLY WITH ALL LOCAL AUTHORITIES HAVING
JURISDICTION.
3. N IS THE CONTRACTORS SOLE RESPONSIBILITY
TO DETERMINE ERECTION PROCEDURES AND
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING
AND COMPONENT PANTS DURING ERECTION. THIS
WCLUDES BUT IS NOT UNITED TO THE ADORIONS OF
WHATEVER TEMPORARY BRACING. GUYS. OR TIE
DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION
OF PROJECT. .
4. ALL DIMENSIONS AND ELLVATIONS SHOWN ON THE
STRUCTURAL DRAWINGS SHALLBEVERIFIED AND
SHALL CONFORM TO THE PIAN DRAWINGS.
DESIGNER HFREHY EXPRESSLY RESERVES HIS COPY-
RIGHT AND OTHER PROPERTY RIGHTS IN THESE
PIANS, THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MANNER WHATSOEVER mTrIOUT murTEN PQiM-
ISSION AND CONSENT OF WUAON DESIGN CROUP, INC
A PERMIT COPY STAMP HAS 13EEN PLACED ON THESE
PIANS. IF T IS NOT IN RED INK, THERE IS A
COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT
DAMAGES COULD RANGE UP OATTORNEY( 000.00
FEES DAMAGES, ANO 5Loss OF ALLPLUS
PROFITS BY TAW.
8 3-lmd
NAILS
SIMPSON A-34 QT
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15/32 C -D PLYWOOD OR l/16 0.58. SHEATHING
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AS INDICATED ON ROOF PLAN
PRE-ENGINEERED WD_ TRU56E5
JACK`
POST
POST ANCHOR
5IMP50N A-34
W/ 8d NAILED A5 FOLLOWS:
MAX.
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GABLE -END
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1-10d
1-I0d
3-10d NAIL
TRU55 TIE
7
GABLE -END TRUSS BRACING
DETAIL
FIT AB. EMBED. 41/2'
12' W/ EPDXY CEMENT
=
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SCALE: N/,4
TO POST.
JP2
2X4
HTT 5
51/8' WEDGE -ALL FRCT.-
3-10d NAILS
(3) MT5 12
1-10d
1-10d
3000
RAT RUNNER
BRACE
FIT A.B. EMBED. 511/2,
BACK5IDE
10,520
EA.
EA.
ADD. BRACE IF
JACK POST
JP3
311/2'x311/2' IBE PARR
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21-16d.
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12'W/ EPDXY CEMENT
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ABOVE 2X4 BLOCKING W/ 3-12d
IN BLOCKING 4 2-12d IN EA. TOP
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15-16d
4315
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OF TRUSS BTM. CORD. LENGTH
NAILS
-
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(2) HTT 5
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BACKSIDE
(2) MST 31
AS INDICATED ON ROOF PLAN
21-16d.
-
SEE SHEATHING
3 I 3 13
PSL COL.
EPDXY-TYPE CEMENT
EA.
EA.
SCHEDULE
JP6
NAILS
(2) HTT 5
51/a' THREADED ROD
32-I6d
(2) MST 48
23-16d
45
8920
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I,
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EA.
EPDXY-TYPE CEMENT
1!1
–
2-10d
NAILS
Q
2X4 ,
BRACE
3-10d NAILS
5 _
BACK IDE
NAILS
1. GENERA. CONTRACTOR WILL VERIFY ALL. DIM.
SHOWN OR IMPUED BEFORE STARTING ANY WORK.'
2. GENERAL CONTRACTOR WILL COMPLY WITH ALL
BUILDING CODES BOTH STATE AND LOCAL, AND
COMPLY WITH ALL LOCAL AUTHORITIES HAVING
JURISDICTION.
3. N IS THE CONTRACTORS SOLE RESPONSIBILITY
TO DETERMINE ERECTION PROCEDURES AND
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING
AND COMPONENT PANTS DURING ERECTION. THIS
WCLUDES BUT IS NOT UNITED TO THE ADORIONS OF
WHATEVER TEMPORARY BRACING. GUYS. OR TIE
DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL
SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION
OF PROJECT. .
4. ALL DIMENSIONS AND ELLVATIONS SHOWN ON THE
STRUCTURAL DRAWINGS SHALLBEVERIFIED AND
SHALL CONFORM TO THE PIAN DRAWINGS.
DESIGNER HFREHY EXPRESSLY RESERVES HIS COPY-
RIGHT AND OTHER PROPERTY RIGHTS IN THESE
PIANS, THESE PLANS AND DRAWINGS ARE NOT TO
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MANNER WHATSOEVER mTrIOUT murTEN PQiM-
ISSION AND CONSENT OF WUAON DESIGN CROUP, INC
A PERMIT COPY STAMP HAS 13EEN PLACED ON THESE
PIANS. IF T IS NOT IN RED INK, THERE IS A
COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT
DAMAGES COULD RANGE UP OATTORNEY( 000.00
FEES DAMAGES, ANO 5Loss OF ALLPLUS
PROFITS BY TAW.
8 3-lmd
NAILS
SIMPSON A-34 QT
CLIP
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NOTESBELOW)
4 6' O.C. 0 THE SHEATHING INTERIOR
1/2'ANCHOR BOLTS W1\ WDFLR
CONTINUOUS LATERAL BRACE I , . 2' WA5HER 24' O.G.
� 2 �
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ROOF SHEATHING FASTENING SCHEDULE:
G A
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c0
PERMANENT TRUSS BRACING
AcaUI D
RE BY ALL OF THE FOLLOWING
ROOF SHEATHING: INSTALLED AS SPECIFIED
INPL ANS
DRYWALL: 1/2 DRYWALL INSTALLED AT
CEILING TO BTM. CORD OF TRUSS WITH
DRYWALL SCREW AT 16' O.C. TO EACH TRUSS
RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP
.OFT USS BTM. CORD m
-
0 O.C. WITH (2)
IOD AT EACH TRUSS. RAT RUNNERS USED IN
TRUSS RU ERECTION MAYBE SPECIFIED
B ED WITH PE IED
NAILING OF (2) 101) m EACH C TRUSS.
T U
15/32 C -D PLYWOOD OR l/16 0.58. SHEATHING
OF TRUSS BTM. CORD. LENGTH
AS INDICATED ON ROOF PLAN
455
JACK`
POST
POST ANCHOR
77V
CC L
L
a
W/ 8d NAILED A5 FOLLOWS:
MAX.
UPLIFT
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BOTTOM CORD MEMBER
JPI
2-2x4
LTT 206
11/2' WEDGE -ALL ERCT.-
10-I(od
6' O.C. ALL INTERMEDIATE WEBBING
1-10d
1-I0d
1150'
TRU55 TIE
7
GABLE -END TRUSS BRACING
DETAIL
FIT AB. EMBED. 41/2'
12' W/ EPDXY CEMENT
=
EA.
EA.
SCALE: N/,4
TO POST.
JP2
3-2x4
HTT 5
51/8' WEDGE -ALL FRCT.-
32-Irod
(3) MT5 12
1-10d
1-10d
3000
RAT RUNNER
FIT A.B. EMBED. 511/2,
10,520
EA.
EA.
51/a' THRD. ROD EMBED.
JACK POST
JP3
311/2'x311/2' IBE PARR
2X4 HORZ. CONT. BRACING
Na" WEDGE -ALL FRCT.-
_ C;A5L.E Rood
ROOK
MST 31
21-16d.
_ \
3815
12'W/ EPDXY CEMENT
PSL COL.
ABOVE 2X4 BLOCKING W/ 3-12d
IN BLOCKING 4 2-12d IN EA. TOP
FIT A.B. EMBED. 511/2'
RIDCxEi�-j�l�
Z U Z W 0 0 0 J a W �O
L
12' W/ EPDXY CEMENT
l
JP4
311/2'xl' LSE PARR
HTT 5
51/a' A.B_,EMBED. 5''
32-16d
(2)MST 21
15-16d
15-16d
4315
P05T
5. FOR TRU55 CONNECTIONS TO EXISTING C_M.U. USE GIMP.
OF TRUSS BTM. CORD. LENGTH
EPDXY-TYPE GEMENT
-
EA.
JP5
311/2'xl' I.SE PARR
(2) HTT 5
51/a' A.B. EMBED. 5"
-31
(2) MST 31
AS INDICATED ON ROOF PLAN
21-16d.
1630
i
3 I 3 13
PSL COL.
EPDXY-TYPE CEMENT
EA.
EA.
JP6
311/2'xl' I.BE PARR
(2) HTT 5
51/a' THREADED ROD
32-I6d
(2) MST 48
23-16d
23-16d
8920
PSL COL.
-
TRUSS BTM CORD
I,
2
EA.
EPDXY-TYPE CEMENT
I I
2
I
BLOCKI NG
-
_
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I
SPACE
2 I
�2' GYP. BOARD ON 2x4
I:
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BATT. INSUL BETWN. SEE ELEVATION FOR VENEER FIN
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NOTESBELOW)
4 6' O.C. 0 THE SHEATHING INTERIOR
1/2'ANCHOR BOLTS W1\ WDFLR
CONTINUOUS LATERAL BRACE I , . 2' WA5HER 24' O.G.
� 2 �
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ROOF SHEATHING FASTENING SCHEDULE:
G A
DE _ J
c0
PERMANENT TRUSS BRACING
AcaUI D
RE BY ALL OF THE FOLLOWING
ROOF SHEATHING: INSTALLED AS SPECIFIED
INPL ANS
DRYWALL: 1/2 DRYWALL INSTALLED AT
CEILING TO BTM. CORD OF TRUSS WITH
DRYWALL SCREW AT 16' O.C. TO EACH TRUSS
RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP
.OFT USS BTM. CORD m
-
0 O.C. WITH (2)
IOD AT EACH TRUSS. RAT RUNNERS USED IN
TRUSS RU ERECTION MAYBE SPECIFIED
B ED WITH PE IED
NAILING OF (2) 101) m EACH C TRUSS.
T U
USE Sd RING SHANK NAILS. � L
JACK POST SCHEDULE (SIMPSON)
STD. FRAME TIE
455
JACK`
POST
POST ANCHOR
77V
CC L
L
a
TIE TO POST
MAX.
UPLIFT
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2000
USE Sd RING SHANK NAILS. � L
TRUSS TIE SCHEDULE
JACK POST SCHEDULE (SIMPSON)
STD. FRAME TIE
455
JACK`
POST
POST ANCHOR
TRUSS
TIE TO POST
MAX.
UPLIFT
—TRU55
ANCHOR
FASTENERS
TIE
FASTENERS
e
'FLOOR
POST
POST
TRUSS
2000
JPI
2-2x4
LTT 206
11/2' WEDGE -ALL ERCT.-
10-I(od
(2) MT5 12
1-10d
1-I0d
1150'
TRU55 TIE
51/$' THRD. ROD EMBED.
.wOZO u� I
0
FIT AB. EMBED. 41/2'
12' W/ EPDXY CEMENT
5000
EA.
EA.
(2) 11/2x5 TITAN HD
TO POST.
JP2
3-2x4
HTT 5
51/8' WEDGE -ALL FRCT.-
32-Irod
(3) MT5 12
1-10d
1-10d
3000
12' W/ EPDXY CEMENT
FIT A.B. EMBED. 511/2,
10,520
EA.
EA.
51/a' THRD. ROD EMBED.
JACK POST
JP3
311/2'x311/2' IBE PARR
HTT 5
Na" WEDGE -ALL FRCT.-
32-16d
MST 31
21-16d.
21-16d
3815
12'W/ EPDXY CEMENT
PSL COL.
5IMP50N HGT 3
FIT A.B. EMBED. 511/2'
31/4' THRD. ROD EMBED.
Z U Z W 0 0 0 J a W �O
L
12' W/ EPDXY CEMENT
NOTES: `
JP4
311/2'xl' LSE PARR
HTT 5
51/a' A.B_,EMBED. 5''
32-16d
(2)MST 21
15-16d
15-16d
4315
P05T
5. FOR TRU55 CONNECTIONS TO EXISTING C_M.U. USE GIMP.
P5L COL.
