HomeMy WebLinkAbout22-3879City of ZepIII hyrhilM
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
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BAR-003879-2022
Issue Date: 05/04/2022
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
KIT OH164Y
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 1J)3 )
slash .... 21453
Owner's Nama A'a A)"t ow Der Phone Number
Owner's Address 1 31Sl Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1_qa-1 LOT #
SUBDMSION 140Y�V ?—I PARCEL ID# I J t1- d & -,2 L 0/00 Id 6t)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT
INSTALL REPAIR
PROPOSED USE
SFR Gomm
TYPE OF CONSTRUCTION
BLOCK FRAME
DESCRIPTION OF WORK
OTHER
STEEL
M
1(ov
BUILDING SIZE )oe SO FOOTAGE HEIGHT
EE�UILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESSENERGY ` E.C.
A
=PLUMBING
=MECHANICAL I$ VALUATION OF MECHANICAL INSTALLATIO
jJ
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANYttdt -
SIGNATURE REGISTERED Y/N FEECURREN LZ±N J
Address 'yy[q LL"IA'a, License # '3 =U, 131141 tl
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED L_ILN_j FEECURREN LI±N J
Address I License#
PLUMBER COMPANY I
SIGNATURE REGISTERED L_X±N_j FEE CURREN I Y/N
Address E License#
MECHANICAL COMPANY I
SIGNATURE REGISTERED L_y LN _J FEE CURREN V/N
Address License# E
OTHER COMPANY
SIGNATURE REGISTERED L_.Y / N FEECURREN Y/N
Address License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt 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, Stormwater Plans w/ 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 $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
- Agont (for tho c—tractor) or Power of Atiomey (for the owner) would ue 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 state 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 under 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 IMPACTIUTILITIES 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'SIOWNER'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 ServiceslEnvironmental 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 "V' 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 is 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 affidavit prior to
commencing construction. I understand that a separate penrift 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 writing, 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.
i;r-.Vd I I its IVA I@] A 1101 ta I it 1 :1 ;011rJ :4 i7l IA 0 WN KPIEL41 I I ta:j -kJ *I a 4 3 Win I gwtol is 10 11;,; 0 1 am Lmel : I Ln 10 0 21 ol W 0 LIM I A
FLORIDA JURAT (F.S, 117.0
OWNER OR AGENT 1__1C_ CONTRACTOR
Subscribed and a awned) b fore this Subscribed and s 1[2�Driffi F�ed)lj- orerwJhis
5
bvwom�n(v f§ n24 SIT lay
Who Ware personally known to me or has/have produced Who istare personally known to me or has/have produced
as identification. as identification,
Notary Public Notary Public
conlrnis51.n No. Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
NOTICE OF COMMENCEMENT
State of PCY244,3- County of
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: Parcel No.
4 V,
(Legal description of the property and street address if available)
2. General Description of Improvemente-511 /V V4/b ' 3" -I-TAi Z10
. I -
3. Owner Information: Name !4,y,)
Address -3 !,�/ kouJe— - City 2- 4114 State rC, ?3S"/(-'
Name of Fee Simple Titleholder:
(If other than owner)
4. Contractor: Name—\
9
I
Address City
Surety: Name AJ 1) 1
Address City
Amount of Bond: $
Lender: Name
Erlitimm,
Im
State #,-"L
am-
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name A)
Address City-
8. In addition to himself, Owner designates Aj
of to receive a copy of the Lienor's Notice as
provided in Section 71.3.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is I year from the date
of recording unless a different date is specified.)
Signature of Owner: C4;L
Sworn to and subscribed before me this day of 1U-61 b Q,�
Notary Public:
UDIA ESCOBAR
CLA=
My Commission Expires: wbk owA of Florida
1 71 #
Ivaco commission# HH 154850
Y comm , expires July
1 8, 0
Fx1pires jujy 18, 200
PC93053048/A my Gomm, e 25
RECORD SURVEY (FINAL)
LOT 120
HIDDEN RIVER PHASE ONE B
PASCO COUNTY, FLORIDA.
