HomeMy WebLinkAbout24-7626\
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Zephyrhills
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Add/AlC
12 25 21 0000 04400
Address, 5138 21t Street
FPMYRHILL a, FLORIDA33542
Phone.
Im
City of ZephyThills
5335 Eighth Street
Permit Type: Add/Alter (Residential)
Glass of Work. Add/After Residential
Building Valuation: $11,750.00
Electrical Valuation: $1,00
Mechanical Valuation: $1,00
Plumbing Valuation: $1,00
Total Valuation: $11,753,00
Total Fees: $148.13
Amount Paid: $148,13
Cate Paid: 2/28/2024 8:31:40AM
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21,111"�{
BAR-007626-2024
(SSUe Cate. 0212812024
a
Contractor: K ITH REEVES
CONSTRUCTION INC
�'
V-I"
�"_�
RuiEding Plan ReVerr,r Fee $�9.38 �uildlitg Permit Fae $J8:75
1Np TION FEES: (c) With respect to R lnspectlon fees will comply with Florida Statute 5 ,8o(2)(c) the
local government shall impose a fee f four times the amount of the fee imposed for the initial inspection or
first rein pection, whichever is greater, for each subsequent r inspe ti na
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.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. if you Intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement,"
Completeplans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFOREC.O.
NO OCCUPANCY BEFORE C.O.
t
CONTRACTOR SIGNATURE PE IT OFFICE
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
J Phone Contact for Permitting
Owner's Name
Todd Vandeberg
Owner Phone Number
Owner's Address
5138 21st Street, Ze h
hills, I L 33542
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
5138 21st Street, Zephyrhills
LOT #
SUBDIVISION
PARCEL ID#L
12-26-21-0000-04400-_0060
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT
SIGN DEMOLISH
El
INSTALL
REPAIR
PROPOSED USE SFR
COMM
OTHER
TYPE OF CONSTRUCTION BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
Install Pool enclosure
on existina
deck
BUILDING SIZE SQ FOOTAGE HEIGHT
x CIE
UILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY a W.R.E.C.
=PLUMBING 1.14
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION 0
=GAS ROOFING = SPECIALTY = OTHER A1
,W
FINISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES NO 14��
BUILDER COMPANY Keith Reeves Construction, Inc.
i E��� SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address 17 License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED
Address F—== License #
PLUMBER COMPANY E
SIGNATURE E::== REGISTERED ERRN
'Address 7 License #
MECHANICAL COMPANY E
SIGNATURE REGISTERED ;;Y;/;N; FEE CURREN YIN
Address License #
OTHER COMPANY [
SIGNATURE REGISTERED L_y LN _J FEE CURREN L_Y / N
Address License #E:====
RESIDENTIAL Attach (2) Plot Plans; (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, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsAarge 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, Stormwater Plans wl Silt 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 $2600, a Notice of Commencement is required. (A/C 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with store and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation Linder state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterMastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material I$ to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this afficlavit,prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in wilting, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
VM t0im 1PIT1041MMLA I &I if 1,01T14 N 121,01♦ 1 Z 1111m, 1 MKI twolffilrMIZE 21 kMll 0 1" 1001MUM fill I
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this rscOedand s ono (or irmV be re me this
no to (or b �sc §y
Who is/are personally known to me or has/have produced he is/are personally known to me or has/have produced
as identification. as identification.
Notary Public_ Notary Public
Commission No. Commission
Name of Notary typed, printed or stamped
HM35�
The undersigned hereby gives notice that improvement will be made to
certain Real Property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement
1. DESCRIPTION OF PROPERTY:
55 TH SOUTE
FT FOR POB TH EAST 135 FT TH SOUTH 100 HTH WEST 135 FT TH
FT TO POB F/K/A POR OF PINECREST SUB VACATED PER OR 257 PIS
5138 21gsttreet, Zephyrbills 33542
2. DESCRIPTION OF IMPROVEMENT:
.Install pool enclosure on existing deck
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE
IMPROVEMENT:
Name&Address: Todd Vandeberg, 5138 21st, St, Zephythills 33542
Interest in Property: —er
........ ........
