HomeMy WebLinkAbout21-2740City of Zephyrhill s
5335 Eighth Street
Zephyrhills, FL 33542 BAR-002740-2021
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/09/2021
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 I I I i � I ' •ii I I•I ♦ ! 111 111111 11 1 . It , 111 4
23131���
Complete Plans, Speccations add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
WO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
I
W"'11.0101 1 5 i M--wN.
PEfIT OFFICE()
THOUT APPROVED INSPECTION
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INSTR# 2021192026 OR BK10434PG2052 Page 1 of 1
09/09/2021 11:39 AM Rcpt: 2349698 Rec: 10.00 DS: 0.00 IT: 0.00
imau"Olat
Permit No.
Property Identification No. 24-26-21-0040-00000-1040
THE LTNDERSIONED hereby give informs you that the improvement will be made to certain real property, and in accordance with
Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
i.Description of property (kgaldeacrt rlonr ection 24, Township 26 South, Range 21 East
a) Street Address:« s ,
2.0enend description of improvements: r
3.Owner Information
a) Name and addres . ta
b) Name and address o fee simple titleholder (if other than owner)
c) Interest in property
4.Contractor Information
a) Name and addre
b) Telephone No.: Fax No. (Opt.)
S.Surety Information
a) Name and address:
b) Amount ofBond:.
c) Telephone No.: Fax No: (Opt.)
6.Lender
a) Name and address:
Phone No.
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents maybe served:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
$.In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes:
a) Name and address:
b). Telephone No.: L Fax No (flpt )
9.Expketion date of Notice of Commencement (the expiration date is one year from the'date of recording unless a different date is
specified):
FLORIDA
NOTICEOF e RECORDED AND POSTED ON r: SITE BEFORE
INSPECTION, IF YOU ► TO OBTAIN r YOUR OR r• r•
COMMENCING WORK ORRECORDING r r • r r
STATE OF r.
COUNTY OF PASCO
••or 0
wnees Authodzcd r , )
t' * A
.Ir '
R
Personally Known Notary signature
OR Produced Identification 0111
T . ype of Identification Produced "-W- Name (print) i A e-
Under penalties ofpeturY, I declare that I have read the foregoing
the facts stated in it am true to the best of my ge and belief.
jAcQUELINEBOGES
..
.:
813-780-0020 City Of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Owner's Name U, t
Fee Simple Titleholder Name
Fee Simple Titleholder Address
CA- Of 4' g -. Owner Phone Number
r Owner Phone. Number
Owner Phone Numnbar
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REPAIR
ES INSTALL
PROPOSED USE
TYPE OFtONSTRUCTION BLOCK ,FRAME
R1
BUILDING
i3tJiLDiNG Ez�
ELECTRICAL $
PLUMBING $
MECHANICAL $
GAS ROOFING
FINISHED FLOOR ELEVATIONS
SIGN DEMOLISH
HEIGHT
VALIDATION OF TOTAL CONSTRUCTION
AMP SERVICE 100 &'t d-7-j PROGRESS ENERGY W.R.E:C.
VALUATION OF MECHANICAL INSTALLATION
FLOODSPECIALTY = OTHER
ZONE
aA� g "
COMPANY
BUILDER
SIGNATURE
REGISTERED
Address
ELECTRICIAN
s t '
rr> e_1
COMPANY
SIGNATURE
REGISTERED
Address
a Z,e"i
PLUMBER
COMPANY
SIGNATURE
REGISTERED
License
Y / N __FEE CURREN Y / N
License
Y / N FEE'CURREN Y / N'' '
License
Y! N FEECl9rdREh Y.hN
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREP Y / N
Address License #
11111.1I'll 'I1111I'll 111111Ii1`11111ll11IiIrI11,II1111,11111t11II11111I1I I Ii11II
RESIDENTIAL Attach (2) PldtPlans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. 'Required onsite, Constructlori Plans, Stormwater Mans w/ Slit Fence installed,.