PREPARED FOR & CERTIFIED TO:
NORTH AMERICAN TITLE CO.
NORTH AMERICAN TITLE INSURANCE" CO.
EAGLE HOME MORTGAGE, LLC
PATRIA, NAZARIO AND H IRAN NAZARIO
uj
LOT 104 I-
n
HIDDEN RIVER PHASE ONE A cv
(PLAT BOOK 74, PAGES 101-121) o
0 4d 'FIR 5/8-
d- I No I
LOT 105
HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74, PAGES 101-121)
24 , TWP. 26 S, RNG.
NORTH BOUNDARY OF SUBJECT PLAT BEING S 89-40'43- E
THIS N SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH., ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF, RECORD,
UNDERGROUND FOOTER, STEM WALL, AND
UNDERGROUND UTILITIES ARE NOT LOCATED OR
SHOWN,
00 NOT SCALE THIS PRINT. DIMENSIONS AND
NOTES TAKE PREFERENCE,
DESCRIPTION NOT CONTAINING PLAT BOOK AND
PAGE INDICATES THAT PLAT IS IN
PRELIMINARY STAGE AND IS SUBJECT TO
CHANGE AND/OR REVISION.
CERTAIN DATA SHOWN HEREON BASED ON
ENGINEERING PLANS PROVIDED BY CLIENT.
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
TO PROPERTY LINE
PURPOSE OF -SURVEY -.TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
10' DRAINAGE/UTILITY EASEMENT
5' DRAINAGE EASEMENT
LOT 121
PEATcv
BOUNDARY
FIR 1/2' 0
NO ID
(UNDER WALK) to
1E-Ts S 89'36'58" E
(P&M)
1.10_00,
FCM
7777
- — — — — — —
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7.4
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LOT 720
(LCL9 -CL
FAR 112-
NO ID
Ile,
E-71.2 0.1�
PLAT
TREE, LEGEND, BOUNDARY FIR 51,
LOT 119
I' OAK
4' CASBACE PALM
3" MAGNOLIA
T4
CURVE DATA (P&M)
CURVE I RADIUS I ARCCHORDCHORD BEARING I DELTA
C44 350,0069.82' 69,70' i 1 S 06*05'55- W 1 11'25'45-
I 47M' 1N 06-05'55- E 1 11-25-45-
DESCRtFTION:
OT 120, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B",
S RECORDED IN PLAT BOOK 075, PAGES 077 THROUGH 082,
,1:7 Twc' bi i0i it,
, 0
u
o
L J
ct�
250'
LEGEND:
E-00,0 - EXISTING GRADE
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 72.74'
GARAGE AREA: 72.28'
ELEVATIONS REFERENCED TO
NATIONAL GEODETIC VERTICAL
DATUM OF 1929, MEAN SEA
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL 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. 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.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 93 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 PST.
S. `THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - 96 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 I,
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.
B. MASONRY:
LCONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL. MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4TROVIDE 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-T5 FOR 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 I -A -
SPE:CIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN- OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE 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 #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE_ THEY
SHALI. BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WFIEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. I "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #] OX 1/2" EMBEDMENT SMS
OR TIK SCREWS IN ALUMINUM MEMBERS TYPICAL,
D. FASTENERS:
1, 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, PORTECT OR APPROVED
EQUAL,.
4, ALL METAI- TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. 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 SHALT. BE A MINIMUM OF SAE
GRADE 45 OR BETTER ZINC PLATED.
S. 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. ALL 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 OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PARK 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7TH EDITION (C'HAPTERS 16, 20 & 23).
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENTTHE MORE COMMON ABBREVIATIONS.