4. CONTRACTOR: Name: Keith Reaves Construction, Inc.
Contractors Address: 7117 Ash Street, Zephyrhills, FL 33541
Phone Number: 813-997-1410
5. SURETY (If applicable, a copy of the payment bond is attached): Amount of bond: $ - Name: nia Phone Ku—niber.
Address:
6. LENDER'S NAME: nfa
Lender's address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(l)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates of —
the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by Owner:
to receive a copy of
9, Expiration of notice commencement (the expiration date will be I year from date of recording unless a different date is spccificd
20, 1
1EARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCFMkNT
ARE CONSIDERED IMPBOPgRVU.
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
P STED ON T I JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LE DE RN ORE COMMENCING WORK OR P, DING YOUR NOTICE OF COMMENCEMENT.
--- - --- ---
gnatu of Nvnet ot ; gLet =er's or Lessee's (p mt Name and Provide Signatory's Title/Office) or M
whorized Officler/Di or Wrier, anager)
, --
0
State of Aiwag-- County of 3M ED T '7
N'
OST ON''
LE r
) E t
a u of
t . z
It n ed Offi er/D
The foregoing instrument was acknowl♦b ore me b i so sical pf s ce or 0 online notari7ation this day
of 20-Xby-- Al 11&4 r
(name of party on behalf of whom' instrrui n was executed) (type of authority, e.g. officer, trustee, attorney in fact)
e onally wit or Produced Identification
(type of identification produced)
JACQUELINE BOGES
Commission # HH 328672
Ex*ft Dewrittlier 12, 2026
AoDlicable Codes. Regulation and -StonL irds
1, The Florida Building Code 8th Edition 2023.
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 an Specifications for Aluminum Structures,
Part I -A and I-B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C.,2020 Edition
3. ASCE 7-16.
Wind Loads
1, Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Cateqprv-1 .
2. Basic Wind Speed Table, Table 1609 State of Florido
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609, 3, 1 Equivalent Basic Wind Speed. 140UPH
V-ultimate Exposure Category, Paragraph 1609.4,3, C
3 Building Category for Aluminum Structures, FBC 7th
Edition E301.2.1,1.1 Sunroom Cotecory 1,
Following Loads were used to DesignICk This Pool Cage:
1. Dead Load of 5 PSF (Which is on Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
3 Wind Load of 140 MPH as per ASCE 7-16
4. Load Combinations as per F8C 2023 87H 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.
3. #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 78x14 (TYP.)
WIND ZONE FOR MANSARD BEAMS 0 140Meh VULT
VULT - (Ultimate Design Wind Speed)
WIND ZONE FOR METAL COLUMNS @ 140mph VULT
VULT - I'Llitimate Design Wind Sneed)
2X4
0,050
Up to 10'-4-
2X5
0.050
Up to 12'-B"
2X6(SUB)
0.055
Up to 16'-5"
2X7(sma)
0 062
Up to 19'-8"
2X8(SUB)
0.072
Up to 23-6"
WIND ZONE FOR PURLINS AND RAILS @ 140mDh VULT
VULT -
(Ultimate Design Wind Speed)
Hollow Sections Gauge --S—P-O----1
2X2
0.044
Up to 7'- 10'
2X3
0.045
Up to 9-1"
2X4
0.050
Up to 10'-4"
2X5
0.050
Up to 12'-8"
27'-9"
CON IRA C TOR
K,R. CONSTRUC77ON, INC
CRC #042498
7117 ASH ST
ZEPHYRHILLS, FL 33541
813-997-1410
—2x2
--I-
6'- 5
2x4
TYP.
