HomeMy WebLinkAbout21-2769'"'ity of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-002769-2021
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 1 11 11 1 i i I I l F I I I I i I I i
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accord�mce with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
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INSTR#2021192110OR BK10434PG2278 Page 1 of 1
09/09/2021 03:04 PIVI Rcpt: 2349771 Rec: 10.00 DS: 0.00 IT: OM
Nikki Alvarez�Sowles, Esq., Pasco County Clerk & Comptroller
le'l';44 RiwS
Permit 140, Parcel to No
NOTICE OF COMMENCEMENT
State Of LAD Q— Ya % Q, County Of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain raw property. and in accordance with Chapter 713, Florida Statutes,
the following Irtfonnation is provided in this Notice of Commencerne
2/I. Descrotk>nofPmp": ParcelldentifcationNo. 0eo-.00D
Street Address: t ;=k, -\11
2. Garters[ Description at tryiproventent
3. Owner Information or Lessee information If the Lessee contracted for the
Name of Pee Simple'rdetolder.
(If different from Owner listed above)
Address state
4. Contractor
Contractor's Telephone No.:
S. Surety:
Name
Address City
Amount of Bond: E Telephone No.:
6. Lender.
State
Name
Address city state
Lenders Telephone No.:
7, Persons within the State of Florida designated by the owner upon whom notices or otheir docurrients may be served as provided by
Section 713.13(1)(aX7), Florida Statutes:
Address City State
Telephone Number of Designated Person:
8, In addition to himself, the owner designates — Of —
to receive a copy of the Lienor's Nobw as provided in Section 713, 1 3(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9, E)Orafion dale of Notice of Commencement (the expiration date may not be before the corripletion of constftiction and final payment to the
contractor, but will be one year from the date of recording unless a different date is spediled):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMEENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE Of: COMMENCEMENT,
Under penalty of perjury.)
that I have lead the foregoing notice of and that fads stated dwitin are true to the best
of my knowledge ?sdare
t'N
STATE OF FLORIDA
COUNTY OF PASCO
Signature ofA*ner or �L . ors or Lessees
"IT
JPartne
iz
sowtofys Tille/office
The foregoing instrument was aduloWledged before me this 2.' 't;sQz 20._zjW'Ax'0
as (Ve of autlicirity, e.g., ofter, trustee. saw" In fact) for
iN 0 01
. . . . . . . . . . .
M Ell State f Florida, County Of Pasco
This is to certify that the foregoing is a
true and correct copy of the document
on file or of public record in this office,
ss my hail end official seal this
1<I Q,� x day of 2
Nikki Alvarez-Sowle , sq., Clerk & Comptroller
g �.. Pasco County rida
By / Deputy Clerk
Contrart Page No. of Pages
SUN STATE 1 ,1
6154 Fort King Rd.
PHYRHILL , FL 33542
SuBMiD}jkO
ONE
DATE } �'!,
..
'AL" ,..6 �
STREET q ,
JOB NAME �.
§ a
\§yam rurx.. T
Cti T{tTE and Zr, CODE ` JOB IODATION
ARCHITECT DATE OF PLANS JOB PHONE
areb submitspecifications and estimates for:
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.., ........... .. ..... .. .... .. _... ,:. ,. ,....... .... ,.. ............ .,....., .nUaa.' Avm $ .. l 'ita���k u nv , t P. } ......... ,. ........ . ,.. ....., . ........... ....... ., ,.. , . , .., ..... .. .
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., ., .., .:. ._.. . ......... ... ._..._ ..... .. .. ..........., ,. ,.... ,_... .. ...... , ... ..., ... , . ,. ... _.. ...,.... _.__ ...,, .. ........ ............. , ... ,.. .. ,._........................... , ... __..... .,. _..
z ,
r 11 'f i fiYe'f sh rnateri land lake `&&htplete �n acc ancwith above sp��if�����tc�rj�� f Tnth0 ���n �i#,
ka
t
oilers (i;��;,
Payment to be made as follows:..
All unpaid balances subject to 1.6% monthly interest fee.
�}
All material is guaranteed to be as specified. All work to be completed in a workmanlike AutFt an ds` } t "
manner according to standard practicos. Any alteration ar deviation fram abave specificatxrns net re wi � �
involving extra costs will be executed; only upon written orders, and will become an extra t
charge over and above the estimate: All agreements contingent upon strikes, accrdante`
or delays beyond our control. owner to carry fire, tornado and other necessary'insull ter Note. This proposal may, be
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
cre to ce o Contract— The above prices, specifications ""A
and and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified.' Payment will be mane as outlined above.
