HomeMy WebLinkAbout20-823 I fill on0
City�of Zephyrhilis P.,E 01 M� NUMBER i"'i
5335 Eighth Street
Z6phyrhills, FL 33542 BAR-0008;3-2020
Phone: (813)780-0020 Fax: (813)780-0021 Issue Qatd!"10/26/2020
Permit Type: Add/Alter (Residential)
'Aj Slp 6-006yi
12 26 210300 00000 0260 39516 9Th Ave
W- Information"_"
Name: ROBLES ISMETTE FELIX Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER
Class of Work:Add/Alter Residential
Address: 39516 9Th Ave Building Valuation:$4,650.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (215)820-8370 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:!$4,650.00 0
Total Fees:$94.87
Amount Paid:$94.87
Date Paid:10/26/2020 9:07:35AM
Project, qrs gr-i ig
A'. —, 41TIAM, 10*ltll
CONSTRUCT SCREEN RM 312.4 FT ON EXISTING CONCRETE
Eees�
A!rRis cat M
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Building Plan Review Fee $31.62 Building Permit Fee $63.25
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.
"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."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
Owner's Name tht {�C((,�' (JL°S Owner Phone Number o2�r' U7
Owner's Address 2yr 33J 7� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number.
Fee Simple Titleholder Address //�
JOB ADDRESS 7��W L l �� „� �L 33s�(�- LOT 7�a�R
SUBDIVISION $ ��`141E f PARCEL ID# oZ-�4"d-I 0.30 0 -Q=V 6.2&
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK/ C��N atitl
BUILDING SIZE 02qlg X SQ FOOTAGE HEIGHT
TI�rTITrITrTPITI"1"1"f°"TIT1"i`TITFTrI"1"T�tTP1Tl��PiTP�TITf�ITFT'7�fT1"1"P'P7�PTTP1�1"pT�
QEUILDING $'y�OSO O v VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ C�'VV "
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
L
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 7 �
. . •—.—.-rP�—it—i—t—.-.;: 1/—�.-....r.—�� / ,,
BUILDER —_ --- — - `1 _; COMPANY �IYI2°(JK/II e! x 775 r Zo /LDS
SIGNATURE y-REGISTERED Y/ N FEE CURREK YIN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK
Address license#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREA I Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREK
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllll111'IIIIIIIIIIIII11111111
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 subdivisions/Iarge 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 dale. 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.
tractions:
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(PlottSurvey/Footage)
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 ],.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,Water/Wastewater 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.
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-NEMSE OF—COMMENCEMENT.
FLORIDA JURAT(F.�: 0
WNER OR AGENT + ( CONTRACTOR `—p
scrib andswy to(or a i me¢ f e met is /Subscrib d and bvy r (oraffirme )befor b
Y 5 -
Wh is/are personally known to me or has/ ave produced _Who is/a a personally knovW rto me or has/have produced
as Identif ation. as Identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
City of Zepliyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 71S 7TC
Date Received: I t .30 A,2,�—o
1 �Site: 3
PermitType: l�Soh I J �S( Y-aa VL,) j914 xf
Approved w/no comments:❑ Approved w/the,below comments: 0 Denied w/the below comments: ❑
? 2 Z
This comment sheet shall be kept itlt"tlie permit and/or plans.
OCT ��
Kal ' 't —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
DISCLOSURE:STATEMENT FOR OWNER
CITY OF ZKPHYRHILLS BUILDING DEPARTMENT
have read and fully understand and
agree to the provisions of this -instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, or will occupy by _ said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City, of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That = the event the Building Inspector shall recImIre corrections to be made,
the owner will assume full responsibility to insure they. are made, and upon
completion will call for a reinsp I ection before proceeding with the building.
5. That the owner shall assume full i responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including rein pectlon
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with 'all City,' State and Federal laws in regard to
social security, workman's compensation, lien laws, etc., where applicable-
8. That -the owner shall comply with :all the safety codes issued by the Florida
Industrial commission.
9. State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that law. The exemption allows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a' commercial building,l! provided your costs do not exceed $25,000.
The building or residence must.be for your own use or occupancy. It may not
be built or substantiallyiiVroved for sale or lease. If you sell or lease a
building you have built or.substanti ally improved yourself within I year after
the construction is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working an your building. it is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. - Any person working on: your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers, compensation for that employee, all as prescribed by law.-
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning regulations.