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1 ) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required:onsite, Construction Plans, Stonnwater,,Plans w/ Slit Fence Installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of°Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW`
lot improvement requests must be submitted no later than Wednesday by 2:00 to be
�4ssed on the following committee meeting day. All permits must be posted visible to the
street.
)ate Recd LOT IMPROVEMENT REQUEST Permit No
,ro: EPPOA Lot Improvement committee & Board of Directors
From
Lot#/Address :
Phone number where you can be reached:_
#e request EPPOA approval for construction, addition to our installation, on the following:
Shed (>41,anai ( )Rv Port ( )Park Model ( ) Cottage ( )Concrete Slab Pavers
Concrete Painting ( ) Rv Skirting ( ) Landscaping ( )Pet enclosure other
Aal requests for construction/additions/remodeling are required to have a complete,
dotailed/sketch,'to include footprint, setbacks, front elevation, back elevation, left
right side elevation and top elevation. All elevations must include all sizes and
locations of windows and doors, with length, width and height of the overall structure.
Park models are to include pamphlet with pictures. In addition, all requests require and
must include the full description, including color of siding, trim, shutters, doors, pavers
and concrete painting if applicable. "PRIOR TO BEGINNING CONSTRUCTION" a copy of the
Zephyrhills building permit and a copy of the completed engineering plans must be RETURNED
to the "LOT IMPROVEMENT COMKITTEE'll these will be returned to you for construction. Upon
completion of your construction a complete copy of the engineering drawings of the
structure, (as built) permits, inspections and final permit approvals must be returned to
the Emerald Pointe Lot improvement Committee for Office filing.
Pet enclosure must follow guidelines for size, height and location.
ALL REQUESTS MUST COMPLY WITH CURRENT REQUIRED PERMITS FROM THE CITY OF
ZEPHYRHI� �.FLORIDA CURRENT BUILDING CODES.
Comments:
. ... ..... ..... .
. . .... .. . ....... ..
L
ar Date
Lot Owner's Si Kati �0
5ft Setback
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l,!�oncrete 26' x 63'
permit No
Lot#--j0(/Ac,&tss: 50
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20 ft Setbick from hiside of Cxwb to WIding
15 ft Setback to coacli.
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General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALI, CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 3000 PSI FiBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH,
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DESTROYING ORGANISMS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS,
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF,
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1%- ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11, IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
ITIO ; ► [
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR
2ALL MORTAR SHALL BE OF TYPE M OR &
3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE. AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TSFOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0,024" SHALL APPLY,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5, ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #1.2 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE, THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS:
L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD,
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE :300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALI.. CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHERWISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
7TH EDITION
CURRENT ALUMINUM DESIGN MANUAL
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT" ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
I. TYP -- TYPICAL
2. SIM--SIMILAR
3. DON -- UNLESS OTHERWISE NOTED
4. CONT-- CONTINUOUS
5. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC,
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INS'TALI.ED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME,
2. 1F ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R 4501.17.1 IN ITS ENTIRETY,
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR
EGRESS PER HUD 3280.105, (a) THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL. BEDROOMS IS LESS THAN 3T AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE
STILL MAINTAINED, A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE,
NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR
WAS LOCATED, AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS TIME REQUIREMENTS OF HUD
3280.105
DESIGN DATA:
1. RISK CATEGORY:
2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 140 MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
1 WIND EXPOSURE: B
4. WIND LOADS - ENCLOSED:
INTERNAL PRESSURE COEFFICIENT: +/-OA8
COMPONENT & CLADDING PRESSURES:
ROOF: ZONE 1: 14.3/-56.2 WALLS: ZONE 4: 35.3/-38.2
ZONE 2: 14.3/-74.1 ZONE 5: 35.3/-47.2
ZONE 3: 14.3/-1.01,0
SOLID ROOF (MWFRS): 23 PSF
FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6
5. SOLID ROOF TYPE:
3"X48"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF,
FL 7561 OR EQ.