I. to
-- TYPICAL
2. SIM -- SIMILAR
3. LON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
1, ALL SITE WORK SHALL BE PERFORMED BY A 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 A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUS'P BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME_
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THEFBC 7THEDITION R 4501.17 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 OCONCRETE V T OR IF USING GROUT
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
i. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL, DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 23 PSF
SOLID ROOF (SCREEN WALL): 20 PSF
"riA
AAj e -
NS
0. 64 11
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OR
ossaeoe
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PROFESS OI A I ENGINEER SEAL
ENGINEER OF RECORD:
1 David W. Smith P.E.
FLORIDA LICENSE: 53608
130 MPH Thomas L. Hanson P.E
101 MPH FLORIDA LICENSE: 38654
R Myron Max Neal P.E.
FLORIDA LICENSE: 86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0,88
6, FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING 4" SLAB MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE
PROPOSED STRUCTURE.
9. SCREEN ROOF^ TYPE : N/A
10. SOLID ROOF TYPE: 3"X48"X0.024" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-RS OR EQUIV.
HOLLOW SECTIONS S-2 DRAWING
2 x 2:-------------------------------------2" x 2' x 0.044" S-3 DETAILS
2 x 3: - ------------------------------2" x 3" x 0.050" S-4 DETAILS
2 x 4:---------------------------------------2" x 4" x 0.050"
2 x 5:---------------------------------------2" x 5" x 0.050"
3 x 3:---------------------------------------3" x 3" x 0.125„
OPEN BACK SECTIONS
l x 2:---------------------------------------- 1" x 2" x 0.040„
1 x 3:---------
-----------------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS:
----------------------------2" x 2" x 0.045"
2 x 3 SMS:
---------------------------------2" x 3" x 0,072"
2 x 4 SMS:---
-------- --------------- 2" x 4" x 0.045"
3 x 3 SMS:---------------------------------
3" x 3" x 0,090"
SELF MATING (SMB
2 x 4 SMB:--------------------
2" x 4" x 0.044" x 0.100"
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"
TUBE SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.090„
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 01/19/2022
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
ALL WORK,' HALL C(.MPLY' WITH PV4-1,b! 'job# 22_0119_264
'�.r NG CC)DE, PROJECT ADDRESS:
NrI JO ,ODE,NAZARI11
AND D, JVpwH 1
3181 KRESTER BROOK LA
RDINAII ES ZEPHYRHILLS, FL 33540
MY
R . 7 i W CONTRACTOR:
_ PATRIOT SCREENS, INC.
EX 1 r
xP � �, , ...,....:..
,�N„ PLAN ED MINER i
NOTES
S-1
_ I —x
7" S.G ATTACHED TO FASCIA
2X3
CN
II II
II II
2x2D,1
III II
0I - o AIDI
2X4 - i l0 3"X48"XO.024" (1) LB FOAM I
�y I IW i COMPOSIt PANEL ROOF MIN. I
X N IA SLOPE PER 1'
uj
InIz
I
SBF; rtIIIIII ---;---S—S --3
P!'E ------------ —.2X-3P --GE;BM1X -----
INTERMEDIATE WALL3-2 -----=---- ----'�IIIIII
----------- ----
36'-0"
2'-0„
I
d-
S-3
I
Ln
Ln
1
N N�
F N S�
. ,
OF
�.OP09
10N
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.D.A.-#29054
DATE: 01/19/2022
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 22-0119_264
PROJECT ADDRESS:
NAZARIB
3181 KRESTER BROOK LAN
ZEPHYRHILLS, FL 33540
FLOOR PLAN
UPRIGHT�w��e
I SECONDARY ANGLE MINA �����
(4) 410 X 3/4" SMso
0.125" THICK (NOT t. it
REQUIRED FOR 2X3
ALUMINUM RISER PAN FASTENING SECONDARY MEMBER) ® �g '
ANGLE TO COLUMN (TY N
EACH SIDE)
PRIMARY 2" X 2"
41.2 SMS W/ 1" 0 NEO-WASHERS (4) #12 SM5 W/ 3 f 4" i X 0.125" ANGLE ® u-
@ 8" O.C. USE SCREW LENGTH (B) - CONCRETE SCREW
( WASHERS PER 12"PANEL (2) #10 X 3/4" SMS FASTENING
EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE �e s�
ANGLE(TYP EACH SIDE) (SEE
THICKNESS PLUS (1) INCH) TABLE) p (TYP EACH SIDE) (,
SEE DETAIL C2 FOR � OPTION #1 810
OPTION #2 O 1" X 2" BASE MEMBER*
7 * (TYP EACH SIDE) ��'
ALUMINUM RISER PANS Detail CG (4)#10 x IZ" SMS RECEIVING CHANNEL ANCHOR SPA (1) - CONCRETE SCREW (SEE PROFESSIONAL ENGINEER SEAL
INTO SCREW OR ANGLE EA. SIDE (typ) (MIN) (TYP)(SEE TABU)
BOSSES (.0625" THICKNESS) d TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4" 0 CONCRETE T
3" (MIN)SCREW ANCHOR @ David W. Smith P.E.
