HomeMy WebLinkAbout22-3536City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-003536-2022
Issue Data:
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first relinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
III III!IIII IN ii 11 M!
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
$IGNA
IT E
t
CAR PORT
n y p" _
2" X 6"
SUPPORTING AND RAFTING
6" x 6" - GUSSET
" X 6" - KING POST
�1" x 6" - OUTRIGGERS
3' i5' I 1 111 111&1" x 4" - PLATE
16 in
X 11k - Beam
2" X 6"
SUPPORTING AND RAFTING
vd"-
PORCH
1" X 6" - KING POST
- RIDGE BOARD
�1" x 6" -OUTRIGGERS
6" x 6" - GUSSET PLA
DETAIL - ROOF FRAMING PLAN
2`6
"x4"-PLATE
—J16inI—
' x 11' - Beam
LSTA 1-1/4 in. x 36 in.
J"x11J"
is -Tie
TCP50 50mm Truss Clip
- Beam
JA/FSA - Galvanized
' - Common Raf
HU series 2-1/2 X 2-9/16 X 5-3/8" 14 ga
Heavy Duty
1/2 in - cdx plywood or
OSB plywood
r—Simpson Strong -Tie TCP50
7' x 11 g' - B?am
—i.VLbeam
JA/FSA -Galvanized
O
1- 6"x6"-Post
DETAIL - ROOF FRAMING PLAN
SCALE: 3/8
SCALE: 1/4
SCALE: 3/8
JU VI KU, -UC 1 IICI I I U1 UV
1/2-in x 5-in
Hex Head Blue Concrete Anchor
COMMON RAFTER
i" x 11 k - Beam
sized
J" x 11 J" - Beam
JOIST HANGERS
HU series 2-1/2 X 2-9/16 X 5-318" 14 ga
Heavy Duty
�,\t114111itfJl Jtft f
SPATE OF rQP::
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY PIERRE M. VALLES
P.E. USING A DIGITAL SIGNATURE AND DATE
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
EL.ECTt;
^dIC COPIES.se
6-_y2�� " 444"•�--2'-5"�3'�'-8I 5'_i�<-• 10'-7" �'-31�
-2 - 6" x 6" - Post
ABA44 6X6 Adjustable
Post Base
Ground Level
Crete Footing
"" ABA44 6X6 Adjustable
' Post Base
ABA44 6X6 Adjustable
Post Base Strong -tie Titen Turbo
�_1/2-in x 5-in
1' 3'1
a •
1'-3" •
\\---Concrete
DETAIL - FOUNDATION PLAN
C` r"I A I C . i / '7
-2 - 6" x 6" -Post
Footing
Hex Head Blue Concrete Anchor
Velasquez Residence
6740 Dairy Rd
Zephyrhills, FL 33542
PROYECT:
CONSTRUCTION OF
CAR PORT and PORCH
DESCRIPTION:
oned by
I¢TIO N
01.24
5'00'
ENGINEER:
STATE OF FLORIDA
Pierre M Va I les
P.E.# 66356
5470 E Busch
Blvd Ste 202
Temple Terrace,
FL 33617
Tel: 813-506-1431
tJ
4
4 11 , r_% 11 i1 1...,0...,., .. r E) n 4+ n r
TCP5
- Beam
I STA 1-1/4 in_ x 36 in_
i is-vauye vaivanli-uu OU dp I iti
211 x - Beam
ng-Tie
0 50mm Truss Clip
Fascia Cover
1" x 6" - Common Raf
%J \J I V 1 1 1 r_% 1 V V L_ 1\ V
H U series 2-1/2 X 2-9/16 X 5-3/8" 14 ga
Heavy Duty
1/2 in - cdx plywood or
OSB plywood
impson Strong -Tie TCP50
VLbeam
With vinvl
JA/FSA - Galvanized
JA/FSA - Galvanized
DETAIL -
SCALE : 3/8
ROOF F
Project Name: Velasquez Residence
Project Site: 6740 Dairy Rd Zephyrhills, FL 33542
Engineer: Pierre M. Valles, P.E. 66356
5470 E Busch Blvd Ste 202 Temple Terrace, FL 33617
2x 11 8,, - Beam
-1 - 6" x 6" - Post
LVLbeam
�\\�\�ttttllttIII111/
VA
tiq`' .<\ G
i
No. 66356 '•,
STATE OF
r /('o R
11j1Fti[Eilttlt��
THIS ITEM HAS BEEN ELECTRONICALLY
SIGNED AND SEALED BY PIERRE M. VALLES
P.E. USING A DIGITAL SIGNATURE AND DATE
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES .
111 x 6" - COMMON RAFTER
2� x 11 8„ -Beam
)alvanized
211 x 11 8, -Beam
JOIST HANGERS
HU series 2-1/2 X 2-9/16 X 5-3/8" 14 ga
Heavy Duty
Digitally signed
08:54:22-05'00'