HomeMy WebLinkAbout23-5647L
ty of Zephyrhill
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
BAR-005647-2023
Issue Date: 02/20/2023
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 reinspection, 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,
I I
1111MVIM IRI MVV� 1111111111 1 11 11
4T;j a #TM k rj!11 E I
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PTOTECT CARD FROM WEATHER
i
DESIGN CRI TERI A : _
Applicable Codes. Regulation and Standards
1. The Florida Building Code 7th Edition 2020. .
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 an Specifications for Aluminum Structures,
Part 1—A and 1—B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D. C., 2020 Edition
J. ASCE 7-16.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Category 1 ._
2. Basic WInd Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609.3.I Equivalent Basic Wind Speed: 140MPH
V—ultimate Exposure Category, Paragraph 1609.4. 3: C
J. Building Category for Aluminum Structures, FBC 7th
Edition Rt-301.2.1.1.1 Sunroom Category 1.
Following
Loads were used to
Desian This Pool Cade:_
1.
Dead
Load of 5 PSF (Which is on Higher Side)
2.
Live
Load of 5 PSF (Which
is on Higher Side)
J.
Wind
Load of 140 MPH as
per ASCE 7•--16
4.
Load
Combinations as per
FBC 2020 7TH EDITION
5.
Live
loads for primary structual
members 300 lb. —
R2002.4 Building
6.
Live
loads for roof purlins
200 lb —R2002.4 Building
Specifications
The following specifications are applicable to this project:
1. Aluminum extrusions shall be 6005 T5 Alloy
2. Fasteners are required to be SAE Grade 2 or better
zinc plated.
J. #10 screws 6" from ends and 24 " center to center.
4. Door location shall be determined by contractor in the
field.
5. All Screen — Type 18x14 (TYP.)
WIND ZONE FOR MANSARD BEAMS @ 140�h VUL T
VUL T r- (Ul tirn ate Design Win d S eed
tin-g Beams
Gauge
Span
SupportSpacing
X4(s+Ns)
r22MIMP)
0.044
Up
to
14'-8"
Up
to
8'
X5(s+NB)
0.050
Up
t o
18-- 2
Up
to
8'
0.060
UP
to
25'— 4 "
U
to
8'
2X7(sMe)
0.060
Up
to
28'— 4"
U
to
8'
2X8(sMB)
0.080
(J
to
35'-6"
Up
to
8'
2X9(W,6) 10.080
up
to
39'— 4"
U
to
8'
WIND ZONE
FOR METAL
COLUMNS 0
140mph VUL T
VULT
N (Ultimate
Design Wind
Speed,)
tin Noll o w
Gauge
Column
Height Ran e
X4
r2X6(SM8)
0.050
U
to
10'--4"
X5
0.050
U _
to
12'— 8 "
0.055
UP
to
16'— 5 "
2X7(sMB)
0.062
U
to
19'-8"
- . sMe
- 7
-
to
' "
.WIND ZONE FOR
FURLINS
AND RAILS @
140mph VUL T
_VUL T N
Ultimate
Design Wind
Speed)-
Hollo w Sections
Gau e
San
2X2
0.044
U to 7'-10 "
2X3
0.045
Up to 9'---1 "
X4
0. 050to
1 '— 4 "
10'-5"
1 X2
h•�
2X4
IV N
N N N
2X3
3' --J
1 01- 1 it 1
ALL WORK ��E r�.C, WITH pi/A1�.11
FLORIDA BUILDING COo
NATIONAL. ELECTRIC C
AND THE CITY 0
ORDINANCES)
CON TRA C TOR
POMBO'S CON TRA C TING SERVICES INC.
