HomeMy WebLinkAboutREVISION - 2-9-22OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
&--m
PERMIT #
RECEIPT
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
&
DETAILED DESCRIPTION OF PROJECT
REVISIONS: oe-4at'l-s-
CONTRACTOR INFORMATION:
4
STATE of FL REG./CERT. #:
BUSINESS NAME: W'I.0
QUALIFIERS NAME: f
ADD 7 CITY: STATE!:
PHONE (DAYTIME): C) e — / 0
OWNER/BUILDER INFORNUkTION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ST. LUCIE CO CERT.
a 0 -"—" r 11
ZIP:
FAX: 7-ij
FAX:
ZIP:
ARCMTECT/ENGINEER INFORMATION:
NAME. 7A ADDRESS:
CITY: TITT
I E: ZIP:
PHONE (DAYTIME): -77)-37 rl FAX:
BECENED
permit
ucoully
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SLCCC.- 9123109 lk!v
Revised 06130117 11
1-iltVfS1(�IV
KELLY t KELLY AIRCHITEcre
RE5IDENTIAI_ AND COMMERCIAL ARCHITECTURE
51NGE 198® REG.# 8341
February 8, 2022
St. Lucie County Building Department
2300 Virginia Avenue
Ft. Pierce, Florida 34982
RE: Lauletta Residence
804 Winters Creek Road
Palm City, Florida 34990
Permit Number: 2106-0353
Dear Sir or Madam,
Please note the following regarding the above referenced project:
ReC�tvEC
FEB 0 9 nzz
St. pude County
ermitting
• See Sheet #6 with revised Beam Details B-1, B-2, BM-6 & BM-8.
Materials and methods are acceptable to the architect.
119 5.111. 51XTH 5TREET * 5TUART, FLORIDA 34994 * (112) 2'83-3492
UJLLIW. KELLYAND KELLYARGHITECT5. GOM
vy'� t- ` 0/166 - D3_!�3
150 M,P,H,
160 M,P,H,
110 MPH,
I A I>_IN SC�4DUL - I
NAIL EDGE FIELD
ITEM SIZE SPACING SPACING NOTES
5/8" CDX ROOF SHEATHING
8 d
4" O,C,
4" O.C,
4" O.G. EDGE 4 4" O,C, FIELD WITHIN 4' OF ROOF EDGE
5/5" CDX ROOF SHEATHING
8 d
4" O,C,
4" OL.
a'- O" FROM GABLE END ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
3" O,G,
3" O,C,
3" O,G, EDGE 8 3" O.G, FIELD WITHIN 4' OF ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
3" O,C,
3" O,G,
8' - O" FROM GABLE END ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
3" O.G,
3" O,C,
3" O,G, EDGE 4 3" O G, FIELD WITHIN 4' OF ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
3" O,G,
3" O,G,
a'- 0" FROM GABLE END ROOF EDGE
1/2" CDX WALL SHEATHING
S d
6" O,C,
6" O,C,
3/4" T 4 G FLOOR SHEATHING
10 d
b" 0.0,
6" O C,
GLUE ALL PLYWOOD (PL400 OR EQUAL )
STUD TO 2 X 12 HEADER
16 d
3 PER HEADER PLY
BASE SHEET NAILING
6" O C,
18" s 11"
ROOF SHEATHING USE RSRS 04 (3" X 0,120" )
ALL NAILS TO BE GALVANIZED
MARK
OALLOWED
MAXIMUM
UPLIFT
IMP50N
�ODEL
UMBER
QUANTITY, SIZE 4 TYPE
OF ANCHORAGE REQUIRED
A
1 8 10
14ETA20
12 - IOd
B
1 0 0 0
TS20
14 - IOd / 14-IOd X 1/2"
G
1000
TS12
14 - IOd
D
3965
IGT
5/8" ANCHOR TO CON,, 16 - IOd GIRDER
E
10530
4GT - 3
2 - 3/4" ANCHOR TO CON„ 16 - IOd GIRDER
I
F
9400
GTR-DBL
36-5D6 1/4" DIA X 3" IN GIRDER
FOUR 1/2" DIA X 5" TITEN HD TO WALL
1
ALL TRUSS TO TRUSS ¢ONNECTIONS PER TRUSS MANUFACTURER
ALL LATERAL BRIO NG PER TRUSS MANUFACTURER
❑ ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON HEtA20
UNLESS NOTED OTHERWISE ON LAYOUT,
❑ ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON MTS20
UNLESS NOTED OTHERWISE ON LAYOUT,
❑ VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS
❑ THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID
TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS $ ALL TRUSS 8
HEADER ENGINEERING
❑ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC. MUST BE vER''?='ED W/ WIND LOAD
REPORTS PRIOR TO INSTALLATION
❑ TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS
MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION
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LINTEL &Ck4EDULE
#
TYPE
LENGTH
OF
LINTEL
4LLOWED
LOAD
P.L.F.
GROUT
LINTEL
NO
GROUT
REINF,
1
SF8-I5
2-10
316b
V/
10 6 BAR
2
8F8-I13
3-6
31bb
`/
3
8F8-I5
4-0
2b46
V/
4
8F8-I5
5-4
1665
t/
5
SF13-18
1-6
1029
V/
(�
8F8-IB
9-4
168
V/
7
8F8-I5
11-4
598
/
ELIE
S
8F24-15
194
1400
�/
a
I �`l
8" W X 4 6" D POURED CONCRETE
to of TIE 13EAM W/ 8 05 BARS CONTINUOUS
I 1 103 HOOPS 416" O/C
I I
I I
I� d �
OvE:RHEAD GARAGE DOOR
B-1
i
1� O -0"AFF,
0 o S' W X 16" D POURED CONCRETE
TIE BEAM W14 05 BARS CONTINUOUS
0 0
TB -I
o 0
1 12" W X 16" D POURED CONCRETE
TIE BEAM W/ 4 05 BARS CONTINUOUS
0 0
I o A F.
T;.
LIMON
him
STEPPED
TRAY
WILL,
ACCESS
PANEL
I PHI
II II
II i 11
B-2
-T—r--�-r—r--
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I b" W X I b' D POURED CONCRETE
1 I TIE BEAM W/ b 08 BARS CONTINUOUS
Lo 0 o I 4 0 3 HOOPS 9 6" O/C
14'-0" A.FP.
F° ° I
I b" W X 16" D POURED CONCRETE
TIE BEAM W/ 2 05 BARS CONTINUOUS TOP
13 06 BARS CONTINUOUS BOTTOM
° o I
4 0 3 HOOPS 6 8' O/C
12_ -4„ AFF
BM$
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-,-
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A
- - BM$ - -
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CONCRETE i FLOOR SEE-- DRAWINGS I• Dill !''If ___..___ _ _._____.____ ____
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FNEW 2" X 6" OR 2" X B" RAFTERS
AT 24" O.C. ANCHORED TO TRUSS - - - -
BELOW WITH SIMP60N OMT612/
ONE AT EACH END OF NEW RAFTER 1
-DRILL HOLE INTO EXISTING
PLYWOOD AND ATTACH TO
TRUSS BELOW
PRAM I G 'ANCHOR DETA L
III = II-011
3/I6" = 1'-0"
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21 10 5
13 MAY 21
OF FOURTEEN
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