EPDXY-TYPE GEMENT
EA.
EA.
JP5
311/2'xl' I.SE PARR
(2) HTT 5
51/a' A.B. EMBED. 5"
32-16d
(2) MST 31
21-16d
21-16d.
1630
ANCHOR,
PSL COL.
EPDXY-TYPE CEMENT
EA.
EA.
JP6
311/2'xl' I.BE PARR
(2) HTT 5
51/a' THREADED ROD
32-I6d
(2) MST 48
23-16d
23-16d
8920
PSL COL.
EMBED. 10'
EA.
EA.
EPDXY-TYPE CEMENT
TRUSS TIE SCHEDULE
UPLIFT TIE -DOWN FASTENER ANCHOR
STD. FRAME TIE
455
SIMPSON H5
4-8d
4-8d
1000
ISIMP&ON MTS 12
14-I0d
14-10d
STD. MASONARY TIE
1450
ISIMPSON META 16 1-10dx111/2
EMBED: 4'
2235
ISIMPSON HHETA 20 10-10dx111/2
EMBED. 4'
SPECIAL TIES
2000
(2) SIMP50N MTS 12
14-10d EA.
14-10d EA.
5080
51MP50N MST 31
21-10d x 111/2
21-10d x 111/2
3965
SIMPSON MGT
22-I0d
51/$' THRD. ROD EMBED.
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12' W/ EPDXY CEMENT
5000
SIMP50N FGTR
18-5D511/4"x3'
(2) 11/2x5 TITAN HD
9400
(2) SIMPSON FGTR
36-5D5114'x3'
(4)1/2x5 TITAN ND
5250
SIMP50N HTT 22'
32-16d
5a' THRD. ROD EMBED.
12' W/ EPDXY CEMENT
10,520
(2) SIMPSON HTT 22
64-16d rv- INK.
51/a' THRD. ROD EMBED.
Q w
w'j w w
1' SPACE BTWN. A.B
12' W/ EPDXY CEMENT
10,980
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16-10d
3,4' THRD. ROD EMBED.
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12'W/ EPDXY CEMENT
10,530
5IMP50N HGT 3
16-10d
31/4' THRD. ROD EMBED.
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NOTES: `
I. WHERE MULTIPLE TIES ARE USED: LOCATE TIES AT OPPOSING
51DES OF TRUSS CONNECTION FOR MAX. NAIL SEPERATION
2. ALL HANGERS FOR I -PLY TRUSSES TO BE U.S.P. THD 26
4 2 -PLY TRU55E5 TO BE THD 28-2 UNLESS NOTED OTHERWISE
3. ALL MASONARY TO TRU55/FLR. JOIST" TIES TO BE SIMPSON
META 16 UNLESS NOTED OTHERWISE,
ALL FRAME TO.TRUSS/FLR. JOIST TIES TO BE SIMP50N
MTS 12 UNLE55 NOTED OTHERWISE
4. UPLIFT AND REINF. SPEC. TAKEN FROM SIMPSON C-2013
CALL TIE 4 CONNECTORS SHOULD BE VERIFIED WITH MANUF.)
5. FOR TRU55 CONNECTIONS TO EXISTING C_M.U. USE GIMP.
MT5M-16 W/ (4)1/4'x2-/4' TAPCON5 UNLESS OTHERWISE NOTED.
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HEADER
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GRADE
4707 Wild Turkey Rd.
O.C. 02 CONSTRUCT.
STUD
CONCRETE STRAP
SPRUCE
HEM -FIR
DOUGLAS
24'
8'-0'
COW".
I55M D COOF WELDON DESIGN CROUP.. INC
Fbrida Registration #47515
16' 10'-0"
TW15T STRAP
12' 11'-0' 10'-2'
. :
2X4
PINE Y.
PIN
24"
9'-0"
_ -
SHOWN OR IMPLIED BEFORE STARING ANY WORK.
16' II' -8'
(13) 10d X 1- 1/2'
12' 12'-10' 10'-5'
9'-1"
2X6
SPRUCE
HEM -FIR
DOUGLAS
24'
12'-0'
-
10'-0'
16 13'-9'
11'-0'
12' 111-0"
13'-8'
PY.
INE
,PIN
24' 13'-9'
10'-4'
16' 16'-0'
12'-10'
12' 19'-0'
14'-6'
(22) Trod
-
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING
2000
G
...
ALT. STRAPPING, HANGER. & ANCHOR SCHEDULE
RKE Enterprises
PRODUCT CODE SUPPLIER
.
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE
STRUCTURAL DRAWINGS SHALL RE VERIFIED AND
STALL CONFORM TO THE PLM DRAWINGS.
DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY-
RIGHT AND OTHER PROPERTY RIGHTS IN THESE.
PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
Ed Shinskie P.E.
Pro e�ona- fEngineer .
HEADER
'.
-,
4707 Wild Turkey Rd.
` - � �
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM'
-
OR MANNER WHATSOEVER WITHOUT WRPERM-
CONCRETE STRAP
Mims, FL 32754
_
HEIGHT (BEARING)
_
COW".
I55M D COOF WELDON DESIGN CROUP.. INC
Fbrida Registration #47515
MTS 16 SIMP50N
TW15T STRAP
�
. :
,
..
1. GENERAL COND+MTOR WILL VERIFY ALL DIM.
..
_ -
SHOWN OR IMPLIED BEFORE STARING ANY WORK.
' N "O
(13) 10d X 1- 1/2'
.. -
.
2. GENERAL CONTRACTOR WILL COMPLY WITH ALL
BUILDING CODES BOTH STATE AND LOCAL, AND -
.
THA 422 51MP50N
-
COMPLY WITH ALL LOGY. AUTHORITIES HAVING
-
,
-
JURISDICTION.
HU5 26 SIMPSON
ATTORNEY(5� FEES. DAMAGES, AND LOSS OF ALL
•'
.
3. IT IS THE CONTRACTORS SOLE RESPONSIBILITY
,.
1550
. -
-
TO DETERMINE ERECTON PROCEDURES AND
HANGER CI PLY)
(22) Trod
-
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING
2000
G
...
AND COMPONENT PMTS DURING ERECTION, THIS
C3(0) 16d
(10) Trod
1185
INCLUDES BUT IS NOT WAITED TO THE ADDITIONS OF
H
HGU5 228-3 SIMPSON
- - - - -
WHATEVER TEMPORARY BRACING. GUYS. OR TIE
.
1185
-
DOWNS THAT MAY UE NECESSARY. SUCH MAIERIAIL
.
SLOPED HANGER N PLY)
- -
SHALT. BE REMOVED AND SKILL REMAIN THE
-
815
-
PROPERTY OF THE CONTRACTOR AFTER COMPLETION
SLOPED HANGER (2 PLY)
(IS) 10d
..
OF PROJECT.
.
ALT. STRAPPING, HANGER. & ANCHOR SCHEDULE
SYM.
PRODUCT CODE SUPPLIER
.
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE
STRUCTURAL DRAWINGS SHALL RE VERIFIED AND
STALL CONFORM TO THE PLM DRAWINGS.
DESIGNER HEREBY EXPRESSLY RESERVES HIS COPY-
RIGHT AND OTHER PROPERTY RIGHTS IN THESE.
PLANS. THESE PLANS AND DRAWINGS ARE NOT TO
-
HEADER
'.
-,
UPLIFT
` - � �
BE REPRODUCED, CHANGED OR COPIED IN ANY FORM'
-
OR MANNER WHATSOEVER WITHOUT WRPERM-
CONCRETE STRAP
STU D
STUD
_
HEIGHT (BEARING)
_
COW".
I55M D COOF WELDON DESIGN CROUP.. INC
13
MTS 16 SIMP50N
TW15T STRAP
�
A PERMIT COPY STAMP HAS BEEN PLACED ON THESE
,
..
. .
..
PIANS. IF N IS NOT IN RED INK, THERE IS A
CONCRETE STRAP
' N "O
(13) 10d X 1- 1/2'
1
COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT
..'
THA 422 51MP50N
TRUSS HANGER (FLR.)
-
DAMAGES COULD RANGE UP TO $150.000.00 PLUS
,
750
E
HU5 26 SIMPSON
ATTORNEY(5� FEES. DAMAGES, AND LOSS OF ALL
(14) I6d
(6) 16d
3205
1550
6Y TAW.
HUS 26 5IMP50N
HANGER CI PLY)
ALT. STRAPPING, HANGER. & ANCHOR SCHEDULE
SYM.
PRODUCT CODE SUPPLIER
DESCRIPTION
FASTENERS
DESIGN. LOAD (LBS.)
HEADER
JOIST
MAX.
UPLIFT
A
HTA 16 USP
CONCRETE STRAP
(2) LSTA 18
(8) 10d X 1-112'
'
990
13
MTS 16 SIMP50N
TW15T STRAP
(14) 10d X 1-1i2.
HUGHES
1000
MTWI& USP
C
HTA 16 USP
CONCRETE STRAP
' N "O
(13) 10d X 1- 1/2'
1
1500
D
THA 422 51MP50N
TRUSS HANGER (FLR.)
(6) 1(od
(6) 16d
1665
750
E
HU5 26 SIMPSON
HANGER N PLY)
(14) I6d
(6) 16d
3205
1550
F
HUS 26 5IMP50N
HANGER CI PLY)
(22) Trod
(8) 16d
3775
2000
G
HGUS 228-2 SIMPSON
HANGER (2 PLY)
C3(0) 16d
(10) Trod
1185
2650
H
HGU5 228-3 SIMPSON
HANGER (3 PLY)
(36) 16d
(10) 16d
1185
2650
I
LSSU 210 SIMPSON
SLOPED HANGER N PLY)
(10) 10d
(1) 10d X 111/2'
1390
815
J
LSSU 410 SIMP50N
SLOPED HANGER (2 PLY)
(IS) 10d
(12) 10d X 11/2'
2990
1150
K
MSTA36 SIMPSON
FLAT STRAP
�.�
(22) 10d
1635
MSTA36 USP
L
L5T,436 SIMPSON
FLAT STRAP
„
(22) 10d x 1'1,2
1305
LSTA36 USP
M
NFM USP
_
CMU HANGER
1/2' J BOLT
(14) 10d
5835
1325
N
MSTI 36 SIMPSON
STRAP TIE
� �
(36) 10d 1 T
x /2"
2495
K5T1 236 USP
O
MSTI 60 51MP50N
STRAP TIE
(50) 10d x 11/2,
3145
K5T1260 U5P
P
HTW 24 U5P
TWISTED RAFTER TIE
(24) 10d X 111/2'
1530
Q
ST 12 SIMPSON
STRAP TIE
(10) 16d
1065
5T 12 USP
R
,
co
7 On o
5
MGT 5]MP6CN
HVY. GRD. TIE DOWN"
5/ ' ROD TO HTTI6
°
POST (22) 10d
^N
H Z ro
3965
TIE -BEAM 5/8' ROD
POST (22).10d
3140
T
H 25 SON
HURRICANE CLIP
(5) ad
(5) ad
415
RT -1U P
U
ABU 66 51MP50N
POST BASE 6x6
x (o'
EXP. BOLT
(12) 16d (POST)
12000
2300
PAU 66 USP
V'
ABU 44 SIMPSON
POST BASE 4x4
5/8' x 6'
EXP. BOLT
(I2) 16d (POST)
6665
2200
PAU 44 USP
t,U
MTT285 SiMPSON
.TENSION TIE
SLAB 3/4' x 8'
EXP. BOLT
O 2
P 5T (4) Trod
2 510
MT521B USP
TIE -BEAM 3/4' ROD
POST (24) 16d
3140
X
HTTI6 SIMPSON
TENSION TIE
TIE -BEAM 5/a' ROD
P06T (18) hd
3140
HTTI6 USP
Y
THJA2& SIMPSON
HIP/JACK GIRD. HANGER
(20) 16d
(10) 16d x 1%2'
3265
960
Z
SUR / L 26 SIMPSON
SKEWED 45' HANGER
(S) Trod
(6) Trod x 11/2"
1000
165
AA
HGT-2 SIMPSON
HEAVY GIRD. TIE DOWN
(2) 3/4" ROD
(16) 10d
10980
BB
HT620 SIMPSON
HEAVY TWIST STRAP
(20) 10d
1450
CC
HUC410 5IM SON
P
HANGER
(IS) TITAN 1/4x23/4
(10) 10d
5085
1810
I—
w
n
W U
VrJ
'I
STUDS
MAXIMUM HEADER SPAN (FT.)