5704 W SLiGH AVE,
TAMPA, FL 33634
Office.i C813)= 323— 7433
VV DATE- FE B., 15 2 0 0 31
. f 7
_
ti
11- Al
RAM GOEL, P.E. (#4 7431)
SONE Y FM L L C, CA#9 746
COR Y LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S TE P
TAMPA, FL 3364 7
Ph.# 727--420-4796
A_1----- S
GUTTER
2 3
N
N
X X
N
=
c
2X2
1 X2
C'n
LAYOUT
PRO. EC T A.DDRESS
r
x Aux A� FQNQCCL !-t.A.FCQ
�oxFtc 36120 CARRLAGE PINE C-r
crrocot;i,-r,- ZEPHYRIJILtS
STATE- FL ZIP coT--L 3 3 5,4 I
6'-6"
26'
10'-5"
10'-1"
I HEREB Y CER TIFY THA T I HA VE REVIEWED
AND SUPER VISED _ THE A TTA CHED DESIGN
AND FOUND l - TO BE iN COMPLIANCE WI TH
THE F.B. C. 2020 RESIDENTIAL 7th EDI TION
This item has been electronically signed and
sealed by Rom Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
r
RAM A. GOEL, P. E. (#47431)
SONEY FM LL'C_; C8#9746
COR Y LAKE _PROFESSIONAL CEN TER
10329 CROSS CREEK BLVD. S TE P
T AMPA, FL 3364 7
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FOOTER OPTIONS FOR RETAINING WALL
SCREEN ENCLOSURE
NOTE: DETAIL FOR STANDARD RAILINGIFENCE PER FBC
MANSARD/SQUARE SCREEN ENCLOSURE (DESIGN BY OTHER -
CAGE WITH MAXIMIUM 12" HIGH WALLS. SEE NOTE )
OTHER SCREENCAGE CONFIGURATIONS
(INCLUDING HIGHER WALL, TWO STORY.
ETC. MAY REQUIRE ADDITIONAL POOL MUD SET
STRUCTURAL ENGINEERING. PAVER
(1) 94 HORZ. CONT.
ALL CELLS TO BE FILLED
WI 3000 PSI @ 28 DAY
STUCCO AND PAINT BY
GENERAL CONTRACTOR (TYF�)\
8" CMU WALL (TYP)
OPTIONAL SCHOT-CRET
DISTANCE NOT TO OR GUNITE
ENROACH
GOVERNING LAND
DEVELOPMEN r SCH`40 PVC @ 10' O.0
CODE SETBACK OR
EASEMENT
4H : 1 V MAX
SLOPE
RACE' Z
WATER ELEV.
n aYS°
CONCRETE DECK W/ 6 X 6 -10/10 WWF OR
FIBERMESH W/1' DEEP EXPANSION JOINT
CUT 8" FRONI OUTSIDE OF RETAINING WALL
PARALLEL WITHIN 24 HRS OF PLACEMENT
\ i-REBAR HOOK (TYP)
I I -COMPACTED FILL
TYPICAL DECK DETAIL FOR
RETAINING WALL "A" & "B"
OPTION 12"W X 121 X8"0 FOOTING WI (2) 94
BARS DRILED & EPDXY PINNED WITH 7" MIN.
PENETRATION -TIE TO A REBAR HOOP TO
LOCATION TO BE CENTERED @ EACH COLUMN
(SCREEN ENCLOSURE DESIGN - BY OTHERS)
MUD SE
-BRICK PAVER PAVER^
1-V2" SAND 3'PREFO((7E1)) D HORZ. CONT.
RA
CORRUGATED POLY -PIPE
W/ SOCK & FOOT #57
GRAVEL WRAPPED IN F.F
(See Note 15) \
COMPACTED
FILL i
r„
'NOTE: Footing Toe may he
4t
Consturcted without heel a
r
Max. of 24" Wide with a wall
m
G7 .
Height no higher than 3'-2"
� 1
4 LONG. RENIF
VTOEI,
EQUAL SPACING
TRANS. (S ACING p
PER TABLE) EXTEND O
.
TO WITHIN 3" OF
g_-_ — -_
z
xW END (TYP.) O
3" 6
FOOTING WIDTH
NOTE: PROVIDE BONDING FROMPOOL TO
RETAINING WALL STEEL PER NEC 2011 - 680.26
(SEE DETAILS - SHEET 3)
RETAINING WALL "A"
FOOTER OPTIONS FOR SLOPED GROUND
OPTION #1
FOOTER W/ SCAB
1- es BAR
°m
CONTINUOUS
A
_T
20W PSF
COMPACTED FILL -
°
FIN. GRADE\
Note
Above
SCREEN ENCLOSURE
RAILINGIFENCE PER FBC
(DESIGN BY OTHERS -
SEE NOTE 16)
8",f
PAVER
'SAND
2'
ILMPACTED
D"
rp
r
�\
m
TOPTRANS
ro
RENIF.