Date of Acceptance: Signature
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received I t� — ' ",� C) I Phone Contact for Perm
Owner's Name U Miti-LI 7 ;.-L Owner Phone Number
Owner's Address wuJ.'i Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS Y LOT #
SUBDIVISION PARCEL I D#
I
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR = ADD/ALT SIGN 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK L �p LL_ L __ e_1 _L Ale _6 - 2-
BUILDING SIZE X� SO FOOTAGE[= HEIGHT
=BUILDING $ & VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
VALUATION OF
=MECHANICAL MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y 1 N FEE C6RREN / N
Address License# 71
ELECTRICIAN�� COMPANY
SIGNATURE REGISTERED LYLN_j FEE CURREN I Y/N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED L_YI_N _J FEE CURREN I YIN
Address E License #
L
MECHANICACA== FIE URRE1 =Y/ N
SIGNATURE L REGISTOMPEN RED
Address License#
OTHER COMPANY
SIGNATURE REGISTERED LY_L N _J FEE CURREN I YIN
Address License #
I I I I I I I I I I I I I Iconstruction,
lefilolI I I I I I I I I I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new constlu n,
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 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)
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/FootagO)
Driveways -Not over Counter if on public roadways..needs ROW
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 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'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, WaterfWastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland 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 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 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 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.
FLORIDA JU RAT (F.S. 117; P03
OWNER OR AGENT CONTRACTOR
s cribf and sworn I and swo n toeffi AX fifi ed)Oef;owmekis IS n Kb beforehis
2- by U /"
Who is/ae p!a?na1j1 known to me of has/have produced We a personally kn6wn to me or As/have produced'
as identification, as identification.
6*4a-1/Notary Public
Commission No. a
79 Name otpto;Nd. P�VUYMW'Stai. W FWida
P Nancy J Brooks
MY COMMisSion GG 178530
44wfw) Expire 02M812022
CV, &AtL —Notary Public
Commission No. 0 1 ... .. ... ...
Name of taiyp eA'dP %ff btatO Of Florida rC
AnCy rooks
MY Commission 00 178530
Expires02/1&W22
MMEJ
2
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
1000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
1N 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.
S. THE CONCRETE SMALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I; 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.
B. MASONRY:
i. CONCRETE 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".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. 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 TART I -A -
SPECIFICATIONS FOR ALUMIN UM STRUCTURES -ALLOWABLE
STRESS DESIGN" OR "PART I-B SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF TIIF 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 #12 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:
i. 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.
;. ALL CONCRETE SCREWS SHAI-L BE, SI-MPSON, FILL I , RAWL,
TAPCON, REDHEAD, DYNABOL T, OR APPROVED EQUAL_
4. ALL METAL 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
TI IE 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 SMALL 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.
8. 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 EMS, 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.
1. TYP--TYPICAL
2. SIM --SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT-- CONTINUOUS
S. VIE -- 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.
S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED 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. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SMALL 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 TIME 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.
5. SCREENING MATERIAL SHALL BE 1BX14X0.013 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 35', 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
THE REQUIREMENTS OF HUD 3280.105.
DESCRIPTION: SCREEN ROOM & CONCRETE
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 1.10 MPH
2. RISK CATEGORY: I
3. WIND EXPOSURE: B
4, INTERNAL COEFFICIENT: SCREEN ROOM (OPEN STRUCTURE) +/- 0.00
5. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
SCREEN WALLS: 23 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF
ROOF ZONE 2: 12.4/-63.9 PSF
ROOF ZONE 3: 12.4/-87.1 PSF
6. FOUNDATIONS PER "A" OF GENERAL, NOTES AND SITE SPECIFIC DETAIL
7, SOLID ROOF TYPE: 3"x.024" COMPOSITE PANEL, FL 7561 OR EQUIV.
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2:--------------------------------------2"
x 2" x 0.044„
3 x 2:---------------------------------------3"
x 2" x 0.050„
2 x 3:---------------------------------------2"
x 3" x 0.050„
2 x 3:--------------------------------------2"
x 3" x 0.070"
2 x 4:---------------------------------------2"
x 4" x 0.050„
2 x 5:---------------------------------------2"
x 5" x 0.050„
OPEN BACK SECTIONS
I 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"
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„
ALL, / ✓
4
`,,,N 4, r C ✓C
P Y'
,,,.. "� ''� Rr RIlw.F�v.,. F r
�. .Ax -
PH R-55H.')