DEFLECTION: L / 120
MAXIMUM ALLOWABLE SPAN: 13.00`
SITE SPECIFIC DESIGN SPAN: 6.50'
6. 4" CONCRETE SLAB PER SECTION 'A' OF GENERAL NOTES AND CONCRETE
FOOTING PER DETAIL. EXISTING CONCRETE SHALL BE ADEQUATE TO
WITHSTAND THE LOADS FROM THE. PROPOSED ADDITION
HOLLOW SECTIONS INDEX:
2 x 2:---------------------------------------2" x 2" x 0.044" S-1 GENERAL NOTES
3 x 2:-------------------------------------3" x 2" x 0.050" S-2 DRAWING
S-3 DRAWING
2 x 3:---------------------------------------2" x 3" x 0.050" S-4 DRAWING
2 x 3:---------------------------------------2" x 3" x 0.070" S-5 DETAILS
2 x 4:---------------------------------------2" x 4" x 0.050" S-6 DETAILS
2 x 5:---------------------------------------2" x 5" x 0.050„
S-7 DETAILS
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3:---------------------------------------1" x 3" x 0.045„
SNAP SECTIONS
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045"
2 x 3 Snap:---------------------------------2" x 3" x 0.050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045"
►N ur "Wilvewfiraff
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.1.00"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0,224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson RE,
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 7760S
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
email: e-b@fbcptans.com
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
Ro 1
RO 2
RO 3
RO 4
#21_0722_322
PROJECT ADDRESS:
IRENE GRIMWOOD-BORTON
3502 ALABASTER DR.
EMERALD POINTE RV
ZEPHYRHILLS, FL 33540
CONTRACTOR:
OWNER
►1
f CONCRETE r 5
FOOTINGWIT
2"X4" P.T. STUD WALLS
/- FINISHED WITH VINYL SIDING
33'-0"
g°_0
15°-6"
48X72 HS______
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15'-6"
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9'-0.
16'-6"
16'-6"
42'-0"
110 V. OUTLET
SURFACE MOUNTED uaaT FIXTURE
FLOOR PLAN N
EXISTING CONCRETE
SLAB
1/4"=1'-011
FOR RV PARKING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER:86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 7760S
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone:(813)788-5314
Fax: 1-(866)-824-7 B94
Website: www.fbcplans.com
C.O.A. - i#29054
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#210722322
PROJECT ADDRESS:
•-
PLAN/ELEVATIONS
S-2
NEW CCINCRE,
SLAB AND 12"x12"
FOOTING
LB. DENSITY El
FOAM COMPOSITEPANEL
ROOF, FL 7561OR
1 /4"=1 '-0"
1
FRONT ELEVATION
STUDS @ • O.C.
FINISHED WITH VINYL SIDING.
IiEE WALL SECTIONFOR
k;; Oil NOTE
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL& EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhilis, fl. 33542
Phone:(813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - #29054
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PLAN/ELEVATIONS
3"X48"X.024" 1 LB. DENSITY
EPS FOAM COMPOSITE PANEL
ROOF, FL 7561 OR EQ.
I�Ti7�i_7i�ir3Zf
LEFT SIDE ELEVATION
1 /4"=1 '-0"
DOUBLE 2X9
CARRIER BEAM, SEE
DETAIL
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4
10'-0"
42'-0"
STUDS Ct • O.C.
SIDING.FINISHED WITH VINYL
SEE WALL SECTION OR P.T.
PLYWOODO
RIGHT SIDE ELEVATION NEW CONCRETE —'
SLAB AND 12"X12"
1 /4"=1'-0" FOOTING
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101.
Zephyrhilis, Fl. 33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website: www.fbcptans.com
C.O.A. - 929054
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PLAN/ELEVATIONS
ALUM RIDGE CAP W/
#10X 5/8" SMS
ALUM. BEAM ATTACHMENT TO WALL FRAMING
3"X.125" HEADER
W/2"X2"X_125" ANGLES. FASTEN ANGLES TO
W/#12X3 4" @ 12" O.C.
STUDS W/(4) 1/4"OX3" LAG SCREWS. FASTEN
TOP & BOTT�M INTO ROOF
2X SMB TO ANGLE W/#12X3/4" SMS, 1 SCREW
PER INCH OF BEAM HT.