24" O.C. BETWEEN COLUMNS
i FLORIDA LICENSE: 53608
I
2"X2" OR 2"X3"
(2) #10x 3/4" SMS
(2) - 3/8" 0 MACHINE i
OPTIONAL 1" X 2" FASTENED
PURLIN OR GIRT
(ryp) EA. LEG)
BOLTS WITH 3/4"
i
TO COLUMN WITH (2) #10 X 2"
(TOTAL 6 SCREWS R.C. (8)
WASHERS THROUGHi
SMS INTO SCREW BOSSES
SCREWS ANGLE EA.
POST AND EDGE BEAM
AND FASTENED TO EDGE
CONNECTION)
BEAM WITH (1) #10 X 1-1/2"
i
( SMS WITHIN 6" OF COLUMN
CONTINUOUS EDGE BEAM
AND @ 12" O.C. MAX
K
POST
PURLIN
OR GIRT TO BEAM OR POST DETAIL
NOTE; EDGE BEAM (SEE SHEET S-2 FOR SIZE)
SHALL BE ORIENTED IN DIRECTION SHOWN.
S-3
SCALE: NTS
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min, Spa
2x3-1/4"
0
0"
2x4-1/4"
1
3"
2x5-1/4"
1
3"
2x6-3/8"
1
4"
2x7-3/8"
1
5"
2x8-3/8"
2
3"
2x9-3/8"
2
4"
2x10-3/8"
2
4.5"
NOTES: (TYP EACH SIDE) 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL. BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS, ALL SCREW
�g Max1
Myron MNeal lY eal P.E.
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 86663
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
Joel Falardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER,
Erik Stuart P.E.
4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
B� Plans tLnglneering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
Services, Inc,
-3 SCALE: NT$
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
6272 Abbott Station Dr. Unit 101
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
Z.ephyrhills, FL 33542
S_3 SCALE: NTS
Ph# (813)788-5314
Fax# 1.-(866)824-7894
E-mail-erb@fbcptans.com
Website-www.fbcplans.com
i
C.O.A.429054
i
HINGE LOCATION
EXISTING HOST STRUCTURE
DATE: 01./19/2022
DRAWN BY: ST
BREAK FORM HEADER OR
2" x 2" EXTRUSION Z" x 2"EXTRUSION
RECEIVING CHANNEL
REVISION: DATE:
EXISTING MASONRY
RO 1
WALL GROUTED
HINGE LOCATION DOOR
#10 SMS AT EACH RISER
SOLID
@ CONNECTION8"
RO 2
FOR PAN OR #1.0 SMS @
O O
O.C. FOR COMPOSITE PANEL
RO 3
00
R04
SOLID ROOF
0 X 2-1/2"
JOb#z2_0119_264
MA
MASONRY SCREW 3"FROM
2"x—ENDBEAM END&@24"O.C.
PROJECT ADDRESS:
(SEE SHEET S-2 FOR SIZE)
HINGE LOCATION
NAZARiO
2" x 2 " x 1/8" x BEAM DEPTH"
3181 KRESTER BROOK LAN
RECEIVING CHANNEL
ZEPHYRHILLS, FL 33540
NOTES: �
W/ (1) 1/4" x 3" CONCRETE
1"X2" OPEN BACK
1. HINGES SHALL BE ATTACHED TO STRUCTURE W (4 #10 x 5 8" SMS MINIMUM.
�
#10 SM @ 8" O.C.