LONG. RENIF
EQUAL SPACING
w
O
(SPACING
PER
TABLE)EXTEND
TO WITHIN
° END (TYP.)
3' OF
3-
Bur.
X.
,L— FOOTING WIDT
RETAINING WALL "B"
RETAINING WALL "A" DIMENSIONAL & REINFORCING SCHEDULE
8" THICK MASONARY BLOCK WALL
Wp L
HEIGHT
FOOTER
WIDTH
OTER
�OPTH
OTTER
LONG.
TRANS.
VERT. WALL
REINFORCING
2'4'
E0
8"
(2)#5
1) #4 TOP
2'-0"
(2) #
10'
1
0"
(3) #5
4"
T-6"
10,
4 45
RETAINING WALL "B" DIMENSIONAL & REINFORCING SCHEDULE
(POURED CONCRETE)
WALL
HEIGH
FOOTER
WIDTH
FOOTINGFOOT
DEPTH
ER
LONG.
TRANS.
VERT. WALL
REINFORCING
hIORZ. WALL
REINFORCING
2'4"
1'-4"
6"
2 #5
3'-2
T-
2'-8"
4'- '
T-4"
64"
3'-8"
NOTES: (1) 93 BARS @ 6" O.0 MAY BE SUBSTITUTED FOR #4 BARS @ 12" O.C; REFER TO FBC TABLE R4041.2(9)
FOR OTHER ALTERNATE BAR SIZES AND SPACING REQUIREMENTS.
(2) T&B = TOP BOTTOM OF FOOTING
FOOTER OPTION FOR NON SLOPED GROUND
OPTION #1
FOOTER W/ PAVER
SOS SODDED GRADE
MIN.
OPTIONAL BRICK
PAVER DECK
�(2)#5BAR
12" CONTINUOUS
(25" MIN. LAP)
12"x12" RIBBON FOOTING
SCALE: NTS
2 - 45 BAR
CONTINUOUS . — 12. -'
OPTION #2
FOOTER W/ PAVER OPTION #2
BRICK PAVER DECK FOOTER W/ SLAB
2.05 BAR
CONTINUOUS PERIMETER FOOTING
cONTINUOUS
74
(3000 PSI, MIN.)12" WIDE
(2)-#5 REBAT2, CONTINUOUS
O
NEW 4" SLAB 3000
W! FIBERMESH
3" MIN. CONC. COVER, 24" MIN.
SODDED GRADE
°
LAP SPLICE f TURN DOWN WHERE
o
NEEDED FOR GRADE81
45
4 MIN,v; •V �.V Ai
_� \ jC\A " ' ' %/ (1) #5 BAR
1 8" CONTINUOUS
m (25" MIN. LAP)
2-45eAIR 8"x8" MONOLITHIC FOOTING
CONr�NUOUS .�-12" -4 SCALE: NTS
P;
CONCRETE LEGEND
HATCH
INDICATES
HOST/ EXIST.
NEW FOOTING
NEW SLAB AREA
NOTE: ALL MAY NOT APPLY
CONTRACTOR
POMBO'S CON-TRACTING SERVICES INC.
5704 W SLI GH AVE,
TAMPA, FL 33634
Office: (813)=323-7433
261 -- I
RAM GOEL, P.E. (#4 743 1)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S TE P
TAMPA, FL 33647
Ph.# 727-420-4796
PROJECT ADDRESS
JOB Nr1A1E: ANTONUCCI, N ARCO
ADDttEss: 36120 CARRIAGE PLNE CT
CrrY;000NrrY: ZEPHYRHILLS
srATL: FL ZIPCODE: 33541
11
This item has been electronically signed and
sealed by Ram Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
I HEREB Y CERTIFY THA T I HA VE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B.C. RESIDENTIAL 7TH EDITION
RAM GOEL, P.E.(,-1147431) T ��
SONEY FM LLC, CA119746
CORY LAKE PROFESSIONAL CENTER
I0329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647
Ph.# 727-420-4796
2
A-2
DETAIL.`
" t
I
i.
1
11
o .