2x3-
4x4
HOUSE
SCALE 1/8'
25'-9"
6'� 3 7'
a
8
L—
RAM A. GOEL, P.E.(#47431)
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD STE P
TAMPA, FL 33647
PH# 715- 781-1822
PROJECT ADDRESS
VANDEBERG
5138 21ST ST
ZEPHRYHILLS, FL 33542
T
9'
2x2 —
6'- 5"
2x4
TYP,
—2x3
4x4
i I —
P�
F,
'RON
V PP c
ORD"
"I-i E37-t4ANCES�
Ar"
v r '
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE A TTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER 3, SECTION R301.21 OF THE
F.B.C. 2023 RESIDENTIAL 8th EDITION
RAM A. GOEL, P.E.(#47431) ?464
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER [ -A
10329 CROSS CREEK BLVD STE P
TAMPA, FL 33647 RLAN
Ph,# 715- 781-1822
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MA EYE(SMB,)
2X2.2"X2"X0.044"
2X4 SMB. 2"X4"XO.044"XO.100"
2X3:2"X3'WO.050"
2X5 SMB: 2 "X5 "XO. 050 "XO. 100 "
2X4:2 "X4 "XO. 050 "
2X6 SMB: 2 "X5 "XO, 055 "XO. 120 "
2X5:2 "X5 "X0. 050 "
2X7 SMB: 2 -X7 "XO. 05 7XO, 120 "
2X8 SMB: 2 "X8 "XO. 0 72 "XO� 124 "
OPEN BACK SECTIONS
2X9 SUB: 2 "XI 0 "XO. 092 "XO. 3.98
1X2: 7: X2"XO. 040"
7X3: I "X2 "XO. 045 "
SNAP SECTIONS
ALUMINUM MEMBERS SHALL BE
2X2 Snop: 2"x2"xO,045"
NOT LESS THAT 0.040 INCHES
2x3 Snop: 2"x3"x0.050
(I mm) THICK — FBC 2020
2x4 Snap: 2"x4"xO045"
7TH EDITION 2002,3. 1 BUILDING
WIND PRESSURES.
FROM TABLE 2002.4 FBC
EXPOSURE B.
HORIZONTAL (WINDWARD)
27PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
EXPOSURE C:
HORIZONTAL (WINDWARD)
38PSF
HORIZONTAL (LEEWARD)
29PSF
VERTICAL (SCREEN SURFACE)
I IPSF
VERTICAL (SOLID SURFACE)
32PSF
1`041a y 3/la qAdq
118" PL
ON 45'
CABLE CONNECTIQN AT CORNERI 'd I
SCALE M TS.
CABLE
1/8- S 5 CABLE
CABLE
1/8- S 5 CABLE
F-51
4' SLAB MINA.
2500 PSI CONC
(2)[114 X 2 114-
WAM OR F
WAM ' ME
TAPCONS
CABLE CONNECTIONS
AT FOUNDATION I
SCALE N.T.S.
BEAM SIZE x 4' GUSSET 1/8" THICK
#10 x 314'
TEK 0 2" 0. C
-USSET DIMENSIONS 1/8-
EXTERNAL GUSSET DETAIL
SCALE M1:51 4 1
L=.j I L—
(2)-#10- X 2- SCREWS-
7NRU EXTRUSION
2' WIDE EXTRUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-#8 X 314=
(I)-#10 X 2"
SCREW 24' OC
I
m
INTERNAL SPICE PLATE,
MIN PLATE THICKNESS
7/8' —
INTERNAL GUSSET DETAIL
SCALE At. T a [I A
'I 'A —NUMBER OF SCREWS
PATTERN TO VARY
01OX314- INTO — SCREWS TO MAINTAIN 1-114' C/C
RECEIVING CHANNEL
GUTTER BRACE & MATING ELEMENT
A TTA CHMEN T DETAIL
SCALE N. TS, F
16
3/8- DIAMETER
CONCRETE SCREW
MINIMUM EMBEDMENT
1 114- INTO TOP OR
SIDE OF FOOTER
CABLE TO FOOTER
SCALE M TS.
11
mm
ME
PURLIN
2X-3
RECEIVING CHANNELRECEIVING CHANNEL
1112 1?6145/0' INTO W12 )fIOX314' INTO
3IRT EACH SIDE &
fl OX314 INTO 2 X 3 GIRT EACH S91DE & UPRIGHT
SELF-MARNO BEAM #IOX314- INTO 2 X 3
- NOTCH FOR UPRIGHT
wIA41N 314' GO. #IOX314'
UPRIGHT TO 6 -
FAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL —
SCALE MTS. 71 SCALE Nd T. 5, 13
(2)-J10' X 2' SCREWS—
THRU EXTRUSION
2' WIDE EXTRUDED
CUTTER BRACE AT
EACH BEAM
WI(2)-#8 X 314"-
E]
2-XO-XI18- ANGLE W1 SELF -MA 77NG
(i)-#10 X 2- (2)-#10 x 314' EACH FACE RECEIWNG CHANNEL
SCREW 24" 00. Reg. for Each Lood Bearing W1(2)#1Ox 314'
Post Connection INTO EACH FACE
MIN 4- SLAB 2500 PSI
77 CONC wIF78ERMESH — I" x 2' aaBASE PLATE"
N �NUMRER OF SCREWS
PATTERN TO VARY
TL
#I GX314- IN I SCREWS TO MAINTAIN 1-114' C/C
RECEIVING CHANNEL
GUTTER BRACE & ANGLED FASCIA BOARD
A TTA CHMEN T DETAIL
SCALE N. Ts.