MAXIMUM HEADER
CONNECTOR
3 T
191
'
_
3'
6'
® 1
rn
VJ O
(2) LSTA 18
(3) LSTA IS
'
bR LE33
o—
A,
r
HUGHES
CL)RT 20
2 20
C )RT
STUDS SUPPORTING
2) T 22
C R
v
' N "O
O
(2) SPI R
1
l
2
.2
'
(2) 5P4 OR
S O
PORTED
WALL
U1ALL HEIGHT
(4) SP4 OR
NUMBER OF FULL -
LENGTH STU
LEN S OFG D
EACH END OF HEADS
1
2
2
2
LL
LRT20. B
1
..
..
3
GREATER .
THAN 10
N
�-
cD
,C
H PL
C
C2) H PL
HC;F=L
(4) H PL
4 HCPL
C ) P
U
q
5IMP50N . H5,1-12.5, OR H4 TOP 4 BTM. OF EACH STUD
STUDS
HUGHES HCPL TOP 4 BTM: OF EACH STUD
cq
0)0
:
Z
w
� 4
0 CD
00
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ow
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00 IrT
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I
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VrJ
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_
_ .� ..
CV ,
Q
V
STUDS
MAXIMUM HEADER SPAN (FT.)
MAXIMUM HEADER
CONNECTOR
3 T
191
'
_
3'
6'
® 1
rn
VJ O
(2) LSTA 18
(3) LSTA IS
'
bR LE33
L
1
NUM OF HEADER
BER. E PER
HUGHES
CL)RT 20
2 20
C )RT
STUDS SUPPORTING
2) T 22
C R
H
ENID OF HEADER
DER
O
(2) SPI R
1
l
2
.2
'
(2) 5P4 OR
S O
PORTED
WALL
U1ALL HEIGHT
(4) SP4 OR
NUMBER OF FULL -
LENGTH STU
LEN S OFG D
EACH END OF HEADS
1
2
2
STUDS
MAXIMUM HEADER SPAN (FT.)
MAXIMUM HEADER
CONNECTOR
3 T
191
SPAN (FT.) _
12
3'
6'
9
2
(2) LSTA 18
(3) LSTA IS
'
bR LE33
NUM OF HEADER
BER. E PER
HUGHES
CL)RT 20
2 20
C )RT
STUDS SUPPORTING
2) T 22
C R
H
ENID OF HEADER
DER
O
(2) SPI R
1
l
2
.2
'
(2) 5P4 OR
S O
PORTED
WALL
U1ALL HEIGHT
(4) SP4 OR
NUMBER OF FULL -
LENGTH STU
LEN S OFG D
EACH END OF HEADS
1
2
2
2
10'
OR LESS
LRT20. B
1
2
2
3
GREATER .
THAN 10
(4) SPTI OR
CONNECTORS
MAXIMUM HEADER SPAN (FT.)
CONNECTOR
3 T
191
12
5IM SON
P
(I) LSTA 12
(2) LSTA 12
(2) LSTA 18
(3) LSTA IS
,4'
HUGHES
CL)RT 20
2 20
C )RT
2 22
C )RT
2) T 22
C R
SIMP50N'
O
(2) SPI R
(3).SPI O
( ) PI R
,S O
C4) PI R
4)S I O
C P R
O
'
(2) 5P4 OR
l3) 5P4 OR
(4) SP4 OR
(4) H5
E3
C2 5
) H
(3) H5
(4) H5
LRT20. B
HUGHES
(1) SPTI OR
(2) SPTI OR
(4) SPTI OR
(4) SPTI OR
�-
cD
,C
H PL
C
C2) H PL
HC;F=L
(4) H PL
4 HCPL
C ) P
CRIPPLE
5IMP50N . H5,1-12.5, OR H4 TOP 4 BTM. OF EACH STUD
STUDS
HUGHES HCPL TOP 4 BTM: OF EACH STUD
c�
Q
•
O
'
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cD
:
Z
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L
SHINGLES FRAME OR CMU SILL, JAMB5 4 HEADER
VENEER (SEE ELEV.) _ ENGINEER OF RECORD:
FELT PAPER MOISTURE BARRIER (WD. FRAME
I. ONLY) -
4 x5 26 GAUGE GALV. ALUMN. ROOF SHEATHING II RIE Enterprises
FLASHING W/ 11/4' ELECTRO GALV.
ROOFING NAILS.0 4' O.C. W/ ALL TRUSS TOP CORD MEMBER II EXPANSION STRIPS RECOMMENDED m JAMB
II
Ed Shinskie P.E.
WEATHER PLASTIC ROOF CEMENT. �-
INSERT 05 ROD IN s Pro sauna Engineer
28 GAUGE GALV. ALUMN. DRIP Q 2 -SD (FRAME) OR Cll 3/16 X 11/ " TAPCON
ABV. 4 BLW. FLASHING I (MA50NARY) TO FSTN' ANCHOR TO JAMB
EDGE W/ 11/4' ELECTRO GALV. Z II EPXOY FILLED DRILLED
m ' HOLE 4707 Wild Turkey Rd.
SHINGLES ROOFING NAILS 4 O -G. W/ ALL � n ANCHOR IN HORIZONTAL JOINT ABV.
Mims, FL 32754
WEATHER PLASTIC ROOF GEMENT - II ,
� II FIRST COURSE OF BLOCK AND ON ` . _
FELT PAPER BTWN. FELT PAPER 4 SHINGLES 4' GONG. 5 'A W/6X6 "IID 24' O.G. OF REMAINING CRS. ANCHOR TO Fkxida RegislraYton #47515
(FIRST la' FROM EDGE) L B
_ II WELDED WIRE MESH BE INSTALLED W/ PANEL REINFORCEMENT
II
. 1. GENERAL CONTRACTOR WILL VERIFY ALL DIM.
- PANEL REINF. _ : s11OWN OR IMPUED BEFORE STARIM ANY WORK.. :
II 9 GA HOT DIPPED GALV., z. cENETAL corNTvcTOR wILL wMF LY wrrH ALL
0'-0' GRO55ROD5 8' O.C-, 2' WIDE 5TD. 4 1`'/a" B "IING CODS BOOTH STATE AND LU AL. AND
COMPV NG
JURISDICMN.
WIDE FOR TRIMLINE BLK. - 3. IT IS ]BE CONTRACTORS SOLE RESPONSIBILITY
FINISHED FLOOR 1' '�°�6 /� �`�'� p
SUBTERRANEAN ERRANEAN TERMITE PROTECTION � � � � � � SEQUENCE TO INSURE THE SAM OF THE BUILDING .
ROOF SHEATHING : : I TO DETERMINE T PARTS
DURING ERECTION.
AND .
INCLUDES BUT IS NOT UMHED TO THE AUDITIONS OF
NII. ,
AND COMPONENT PMTS DURING ERECTION. THIS
� MORTAR PREPARED ACCORDING TO ASTM �t wTATEVER TEMPOftNiY eIACINc, cuts. oR nE
DOWNS TEAT MAY BE NECESSARY. SUCH MATERIAL
D 3 p O 6 • C2-10 FOR TYPE N CLEARANCE BETWEEN EXTERIOR W SHALL. BE REMOVED AND SNN1 REMAIN THE
- PROPERTY OF THE CONTRACTOR AFTER COMPLETION
TRUSS TOP RILL L I E HOLE CMIN.) COVERINGS AND FINAL EARTH GRADE OF PRaECL
CORD MEMBER INTO FILLED CELL W/
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE
LOG -TITS 2 -PART EPDXY ON THE BUILDINGS SHALL NOT BE LESS 2-I6d TOE NAIL RIDGE BEAM STRUCTURAL DRAWINGS STALL BE VERIFIED AND
SEE FOUNDATION PLAN FOR THAN 6 INCHES, (FBC 14(03.16) EXCEPT-.
SHALL CONFORM So THE PLAN DRAWINGS.
FOOTER 51ZE AND REINF. SEALANT (SILICONE TYPE) RECOMMENDED
L PAINT OR DECORATIVE GEMENTITOUS 2x8 RIDGE BEAM VESIGNER RIGHT AND"OTTHEEERR PROPERTYRIGHTSIINN THESE
FTG. TYPE FINISH LE55 THAN g/e' THICK ADHERED PLANS. THESE RMS AND DRAWINGS ARE HOT TO
BE REPRODUCED. CLANGED OR COPIED IN ANY FORM
. - - DIRECTLY TO THE MASONRY FOUNDATION ., - - OR MANNER WHATSOEVER w1TH0ur WRITTEN PERM -
D
FLASHING METAL RIP
. - � � � � . 15570N AND CONSENT OF WE
SIDEWALL. LOON DESIGN GROVP, INC
THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD A PERMIT COPY STAMP HAS BEEN PLACED ON THESE
" - ' " " _ ' " BUILDING CODE AND THE DETAILS OF REINFORCEMENT A5 PUBLISHED BY THE 2. ACCESS OR VEHICLE RAMPS WHICH G ;T IT IS Not
WWILLFUl NFA IS
ANGLE SC'�L�--E' 2 -' � -.�• EDGE SCALE: 2 � -� RISE tOTHE INTERIOR FINISH FLOOR ELEVATION
DAMACLS COLLA RANGE UP TO $150:000.00 PLUS
AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-89. 1111 EIrk) FEES. DAMACLS. AM Loss OF ALL
- FOR THE WIDTH OF SUCH RAMPS ONLY. ,
PrtaErts LAW.
SHINGLES 5068 5.G.D.
EXTERIOR GLASS BLOCK SPECS. FOR 130 mph WIND LOAD: - 3. A FOUR INCH INSPECTION SPACE ABOVE
` MAX. PANEL SIZE: 80 5Q. FT.
PATIO AND GARAGE SLABS AND ENTRY AREAS.
_ rn
33 DOWEL REPLACEMENT DETAIL
TRUSS TOP CORD MEMBER 3 4. INF THE PATIO HAS BEEN 501E TREATED FOR
/4 RECESS m S.G.D.
(ND TdG SHEATHING) TERMINTE5, THE FINISH ELEVATON MAY MATCH
' (O C
ROOF SHEATHING / THE BUILDING INTERIOR FINISH FLOOR 2x6 CONY. FRAMED N v°
- ELEVATION ON MASONRY. CONSTRUCTION ONLY. RAFTERS
17 GLASS BLOCK DETAIL
FELT PAPER 2r GAUGE QALY. ALUMN. FLASHING TA P C O N . SCREW TRUSS TIE SCHEDULE 5. MASONRY ,VENEERS LL -
W1 �
1/ ' ELECTRO ROOFING
/ /
14 ELE TR GALV. R RING UPLIFT LIMITS FOR USE OF TAPCON SCREWS WITH CONDENSATE LINES AND ROOF DOWN SPOUTS SHALL
24 CW) 26 GAUGE GALV. ALUMN. FLASHING / / V N $
I/ , NAILS 4' O.G. W/ ALL'WEATHER DISCHARGE AT LEAST ONE FOOT AWAY FROM THE T
W/ 14 ELECTRO GALV. ROOFING � ALUMN. WINDOW DECOR CEMENTITOUS
PLASTIC ROOF CEMENT BTWN• S I M.P S O N M T S M 16 or U S. P RT -20 T I N STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND EA. RAFTER TIED rn o
NAILS fT 4 O.G. W/ ALL WEATHER (INSTALLED AS PER FNS V . c N
FLASHING 4 FRAMING / PIPING, TAIL EXTEN51oN5, OR SPLASH BLOCKS- GUTTERS TO 2x6 PLATE w/
PLASTIC ROOF CEMENT ABV. -� r r MANUR SPECS.) WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS S O `O
4 BLW. FLASHING i MIN. SCREW EMBEDMENT: 1 1 2 axaxl6 C.M.U. IMP50N MT5 12 oR
- / WITH EAVES OF LESS TNA 51X. INCHES HORIZONTAL 4-16d TOE NAIL. 2x8 RIDGE H 2.5 � --
PROJECTION EXCEPT FOR GABLE AND RAKES OR ON A BEAM INTO LAST TRUSS TO �-I N •.