#8X1/2" TO ATTACH
FLASHING TO ROOF
ALTERNATE CONNECTION
PANEL @ 12" O.C.
W/RECEIVING CHANNEL, SEE BEAM
TO WALL DETAIL
SIMPSON SP2 OR EQUIV.
�— 2X DOUBLE TOP PLATE
(4) 2X4 STUDS
2X ALUM. RIDGE BEAM FOR BEAM ATTACHMENT
FASTEN SCUDS W/16d NAILS @ 12"
O.C. EA. SIDE, STAGGERED
SIMPSON DSP, SSP OR EQUIV. PLATE
TIES, FASTEN PER MANUF.
INSTALLATION INSTRUCTIONS
SIMPSON LSTA18
OR EQUIV. TYP. @ EA. STUD TO
HEADER CONNECTION
DBL. 2X HEADER OVER DOOR -I
OPENING, SEE PLAN (2) SIMPSON LSTA18
FASTENED PER MANOR SPECS
2X9 ALUM. RIDGE BEAM
FASTEN COMPOSITE PANEL TO BEAM WITH #12
TEK SCREW AND 1-1/4"0 NEOPRENE WASHER
AT 8" O.C. (USE SCREW LENGH EQUAL TO
COMPOSITE PANEL THICKNESS PLUS 1" MIN.)
3" COMPOSITE; PANELS FASTENED TO TOP PLATE
W/1/4"O LAG SCREWS W/NEOPRENE WASHERS,
1-1/2" MIN. EMBEDMENT @ 8" O.C.
DBL 2"X4" TOP PLATE
(ONLY NON -TREATED WOOD IN CONTACT W/ALUM.
ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER)
DBL. 2X READER WITH 1/2" Phi WOOD SPACER
OVER OPENINGS, SEE HEADER TABLE
METAL FLASHING/CAULK OVER DOOR OPENINGS
VINYL SIDING OF CHOICE APPLIED PER
MFG'S SPECS.
7/16" OSB SHEATHING (FROM 24"ABOVE FIN. FLOOR)
1/2" COX P.T. PLYWOOD TO 24" ABOVE FINISHED FLOOR
SHEATHING SHALT.. OVERLAP BOTTOM AND TOP
PLATES. (SEE NAILING NOTE).
2"X4" P.T. STUDS @ 16" O.C.
2X4 P.T. BASE PLATE
1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, 1.2" FROM
CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN.
EMBEDMENT AND 1-3/4" MIN, EDGE DISTANCE TYP.
CONCRETE BELOW
GRADE PER R403.1.4
2 #5 REBAR CONT.
ON 3" HIGH CHAIRS
HEADERS
0 BEARING WALL.
f
SIZE
SPAN
IV
,JACK
STUDS
SUPPORTING
COMP. PANEL ROOF
(2) 2"x4"
4'-4"
1
2 2"xs"
6°-4"
1
(2) 2"XB"
8'-0"
2
(2) 2"x10"
9'-6"
2
(2) 2"x12"
1 1 V-6"
3
DBL. HEADERS W/7' PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
-PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
SIMPSON SPT SP2 FL10456
'SIMPSON H10A FL10456
SIMPSON DSP FL10456
SIMPSON SPH FL10456
SIMPSON ABU ABW FL10860
SIMPSON LSTA MSTA FL10456
SIMPSON CS16 FL10458
METAL FLASHING OR OTHER APPROVED FLASHING
MATERIAL SHALL BE APPLIED OVER DOOR &
WINDOW OPENINGS TO PREVENT WATER
PENETRATION INTO THE WALL CAVITY OR
STRUCTURAL FRAMING COMPONENTS, PER R703.4
WOOD SIDING, SHEATHING AND WALL FRAMING ON
THE EXTERIOR OF A BUILDING HAVING A CLEARANCE
OF LESS THAN 6" FROM THE GROUND SHALL BE
PRESERVATIVE TREATED PER FBC SECTION 317.1.5
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN FIELD.