`'%`T
R
INDEX
S-1 GENERAL NOTES
S-2 DRAWING PLANS & ELEVATIONS
S-3 SCREEN ROOM - DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH-ASCE7-16 AND FBC 7TH
EDITION RESIDE4NTM 41NTAEXI�TING
BUILDIN 'k.
' s
z" r C
r, k
_ ffil 101 IS WiTsM
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, IT 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.O.A. - #29054
DATE:08/07/2021
DRAWN BY: MARK DUNN SR.
( REVISION: I DATE:
RO 1
1901M
RO 4
JOB# - 21_0804_080
JOB NAME & ADDRESS:
TARZIA
39631 DAWSON CHASE DR,
ZEPHYRHILLS, FL 33540
CONTRACTOR:
SUNSTATE ALUMINUM
ENGINEERS NOTES
S' 1
PROPOSED 3"x.024" COMPOSITE —�
PANEL ROOF, FL 7561 OR EQUIV.
1'-0" O.H.
HOUSE O.H.
FASCIA ATTACH
2x3 EDGE BEAM
2x3 END BEAM
EXISTING m m cn
BLOCKco
N
HOUSE I
2x3 TYP
10 TYP
4 CONC. SLAB w/8x8 FOOTER
5'-01, 5'-0°
SIDE ELEVATION
1
EXISTING BLOCK HOUSE ! !
I !
I
------------------ I� f
HOUSE O.H.
FASCIA
�
( I
la
I PROPOSED I
0
o
SCREEN
ROOM
�
0 I
I I
I
I
2x3 TYP.-----
L — — — —
._.._..s..— 2x3EDGEBEAM
FYP
12'-0"
xlN
I
PROPOSED Yx.024" COMPOSITE
PANEL ROOF, FL 7561 OR EQUIV.
c»
x
cv
m
x
cat
2x3 TYP
20 EDGE BEAM
m m
x x
:v cat
�
1
-_____ .
i
I
1x3 TYP
.
4" CONC.
4'-6"
SLAB w/W
3t 0,
FOOTER
4'-6„
\— KICK PLATE TYP.
FRONT ELEVATION
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-16 AND FBC 7I`H
EDITION RE I WTA iNQI EXISTI13G
BUILDING , e 0.
¢
m
ENGINIE`I-CORD:
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, H. 33542
Phone:(813)788-5314
Fax: 1- (866)-8 2 4- 7 894
Website: www.fbcplans.com
C.O.A. - #29054
DATE:08/07/2021
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
TARZIA
39631 DAWSON CHASE DR.
ZEPHYRHILLS, FL 33540
CONTRACTOR:
SUNSTATE ALUMINUM
PLANS & ELEVATIONS
-
ig
#10 TEK SCREW W/ 1-1/4"0 NEO-PRENE
EXISTING HOST STRUCTURE WASHER @ 8" O.C. PER PANEL (USE
I SCREW LENGTH EQUAL TO COMPOSITE
r— .060 MIN. HEADER I PANEL THICKNESS PLUS 1" MIN.)
#10 SMS @ 8" O.C.
COMPOSITE PANEL ROOF 2x SMB PATIO
< EDGE / END BEAM PER PLAN
2x2x. 1 25x BEAM DEPTH
#10 SMS @ 8" O.C. ANGLE w/(3) #1 Ox3/4" EA. LEG
1/4" X 2" LAG SCREWS (2) ROWS
STAGGERED @ 24" O.C. CONNECTING
HEADER TO FASCIA/TRUSS
COMPOSITE PANEL ROOF TO FASCIA
CONNECTION DETAILS
OPTION #2
0 ' 062" MIN.ALUM. INTERNAL OR
EXTERNAL RECEIVING CHANNEL
OPTION #1
W/ (4) #10 X 3/4" TEK SCREW
INTO BEAM OR UPRIGHT AND
(4) #10 X 1-1/2 i
(2) #12 X 3/4" TEK SCREW EACH
TEK SCREW INTO
LEG INTO 2X2 OR 2X3 GIRT OR
SCREW BOSSES
PURLIN OR (3) #12X3/4" TEK SCREW
I
I EACH LEG INTO 2X4 GIRT OR PURLIN
2"X-- PER PLAN I
u—
2"X PER PLAN
0.060" MIN. ANGLE CLIP--/
W/ (2) #12 X 3/4" TEK UPRIGHT OR BEAM,
SCREW EACH LEG FOR I I SNAP OR SELF MATING
2X2 OR 2X3 & W/(3) I I OR HOLLOW
#12X3/4" FOR 2X4
OPTION #3
CHAIR RAIL AND GIRT CONNECTIONS
2X— END/EDGE BEAM
PER PLAN
IAN
BLOCK WALL
j?0
— — — — —
1/4"0 X 2" MIN. EMBEDMENT
J/
SONRY ANCHOR 6" FROM
2" X 2" X 1/8" X'BEAM DEPTH,
LTO P AND BOTTOM AND 24" O.C.