SCREW SCREW O ABOVE
ROOF B VE ANOTHER ROOF. IRRIGATION/SPRINKLER FORM VALLEY RIDGE m LL rn
DIAMETER: LENGTH: N0. OF SCREWS UPLIFT LATERAL AND RISERS FOR SPRAY HEADS SHALL NOT BE 2x6 PLATE W/ SIMPSON O - CA
INSTALLED WITHIN ONE FOOT OF THE BUILDING SIDEWALL. MT5 12 m 48' O.C. TIED TO �' N C)
2x4 COLLER TIE ® w o Ln
F, 4 (FBC 15$03.4.4) - 10 ROOF TRUSSES BELOW � 4 r
WD. NAILER
3/16": 1 3 4 MIN. 4 8q0 275. r W/ � 1IDd EA. END ¢
AN APPROVED PHYSICAL BARRIER SHALL ALSD BE FOR SPANS OVER 10'-0• m � m
INSTALLED FROM BELOW THE WALL SILL PLATE OR •.w . - 0
STRAPS 1"IA1' BE OU �O I (OQ)Q� cJ. U FIRST BLOCK COURSE HORIZONTALLY TO I=MBED INA 3 OD 3
. [DOUBLED D R LB UPLIFT > y
FLOOR JOIST MORTAR JOINT. IF MASONRY EXTENDS BELOW GRADE, A
4 &00 ,LBS LATERAL -LOAD TERMITE PROTECTIVE TREATMENT MUST BE APPLIED TO �..N v a
THE CAVITY CAVITY CREATED BETWEEN THE VENEER oo
/4 TsG SHEATHING 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR 1/2 DRYWALL AND THE FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. I�
CONC. FILLED BILK. CELL Ix4 P.T. WINDOW BUCK W/ (FBC 21162)
TAPCONS A5 PER SCHEDULE IX6 P.T. FURRING STRIPS BRICK, STONE, OR OTHER VENEER SHALL BE SUPPORTED
37 ® VALLEY CONY. FRAMING DTL.
2. CALCULATIONS BASED. ON THE ALLOWABLE LOADS BY A CONCRETE BEARINGS LEDGE OF SUCH THICKNE55 ..
REPORT 3370 ICBG X 133% UPLIFT FACTOR. AS REQUIRED BY CHAPTER 14, WHICH 15 POURED
FLASHING FLASHING >
. INEGRALLY WITH THE CONCRETE FOUNDATION. NO ® :
- 3. TAPCONS MUST BE INSTALLED AS PER MANUF. SPEC.
SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH GENERAL NOTES:
I _ lI SCALE: 2 = . i -ID
WILL CREATE A.HIDDEN COLD JOINT SHALL BE USED
VALLEY SCALE: 2 , Ia 2nd RLR. DOOR WINDOW JAMB',DETAIL SCALE. 1' - ll WOOD FOR STRUCTURAL GO o 5 -LL
WITHOUT SUPPLEMENTAL TREATMENT IN THE FOUNDATION RCONDI N TO BE GROUP II SPECIES OR MINIMUM Fb -> 1300 P.S.I.
PRE-ENGINEERED TRU55 UNLESS THERE 15 AN APPROVED PHYSICAL BARRIER. Z w
2. SEE MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GA
� 24' O.C. (FBG 21162) RAGE. • ® .�
DOOR ENTRY DOORS PATIO DOORS AND WINDOWS O ®•
T BUILDING. GARAGE DOOR
Q
CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE ,
, BUCKS SHALL BE ATTACHED TO STUDS WITH 3i8 X 4 BOLTS SPACED EACH 24 O.G.
S
48 xl2 GALV. ALUMN. OFF -RIDGE 1-10d e TRU55 EXTEROR OF A BUILDING SHALL NOT 15E LESS THAN 6 L
1, • WEATHER INCHES EXCEPT WHERE SIDING SHEATHING AND WALL
WITH MINIMUM of 3 BOLTS. Q
VENT W/ 1 a ELECTRO GALV. C , , ,
SERVICE FRAMING ARE OF O
ROOFING NAILS a 4 O.G. W/ ALL 'HEAD 51MPSON MTSM 16, OR R PPR VED PRESERVATIVE TREATED Q
3. ALL DOORS 4'WINDOUJS SHALL MEET MANUFACTURERS INSTALLATION QUI M NTS N
RE R1= E I O
DROP WOOD OR APPROVED NATURALLY DURABLE WOOD. 0
WEATHER PLASTIC ROOF CEMENT U.5.P. RT -20 TW
DECOR. CEMENTITOUS , (FBC 22$042.6) ACCORD WITH SBCCI COMPLIANCE REPORTS
ABY..4 BLW. FLASHING TIE I z
DISTRIBUTION FINISH /2 DRYWALL
C R v DECKS, FENCES, PATIOS, PLANTERS, OR OTHER WOODEN 4:: SOIL MUST BE TERMITE TREATED AND ALL PROVISIONS OF FBG SHALL BE MET. LSI r
SHINGLES 4 WIRE SERVICE PANEL BUILDING COMPONENTS THAT DIRECTLY ABUT THE �/
CONDUTOR5 IN LINTEL HEADER SID W
E ALL OF THE.FOUNDATION OR THE STRUCTURE SHALL ,
O ALUMN. WINDOW. (SEE LINTEL SCHEDULE
APPROVED • BE CONSTRUCTED SO AS t0 PROVIDE:
3 (IN5TALL AS FOR TYPE 4 REINF.).
co
FELT PAPER OVERHEAD SERV CE RACEWAY (4) 3/Iro, X I /4 ED PER WINDOW
I. IS INCHES CLEARANCE BENEATH, OR ALUMN. IND W
RISER (MIN 2' FO PRECAST LINTEL FILLED MANUR SPECS.) DECOR. CEMENTITOUS
TAPCON SCREWS ® �O
ROOF SHEATHING
ix6� P.T. FURRING STRIPS 2. 6 INCHES CLEARANCE BETWEEN THE TOP OF THE
UTILITY ATTACH NT SEE NOTE W/ LONG. W/ CI) "5 -- --- �. FINISH
' EMBEDDED l I/2 MIN. COMPONENT AND THE EXTERIOR WALL COVERING � �'
"I BELOW BAR CONT. OR, Ix4 P.T. WINDOW BUCK W/
1x4l=T. WINDOW BUCK W/ I/ �I
TRUSS TOP 3. HAVE COMPNENTS THAT A E EASILY MOVA 4 X 2 TAPCONS CEMBED. SXSxlro C.N.U.
1 TAPCONS AS PER R RE BLE 11/4" INTO CONC.) m 12' O.C. N
CORD MEMBERo BY SCREWS OR HINGES TO ALLOW ACCESS FOR
FASTENER SCHEDULE
INSPECTION OF THE FOUNDATION 51DEWALL AND ♦/ -
METER 8' C.M.U. WALL
TREATMENT FOR tERMINTEs. (FBC 23(042.;) lx6 P.T. FURRING STRIPS DRYWALL,
.-- z DR LL , ..
2 - SIDE .WINDOW BUCK .
SCALE: I" _. I'-0'
32 - OPTIONAL USS
WINDOW HEADER DETAIL
SUBTERRANEAN TERMITE DECOR c>rlEr�trlTouS
MAIN DISC.
NAL TR TIE . � , .
_ SCALE.. 3/4 .- I -0 ` . ® FINISH � G.M.U.
IF REQRD. PROTECTION
SCALE: I' = 1'-f0' N
2x4 FRAMING m HOLE - APPROVED i
P 2 DRYWALL
IN SHEATHINGFOR NT. C SIDE BUCK
R VE SURFACE
• 2X6 P.T. S.Y. .
ALUMN. WINDOW b RACEWAY FOR P LINTEL HEADER ``A.
(INSTALLED AS PER -'V _ ,
r (STUD GRADE) 3 GOAT PORTLAND GEMENT FINISH 5
TRUSS TOP CORD BEYOND UTILITY UNDER- (I) "4 MANUF. SPECS.): v l EE LINTEL SCHEDULE �P'ryn 7.
ON GALV. PAPER -BK RIBBED LATA VJ �'•
GROUND FEEDER l3) �/ XII/ LAG- FOR TYPE E REINF.� V
HEADER BUCK 2 2
�r J
E301 -TS INSTALLED WD: OR MARBLE SILL
2X6 P.T. S.Y.P.lx2 P.T. FURRING' STRIPS _L
m
ST . TRACK FRAME WALL
0
(STUD GRADE)
L RA K P.G. CONC. SILL
15/32 C -D PLYWOOD OR z
�.
n
1x4P.T.OW Il
O P IND BUCK W/
RIDGE EMB
BRACKET ED Q
CWP l/16 0.5.B.5HEATHINGlei 1 ,
2 1, I1/ ' LOCATIONS /4 x 2 TAPCONS (EMBED.
II _ 1 I1 GROUND C) 2 X 12 LAG - W/ALL EDGES BLOCKED
I '
SCA 2 - - - 2 WASHER W . Q O
VENT �-� � O GROUND - BOLTS INSTALLED A HER WITH DECOR. CEMENTITOUS l � INTO. CONC.) 12 O.C. ,
E 4 I/ , AND SD RMCz SHANK NAILS
FRAME WA 1 z BOLT FINISH
R LL _ _ m4' O.G. AT EDGES 1x6 HEADER FURRING
r Ix2 P.T. FURRING STRIPS (1 Z
- EMBED. BOLTS LOCATION �'�•
V
aX8Xl6 C.M.U. 2x4 BLOCKING 10 6' O.C.
O V Q
- NOT To INTERFEARL.L
NOTE: ALUMN. WINDOW W/C2) 10d
SPACINGI .
GROUND INCA NOTE. 2 WASHER WITH W/ PLACEMENT of EA. END TO PLYWD.
UNDER GROUND 1 �.
I. 120/240 VOLTS 3 -WIRE SINGLE PHASE DIST. ER R D / BOLT II ROLER BRACKETS
P _ 2 I 1/ YW 1 -HEADER FRAMING S r l 4..I
w ELEC SERVICE - 2 DRYWALL ECTION
.150. AMP- (.COPPER 2/0 ALUMINUM _ ELECTRICAL SERVICE MUST BE V ],
200 AMP: *2 /0 GO 4/0ALUMINUM GROUNDED BY 130NPINC THE
SCALE. I . - I -ID
COPPER ALUMIN M
r� rrn�
/1
2 .5i - 04 GROUNDING ELECTRODE v, �JJ
300 AMP: 2 SETS OF 2/0 ALUMINUM O e. X 8 ID
ON COco
PPE GAD CONDUCTOR TO THE FTG. REINF. n
LONG PP R L - <, Z
2• ALL WIRE SHALL BE THHN. GROUNDING ROD. STEEL AS REQ. BY NEC 250.50
FRAME WALL 2X6 BUCK W/ 1/2 LAG -BOLTS I
3. A/C LOAD IS ASSUMED, VERIFY EQUIPMENT. LOADS
LIN
TEL HEADER
PRIOR TO INSTALLATION. REVISE BRANCH WINDOW SILL DETAIL (5EE LINTEL SCHEDULE
v -
SIDE BUCK
AS REQUIRED. FOR T 4 ,
• 2 6 SCALE: I - 1'-0' R TYPE REINF.)
