HomeMy WebLinkAbout23-5964Name: J AND G RESTAURANT
PROPERTIES LLC
Address: 5039 1 St St
Zephymills, FL 33542
Phone:
City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
Building Valuation: $18,500.00
Electrical Valuation: $1,000.00
Mechanical Valuation: $1 00
Plumbing Valuation: $1 00
Total Valuation: $19,502.00
Total Fees: $266.25
Amount Paid: $266.25
Date Paid: 5/8/2023 12:07:49PM
BAC-005964-2023
Issue Date: 05/08/2023
5039 1 St Street
Contractor: JEFF DIXON
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GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE
1TH EDITION
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD (TRUSS BOTTOM CHORE)) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - l P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-16, CHAPTERS 26 THRU 31, PER 2020 FLORIDA
BUILDING CODE, RESIDENTIAL -ITH EDITION SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING CODE
1TH EDITION SECTION 16013
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
OPEN BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0,18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602,5
SOIL BEARING 4 COMPACTION:
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
TONE
LOADS
LOADS
I
N/A
+32,3/-35,3
2
-65.1
+32.3/-56,2
3
-110,6
+32,3/-8S,0
4
N/A
+35,3/-38.2
5
N/A
+35.3/-41,2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
T.L. HANSON SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS '4 SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S,F, FOUNDATION LOADING,
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL,
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR "5 REBAR, 30" FOR 06 REBAR 4 35" FOR "1 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS,
r4ANDY.
WATSON
D E S I G N S INC
BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077
COVERED 6MO K.JNG AREA
5UILDING PLANS
GREAT CATCH
50313 IST STREET
ZEf=HYRH1LL&, FLORIDA
JOE3 LOCATION MAP
IBUIL.DING DATA:
OCCUPANCY USE CLASSIFICATION : UTILITY AND MISCELLANEOUS GROUP U
CONSTRUCTION TYPE: V5
FIRE PROTECTION: NON SPRINKLED
FL.UM5INCB N/A
REVIEW DATE:-aj
CITY OF ZEPHYRHILL
CUILDING OFFICIAL
ALL WORK SHALL COMPLY' ITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
INDEX:
SHEET 5 1; FLOOR 4 ELECTRICAL FLAN
BUILDING ELEVATIONS
FOUNDATION PLAN
RAFTER FRAMING FLAN
ORIDA APPROVAL. LEGEND
UIL_DING CUT SECTION DETAIL.
11
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T, L. HANSON
4 ASSOCIATES, INC.
CONSULTING ENGINEERS
ENGINEERING BUSINESS NO. ESS830
Post Office Box 1128
Dade City, Florida 33526
THOMAS L. HANSON, PE 38654
RAFTER
4X8 HARDI
BEAM
PLACE VERTICAL 2X4 02 PINE SPACED 24"
OC AT EACH END. NOTCH TOP AROUND FOR
RAFTER AND NAIL WITH (2) 12D NAILS AND TOE
NAIL BOTTOM TO TOP OF BEAM WITH (2) 12D
NAILS
51011 TOP OF BEAM
11 4"
TOP OF
O' O" n EXISTING ASPHALT
FRONT ELEVATION 1/411 _ 11 011
REAR ELEVATION 1/411 = 11 O11
2X6 02 PINE RAFTERS m 24" OC
2X4 02 PINE PURLING NAILED
TO TOP OF RAFTERS WI5:�:;
16D NAILS
4
2X12 02 PINE BEAM, SEE
FLOOR PLAN FOR DETAILS
(1) 05 REBAR 30" LONG EACH
WAY THROUGH POST AT THE
LOCATIONS SHOWN
29 GA MASTER RIB METAL
8' O" Q] TOP OF BEAM _ —
TOP OF
0'0" Ie__ EXISTING ASPHALT —
- 29 GA MASTER RIB RIDGE CAP
2X8 02 PINE RIDGE BEAM, TOE NAIL
RAFTERS TO BEAM WITH (2) 16D NAILS
AT EACH SIDE
2S GA MASTER RIB METAL
2Xfo 02 PINE COLLAR TIES 0'0"
LONG NAILED TO ONE SIDE OF
ALL RAFTERS WITH (8) 12D NAILS
AT EACH END
SET BEAMS ON TOP OF ALL POST AND STRAP t0