ROWS OF NAILS SHALL BE 7" MIN. FROM PANEL
EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS
NAILED PER MFG.'S SPECIFICATIONS.
SIMPSON SP2 OR H2.5A PLATE TIE OR EQUIV
2X BLOCKING FOR PANEL SPLICE WHERE
WALL HT, EXCEEDS PANEL LENGTH
INSTALL WINDOW FOLLOWING MANUF.
INSTALLATION INSTRUCTIONS
NOTE: VINYL SIDING MUST BE INSTALLED OVER A
MINIMUM 7/16"
WOOD STRUCTURAL PANEL SHEATHING
(PLYWOOD OR OSB) WITH AN APPROVED
WEATHER RESISTIVE BARRIER PLACED UNDER
THE SIDING.
SIMPSON SP1 PLATE TIE, OR EQUIVALENT
4" CONCRETE SLAB & 1.2"X12" FOOTING,
PER SECTION A OF GENERAL NOTES
cV
12"
WALL SECTION
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL, ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone:(813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - #29054
I DRAWN BY: W.P. I
DATE: 8/10/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
#210722322
PROJECTADDRESS:
IRENE f i BOR i
ALABASTER3502 D'
EMERALD POINTE RV
��7
0
2X4 DOUBLE TOP PLATE
SIMPSON RSP4, LSTA12, SP2 OR
EQUIV. @ EACH STUD
7/16" OSB OR 1/2" PLYWOOD
SHEATHING, SEE NAILING NO
SIMPSON LSTA12 OR EQUIV.
THESE LOCATIONS
2X4 JACK STUDS PER CHAR`
2X4 FULL LENGTH/KING STUD;
PER CHART
ATTACH JACK TO CONT, STUI
W/16d NAILS @ 16" O.C.
2)
DE
PL
`E
INSTALL DOORS IN
OPENING PER MANU ,
INSTALLATION
INSTRUCTIONS
6'-0"
1/2"0 WEDGE ANCHORS W/STANDARD
WASHERS, 12" FROM CORNERS, 6" FROM
OPENINGS AND 24" O.C. W/4" MIN.
EMBEDMENT TYP.
.4 CRIPPLE STUDS @ 16" Q.C.
L 2X HEADER W/1/2"
CWOOD SPACER, PER CHART
?X4 STUDS @ 16" O.C.
PRES. TREATED)
;IMPSON SP2 OR EQUIV.
2X4 BASE PLATE
LSIMPSON DSP, SPH SSP OR EQUIV.
@ STUDS TO BASE PLATE
DOUBLE 2X4 TOP PLATE
DOUBLE 2X WOOI
HEADER, SEE CHA
2X4 JACK S1
ATTACH JACK TO COP
STUD W/10d NAILS C
O.C.
%6" OSB SHEATHING
NAILING NOTE
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS -.
_.._ SIMPSON SP1 SP2 FL10456
SIMPSON H410A FL10456 FL104- SIMPSDN DSP 56
SIMPSON SPH FL10456
SIMPSON ABU ABW FL10860
SIMPSON LST META FL10456
SIMPSON CS16 F'L10456
SIMI
EQU
2X4
RT
INS
UD
MFI
INS
T.
16"
SEE
2X,
(PF
SIM'.
AT
STUDS
DSP OR EQUIV.
@
@ STUDSS TO BASE PLATE
1./2" 0 WEDGE ANCHORS W/STANDARD WASHERS, 12"
FROM CORNERS, 6" FROM OPENINGS AND 24" D.C. W/4"
MIN. EMBEDMENT TYP.