;
X P.T. S.Y.P.
SXSXI6 C.M.U.
• `
(STUD GRADE) Ix4. P.T. WINDOW BUCK W/
HEADER BUCK (3)1/2' J -BOLTS 1/4'.x 2' TAPCON5 (EMBED.
.2X6 P.T. 5.Y -P -INSTALLED m CELL 11/¢' INTO CONC.) 10 12'_O.C.
1: r
(STUD GRADE) STL. TRACK CONC. POUR W/ 5' 1 _
t
15/32 C D PLYWOOD OR
1 BRACKET EMBt3D. , 0 o '-
(2) /2 "J -BOLTS LOCATIONS OR 1/16 O.S.B. SHEATHING : w L
-Al WINDOW z w --
INSTALLED
CELL - C3) !2' FRICTION 2 % W/ ALL EDGES BLOCKED 0 w w ¢ ¢
CONC. POUR W/ 5' L; FIT BOLTS BUCK; ANO Sp RINCx SHANK NAILS w � z
EMBED. r �X OR 2X P.T. S.Q.P. TAPCON5 TO BE PLACED BETWEEN g 4' O.C. AT EDGES o o o M -
OR , 2' WASHER WITH 2'-4' FROM ENDS OF 51LL/HEAD Iz 0 U z
(3) 11/2' FRICTION I/i" BOLT (STUD GRADE) AND SIDE BUCKS AND WILL BE w"vT t N >
FIT BOLTS LOCATED m 12' O.G. ALONG THE. m z 6 c
BOLTS LOCATION � o
NOT TO INTERFEAR FA5TNERS: LENGTH OF BUCK (5TAGGERED) ¢ o `� °i 40 �'
_�
2" WASHER WITH ARCH 1 _ � _
FRAME® HEADER- ®ETAIL SC -1/ _ _
1/ - W/PLAGEMENTOF I 11 ALE 2 1 .0 w
/ 4 TAPcON
♦ � �� � 2" BOLT.. � � m a o
♦ � I / ROLER BRACKETS..� �
♦ 1 (MIN. 11/2 EMBED. INTO CONC.) I- a = J z
ROOF ASSEMBLY DETAILS
SHEATHING: TYPE 4 FASTENING: ,
(SEE DETAIL I1/A-3.1 FOR SPECS)
FELT PAPER TYPE 4 FASTENING:
(2) 15 LB. FELT OVER SHEATHING W/'/8' CAPPED
ROOFING NAILS a 6' O.C. le OVERLAPS 4
12' O.C. 10 FELT INTERIOR
SHINGLE TYPE 4 FASTENING:
COMPOSITION SHINGLES W/ (6) 11/4' ELECTRO
GALV. ROOFING NAILS m FRA. SHINGLE W/ FULL
SHEATHING PENETRATION
VENT TYPE 4 FASTENING:
4'-0' x 2'-0' GALV. OFF -RIDGE VENTS W/ 1114'
ELECTRO GALV. ROOFING NAILS 9 4" O.C.
FLASHING TYPE 4 FASTENING:
26 GAUGE GALV.. ALUMN. FLASHING W/ 11/4' _
tl C/'•tCJ/l r_ A I . i 10/'111011.Ir_ wI A II G - AN r. r•
MASONRY WALL - 2X6 BUCK W/ 1/2" BOLTS -
TAPGONS TO BE PLACED BETWEEN a o
OR BUCK: PA5TNERS: -
2'-4' FROM ENDS OF SILL/HEAD a
0 o w
,I ..I x OR.2x x P.T. S.Y 1, I- 0
1 P 4 T�4PCON AND SIDE BUCKS AND WILL BE to w N w
_ 3/I� X 21/2 T,,4PCON = s � � 0 o
(STUD GRADE) CMIN_ I%2' EMBED: INTO GONG) LOCATED w 12, O.C. ALONG THE F c� ¢
•• (13/4' EMBED. INTO CONC.), LENGTH OF BUCK (STAGGERED) = z Q � °
FF- M 0 0 L i v In
HEADER BUCK OR I $ a Ld z ow � � �Q
• 2X6 P.T. S.Y.P.
SIDE BUCK w � w w z
-(STUD GRADE) STL. TRACK .
• 2X6 P.T. S.Y.P. 1X4 P.T. BUCK W/ TAPCON FASTENERS 3116 x . 21; I1 TAPCON L� Z T. U o o C) -1
BRACKET • �4 (STUD GRADE) 2 Q o a Z h a s X -A z01
• (5) 1/4' X 3'/¢' i 1 (13/44EMBED. INTO CONC.) (n � N V N - z w z zz
LOCATIONS - C6) /4 X 3/4� - z o0
TAPCON _
zQzw 000�o,�_,°•o
TAPGON ENGINEERING; SPECS: 1X4 C c� 0 o ZZ z - Z i- 05
P.T..T. K W/ TAPCON FASTENERS - - - -
. (13/a' EMBED.) L (1 4' EMBED) _ ,cn ¢ 1-- w � �
EVENLY SPACED �Q (1 4' O -G: WIND LOAD FACTOR UP TO: -44:7 LBS. PER SQ. FT.
o ? ow �
- HEADER +35.9 LBS. PER 50. FT. MA50NARY.
BUCK f4; MAX.OPENING
' MIN. T
I WASHER WITH `Q 3/4 WASHER WITH WINDOW LOCATION MAY BE AT ANY POINT ON A WALL t a
EA. TAPCON EA. TAPCON ENG�INEERING4 . SPECS. Q cfJ
4%-7WINDOW 15 LOCATED BELOW 30' A OV T D HEADER I" X HEADS Z
SIDE B E HE GROUN z R WIND OA FACTOR - U
`- TAPCON LOCATIONS BUCK - <[ 15UCK LOAD CT R UP TO 44.1 LBS. PER SQ. FT. ,
BUCK FASTENER REQUIRED TO BE WITHIN 4' OF BUCK END +35.9 LBS. PER SQ. FT. U 0
MASONRY WALL - 2X6 BUCK W/ 1/4) TAPCONS NO CLOSER THAN 2' FROM BUCK ENDIV
SIDE &IDEPW 111 (L .
BUCK BUCK OOR LOCATION MAY BE AT ANY POINT ON A uJALL Q N } -
FASTENER TO BE SPACED EQUALLY
Q
4 FULL EMBED. OF SCREW HEAD INTO BUCK FASTENER REQUIRED TO BE WITHIN 4' of BUCK END (L Q N
SILL
LOAD SPEC: BUCK WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG, DOOR NO CLOSER THAN 2' FROM BUCK END
16'-0' X ''-0' O.H.G. DR. 112 SQ. FT. Z X
HORIZONTAL ROLLER, AWNING OR FIXED GLASS oPNC�. - FASTENERS TO BE SPACED EQUALLY
112 $P. X 34.1 LBS /S F. = 3886 LBS• (TOTAL): IBL Ir,�IlI =11-1. rr Q= M1w1 r„- a,. T IV �j a 1=111 1 f=MR�n !�h C,f-NPPIII LIPAn IN1Tn 1-k1Ii-I! n Y
ENGINEER OF RECORD:
GBL- TOP PLAtE.•
I
RICE Enterprises
15/32' C -D PLYOOD OR 1/16' 0.5.8- Ed Shinskie P.E.
Prohnsional Engineer
I SHEA7HINC� W/ ALL EDGES BLOCKED AND •
Turkey Rd.
4707 Wild Turk
CRICKET I -
ad RING SHANK NAILS 4' O.C. AT EDGES Mims, FL 32754
i 4 6' O.C. w THE SHEATHING INTERIOR
Fkxidca R islration #47515
STUD 1, GENERAL CONTRACTOR WILL VERIFY ALL DIM.
- - I
. SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
- I _ 2. GENERAL CONTRACTOR WILL COMPLY WITH ALL.
DECOR CEMENTITIOUS BUILDING CODES Dont STATE AND LOCAL. ARD
COMPLY WNH ALL LOCAL AUIMRITILS HAVING
SEE DTL A I uRr�lcran.
DIAGONAL Ix4 WD. BRACING I FINISH J. N IS THE CONTRACTORS SOLE RESPONSIBILITY
LET INTO FACE OF STUDS -
TO DETERMINE ERECTION PROCEDURES AND
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING
. AND COMPONENT PARTS DURING ERECTION. THIS
INCLUDES BUT IS NOT LIMITED TO THE ADDITIONS OF
WHATEVER TEMPORARY BRACING, GUYS, OR NE
SEE DTL B: 5IMP5ON WB I _. HANDRAIL THAT MAY HE NECESSARY, SUCH MATERIAL
SHALL BE "A.F.F.- - PROPERTY OF TTHE➢CONT ACTOR AFTER CO PLEHUN
_ - AND SHALL REMAIN THE
36 AFIOF PRWLCT.
_ _ =
HUGHES WB -LATH '
. ... 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE
SIRUCIUHAI. DfLAWINGS SFIALL BE VERIFlED AND
. I ; : ALLOW 1/2" DRYWALL TO DIESHALL CONFORM TO THE PLAN DRAWINGS.
- - I �,�,��•.•.,,•.,,, . . DESIGNER HEREUY EXPRESSLY RESERVES HIS COPY-
__. AGAINST, 1/2II PLYWD. BACKING. RIT.IIT AND OTHER PROPERTY RKXTS IN THESE
PINTS. THESE MANS AND DRAWINGS ARE NOT TO
. IDOWN 1/4" FROM TOP OF BULL : BE REPRODUCED. CHANGED OR COPIED IN ANY FORM
24
'. , O.G. - BOND BREAK - MATERIAL TO BE OR MANNER WHATSOEVER WITHOUT WRITTEN PERM-
' _ � . NOSE TR I M C ISSK7N AND CONSENT OF WELDOR DESIGN GROUP INC
- - I DETERMINED BY A PERMITICOPY STAMP WAS DUN PLACED ON THESE
MANS. F R IS NOT IN RED INK, THERE IS A
BUILDER COPYRIGHT INFRINGEMENT. WILLFUL INFRINGEMENT .
- I
DAMAGES
AMAG SCOULD RANGE UP FEES DAMACEST $15LAOWOF ALL 5
15/32" C YWOO O 1/16 0.5 I DRAINAGE PLANE CWRB) II PROFITS BY LAW. -
_D PL D R .B 1 X 1 1/4 BULL NOSE MOULDING --
SHEATHING W/ALL EDGES GLUED AND NAILED TO I" X 10"
SOLE PLATE i
BLOCKED AND IOd.FORMED SHANK I MEMBRANE BRIDGE FLASHINGS TRIM BELOW .I/2II PLYWD.
NAILS O ANNULAR NAILS a 4' O.C. I X 10 TRIM (PAINTED). ,d (D
CORNER POST L R L R L I ®Q � q
4 8 O.C. ON INTR STUDS II � c
- - FLASNwG/coNTRoL JOINT 1/2 PLYWD. BACKING TO RUN ? Q m N
A DIAGONAL BRACE SHOULD REACH FROM THE DOUBLE ': ENTIRE LENGTH OF TRIM HOLD
2 X 12
PLATE TO THE SOLE PLATE AND CRO55 (3) STUD SPACES: 1/4II DOWN FROM TOP OF BULL x U_
IF THIS IS NOT POSSIBLE BECAUSE OF AN OPENING, A STRINGER
'K' BRACE SHOULD BE USED. DECOR CEMENTITIOUS FINISH 6 C4
2 X 12 STRINGER 2 X 4 N
2 X 4 STUD WALL o
SCALE; 3/ "= 1'-0' OVER A50N Y/BLOC W/ 2 X 4 13LKG STUD WALL U S N
L e V R M R K
AGAINST 2 X 4 o
I FE.
WALL
NOT
o..
SEE PLAN .