3 118"XI 112- X 118-
3X3' or 4X4' BASE WI(2) 1/3- DIAM,
COLUMN
TAPCONS OR EQUIV
OST W (2) 114- DIAM.
3 112- THRU BOLTS FOR 3X3
OR 4 112- THRU BOLTS FOR
3X3 OR 4X4 COLUMN TO,. PAVER
OR PATIO A TTA CUYLN T
SCALE AL TS, F7
RECEIVING CHANNEL
W/ 2 flOX314- INTO BEAM
EACH FACE & (3) CONTRACTOR C T07R RAM GOEL, P.E.(#474,31)
.- —L— - R SONEY FM LLC, CA#9746
IFIOX314' INTO BEAM T
K.R. CONSTRUCTION, LLC CORY LAKE PROFESSIONAL CENTER
CO
NSTRUCTION,
CRC #042498 10329 CROSS CREEK BLVD. STE P
PURLIN OR GIRT TO BEAM OR POST DETAIL 7117 ASH ST TAMPA, FL 3J647rp
SCALE N.TS. ZEPHYRHILLS, FL 33541 Ph.# 715- 781-1822
813-997-1410
PROJECT ADDRESS
VANDEBERG
5138 21ST ST
ZEPHRYHILLS, FL 33542
(2) 114 - GIAM. BY 3 112 - THRU BOLTS
IOX314- SMS,10-
OC INTO GUTTER
ALSO INTO
CARRY BEAM
If--"
0, 1 NO OF SCREWS
LPATTERN TO VARY
SCREWS TO MAINTAIN
1 114 - C/C
COMPOSITE TO GUTTER TO BEAM
SCALE
24
I' X 2' BASE PLA
TE
TE
O ANCHORED CONC.
X 2 114-
114
TAPCONS MAX 24'
FRONT VIEW
2" X 4" OR LARGER UPRIGHT TO DECK DETAILS
SCALE N. T.S.
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE A TTA CHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2023 F.B.C. RESIDENTIAL 8TH EDITION
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER [A_2
10329 CROSS CREEK BL VD. STE P
TAMPA, FL 33647 T
Ph.# 715-781-1822 DEAILS
(3) 1 OX314 - S.M.S.
1OX3' SMS. 7HRU PER PAN
FASCIA IN TO SCREEN
RAPIER TAILS ROOF PANELS
24' ON CENTER I
IOX314- S.M.S.
3 PER PAN
AND PAN ROOF TO LOAD -BEARING' WALL
FL. PRODUC T-AEEEQZ4L-a!QZZ8-R5 EXP 8/18 2026 —
SCALE N.T.S. Fi 4
[a
WALL : EITHER STUCCOIRLOCK
OR WOODFRAME
114 s, 2 114 TAPCONS
TO MA IN TA IN 2' O. C.
FOR STUCCOI&LCOK
OR
'flo 'y 2' SCREWS I' O.C.
FOR WOOD
NUMBER OF SCREWS
PATTERN TO VARY
#IOX314- INTO
SCREWS TO MAINTAIN 1-114- CIC
RECEIVING CHANNEL
HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL,
SCALE N. T, S'
N 7 #IOK314 INTO
VINO
RECEI WAIC
CHANNEL
(2) 114' DIAM. BY
4X4t--
4 112- THRU SOL TS
J/ _ O/C
COLUMN 1 114' D/C
RON T
FRONT
VIEW
SIDE
VIEW
OF SCREWS
0 ' OF
4X4
PCA
PATTERN TO VARY
7
COLUMN
SCREWS TO MAINTAIN
SCREWS 6
1 114' 01C
'14
N[NO,
BEAM TO 4X4 COLUMN
SCALE N.TS.