WALL FRAMING FOR
WINDOW OPENINGS
METAL FLASHING OR OTHER APPROVED FLASHING
MATERIAL SHALL BE APPLIED OVER DOOR &
WINDOW OPENINGS TO PREVENT WATER
PENETRATION INTO THE WALL CAVITY OR
STRUCTURAL FRAMING COMPONENTS, PER R703.4
WOOD SIDING, SHEATHING AND WALL FRAMING ON
THE EXTERIOR OF A BUILDING HAVING A CLEARANCE
OF LESS THAN 6" FROM THE GROUND SHALL BE
PRESERVATIVE TREATED PER FBC SECTION 317.1.5
HEADERS
0 BEARING WALL
e s
SIZE
SPAN
'W'
JACK
STUDS
(2) 2"x4"
4'-4"
1
2 2N6"
6'-4"
1
(2) 2"x8"
8'-0"
2
(2) 2"00"
9'-6"
2
(2) 2"x12"
1 V-13"
3
DBL. HEADERS W/71" PLWD. SPACER, GLUED &
NAILED W/2 ROWS OF 12d NAILS STAGGERED @
12" O.C. EACH FACE
SON RSP4, LSTA12, SP2 OR
V. @ EACH STUD
RIPPLE STUDS @ 16" O.C.
FALL WINDOW IN OPENING PER
�R INSTALLATION
('RUCTIONS
CRIPPLE STUDS @ 16" O.C.
ES. TREATED)
`SON SP1 OR EQUIV.
OP & BOTTOM OF STUD, TYP.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone:(813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - 429054
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
t 0 ' f 1 l'_
we
ATTACH ALUM. BEAM TO WOOD W
W/RECEIVING CHANNEL SEE BEAN
WALL DETAIL
2X4 WOOD STUDS @ 16'
ADD 2X4 WOOD STUD BLOCKIP
AROUND STUD WALL FRAMIN(
BEAM ATTACHMENT
#10 X3 4" TO ATTACH
FLA RING TO ROOF
PANEL @ 12" O.C.
?X9 SMB RIDGE BEAM
X4X.125° ALUM KINGPOST
FASTEN COMPOSITE PANEL TO BEAM WITH #12
TEN SCREW AND 1-1/4" O NEOPRENE WASHER
AT 8" O.C. (USE SCREW LENGH EQUAL TO
COMPOSITE PANEL THICKNESS PLUS 1" MIN.)
(4) 3/8" THROUGH BOLTS,
WASHERS & NUTS
3"X0.125" HEADER
ATTACHED TO
TOP & BOTTOM INTO ROOF
W/412X 3/4", 12" O.C.
SMB RIDGE BEAM
4X41125" ALUM KINGPOST
i U U i
3/8" THROUGH BOLTS,
WASHERS & NUTS d DOUBLE 2X9 SMB CARRIER BEAM
1 1
( I
ROOF BEAM TO CARRIER BEAM
USING KING POSTS
4X4 ALUM. KINGPOST
2"X4"X'BEAM HEIGHT RO60° MIN. RECEIVING Uj
CHANNEL
1z"U
_
#12X%" TEKS @24" O.C. 2 ROWS STAGGERED,
TOP & BOTTOM AS SHOWN
DOUBLE 2X SMB o
U
PER PLAN
FASTEN REC. CHANNEL TO STRUCTURAL WALL
MEMBER W//4"OX2" LAG SCREWS, 1 PER 2 INCHES
______
4°112X.125" ALUM. PLATE CONNECTED TO
OF BEAM HEIGHT, STAGGERED EACH SIDE
______
DOUBLE BEAM & POST. FASTEN PLATE TO POST
& DOUBLE BEAM W/(3) %8" CORR. RESISTANT
FASTEN BEAM TO CHANNEL
THROUGH -BOLTS INTO POST MIN. AND (3) %"
3:W/#10X%4" SMS, 1 SCREW PER INCH
MIN. BOLTS INTO THE DEL. BEAM
0 - OF BEAM HEIGHT, EACH SIDE
� o m
rn
DBL. 2X9 SMB CARRIER BEAM
DOUBLE BEAM
CONNECTION/FASTENING
TO 4X4X.125" KINGPOST
SCALE:NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL & EXISTING
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone:(813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
email: erb@fbcplans.com
DRAWN BY: W.P.
DATE: 8/10/21
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
RIDGE BEAM
CONNECTION DETAILS
S-7