.060 MIN. RECEIVING CHANNEL
W1 (1) 1/4"0 X 2" MIN. EMBEDMENT t sm
MASONRY ANCHOR IN TO WALL
W/ (4) #10 X 3/4" TEK EACH -tW--
1X OR 2X
SIDE INTO BEAM
PER PLAN
END/EDGE BEAM TO HOST STRUCTURE DETAIL
11m,91-am
ALUMINUM COIL KICK
PLATE ATTACHED TO
ALUMINUM MEMBER
W/ (1) #10 X 3/4" TEK
SCREW @ 12" O.C.
F � a
COMPOSITE
PANEL ROOF #10 TEK SCREW W/ 1-1/4"0 NEO-PRENE
WASHER @ 8" O.C. PER PANEL (USE
SCREW LENGTH EQUAL TO COMPOSITE
PANEL THICKNESS PLUS 1" MIN.)
2x— PATIO UPRIGHT
PER PLAN
a Wil 011.
wN IDA .1 pielvi a a IDA !I wn a ir"I 1"I lig I ffel I•
11 1 "I —UPRIGHT OR BEAM
ALUMINUM COIL SNAP OR SELF
KICKPLATE 0 MATING OR HOLOW
p T— IF VINYL SIDING USE
MIN. 2x2x.044 VERTICAL
UPRIGHTS, 24" O.C. MAX.
ATTACHED w/2x2x.062 MIN.
ANGLE w/(2) #10x3/4" TEK
SCREWS PER FLANGE @ TOP
& BOTTOM OF UPRIGHT,
ALUMINUM COIL OR VINYL SIDING KICK PLATE
TO ALUMIUM MEMBER
1X OPEN BACK
ALUMINUM
(1) #5 REBAR CONTINUOUS ON
POST
3" CHAIRS, 25" MIN. OVERLAP,
PER PLAN
ALLJOINTS.
FASTEN 1X OPEN
BACK TO ALUMINUM
POST W/ #10 X 1-1/2"
TEK SCREW, 3" FROM
TOP AND BOTTOM
co
AND 12" O.C.
8"
n0-rinki 440
COMPOSITE PANEL ROOF
2x— SMB / PATIO
EDGE/END BEAM PER PLAN
(4) #10 X 4" INTO SCREW BOSS
2x PATIO UPRIGHT
PER PLAN
2X2 MIN.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANALA1,A11TIA ASCe� 7-16 AND FBC 7TH
E SIDENTIAL, ANDP4 NG
. YTI
B'H4.%*G P,
44#
0�
Z)
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
HINGE LOCATION
T < <
Joel Falardeau P.E.
a-= W FLORIDA LICENSE NUMBER: 70667
HINGE LOCATION— Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
HINGE LOCATION
NOTES:
1, HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 X 3/4"
TEK SCREW MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES
MINIMUM,
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4"
TEK SCREW. FASTEN A 1"X2"XO.044"TO UPRIGHT
W/ #12 X 1-1/2" TEK SCREW @ 12'O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
2x3 UPRIGHT
PER PLAN 1-0
3" (MIN.)
PRIMARY ANGLE
2 x 2 x.125"
(2) #12 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
IF 1x2 O.B. USED (TYPICAL EACH SIDE)
OR (3) #12 X 3/4" SMS IF 1X3 O.B. USED
1x2 OR 1X3 BASE MEMBER
(TYPICAL EACH SIDE)
(1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY ANGLE
AND 1/4" 0 CONCRETE SCREW
ANCHOR @ 24" D.C. BETWEEN
COLUMNS. (TYP EACH SIDE)
MIN. EMBEDMENT SHALL BE 2-3/4"
g I ��� 11� gi 1 ,
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, H. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Website: www.fbcplans.com
C.D.A. - #29054
DATE: 08/07/2021
DRAWN BY: MARK DUNN SR.
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
TARZIA
39631 DAWSON CHASE DR.
ZEPHYRHILLS, FL 33540
CONTRACTOR:
SUNSTATE ALUMINUM
W/1x2 OR 1x3 O.B. BASE MEMBER SCREEN ROOM DETAILS
S-3