.024 FLASHING SEALED TO
WALL (TYP.)
°
d
414x1/2" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM. EXISTING RAFTER
IF CLEARANCE PROHIBITS INSTALLATION OF TOP OR TRUSS #14x1/2" S.M.S. W/ INTEGRAL 3/4"0
WASP NRANDS EOPRENE GASKE1-1/4"
1/ 1'2' O C DER /� 3\ WASHER 1"OAND OP & BOTTOM GASKET
E @ @
s (3) PER PAN FOR PANS (3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVINGCHANNEL (0.044" MIN. THICKNESS) EXTRUDED OR BRAKE -FORMED ROOF HEADER
WITH MIN. BEARING LEG. OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH WITH MIN. 1-1/2" BEARING LEG.
RAFTER TAIL W/ (1) 1/4" 0 x 4"
HOST STRUCTURE 1/4" 0 x 2-1/2" LONG WOOD LAG SCREW OR LONG PAN HEAD LAG SCREWS (1) 1/4" 0 x 2" LAG SCREW @ 24" O.C.
MASONRY OR WOOD BEFORE ATTACHING REC. CHANNEL
1/4' 0 x 2-1/4" LONG MASONRY ANCHORS ENTIRE LENGTH OF RECEIVING CHANNEL
i
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT -WOOD FRAME
ROOF PANEL ATTACHMENT -MASONRY SCALE: N.T.S.
SCALE: N.T.S.
f
'
4
. I
#
I
ti
t
• I
I
ti
(4) #10x1-1/2" SMS INTO—,
SCREW BOSSES
PURLIN
MEMBER
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
SELF -MATING OR
1/8"x2"x2"x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN \ 1"x2" O.B. BASE PLATE-TYP.
'1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL. 0 0 1-1/4" MIN. CONC.
0 o ANCHOR EMBEDMENT
p d
2-1/4" MIN. CONC. , ` 2" MIN. INCREASE DISTANCE
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4
SECONDARY ANGLE ° p ' ° ' , UPRIGHT IS USED
3000 PSI CONC.
SLAB! FTG.
6x6-1Ox10 WWM SIDE VIEW
OR FIBERMESH
'1/4" MASONRY ANCHOR
u,x..x" S.M.S. w/ 1-1/4" 0 FENDER WASHER
EO-PRENE GASKET @ 12" O.C.
a/16" W/ 5/8" NEO-WASHER
Z PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
1/4" DIA. MACHINE
LTS THRU CARRIER
AM & POST
TERNATELY (4) 910 INTO SCREW
SS OF UPRIGHT 2" MIN.
PTIONALEXTRUDED GUTTER IS
(ACHED TO 3" INSULATED ROOF
412xl" 6" FROM ENDS 24" O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
FASTEN TOP OF HEADER TO INTERSEC
2'x2- MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
2'x2" MEMBER - TYP. BOTH SIDES
2"x2" DOOR JAMB
S.M.S. w/ 1-1/4" O FENDER WASHER
IEO-PRENEGASKET a 12" O.C.
9/16 N/ 5/8'NEO WASHER
R PAN FOR PANS
COVER END OF PANEL
' X 2" X .050" MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
OPTION 41
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS (INTERNAL) 2" MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PLAN
COL. PER
COL. PER
PLAN _
PLAN
OPTION #2
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL v//(4) 4110x.75"
INTO COLUMN & (2) 414x.75"
INTO EDGE BEAM ('0.062 ANGLE
CLIPS MAYBE USED)
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
2"X2'X1/8" ANGLE CUT TO FIT
W/ (3) 912x.75" EACH LE
EACH SIDE OF UPRIGHT TYP.