PITCH: 4 TO 8: 12 0
LOADING. 30 LIVE T.C. o _: N �
15 S LL SYSTEM 1(SWS_1 -Q j211 DEAD T.G. HEAR WA . )
10 DEAD B.G.
0
F
Lu�w
36'(H) HAND RAILIINCz
W/ MAX 4' SPHERICAL Ir, o Do o
PASS-THROUGH c
DBL. 2X4 TOP PLATE
N TT
STARTING o 0
EASING .- 7
STAIR SPECS. -
FLASHING/WEER SCREED DETAIL
D E TA (L' �f N.T.S 11 RISERS
1-V2' R15ER (�
N.T.S.
10' TREAD, .
0
15/32 G.D. PLYWOOD OR 1/16 0.5.5- /4 NOSE
_.
SHEATHING W/ALL EDGES .
I�
•
BLOCKED D 0 O D SHANK PER FBC 2011 8311.1 AN I d FORMED SLEEVE MAIN .
NAILS OR ANNULAR NAILS m 4' O.C. 4' SLAB WASTE PIPE W/-
'
STAIR NOTES: m
4 8' O.C. ON INTR STUDS SCH 40 6 PVC 0'-01
.
OL
I-
_ - 1 < <- - -� 1 z - - -/ 1 L FINISHED FLOOR 1. ALL STAIRS TO BE IN COMPLIANCE W/ �
2X4 WD STUDS 16 O.G. SECTION R511.5- R512 OF THE 201-7 F.B.C. Q
O
> Q
- I, o
4) 12d NAILS - 2 EACH SIDE' 02. ALL HAND RAILS TO BE 36 HIGH.WITH: .
2X6 RAFTER ( DBL. 2X4 WD 5TUD5 EA. END OF 5.W.S. Z
1 2X4 RAFTER.- (2) 12d NAILS - I EACH SIDE A MAX. 3.75' OPENING BETWEEN SPINDLES W
O
'
SIM SON N 2A W1 1/2' THREADED OD 4 LOWER RAIL 2" FROM DECK GAURD W
P D 2 RE DED R � U
INTO 3/4" DRILLED HOLE IN GONG. RAILS TO BE 36' HIGH'
TURN BULL NOSE 1. X 6 'W/ SHOE MOULDING .
LINTEL OF FIRST FLR BEARING. HOLE W
TRIM DOWN TO
(1) - 16d NAIL (NAIL THROUGH RIDGE INTO RAFTER) FILLED WITH EPDXY TYPE CEMENT. 3: TRIM MATERIAL. T.B.D. BY BUILDER (PAINTED )
O OR FLOOR ( '
®.
I,2+ ANCHOR E30LT MAY BE WITH -
CO
O
CONNECTOR NUT TO THREADED ROD.O
(4) - 12d NAILS INTO NAILER
.ANCHOR BOLT TO BE EMBED 5' -MIN •a ,•�- D N
SXSXI6 C.M.U.
' STAIRCASE DETAIL U
2 6 CO I SCALE: 1/2" =
x 2X4 BTM. PLATE
(SEE FOUNDATION PLAN FOR Q
/@ W/ 3- NT. NA LlR 12d NAILS fD EACH TRUSS
TYPE 4 REINF.)
Y� FLOOR SYSTEM
ROOF DECKING C..U. LINTEL CRS. FILLED W1 CONC..
1
NOTE:
W/ C U "5 CONT. -
STUB OUT LOCATION MAY
PRE -ENGINEERED
_ DIFFER ON LARGER OR
ROOF TRUSS
r -:TA SMALLER 5TEMWALL5
D �. B
MIN. THICKNESS AND APPLICATION OF GYPSUM BOARD (FBC2011, RESIDENTIAL TABLE 81023.5)
THICKNESS OF
APPLICATION
ORIENTATION OF
MAXIMUM
MAXIMUM.
SIZE OF NAILS FOR APPLCIATION
GYPSUM
II/4' LONG, ANNULAR- RINGED ± OR 4d COOLER
GYPSUM BOARD
SPACING OF
SPACING OF
TO WOOD FRAMING c
BOARD ,(INCHES)
EITHER DIRECTION
TO FRAMING
FRAMING
FASTENERS
8
16
NAIL, 0.080' DIA., 13/a' LON6, 1132' HEAD.
1/2
MEMBERS
(INCHES)
16
1
12
13 GAGE, 13/8' LONG,..nlro4' HEAD,. 0.098' DIA_,
(INCHE5 O.G.)
TWO
`,. 3/ LAY
a ERCJ
CEILING
NAILS a
SCREWS b
16
11/4' LONG, ANNULAR -RINGED: 5d COOLER
I,
BASE PLY NAILED AS ABOVE .FOR 2GYPSUM
BOARD: FAC S W 5
R E PLY INSTALLED WITH ADHESIVE '
WALL
EITHER DIRECTION
APPLICATION WITHOUT ADHESNE
N.T.S.
SCALE: '/2' 1'-0' SCALE: 1/2' = 1'-0"
STANDARD CRICKET AND VALLEY DETAIL 16 SHEAR W
ALL SYSTEM 1(SWSA SEWERPIPE PENETR. DTL...
WATER RESISTIVE BARRIER NOTE:
5 O O LATH OVER
WHERE DECOR. CEMENTITIOUS FINISH I T BE APPLIED T LA R
FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING � DBL- 2X4 TOP PLATE
WATER RESISTIVE BA IE
BETWEEN THE CEMENTITIOUS FINISH AND THE WBARRIER
A BOND BREAK SHALL' BE PROVIDED BETWEEN THE WATER RESISTIVE 15/32' CD. PLYWOOD OR 1/16' O.S.B.
THE CEM
BARRIER AND T NTITIOU5 FINISH CONSISTING OF ONE OF THEGS SHEATHING W/ALL EDGES
E
FOLLOWING (IN ACCORDANCE WITH R1032.1 OF FBC 2011 RESIDENTIAL 4 SUPPJ: 2x2 P.T. WD: LATH STRIP BLOCKED AND 10d FORMED SHANK
a 24' O.C. NAILED m
NAILS 1@ OR ANNULAR NAILS 4 O.C.
I. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL, OR TRUSS TOP CORD: • 4 8' O.C. ON INTR. STUDS
2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER OVER AN
OV ATIC OR .
APPROVED PL HOUSE WRAP, AP R 1 % 2X4 WD STUDS f�. 16' O.C.
3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE
WITH THE 1'1ANUFA CTURER'5 INSTALLATION INSTRUCTIONS -
3/8
CEILING d
PERPENDICULAR
16
1
12
13 GAGE, II/V LONG, 19/64' HEAD± 0,098" DIA.; .
WALL
II/4' LONG, ANNULAR- RINGED ± OR 4d COOLER
16.
16
24
'/2.
CEILING
EITHER DIRECTION
WALL
EITHER DIRECTION
16
8
16
NAIL, 0.080' DIA., 13/a' LON6, 1132' HEAD.
1/2
CEILING
EITHER DIRECTION
16
1
12
13 GAGE, 13/8' LONG,..nlro4' HEAD,. 0.098' DIA_,
24
TWO
`,. 3/ LAY
a ERCJ
CEILING
PERPENDICULAR
16
16
11/4' LONG, ANNULAR -RINGED: 5d COOLER
I,
BASE PLY NAILED AS ABOVE .FOR 2GYPSUM
BOARD: FAC S W 5
R E PLY INSTALLED WITH ADHESIVE '
WALL
EITHER DIRECTION
24
24
24
CEILING d
PERPENDICULAR
24
1
12
NAIL, 0 .086' DIA., 1%' ,a' - LONG, 15/64+ .. HEAP: OR
GYPSUM BOARD NAIL, 0.086' DIA., .15/a' LONG,
WALL
EITHER DIRECTION
24
8
12
9/32' READ. _
WALL
EITHER DIRECTION
16
8
16.
5,
a
C FILING
DIRECTION
EITHER D RE
16
1
12
IF'/a*
13 GAGE, 1 a LONGS, 113/64.HEAD: 0.095' DIA.,
13/a' LONG ANNULAR -RINGED: 6d COOLER
CEILING e
PERPENDICULAR
24
1
12
NAIL, 0:092', DIA., 1-1/8'.LONG, 1/4' HEAD: OR. .
GYPSUM BOARD NAIL, 0.0915' DIA., 1-1/8' LONG,
WALL
EITHER DIRECTION
24
8
12
19164* HEAD.
WALL
EITHER DIRECTION
16
8.'
16
r DBL. 2X4 WD STUDS -0 EA. END OF S_W.S _ Fn w s <2 n�
w F_ 2i -
APPLICATION WITH ADHESIVE o w J
- o rT
SIM SON HID2A W/ 1/2' THREADED RO
D
DECOR.CEMENTITIOU5 FIN5H „
MIN. 5/8 MTL. DRIP EDGE
THICK AT GABLE FACE- •
NF.) -• -
(SEE MANUFACTURE SPEC. FOR TYPE 4 REI
2X4 BTM. PLATE
WATER RESISTANT BARRIER (SEE REQ. ABOVE
S V. FO
EE ELEV. F'
FASCIA SIZE 4 TYPE
TO
OF G.M.U. BEAR. WALLLL
y
•• •. '
1-3/4' STAINLESS STEEL FLOOR SYSTEM
- - _
_ NAILS Q 24"O.C.
A .
y
(SEE ELEVATION)
__y_ J•y;.•� _.•_ _
..•• . ... . ...... .. ,
ALUMN ITVENTED SOFFMAIN BEAR
DBL. 2X4 TOP PLATE
G N
. . , .:. ALUMN. HAN EL 5 TAPLED'.. � 51MIPSON Np2A W/ /2 THREADED ROD '
:. _. .•
. , .. .. ... ...... .. ... Q EA. LATH STRIP -
3/a
CEILING d
PERPENDICULAR
16
16
16
3/
SAME AS At30vE FOR s Cxl'PSUI"I BOARD
WALL
EITHER DIRECTION
16.
16
24
'/2.
CEILING
EITHER DIRECTION
16
16
16
SAME AS ABOVE FOR '/2' AND 5/a GYPSUM
BOARD, RESPECTIVELY
CEILING d
PERPENDICULAR
24'
12
16
WALL
EITHER DIRECTION
24
16
24
TWO
`,. 3/ LAY
a ERCJ
CEILING
PERPENDICULAR
16
16
16..'
I,
BASE PLY NAILED AS ABOVE .FOR 2GYPSUM
BOARD: FAC S W 5
R E PLY INSTALLED WITH ADHESIVE '
WALL
EITHER DIRECTION
24
24
24
_ o o a'ao
FOR 51. I 25:4mm. z0zw 000�o
• .. _ - : O -
.. - DBL. 2X4 WD STUDS m EA. END OF S.W.S. c� � o z z z � z � o�
a 1= c
- U)w j�m3 vv
+ 1 + Q Ld
. .. .. 6 CEMENTITIOUS ; .. a O APPLICATION WITHOUT 5 AI OF NAILS SPACED NOT 55 THAN 2, APART O 2/ r
FOR APPLI ATI N ATH UT ADHE AYE, A PAIR LE P RT R MORE THAN 21/2':APART MAY BE USED WITH THE PAIR OF `
TRIM - C
NAILS 5 PAC ED 12'O N ENTER
' 2X4 WD STUDS g 16'0.0
S
b. SCREWS' SHALL BE TYPE S OR W PER ASTM C 1002 AND SHALL BE SUFFICIENTLY LONG TO PENETRATE WORD FRAMING NOT LESS THAN /+ AND META
.MAIN WIND FORCE RESISTANCE o OVERHANG:
o m ....
wooDer.
j
INTERIOR ZONE
Tn t
in - a a a
ca
E E
-38. F.S.F.
-30:1 F.S.F.
tt U a rn ow in
N
=38.4 P.S.F.
-30.1 F.S.F.
7 .