X.! 2.5 UCLIP I 2X
('d' VARIES-4' SHOWN}
(4) #10,3/.- EA, 9DE
MfflL (2) CONCRETE ANCHOR
BOLTS WIMIN IY,- EMBEDMENT
UPRIGHT
0
0
0 0
lx2 BASE PLATE
ATTACHED TO DECK W7H
CONCRETE, ANCHORS MIN
6" FROM UPRIGHT AND
3D VIEW
MAX 24' O.C.
SCALE M TS
CONTRACTOR RAM GOEL, PE,(#47431) PROJECT ADDRESS
SONEY FM LLC, CA#9746
K.R. CONSTRUCTION, LLC GORY LAKE PROFESSIONAL CENTER VANDEBERG
CRC #042498 10329 CROSS CREEK BLVD. STE P 5138 21ST ST
7117 ASH ST TAMPA, FL 33647 ZEPHRYHILLS, FL 33542
ZEPHYRHILLS, FL 33541 Ph.# 715-781-1822
813-997-1410 1
NM
OVERLAP BE -AM ONTO COLUMN
FASTEN WIN #10 x 314 7EKS
0 314" O.C. APPLY MAX NO OF
SCREWS STAGGARD ON EACH 5
(OR EQUIVALENT)
BEAM UPRIGHT CONNECTION
SCALE M TS.
- 1,11, a 4141
POST
-ALMOASF *56Rr WeTI) 114.2-!14-
TAMONS MID e4vCREx- a? aMdws
r.9- ANME (21 114W-114-
TAKOVS PM PMT
0
ONT 8' WX = 9' DEEP
COVWNRONAL CONC FOOTE
W1 (1) 15 CONT LAP
SPLICES MIN. 25" & TAE
W1 WRE. TYR 0 PERIMETER
PaT FOOTER DETAIL
SCALE`
N- T 5--
114 70 x 2' - 112
All
_111
IF WOOD SUHS7771/7F
J10 x // SMS 6 FROM
TOP & BOTTOM @ 24" 0. C.
-1"x2" OPEN BACK
r/ A 1 -1",2- OPEN BACK
OPEN BACK TO HOST
STRUCTURE DETAIL
SCALE MTS.
Material 6%3-T Aluminum Extrusions
Main Frame 1'x 2'x.O38' wait thickness; hollow serrated edrushsns
Push, Sae I" x 3' x.039Trait thickness; s4kh areas at 090" to add strength for closure installation
M& Bar 11/4" <x l'bolfaw extrusion
Kick Plate (Coll} .024!'Thliw, !astalled whit white or bronze polypropalene SnArt if, vinyl
or ish Color White, bronze, clear anodized, ivory, adobe (clay)
Hardware Standard hardivara kits; available in whits, bronze, sitver, adoles (clay), and ivory
Avalfetilp Screen 19114 Charcoal or gray
A-H.bl. L-b.,
Nominal3/0 x 6/8 Actual: . 79-1/2
Standard Nominal: 2/8 x 6/8 Actual; 31-518" x 79-1/2
1 Nominal: 216 x 618 Actual: 29-518" x 79-112
I
045 RECEIVING CHANNEL rJo HEADER
W12 #10 SYS TOP & BOTTOM
WVfy PPArF 4 41r) aAdo I I
18'
SUPER
GUTTER
IGX4' WITH
NEO WASHER
r3 -compost TE
3x2
3x2
7' 0. C.
4 _ IGXJ14
Sms PER
O
11
C NNE ON
,fJlOx314'
. -#I 0xJ14
CUTTER8 - 410x314- aV EA SIX
OF RECOWNG CHANNEL
TRUSS TO GUTTER DETAIL
SCALE M T S
2x3
DECK
SCREEN DOOR DETAIL
SCALE N, TS. F?-
N
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2023 F.B.G. RESIDENTIAL 8TH EDITION
RAM GOEL, P.E(,#474,31)
SONEY FM LLC, CAJ9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK 8L VD, STE P A -3
TAMPA, FL 33647
Ph,# 715-781-1822 DETAILS