AT EACH ANGLE (2) - #12 SMS FASTEN HEADER w/(2) #10x3'!/
INTO SCREW BOSS OF HEADER
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
1x2 BASE ALTERNATE HEADER CONNECTION
2
2-1/4" MIN. CONC, @ WHEN Z-BAR IS USED - FASTEN
ANCHOR EMBEDMENT 2 @ SLAB (BEYOND) Z-BAR TO COL/HEADER AT EACH
SECONDARY ANGLE CORNER AND 18' O/C
d _ ALTERNATE BASE PLATE C01' NECTIO
d '. '. p n 1"x2" BASE PLATE ANCHORED ATTACH 2"x2" TO BASE PLATE
s ° TO CONC w/ 1/4" MASONRY (INTERNAL)w/(2) #10x2" SMS
ANCHOR 6" MAX EACH SIDE
` 'ATTACH ASE p OF POST AND 24" O.C. MAX w/ 2 ,110x3*SMS INTO SCREWTETo "
° , ' 1-1/4" CONC. EMBEDMENT TYP. BOSS OF BASE PLArE
" ° p • , • , ` , v ° ° ° � 7 ' NOTE
3000 PSI CONC. 6" WHERE PAVERS ARE PRESENT USE 5/16"
SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY
6x6-10x10 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH - .. • °•
CONCRETE FOOTING 2-1/4" (MIN.) ' '' • • • > • '
DETAIL "B" - 2"x4" OR LARGER SELF MATING •• • " SEE UPRIGHT TO DECK
UPRIGHT TO DECK D E-ISM E: N TS 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF CONNECTION DETAIL`
COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
ANCHORING UPRIGHT TO FOUNDATION NOTES: DETAIL „F„ - DOOR JAMB & HEADER
1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.) CONNECTION SCALE: NTS
2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
CON TRACTOR
POMBOIS CON TRAC TING SERVICES INC.
LICENSE># CRC1328960
5 70 4 W SLIGH AVE,
TAMPA, FL J3634
Office: (813)--323-7433
#14x4' S.)d.S. vd 1 1/4' 0 FENDER `HASHER
AND NEO PRENE GASKET @ 12" O.C.
2'X2'XV8' ANGLE CUT TO FIT
w.'a12AJ5' @ 1' SPACING MAX.
(4) PER LEG (MIN.) EACH SIDE TYP.
ALTERNATELY CUPS MAYBE USED
PRIMARY UPRIGHT PER PLAN
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) 00x.75"
INTO GIRT OR PURLIN & (2) #14x.
INTO BEA1,1 OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
'ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS
1/4' DIA TAPCON 6" FROM ENDS
24' O.C. ►,1AX 1 1/4" EMBEDMENT
//_IPRO UNDERLYING CONC.
#14x4' S.M.S. w/ 1 1/4' O FENDER WA;
AND NEO PRENE GASKET a 24- O.C.
FOR NON LOAD BEARING WALLS
SIDE WALL UPRIGHT 1/4" DIA. TAPCON 6" FROM ENDS
PER ?LAN 24" O.C. MAX 1 1/4" EMBED Nl
INTO UNDERLYING CON
(4) 910x2" SMS INTO
SCREW BOSSES
CHAIR RAIL PER PLAN
WHERE TUCK PLATE IS INDICATED
FASTEN W/ 910 X 9/16" SMS
6" FROM CORNERS 18" IN FIELD (2) #10x2- SMS INTO
OR FASTEN W/ #8 X 9/16" SMS SCREW BOSSES
2" FROM CORNERS 8" IN FIELD CLIPS MAY BE USED
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.
RAM GOEL, P, E. (,947431)
SONEY FM LLC, CA119746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. S TE P
TAMPA, FL 33647
Ph.# 727-420-4796
PROJECT ADDRESS
JOUNAME: ANTONUCC'I. MARCO
ADDRESS: )6120 CAKKiAGE PINE CT
cfrYlcoutfrY: ZEPH Y RHILLS
wATE: FL ZIP CODE: 33541
This item has been electronically signed and
sealed by Ram Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B. C. RESIDENTIAL 7TH EDITION
----RAM COEL, P. E. (#47431) '
SONEY FM LLC, CA119746
COR Y LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VDD, S TE P
TAMPA, FL 33647 A � ti
Ph.j 727-420-4796 nt:-TA l�
1
9
t
I
1 00j
114- - ---1= _LL L _ II - - - '1---- --- - -- - ' 1— - -- 1
1 "x5"x3" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
�-� @ 24" Q.C. w/(2) #12x3/4" SMS @ 1" SPACING
INTO GUTTER LIP
EXISTING HOST STRUCTURE / _w
(DESIGNED BY OTHERS)
(2) # 14 WOOD SCREWS @ 1" Q # 12x1 /2" S.M.S. W/ INTEGRAL 3/4110
SPACING @ EACH GUTTER BRACKET (2) # 12 SMS Q WASHER AND NEOPRENE GASKET
& (1) @ 18 O.C. MAX. @ 12 O.C., TOP & BOTTOM
MIN. EMBEDMENT SHALL BE 2"
211
x6" NOMINAL EXTRUDED OR BRAKE -FORMED ROOF HEADER
STRUCTURAL OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
FASCIA MIN, WITH MIN. 1-1/2" BEARING LEG.