�.
wm¢ 3`
a o'
Imo•pFT-- J z
o _' 0 w
Ld Q
T_ a U. U. O
..-.w
�I-U �.. W.
¢,
w y
x z a m
c�wN�3
�3ow
z z r z (L -LD, a m o
¢ w
W r � z.
�w�a r avF-
Ldv U ooa¢cn rti
w n, w w v o� -
z p z
F ¢ - w w CL LLT
CL z
Foo � w w � � x � zz
_ o o a'ao
FOR 51. I 25:4mm. z0zw 000�o
• .. _ - : O -
.. - DBL. 2X4 WD STUDS m EA. END OF S.W.S. c� � o z z z � z � o�
a 1= c
- U)w j�m3 vv
+ 1 + Q Ld
. .. .. 6 CEMENTITIOUS ; .. a O APPLICATION WITHOUT 5 AI OF NAILS SPACED NOT 55 THAN 2, APART O 2/ r
FOR APPLI ATI N ATH UT ADHE AYE, A PAIR LE P RT R MORE THAN 21/2':APART MAY BE USED WITH THE PAIR OF `
TRIM - C
NAILS 5 PAC ED 12'O N ENTER
' 2X4 WD STUDS g 16'0.0
S
b. SCREWS' SHALL BE TYPE S OR W PER ASTM C 1002 AND SHALL BE SUFFICIENTLY LONG TO PENETRATE WORD FRAMING NOT LESS THAN /+ AND META
.MAIN WIND FORCE RESISTANCE o OVERHANG:
LOAD DIRECTION
END ZONE _
INTERIOR ZONE
TRANSVERSE
-38. F.S.F.
-30:1 F.S.F.
LONGITUDINAL
=38.4 P.S.F.
-30.1 F.S.F.
SHALL BE FASTENED AT MAX. 6 O.G. BY MIN. 1 1/8 6d COATED NAILS OF, RE EQUIVALENT DRYWALL SCREWS.,. , ■
_ •' Z
SCALE:I, = 1 -0 ~
2
•W I
W
CEMENT. GABLE DACE REO. (7p.) 1DETAIL I -- S 5®2
SC = -� 17.-. S1-1EA1� WALL SYSTEM 2 '(SWS-2) 2 GYPSUM NAILING..- SCALE: Ns.
SCALE: '/2' , 1'-0' ALE: 1 1
51MP50N HD2A W/'/2' THREADED ROD
INTO 3/4' DRILLED HOLE IN CONC. LINTEL
OF FIRST FLR BEARING.. HOLE FILLED
WITH EPDXY TYPE CEMENT.
OR
1/2" ANCHOR BOLT MAY BE USED WITH
CONNECTOR NUT TO THREADED ROD.
ANCHOR BOLT TO BE EMBED 5' MIN
FOUNDATION
FRAMING NOT LE55 THAN
c. WHERE METAL FRAMING IS USED WITH A CLINCHING DE61GN TO RECEIVE NAILS BY TWO EDGES OF METAL, THE NAILS SHALL BE NOT LESS THAN 5/ '
LONGER THAN THE GYPSUM BOARD THICKNE55 AND SHALL HAVE RINGED SHANKS. WHERE THE METAL...FRAMING HAS "A NAILING GROOVE FORMED TO
RECEIVE THE NAILS, THE NAILS SHALL HAVE BARBED SHANKS OR BE 5d, 13/2 GAGE, 15/8' LONG, I-5/64' HEAD FOR'/s' GYPSUM BOARD, AND 6d, 13 GAGE,
1-1/8' LONG, 15/64' HEAD FOR 5/a' GYPSUM BOARD.
d. THREE -EIGHTS -INCH -THICK SINGLE -PLY GYPSUM BOARD SHALL NOT BE USED ON A CEILING WHERE A WATER-BASED TEXTURED FINISH IS TO BE
APPLIED, OR WHERE IT WILL BE REQUIRED TO SUPPORT INSULATION A80VE A CEILING. ON CEILING APPLICATIONS TO RECEIVE A WATER-BASED
TEXTURE METERIAL, EITHER HAND OR SPRAY APPLIED, THE GYPSUM BOARD SHALL BE APPLIED PERPENDICULAR To FRAMING. WHEN APPLYING A
WATER-BASED TEXTURE MATERIAL, THE MINIMUM BYPSUM BOARD THICKNESS SHALL' BE INCREASED FROM 3/a' TO 1/2' FOR 16" O.G. FRAMING, AND FROM 1/2'
TO 5/a' FOR 24' O.C. FRAMING OR '/2'. SACS -RESISTANT BYPSUM CEILING BOARD SHALL BE USED.
eCONC TYPE X GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS SHALL BE INSTALLED PERPENDICULAR TOTHECEILING FRAMING AND
O�
�
fZ U
U vl�
W
6�
Q cv �-
OC
(j
•
-
•; .cy)
SHALL BE FASTENED AT MAX. 6 O.G. BY MIN. 1 1/8 6d COATED NAILS OF, RE EQUIVALENT DRYWALL SCREWS.,. , ■
_ •' Z
SCALE:I, = 1 -0 ~
2
•W I
W
CEMENT. GABLE DACE REO. (7p.) 1DETAIL I -- S 5®2
SC = -� 17.-. S1-1EA1� WALL SYSTEM 2 '(SWS-2) 2 GYPSUM NAILING..- SCALE: Ns.
SCALE: '/2' , 1'-0' ALE: 1 1
�4vision
Response to Comments ❑
1
City of Sanford
Building & Fire Prevention Division
OCT 0 8 &18 Ph: 407.688,5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 1 � Z -� () Submittal Date
Project Address: 7) 0c) (r� � • P. i
j(
Contact: j 1 /11
Ph:5-4) "'� `i l�J Tax:
Email: ��� 11
Trades encompassed in revision:
EdBuilding
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
General description of revision:
ROUTING INFORMArHON
Department Approvals
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑ Fire Prevention
❑ Building
-Z-f� �s,- 7 - l%
Q :
2X4 l
BRACE ;
3-10d NAILS -
BACKSIDE
3-10d
NAILS
8
SIMPSON A-34 -3, NAILS
CLIP
'7
2X4 BLOCKING
15/32' C -D PLYWOOD OR 1/16 0.6 B. SHEATHINGOF TRUSS BTM. CORD. LENGTH
AS INDICATED ON
ROOF PLAN
W/ Sd NAILED A5 FOLLOWS:
ROOF NOTES
4' O.C. ALL EDGES AND TOP 4
BOTTOM CORD MEMBER.
I. WHERE MULTIPLE TIES ARE AT ONE BEARING
6" O.C. ALL INTERMEDIATE WEBBING PLATE: 'TIES TO. OS
BE ANCHORED AT OPPOSING
I 6
JACK POST SCHEDULE (SIMPSON)
STD. FRAME TIE
PRE-ENGINEERED WD. TRU55E5
POST ANCHOR
_
SIMPSON A-34
UPLIFT
i
GABLE -END
CLIP
TRUSS RACING DETAIL
FASTENERS
GJACK
WD. TRUSS
POST
POST
TRUSS
14-10d EA.
JPI
SCA�;E: Nim
LTT 205
11/2' WEDGE -ALL FRCT.-
10-16d
_
1-10d
3-10d NAIL
1750
TRU55 TIE
1p
� GABLE E BRACING -SEE DETAIL 1/A-3.1
ND "X' BR
O
5000
FIT A.B. EMBED. 411/2"
I5-5DS11/4'x3"
(2)11/2x5 TITAN HD
RAT 2UNNE2
EA.
36-SD5114'x3'
8 RAT RUNNER
2X4
3-2x4
HTT 5
3-10d NAILS
2X4 HORZ. CONT. BRACING
Ci/�BJ-E ROOF
ROOD
\ - ,
2 X 4 HORZ.' CONT. BRACING
W/ 3-16d IN EA. TOP OF TRUSS BTM. CORD. ;
3000
BRACE
/—"AN
-
BOVE 2X4 BLOCKING W/ 3 12d
BLOCKING 4 2-12d IN EA, TOP
BACKSIDE
I _
LENGTH AS INDICATED ON ROOF PLAN
EA. '
ADD. BRACE IF
"
JACK POST
OF TRUSS BTM. CORD. LENGTH
,
HTT 5
W/ 2 X 4 BLOCKING m FIRST TRUSS SPACE
32-16d
MST 31
21-16d
DIM. 'A' 15 GREATE
AS INDICATED ON ROOF PLAN
3 3 3 - :
I I I
�-3.1 -
FROM GABLE TRUSS
FIT AB. EMBED. 511/2'
12' W/ EPDXY CEMENT
NOTES:
THAN 6'-0'
51DE5 OF TRUSS CONNECTION FOR MAX. NAIL 5EPERATION-
SEE. DETAIL 8/A-3.1`
JP4
31/2'x1' I.SE PARR
2=10d
51/8' A.B. EMBED. 5'
'
TRUSS BTM CORD
I I
2
:
9 TIE TOP OF WALL TO 2X4 BLOCKING OR
4315
POST
PSL COL.
NAILS
I I, I I
\
TO BTM CORD OF TRUSS W/ SIMP5ON
Q
EA.
JPS
31i2'xl' 1.8E PARR
(2) HTT 5
BACKSIDE
META 16. OR MTS 12 TIE m 24 O.C.
(2) MST 31
21-16d
a
SEE SHEATHING
ANCHOR
2 ,. .
l_
SHEATHING NAILING, SC
L G SCHEDULE
;
EPDXY-TYPE CEMENT
2X4 BLOCKING FIRST TRUSS
SCHEDULE
a GAE3LE TRUSS
NAILS
311/2'xl' I.SE PARR
(2) HTT 5
51/8' THREADED ROD
SPACE
(2) MST 40
N
23-16d
8920
PSL COL.
I I I
.... _
C f4,. PLYWOED C,R 7/16 O.S.B. SNEAi-RING -
Z
EA.
2 P B RQ N 2x4 `
W/ 8d NAILED AS FOLLOWS:
8
ILI
END
-_
SCALE: .
BLOCKING , ,_ ,
I.
I I I I
STUDS g Ido' O.C. W/ R -Ii _
BATT. INSUL BETWN. ;
SEE ELEVATION PLAN FOR, VENEER FIN.
_
4' O.C. ALL EDGES AND TOP t
BOTTOM CORD MEMBER
2-10d
-
-
I' I 1. I
I - - - - -
I I
2 T W FL JST
6" O.C.' ALL INTERMEDIATE WEBBING
NAILS
Q :
2X4 l
BRACE ;
3-10d NAILS -
BACKSIDE
3-10d
NAILS
8
SIMPSON A-34 -3, NAILS
CLIP
'7
2X4 BLOCKING
15/32' C -D PLYWOOD OR 1/16 0.6 B. SHEATHINGOF TRUSS BTM. CORD. LENGTH
AS INDICATED ON
ROOF PLAN
W/ Sd NAILED A5 FOLLOWS:
ROOF NOTES
4' O.C. ALL EDGES AND TOP 4
BOTTOM CORD MEMBER.
I. WHERE MULTIPLE TIES ARE AT ONE BEARING
6" O.C. ALL INTERMEDIATE WEBBING PLATE: 'TIES TO. OS
BE ANCHORED AT OPPOSING
I 6
JACK POST SCHEDULE (SIMPSON)
STD. FRAME TIE
POST
POST ANCHOR
_
Sll.�i=5 UI- I Hk BEARING PLATE TO f"lAXll"IIZE
UPLIFT
i
GASLE
GABLE -
END
EN
TRUSS RACING DETAIL
FASTENERS
GJACK
SEPERATION OF NAILING PATTERNS
POST
POST
TRUSS
14-10d EA.
JPI
SCA�;E: Nim
LTT 205
11/2' WEDGE -ALL FRCT.-
10-16d
_
1-10d
1-10d
1750
TRU55 TIE
1p
� GABLE E BRACING -SEE DETAIL 1/A-3.1
ND "X' BR
O
5000
FIT A.B. EMBED. 411/2"
I5-5DS11/4'x3"
(2)11/2x5 TITAN HD
RAT 2UNNE2
EA.