OWMM,S SXGN&TURE DATE
ADDRESS X.,WJ
PHONE. 00Z 67- qJ 74
WITNESS. PERMIT #
INSTR#2020162267 OR BK 10186 PG 3503 Page 1 of 1
09/30/2020 12:10 PM Rcpt:2209726 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez Sowles,Esq.,Pasco County Clerk&Comptroller
i
�6/Vf
Permit No. Parcel ID No
/ NOTICE OF COMMENCEME
state or 4"on C 4t County of _jg C e
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain reel property,and In accordance with Chapter 713,Florida Statutes,
the following Information Is provided in ids Notlee of Commencement-
1. , ,
66 1. Description of Property:Parcel Identification No. �-.2 L-.2 / — d 300 —(20 a b
streelAddress: ",.4.14 EL 3s ryas
2. General Description of improvement C I'eGH syl
I
3. Owner IMornatlon or Lessee Information Ifthe Lessee contj clad for the Improvement:
a/i� 6/�s
Name `R )k Xk`2 i ��� [ As �..tr 33�
Address ^ city V State
Interest In Property:1--)ACJ/7 p�S
Name of Fee Simple Titleholder.
(if dlterant from Owner dieted above)
Address P6
4. Contractor A1�lJrlirl C ��i / ��S State
9�^`1 "�e i/ Imo- 33 S
dress
Contractors Telephone No.: 0`/f— 3 5 7 l— /7& city State
5. Suraty.
Name
Address City State
Amormt of Bond:$ Telephone No.:
S. Lender.
Name
Address City State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the!owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address CRY stele
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Llenors Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
8. ExpIrstion data of Notice of Commencement(the expiration date may not be before the completion of consWetlon and final payment to the
contractor,but wit be one year from the date of recording unless a different dale Is specilled):
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 1, SECTION 713.13 FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTIC? 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 pedwy,I declare that I have read the foregoing notice that the stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Slgnstrrne of Owner orT
offae,or Owners or Lessee's Authorized
OBkerlmredodP r
Sgnetany�s..Tltlmotriea, !• '7%
The foregoing Instrument was admowledged before me thIs day 9fS eY t .,20_by fri l)YJ
es (type of autihorfiy,e.g.,of car,tnrstee,attorney Infect)for
(name of party on beheN of whom ins ment Yves ).
Personally Known 0 QH Produced Iden cs tlop� Notary Signature ltrJZ
lC2/Irj
Type of Identification Produced 8- /(/uS ame(PAnq Q /I.C![J !'OD S
Notary Pubk Stela of Florida
Nancy J Brooks
My Calurt)sticn GG 178530
wpdataft&to9ceeommencenan(pc053048 ��� EXOM 02/1ll IM
State of 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.
this
Land official�eal tv
Witness my hand and official eal t Is
day of
Nikki Alvarez-Sowles,Esq.,Rerk&Comptroller
Pasco
asco County,FI n a
1887 13Y Deputy Clerk
"OF
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes THIS PLAN AND FOUND IT TO BE IN
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
• A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE, BUILDING �+
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ��,�y �'7®.
MINIMUM.3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE �. rt r•ar•s °
7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT He !
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a)
APPROPRIATE AC!AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER.
THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY °y
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT �° s • ® /)2
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT 7`• s
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY s° r��'
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME Q OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE
Q BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT a
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. o ��Ia a Lo
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 �� • �� • F�
60(60 KS!MIN.)DEFORMED BARS.#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIESa J�?3[Tl;re_g(V�{L�cBftI,}pI1; L
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. DESCRIPTION: SCREEN ROOM
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 13 David W. Smith P.E.
FOLLOWING: G-185. DESIGN DATA:
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". UNLESS NOTED OTHERWISE.
AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
WATER REDUCING AGENT-ASTMC 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas L. Hanson P.E.
CLEAN POTABLE WATER. 3. WIND EXPOSURE: B
ASTM E 119 FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-0.18
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10
S. WIND LOADS:
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Myron Max Neal P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF
RECOMMENDATIONS. ASTM C150 SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:86663
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 COMPONENT&CLADDING PRESSURES:
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF
ASTM A615 Joel Falardeau P.E.