FOR COMPOSITE PANELS:
\_(2) # 12 X 9/ 16"SMS
THROUGH RECEIVING
CHANNEL @ 12" O.C.
ROOF PANEL ATTACHMENT — STRUC. GUTTER
DETAIL SCALE: N.T.S.
1 11x5"x3" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0,125" MIN., LONG LEG SHALL BE 0.072" MIN.)
@ 24" O.C. w/(2) # 12x3/4" SMS @ I" SPACING
INTO GUTTER LIP
(2) # 14 WOOD SCREWS @ 1"
SPACING @ EACH GUTTER BRACKET
& (1) @ 18" O.C. MAX.
MIN. EMBEDMENT SHALL BE 2"
2"x6" NOMINAL
STRUCTURAL
FASCIA MIN.
(2) # 12 suns
SIDE VIEW
ROOF PANEL ATTACHMENT DETAIL SCALE: N.T.S.
CON TRA C TOR
POMBO'S CON TRA C TING SERVICES INC.
L'I C�FNSE # CRC 1328960
5704 W SLI GH AVE,
TAMPA, FL - 33634
Office: (81 )— 323— 7433
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
(2) #14 WOOD SCREWS @ 1"
SPACING @ EACH GUTTER BRACKET
& (1) @ 18" O.C. MAX.
MIN. EMBEDMENT SHALL BE 2"
211x6" NOMINAL
STRUCTURAL---"'
FASCIA MIN.
1 "x5"x3" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
@ 24" Q.C. w/(2) # 12x3/4" SMS @ 1" SPACING
INTO GUTTER LIP
ROOF PER PLAN
(2) # 12 SMS --J-# ] 4x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12 11O.C.
ROOF PANEL ATTACHMENT — STRUC. GUTTER #2
DETAIL SCALE: N.T.S.
if 14x4" S.M.S. w/ 1-1 /4" O FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
ROOF PER PLAN
BEAM PER PAGE 2
BEAM PER PLAN FOR
ADDED ROOF SLOPE
(2) # 12 X 9/ 16" SMS
18" O/C (INTERNAL)
RISER
BEAM @ GUTTER
RAM GOEL, P. E. (#4 7431)
SONEY FM LLC, CA#9746
COR Y LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. S TE P
TAMPA, FL 33647
Ph. # 727— 420— 4796
PROJECT ADDRESS
JOB NAIME: ANTONUCCI, MARCO
ADDRESS: 36120 CARRIAGE PINE CT
CITY1COUNTY: ZEPHYRHILLS
s ATE: FL zipcm)L: 33541
This item has been electronically signed and
sealed by Ram Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
I HEREBY CER TIFY THA T I HA VE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B. C. RESI DEN TI A L 7 TH EDITION
l
RA M GOEL, P. E. (#4 74.31)
SONEY FM LLC, CA119746
COR Y LAKE PROFESSIONAL CEN TER
70329 CROSS CREEK BL VD. S TE P
TAMPA, FL 33647 4
Ph4 727-420-4796 nC-TAi/
4
I L_I I L 1—L IL f 1 _
V
r
.
Y
F
.-
ANGLED/BEVELED CONNECTIONS DETAILS
USE #12X2"-3" SMS OR TEK THRU.
BEAM INTO FACE OF CARRY BEAM
(QTY=BEAM DEPTH PER PLAW
EXAMPLE: FOR 2X8 BEAM
USE (8)#12X2"-3" SCREWS
0
0
m
C\�EqM
pFR p�qN
TOP VIEW
i
EN:x11, 0 SE ROOT `
l r W6QD.`iCRPW
11' SPACINGi
F,�ST�N G(1TTFR TO
i'A$Q(A-(, /ff102'
rcSCRc'l1i<t8" O.C.