36-SD5114'x3'
8 RAT RUNNER
JP2
3-2x4
HTT 5
5/8" WEDGE -ALL FRCT.-
2X4 HORZ. CONT. BRACING
Ci/�BJ-E ROOF
ROOD
\ - ,
2 X 4 HORZ.' CONT. BRACING
W/ 3-16d IN EA. TOP OF TRUSS BTM. CORD. ;
3000
/—"AN
-
BOVE 2X4 BLOCKING W/ 3 12d
BLOCKING 4 2-12d IN EA, TOP
I I
RIDGE -
I _
LENGTH AS INDICATED ON ROOF PLAN
EA. '
EA.
"
JACK POST
OF TRUSS BTM. CORD. LENGTH
,
HTT 5
W/ 2 X 4 BLOCKING m FIRST TRUSS SPACE
32-16d
MST 31
21-16d
21-16d
AS INDICATED ON ROOF PLAN
3 3 3 - :
I I I
�-3.1 -
FROM GABLE TRUSS
FIT AB. EMBED. 511/2'
12' W/ EPDXY CEMENT
NOTES:
------7-7- T- - - ------
51DE5 OF TRUSS CONNECTION FOR MAX. NAIL 5EPERATION-
SEE. DETAIL 8/A-3.1`
JP4
31/2'x1' I.SE PARR
HTT 5
51/8' A.B. EMBED. 5'
'
TRUSS BTM CORD
I I
2
:
9 TIE TOP OF WALL TO 2X4 BLOCKING OR
4315
POST
PSL COL.
I I, I I
\
TO BTM CORD OF TRUSS W/ SIMP5ON
EA.
EA.
JPS
31i2'xl' 1.8E PARR
(2) HTT 5
-
META 16. OR MTS 12 TIE m 24 O.C.
(2) MST 31
21-16d
21-16d
1630
ANCHOR
2 ,. .
l_
SHEATHING NAILING, SC
L G SCHEDULE
;
EPDXY-TYPE CEMENT
2X4 BLOCKING FIRST TRUSS
I I I I
a GAE3LE TRUSS
JP6
311/2'xl' I.SE PARR
(2) HTT 5
51/8' THREADED ROD
SPACE
(2) MST 40
I
23-16d
8920
PSL COL.
I I I
.... _
C f4,. PLYWOED C,R 7/16 O.S.B. SNEAi-RING -
EA.
EA.
2 P B RQ N 2x4 `
W/ 8d NAILED AS FOLLOWS:
8
®
GABLE
END
-_
SCALE: .
BLOCKING , ,_ ,
I.
I I I I
STUDS g Ido' O.C. W/ R -Ii _
BATT. INSUL BETWN. ;
SEE ELEVATION PLAN FOR, VENEER FIN.
_
4' O.C. ALL EDGES AND TOP t
BOTTOM CORD MEMBER
-
_
1 1. 0
I' I 1. I
I - - - - -
I I
2 T W FL JST
6" O.C.' ALL INTERMEDIATE WEBBING
x I - - D. R
— I�p— 15/32' C -D PLYOOD OR 1/16' 0.5.8.
� U
W/ SIMP. HU26 16 O.C. II �4LI13 ATL11AIr- III/ Al I =Mr:G� rui nr I�t=n Akin
PERMANENT TRUSS BRACING
ACQUIRED BY ALL "OF THE FOLLOWING
ROOF SHEATHING: INSTALLED AS SPECIFIED
IN PLANS
DRYWALL: 1/2' DRYWALL INSTALLED AT
CEILING TO BTM. CORD OF TRUSS WITH
DRYWALL SCREW AT 16' O.C. TO EACH TRUSS
RAT RUNNER: 2x4 RAT RUNNER CONT. AT TOP
TRU55 BTM. CORD m Iro'-O' O.C. WITH (2)
0D AT EACH TRUSS. RAT RUNNERS USED IN
TRU55 ERECTION MAY BE USED WITH, SPECIFIED
NAILING OF (2) 10D m EACH TRUSS.
U5t 24O KIINC3 t:,H/-NNr� INAIL.b. - .9
GLEAN COM ACtD
D 20'PANEL EDGES PANEL FIELD
I NAILS (o' O.C. I NAILS 12' O.C. TEWITE TREATED 05 BARS CI STORY)
FILL
2 NAILS (o' O -C. 2 NAILS ro" O.C.
3NAILS �O.C. 3 NAILS 6 O.C.
STEM WALL (-rYF=. Ff;;�A1„1E WALL)
NOTE: USE 86 RING SHANK NAILS:
1
TRUSS TIE SCHEDULE
JACK POST SCHEDULE (SIMPSON)
STD. FRAME TIE
POST
POST ANCHOR
TRUSS
TIE TO POST
UPLIFT
TRUSS
ANCHOR
FASTENERS
TIE
FASTENERS
GJACK
FLOOR
POST
POST
TRUSS
14-10d EA.
JPI
2-2x4
LTT 205
11/2' WEDGE -ALL FRCT.-
10-16d
(2) MT5 12
1-10d
1-10d
1750
TRU55 TIE
12' W/ EPDXY CEMENT
5000
FIT A.B. EMBED. 411/2"
I5-5DS11/4'x3"
(2)11/2x5 TITAN HD
EA.
EA.
36-SD5114'x3'
TO POST
JP2
3-2x4
HTT 5
5/8" WEDGE -ALL FRCT.-
32-16d
(3) MT5 12
1-106
1-10d
3000
10,520
FIT A.B. EMBED. 51/2'
64-16d SINK
5is' THRD. ROD EMBED.
EA. '
EA.
"
JACK POST
JP3
311/2'x31/2' 1.8E PARR
HTT 5
51/8" WEDGE -ALL FRCT.-
32-16d
MST 31
21-16d
21-16d
3815
SIMPSON HGT 3
16-10d
PSL COL.
FIT AB. EMBED. 511/2'
12' W/ EPDXY CEMENT
NOTES:
1. WHERE MULTIPLE TIES ARE USED:. LOCATE TIES: AT OPPOSING
51DE5 OF TRUSS CONNECTION FOR MAX. NAIL 5EPERATION-
2. ALL HANGERS FOR ]-PLY TRUSSES TO BE U.S.P. THD 26
JP4
31/2'x1' I.SE PARR
HTT 5
51/8' A.B. EMBED. 5'
32-16d
(2) MST 21
.15-16d
15-166
4315
POST
PSL COL.
EPDXY-TYPE. CEMENT
EA.
EA.
JPS
31i2'xl' 1.8E PARR
(2) HTT 5
51/8" AB. EMBED. 5'
32-16d
(2) MST 31
21-16d
21-16d
1630
ANCHOR
PSL COL.
EPDXY-TYPE CEMENT
EA.'
EA.
JP6
311/2'xl' I.SE PARR
(2) HTT 5
51/8' THREADED ROD
32-16d
(2) MST 40
23-16d
23-16d
8920
PSL COL.
EMBED. 10'
EA.
EA.
EPDXY-TYPE CEMENT
TRUSS TIE SCHEDULE
UPLIFT TIE -DOWN I FA5TENEF_,_F ANCHOR
STD. FRAME TIE
455
SIMPSON H5
4-8d 4-8d'
1000
SIMP50N MT5 12
14-10d 14-10d
STD. MASONARY TIE
1450 SIMP5ON META 16 1-10dx1'1/2
EMBED. 4'
2235 15IMPSON HHETA 20 10-10dx1l1/2
EMBED. 4'
SPECIAL TIES
2000
(2) 51MP50N MT5 12
14-10d EA.
14-10d EA.
5080
SIMP50N MST 3l
21-10d x 11/2
21-10d x 111/2
3965
51MP50N MGT .:
22-10d
51/8' THIRD. ROD EMBED.
12' W/ EPDXY CEMENT
5000
SIMPSON FGTR
I5-5DS11/4'x3"
(2)11/2x5 TITAN HD
9400
(2) SIMPSON FGTR
36-SD5114'x3'
(4)11/2x5 TITAN HD
5250
SIMP50N NTT 22.1
32-16d
5/8' THRD. ROD EMBED.
12' W/ EPDXY CEMENT
10,520
(2) SIMPSON HTT 22
64-16d SINK
5is' THRD. ROD EMBED.
I' SPACE BTWN. A.B
"
12' W/ EPDXY CEMENT
10,980
51MP50N HGT 2
16-100
31/4' THIRD. ROD EMBED.
12' W/ EPDXY CEMENT
10,530
SIMPSON HGT 3
16-10d
3/4' THRD. ROD EMBED.
12' W/ EPDXY CEMENT
NOTES:
1. WHERE MULTIPLE TIES ARE USED:. LOCATE TIES: AT OPPOSING
51DE5 OF TRUSS CONNECTION FOR MAX. NAIL 5EPERATION-
2. ALL HANGERS FOR ]-PLY TRUSSES TO BE U.S.P. THD 26
4 2 -PLY TRUSSES TO BE THD 28-2 UNLESS NOTED OTHERWISE,
3. ALL MA60NARY TO TRUSS/FLR JOIST TIES TO BE SIMPSON
'META I6 UNLESS NOTED OTHERWISE, .
ALL FRAME TO TRU55/FLR. JOIST TIES .TO BE SIMP50N
MTS 12 UNLESS NOTED OTHERWISE
4. UPLIFT AND REINF. SPEC. TAKEN FROM SIMPSON C-2013
(ALL TIE 4 CONNECTORS SHOULD BE VERIFIED WITH MANUF.)
5. FOR TRUSS CONNECTIONS TO EXISTING C.M.U. USE SIMP.
MTSM-16 W/ (4)1/4'41/4' TAPC0N5 UNLESS OTHERWISE NOTED.
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Revisions OCT j 218 City of Sanford
Response to Comments ❑ Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I �ZS" Submittal Date 1101 1 U I l
Project Address:
Contact:
Ph: 2P. 2� Z� Fax:
Trades encompassed in revision:
XBuilding
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
Pq Engineering
❑ Fire Prevention
❑ Building e',ff
36'-34" 12'-6" 4'-241 T-0" i 33'-0"
sn
El
1 ------ ----- -_--� pI \�i -------- - _-^-^--T--4---- -
a — — — O-------- — — — — — — — —
I p p-
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CIDI i I A SINK I I A SIMILAR I O I
I I A100 ® 27'-74 I I A100 24'-421 I I 1811
I ; SIMIL,
❑I #5 VERTICAL REBAR @ V I #5 VERTICAL REBAR @ I 1 A
-*7 HB I ; I 7'-0" O.C. MAX AND AT ° I 71 011 O.G. MAX AND AT -1 -
I I CORNERS, TYPICAL I N I I CORNERS, TYPICAL I j I A100
8" W X 12" D THICKENED mil I I I I❑
EDGE AT STEP W/ #5
I
REBAR CONT. WC
�—`0� 15'-1411 I -I
1 -
❑; I I 0'-3 1/2"
A _ II I -----�Ii
36" REF! I I 16" W X 12" D THICKENED SLOPE SLAB 2"
co _
I
EDGE AT STEP W/ #5
(I I SHWR �� I i ii ( I REBAR CONT.
t I
L__ -" io
29'-3211 27'-102'1
V I
0'-1 1/2"
f-) 0'-3 1/2"
``' L I A SIMILAR II
— - - 4" THICK 3,000 PSI CONC. SLAB W/ 6x6-10/10
C7 I ❑ W.W.F. ON 10 MIL. VAPOR BARRIER ON I I A100 I p
COMPACTED, TERMITE TREATED FILL 7
I I CURB —
A I ❑; I V I INS I El
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12'
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I I 5'-11" eco I I SIMILAR
op I 8 W X 12 D THICKENED - N 11 I A
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PROJECT NO:
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DATE.-
10-06-18
ATE:10-06-18
SCALE:
1/411 ^ 11-011
5HEET NUMBER
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