SPALLING OR OTHER DETERIORATION. ASTM A185
6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#lOWWM OR 3000 PSI FIBERMESH FLORIDA LICENSE NUMBER:70667
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
B.MASONRY: 6TH EDITION
i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE:3"x.024"COMPOSITE PANEL ROOF,FL 7561 OREQUIV. Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR. F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans &Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2,SIM--SIMILAR 6272 Abbott Station Drive Unit 101
HEIGHT. 3. UON--UNLESS OTHERWISE NOTED
4.CONT--CONTINUOUS HOLLOW SECTIONS Phone:(8 33542
Phone:(813)788-5314
C.ALUMINUM: 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DATE:09/23/2020
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2x5;---- 2°x 5"x 0.050" DRAWN BY: MARK DUNN SR.
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" RU 1
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
1 x 3:----------------------------------------1' X 3"X 0.045"
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. RU 2
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ONALL INFORMATION DETILSO PROVIDEDIYGS A E CONTRACTOR ENGINEERED BASED SNAP SECTIONS A L WORK SHALL COMPLY WITH PREVAILING RU 3
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20C DES FLORIDA BUILDING CODE,
ALUMINUM). MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045'
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap:---------------------------------2"x 3"x 0.050 TIONAL ELECTRIC CODE, RU 4
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Sna 2"x 4"x 0.045A D THE CITY OF ZEPHYRHILLS
Snap:---------------------------------2"
SEPARATION. ENGINEERING PRACTICES. Ct ALUMINUM DINANCES JOB#-20_0922_358
5. MEMBERS SHALL BE STITCHED WITH NO LESS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: SELF MATING SMB
USING#12 SPACING MAY BE 24"ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"X 4"x 0.044"X 0.100" OCT J O B NAME &ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"X 0.118' a
q qO RUBLES
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" O V L OL
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" REVIEW DATE 39516 9TH AVE.
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"X 0.224" CITY OF ZEPHYRHIL ZEPHYRHILLS,FL 33542
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PLAN EXAMINER
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 6TH EDITION CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. R 4501.17.1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY HOMEOWNER
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD
FLAT WASHERS AND NUTS. CONTRACTOR.
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,BAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED. ENGINEERS
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RES1 i1 ' EXI TING
BUILDI\(k%9
,o.
EXISTING REAR OF BLOCK HOUSE I � -�� ' T2� � S /
BLOCK WALL i ; ,
--------------------------------------------------------------�
FASCIA o ST6� j;// ;�wf
I I At �
IOFlSSiONsI:6NEER$)"AL
ENGIN.. ; It ORD:
I ]David W. Smith P.E.
PROPOSED a p0 FLORIDA LICENSE NUMBER:53608
SCREEN ROOM z I
LI �
Thomas L. Hanson P.E.
N FLORIDA LICENSE NUMBER:38654
Myron Max Neal P.E.
I PROPOSED 3"x.024"COMPOSITE
� FLORIDA LICENSE NUMBER:86663
2x4 TYP. PANEL ROOF,FL 7561 OR EQUIV.
I 1/4" PER FOOT SLOPE MIN.
-------------_________________________ J _____ Joel Falardeau P.E.
2x4 EDGE BEAM - - - - FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
24'-8" 1'-0" O.H.TYP. FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
PLAN VIEW Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,Ii.33542
Phone:(813)768-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
HOUSE O.H. HOUSE O.H. C.O.A.-#29054
PROPOSED 3"x.024"COMPOSITE FASCIA ATTACH DATE:09/23/2020
�,_ PANEL ROOF,FL 7561 OR EQUIV. � DRAWN BY: MARK DUNN SR.
1/4"PER FOOT SLOPE MIN. 2x4 EDGE BEAM i'�
REVISION: DATE:
2x4 EDGE BEAM 2x4 END BEAM RO 1
RO 2
EXISTING '
EXISTING RO 3
BLOCK z IBLOCK R04
HOUSE O N N N N N N N N ' O HOUSE
c0 l , 00
JOB NAME &ADDRESS:
2x2 MIN TYP 2x2 MIN TYP
ROBLES
39516 9TH AVE.