1-1/4'
ANCHOR INTO WALL &
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM.
FOR COMPOSITE PANEL
[MIN)
4 #10 x 3/4" SMS EACH
O
SIDE INTO BEAM
CONTRACTOR:
3. HINGES SHALL. BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
(4) #10 SCREWS PER 12°
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMSBOTTOM @ 12" O.C. AND WITHIN 3" FROM
WIDTH CONNECTING
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
PATRIOT SCREENS, INC.
END OF THE UPRIGHT.
PAN To HEADER (
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OR BACK OF PAN
OF MASONRY ANCHOR SCREWS.
�I
(2) #12 X 2" SCREWS PER 12" WIDTH CONNECTING
S2
F
HEADER OR CHANNEL TO FASCIA.
END BEAM TO HOST STRUCTURE DETAIL
TYPICAL SCREEN DOOR CONNECTION DETAIL
S1
3 SCALE:NTs
S
_ SCALE: NTs
ROOF PANEL TO FASCIA CONNECTION DETAILS
DETAILS
S-3 SCALE:NTS
B
000
(4) - 3/8" 0 CONCRETE NOTE:MINIMUM EMBEDMENTOF ANCHORS INTO
-'
SCREW WITH 2-3/4" CONCRETE FOOTING SHALL BE 2 3/4" AT ALLm
�p 4
EMBEDMENT (MIN EDGE POST LOCATIONS. ALL SCREW LENGTHS AT POST
DISTANCE FROM DECK CONNECTIONS SHALL BE OF SUFFICIENT LENGTH
r�
® 0. a21`
0
EDGE=3° FOR REQUIRED EMBEDMENT INTO CONCRETE
_ _
_
7
F% FT_
FOOTING WHEN A PAVER DECK IS PRESENT.
SPACING 4')
"
0 s
I
Z'1�
1/4"Ox2"-1/2MASONRY ANCHOR
IF WOOD SUBSTITUTE IDENTICAL
WOOD SCREW OR LAG 6' FROM
TOP & 24" O.C.
PER PLAN (H) (HIT)
/++�
(H) -3/8' 0 MACHINE
"OV, 0 ",
', ,' ®� ®9
®'
&BOTTOM @
BOLTS WITH WASHERS () ()
nn ruin ui rtv o in" cnrtc 6' X 6` 3 6,
�� ON
.�A &.
f 1"12"OPEN BACK "1 TOP VIEW `
I
(MIN. EDGE DISTANCE 7. 3"xKx 0.125 ANGLE (EXTERNAL, PROFES51 A NGINEER SEAL
MIN. SPACING= 2") OR INTERNAL) OR 0,125" ENGINEER OF RECORD:
RECEIVING CHANNEL 7�
(4) - 3/8" 0 CONCRETE David Y q Y . Smith P.E.
I SCREW WITH 2-3/4" 1" X 2" OPEN BACK ANCHORED
EMBEDMENT (MIN EDGE ALUM. TO CONCRETE w/ 1/4" X 3- FLORIDA LICENSE: 53608
DISTANCE FROM DEC POST 1/2" MASONRY ANCHOR- 6" Thomas L. Hanson P.E
EDGE=3" 6„ MAX EACH SIDE OF POST AND
MIN SPACING 4") 24" O.C. MAX FLORIDA LICENSE: 38654
Y I X2"OPEN BACK — — — — — — — — — — — Myron Max Neal P.E.
-- ----- I
FLORIDA LICENSE: 86663
(2) #10 x 1-1/2" SMS MIN p
THRU SCREW BOSS OF d ,�
1°12"OPEN BACK c d a FLORIDA LICENSE: 70667
Erik Stuart P.E.
OPEN BACK TO HOST STRUCTURE DETAIL 4" (min)
SCALE: Nrs FRONT VIEW FLORIDA LICENSE: 77605
Joel Falardeau P.E.