USE #12X2"-3" SMS OR TEK THRU:
BEAM INTO FACE OF SUPER GUTTE
(QTY=BEAM DEPTH PER PLAN)
EXAMPLE: FOR 2X8 BEAM —
USE (8)#12X2"-3" SCREWS
USE #12X2"-3" SMS OR TEK THRU. USE #12X2"-3" SMS OR TEK
BEAM INTO FACE OF CARRY BEAM ROOF BEAM INTO FACE OF SUPER
r- (QTY=BEAM SIZE PER PLAN) BEAM PER PLAN (QTY=BEAM SIZE PER
�O
0
00
00
00
00 CARRIER
°p BEAM PER PLAN
00
SIDE VIEW
BEAM TO CARRY BEAM ANGLED CONNECTION (N,T.S)
CON TRA C TOR
POMB 0 "S CON TRAC TING SERVICES INC.
L'IC�NSE # CRC1328960
5 704 W SLIGH AVE,
TAMPA, FL 33634
Office: (61,3)—,32,3— 7433
0
O
m
D
TOP VIEW
svAFR
c
�T rFR
SIDE VIEW
BEAM TO GUTTER ANGLED CONNECTION (N.T.S)
RAM GOEL, P.E. (#4 7431)
SONS Y FM L L C, CA#9 746
COR Y LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S TE P
TAMPA, FL 3364 7
Ph.# 727— 420— 4796
PROJECT ADDRESS
JOB NAME: ANTONUCCI, MA.RCO
ADDRESS: 36120 CARRIAGE .PINE CT
CITY/COUNTY: ZEPHYRHILLS
SIAM-: FI, zwcoO>::: 33541
This item has been electronically signed and
sealed by Ram Goel using a Digital
Signature and date. Printed copies of this
document are not considered signed and
sealed and signature must be verified on any
electronic copies
l HEREBY CERTIFY THAT I HAVE RE VI E WED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 F.B. C. RESIDENTIAL 7TH EDITION
/J
i
RAM GOEL,—P. E.(#47431—
)
SONEY FM LLC, CA#9746
CDR Y LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD. STE P
TAMPA, FL 3,3647
Ph.# 727— 420-4796
/`1
n �C- TA
ptt
I
I
BOUNDARY & AS -BUILT SURVEY
DESCRIPTION:(AS FURNISHED)
LOT 14, BLOCK 1, SILVERADO RANCH SUBDIVISION PHASE 2, 3 & 4
AS RECORDED IN PLAT BOOK 73, PAGE(S) 59-65, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
pL' C
-.,�-� a �8,3 e�RiNc} r o° � � COC/
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� GRAPHIC SCAL£
0 15 30
Curve Table
Curve #
Length
Radius
Delta
Chord Beaming
Chord
Cl
57.02'
320.00'
1012*31"
N42'25'55"W
56.94'
••" .1 , "�'� Lam•. ✓ !.' •: t. �.
• • ° S • •. t i • �• S
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> - �v* I . "p
• /•l i a� rI ,• i•�• i ` r
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ADDRESS: ,�.. . • ••.• ;;4..: �,f. ��, ;., ;
36120 CARRIAGE PINE COURT
• • ` IF • ` +�
ZEPHYRHILLS, FLORIDA 33541 �`�••i�i'�
FOR THE BENEFIT AND Q �' 111
EX( LUSIVE USE OF: - ! .:.... ,� ,� �♦
M AR CO AN TON U COI
DHI TITLE OF FLORIDA, INC.
DHI MORTGAGE COMPANY, LTD.
ALLIANT NATIONAL TITLE INSURANCE CO.
1
05.7
N OTES. 'ss�
1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD
VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY. 'r
2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND �
ON 05-02-17, UNLESS OTHERWISE SHOWN.
3. THE -SURVEYOR HAS NOT ABSTRACTED -THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRIC11ONS OF RECORD WHICH MAY AFFECT THE TITLE
OR USE OF THE LAND.
4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED,
5.