EXTERIOR FACE OF ALL POST WITH (2) SIMPSON
MSTA30 FLAT STRAP AND (1) AT SIDE AT ALL THE
CORNER POST TO BEAMS WITH it 1/4" OF STRAP IN
BEAM AND BALANCE ON FACE OF POST AND FILL
NAIL HOLES WITH 16D NAILS
ALL 6X6 PT POST EMBED IN
36°X36"X36" DEEP CONCRETE
RIGHT ELEVATION 1/41I = 11 pl1
LEFT ELEVATION 1/411 _ 11 o11
ALL WORK SHALL COMPLY WITH PREVAILIN
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
f
REVIEW DATE:�
SECURE EACH RAFTER TO BEAM CITY OF ZEPHYRHILI S�
WITH SIMPSON PICA CLIP AND BUILDING OFFICIAL 1/
FILL NAIL HOLES WITH IODXI 1/2
NAILS
0 O O
3' 011 3' 0"
CUT BUILDING 5ECTION DETAIL
NOT TO SCALE
25' 0"
25' 0"
91 ��/41I 1' to'
`I' 11 34 II
I
----------- === ==== i E
III - - ----- --- - -- ----=
- -------- -_-----------___ __ _---- _ III - - - - - - - - - - - - - - -
,11 III
u CUT ASPHALT AND EMBED 6X6 PT POST (3) 2XI2 02 PINE BEAM, BOLT BEAMTOGETHER WITH 1/2" BOLTS STAGGERED
;n IN 24"X24"X24" DEEP CONCRETE PAD, 24" or -
SEE BUILDING CUT SECTION DETAIL n,
I'I SET BEAMS ON TOP OF ALL POST AND STRAP TO III
EXTERIOR FACE OF ALL POST WITH (2) SIMPSON II
II MSTA30 FLAT STRAP AND (U AT SIDE AT ALL THE 111
CORNER POST TO BEAMS WITH II 1/4" OF STRAP IN „I
,II BEAM AND BALANCE ON FACE OF POST AND FILL 111
1'I (2) 2XI2 02 PINE BEAM. BOLT BEAM NAIL HOLES WITH I6D NAILS 'Il
TOGETHER WITH 1/2" BOLTS STAGGERED
II' � 24 OC II,
II1 II,
II III
I'I 'II
1'I III
III "I
I1, III
EXISTING ASPHALT AREA
III III
I, II
--- --- - - - - --
- -- -�-
II
I
I,I III
� I III
I;I III
II' III
I I III
I;1 ,II
(2) 2XI2 02 PINE BEAM, BOLT BEAM
TOGETHER WITH 1/2" BOLTS STAGGERED n
24" OC III
n
III „I
III I,I
'll (3) 2XI2 02 PINE BEAM. BOLT BEAM III
;1 TOGETHER WITH 1/2" BOLTS STAGGERED
III � 24" OC
III III
A,
I_ 121 611 12' I_
FLOOR 4 ELECTRICAL PLAN 1/411 = 11 o11
ol 25' 0"
91 35/ 11 1 1 4!11 S' 33/ It
I I I I I I I I
I I I 1
I I I I I I I 1
I I I I I I I I I I
CUT ASPHALT AND EMBED 6X6 PT POST
I IN 36"X36"X36" DEEP CONCRETE PAD, I
SEE BUILDING CUT SECTION DETAIL
O
I I
�
I I
I I
I I
I I
I I
- - -I- - - - - , EXISTING, ASPHALT AREA
OI
O
1 I I
- - - - - - - - - - -I®-
I I I I
I I I I
O
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I I
I I
I I
p
I I
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I I I I
1 ®- - -- - - - - - - - - - - - - - I- - - -{ - - - - - - - - - - - - -
I I I I - I- I
I 1
I I 1 I I I
---_----' 12' 6"----1_--- 12' to ---- ---'
2X6 02 FINE
II RAFTERS 24" OC
2X6 02 MINE COLLAR TIES 8'0" L II G NAILED
TO ONE SIDE OF ALL RAFTERS WITH (8) 12D
NAILS AT EACH END
I
I
I
I
I
I
I
I
ADD
AT THE
EACH
AT
2X4 "2 PINE GABLE BRACE BLOCKING
TWO BAYS OF ROOF RAFTETRS AT
END AND TOE NAIL WITH (2) 16D NAILS
EACH END
2X6 02 PINE RAFTERS 24" OC
1
I
,
,
I
,
I
,
I
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I
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,
,
25' 0"
RAFTER FRAMING FLAN 1/411 _ 11 o11
FOUNDATION PLAN 1/411 = 11 Oil
PRODUCT CATEGORY
APPROVED PRODUCT LIST
SUB CATEGORY MANUFACTURER
STATE OF FL.
APPROVAL"
STRUCTURAL COMPONET
MSTA30
SIMPSON
FL 13812.9
STRUCTURAL COMPONET
HIOA
SIMPSON
FL 10456.1
ROOFING
23 GA MASTER RIB
UNION CORRIGATED IND
FL 9555.5
WOOD PURLINGS
WALL SIDING
EXTERIOR
HARD SBOARD
FL 13223.5
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I HERBY C f ®4ar-,Tbe8t• SAND SPECIFICATIONS % 1
WERE PREP A e;k�?��CI MY DIRECT SUPERVISION
16, SECTION 1609 OF THE
IO
LORIDA BUILI9ING C�9DD 2020 '1TH EDITION AND ASCE 1-16R 13S MPH WIND ZONE R15K CATEGORY 11