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 0 SCREW
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. FBC Plans & Engineering
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK
SCREEN MEMBER ON THE FOUNDATION TYP. Services, Inc.
�� 6272 Abbott Station Dr. Unit 101
ALUM. POST CONNECTION DETAIL Zephyrhills, FL 33542
S-4 SCALE: NTs �— Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcp tans. Corn
C.O.A.429054
NOTE: FASTEN #10X4" SMS INTO REC. CHANNEL
FLANGES TOP AND BOTTOM 8" O.C. TYP, OPTION #3 MOUNT RECEIVING CHANNEL
DIRECTLY TO FASCIA WITH (2) 1/4"X 2" LAGS DATE: 01/19/2022
3" RECEIVING CHANNEL @24" O.C. INTO RAFTER TAIL & (1) @ 12" O.C.
ALUMINUM RISER PAN
W/(2)#12 X 1" SMS DRAWN BY: ST
1-1/4" NEOPRENE WASHER @
(4) #12 SMS W/ 3/4" 16" O.C. TO FACE of GUTTER REVISION: DATE:
WASHERS PER 12" PANEL
_ RO 1.
#12 SMS W/1"0 NEO-WASHERS Detail C2______________
RO 2
@ B" O.C. (USE SCREW LENGTH RO 3
EQUAL TO COMPOSITE PANEL OPTION #1 ROOF GUTTER FACE
THICKNESS PLUS (1) INCH)
FASTF,N .040 REC. CHAN. TO 3° RECEIVING CHANNEL W/ RO 4
BACKSIDE OF 2"XH" EDGE BEAM ® ® ® #14 X4" SMS,1-1/4" NEOPRENE (2) 1/4" X 2 1/2" MIN.
SEE DETAIL C2 FOR W/p #10 SMS W/ 3/4" WASHER @ 8" O.C. PER PANELW/OLAG SCREWS @ 24" O.C. JOb# 220119264
ALUMINUM RISER PANS STAGGERED o (� ADDRESS:
10SMS W/3/4" _ _ _ _ _ _....... _ PROJECT A�lIRESS.
INTO SIDE FLANGES ---------------------
UPRIGHTORBEAM - - .. .. _ .. _ - - - - - //�� //gy�pp
® -SNAP ORSELF _ ___ _____ ___-_-__ �f7zf11i�a
g 2X H KICK PLATE MATING OR - - - - - - - - - - - -
I ) ATTACHED TO ALUPILiUM
® ® EDGE MEMBERW/(1)#SCX HOLLOW - - - - - - - - - -
® ® BEAM 3/4 024"O.C. 3181 KRESTER BROOK LAN
PPLYEDGE BEAM W/ REC. cHANNELs o® o ° ZEPHYRHILLS, FL 33540
0 NOTCHED POST FASTEN .060 REC. CHAN. TO
KICK PLATE ATTACHED 9"0 ALUMINUM MEMBER
UNDERSIDE OF 2X EDGE BEAM SCALE: NTS
W/(4) #10 SMS W/ 3/4" CONTRACTOR:
POST STAGGERED
CONTINUOUS EDGE BEAM W/(2) #10 SMS W/ 3/4" THE HOST STRUCTURE PATRIOT SCREENS, INC.
INTO SIDE FLANGES GUTTER BRACKET @ SHALL HAVE AT LEAST A
NOTE: EDGE BEAM (SEE SHEETS-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. BEAM & @ 24" Q.C. 2 A4" FASCIA AND ROOF
REC. CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP. TRUSS SYSTEM.
CONTRACTORSHALL
rS SUPER GUTTER [VERIFY THIS AND IF
3
OOF PANEL TO EDGE END BEAM CONNECTION ALT. DETAIL SMALLER- CONTRACTOR
S-4 SCALE: NTS SHALL BRING STRUCTURE
OPTION #2 ROOF ON GUTTER LIP UP TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 2'-0" DETAILS
S OVERHANG.
OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAIL
S-3 SCALE: FITS S-4