BUILDING TIES
SHOWN HEREON
ARE NOT TO BE USED
TO
RECONSTRUCT
THE BOUNDARY
LINES,
6. ELEVATIONS ARE BASED ON PASCO COUNTY
BENCHMARK # P 678 ELEVATION 99.82' NAVD 1988
DATUM.
FLOOD NOTE:
I HAVE EXAMINED THE F.I.R.M. COMMUNITY MAP NO. 121(31 0228F,
DATED 09--25-14, AND FOUND THE SUBJECT PROPERTY APPEARS TO
LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.
PLEASE CONTACT THE LOCAL F.E,M.A. AGENT FOR VERIFICATION.
BEARING BASIS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
CARRIAGE PINE COURT BEING S64`28113"E, PER PLAT.
(FIELD DATE:) 01-20--17 REVISED:
SCALE. 1 ora 30 FEET
APPROVED BY: je
JOB NO.
DRAWN BY;
CERTIFICATION 05-•05-17 AJR
160912 912 LOT 14, BLOCK 1 FINAL 05--02---17 AAW
DSB FORMBOARD 01-30-17 CC
PLOT PLAN 11 /12/16 CF
105.
CO; �. •.
F04
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r�j r-
F
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SNIP /
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102.9
e, av
a•� `S Wit
Uw,e
reviewed thfsSurVey and aPProvecall
matters set forth on this surv_key'..
slWe hereby
e, DHI Titip, firOm an
and aff _ iFF. C^rL{, k `Spur reflected
1.
DR. this sury „
,{•!.�On
Ile
JOY
LEGEND: SET 1 2" ON ROD AND CAP
-- CENTERLINE LB #6393
-----�-- -- --- RIGHT OF WAY UNE FOUND NAIL AND DISC
DRAIN AGE FLOW LB #7013
' . EXISTING ELEVATION 0 FOUND 1 2" fRON ROB} AND CAP
A/C AIR CONDITIONER
LB #701
(P) PER FLAT
`;�,�ir.•f CONCRETE PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT
CNA CORNER NOT ACCESSIBLE PI POINT OF INTERSEC110N
CP CONCRETE PAD PK PARKER KALON
Cs CONCRETE SLAB POC POINT ON CURVE
CV CONCRETE WALK POL POINT ON LINE
F.E.KA. FEDERAL EMERGENCY MANAGEMENT AGENCY PRC POINT OF REVERSE CURVATURE
F.I.R.M. FLOOD INSURANCE RATE MAP PRM PERMANENT REFERENCE MONUMENT
ID IDENTIFICA710N PSM PROFESSIONAL SURVEYOR AND MAPPER
LB LICENSED BUSINESS PT POINT OF TANGENCY
LS LICENSED SURVEYOR SO, FT. SQUARE FEET
D&UE DRAINAGE do UTIUW EASEMENT S f W SIDEWALK
POE PRIVATE DRAINAGE EASEMENT TYP TYPICAL
PUE PUBLIC UTILITY EASEMENT UP UTILITY PAD
NAVD NORTH AMERICAN VERTICAL DATUM EB ELECTRIC BOX
N GVD NATIONAL GEODETIC VERTICAL {DATUM
I" UZZ 1 G
AN
U FzN/ ING
Sc MAPPING INC.
CER71FlCAilON OF AUTHORIZATION NUMBER LB#8393
3191 MAGU4RE BOULEVARD, SURE 200
ORLANDO, FLORIDA 32803
(407) 426-7979
VY4VW.AMERiCANSURVEYINGANDMAPPING.COM
I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE
SURVEYOR'S NOTES CONTAINED HEREON MEETS THE
APPLICABLE "MINIMUM TFECHNICAL STANDARDS" SET
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027,
FLORIDA STATUTES.
�`��,�ttl�n1n�trrrrr�i��, James Sol eta an
tt�
�gc N cnJames Balenan,
a=Ameri�can Surveying &
1.S64RS Mapping, ou,
s�LPt1: " : 4 email.Fjboleman@asmcorpora
rn, FOR
9MI�f'i�/f�lJ��:�ii1111i�`1���`
2017.05.05 14:4 7:05-04`00' THE
FIRM
JAMES. W. BOLEMAN PSM# 6485 GATE
THIS BOUNDARY & AS --BUILT SURVEY IS NOT VALID
WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND
THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
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