1x2 MIN TYP 1x2 MIN TYP ZEPHYRHILLS,FL 33542
� � NC.EXIST, 4" CO SLAB EXIST.4"6 CONC.SLAB CONTRACTOR:
5-5 5 -5" 3'-0" 5'-5" 5'-5' 6'-4" HOMEOWNER
FRONT ELEVATION KICK PLATE TYP. SIDE ELEVATION
PLANS & ELEVATIONS
[HEREBY CERTIFY THAT I HAVE REVIEWED
#10 TEK SCREW W/1-1/40 NEO-PRENE COMPOSITE THIS PLAN AND FOUND IT TO BE IN
EXISTING HOST STRUCTURE WASHER @ 8"O.C.PER PANEL(USE PANEL ROOF #10 TEK SCREW W/1-1140 NEO-PRENE COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
SCREW LENGTH EQUAL TO COMPOSITE WASHER @ 8"O.C.PER PANEL(USE COMPOSITE PANEL ROOF EDITION RESIDENTIAL AND EXISTING
PANEL THICKNESS PLUS "MIN.) SCREW LENGTH EQUAL TO COMPOSITE BUILDI G�l� 1 1 1�
3"x.060 MIN.HEADER
#10 SMS @ 8"O.C. PANEL THICKNESS PLUS 1"MIN.)
•� u�°��'y�l6Vi' � O° � B�
COMPOSITE ROOF
i° 53 J °
2x SMB PATIO s s
EDGE/END BEAM PER PLAN
2x SMB/PATIO o a •
EDGE/END BEAM PER PLAN ° s a
2x PATIO UPRIGHT (4)#10 X 4"INTO SCREW BOSS S
FESHHIA) INE vEAL
PER PLAN I I I I
2x2x.125x BEAM DEPTH ANGLE II `�'^ ,"• ''3 •"�7�`
w/(4)#10x3/4"EA.LEG 11 II $IT.CORD:
1-1/4" #10 SMS @ 8"O.C. II II
2x PATIO UPRIGHT(MIN) 1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. PER PLAN
CONNECTING HEADER OR CHANNEL TO FASCIA. David W. Smith P.E.
OPTION #1 OPTION #2 FLORIDA LICENSE NUMBER:53608
COMPOSITE PANEL ROOF TO FASCIA COMPOSITE PANEL ROOF, POST,
CONNECTION DETAILS AND EDGE/END BEAM CONNECTION DETAIL E Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2X2 MIN. Myron Max Neal P.E.
OPTION#2 FLORIDA LICENSE NUMBER:86663
0.062"MIN.ALUM.INTERNAL OR HINGE LOCATION
EXTERNAL RECEIVING CHANNEL =¢ =Q
W/(4)#10 X 3/4"TEK SCREW 1X OPEN BACK O 8 O d Joel Falardeau P.E.
OPTION#1 I I INTO BEAM OR UPRIGHT AND IX IX
1 I 2 X 3/4"TEK SCREW EACH ALUMINUM Z)w -d FLORIDA LICENSE NUMBER:70667
(4)#10 X 1-1/2 1 I (2)#12 POST
TEK SCREW INTO 1 I LEG INTO 2X2 OR 2X3 GIRT OR PER PLAN HINGE LOCATION Erik Stuart P.E.
SCREW BOSSES I PURLIN OR(3)#12X3/4"TEK SCREW
EACH LEG INTO 2X4 GIRT OR PURLIN FASTEN 1X OPEN FLORIDA LICENSE NUMBER:77605
BACK TO ALUMINUM
2"X_PER PLAN 1 2"X PER PLAN POST W/#10 X 1-1/2"
______ TEK SCREW,3"FROM ]FBC Plans &Engineering
TOP AND BOTTOM Services, Inc.
AND 12"O.C. HINGE LOCATION 6272 Abbott Station Drive Unit 101
0.060"MIN.ANGLE CLIP UPRIGHT OR BEAM, NOTES: Zephyrhills,Phone:[813)786-5314
I7.33542
W/(2)#12 X 3/4"TEK
I I 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 X 3/4"
SCREW EACH LEG FOR I I SNAP OR SELF MATING Fax:1-(866)-824-7894
OR HOLLOW TEK SCREW MINIMUM. Website:www.fbcplans.com
2X2 OR 2X3&W/(3) 1 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W!(2)HINGES C.O.A.-#29054
#12X3/4"FOR 2X4 MINIMUM.
OPTION#3 1X OPEN BACK TO 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4" DATE:09/23/2020
ALUMINUM POST DETAIL TEK SCREW.FASTEN A 1"X2"X0.044"TO UPRIGHT DRAWN BY: MARK DUNN SR.
CHAIR RAIL AND GIRT CONNECTIONS W/#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM
END OF THE UPRIGHT.
REVISION: DATE:
TYPICAL SCREEN DOOR CONNECTION DETAIL RU 1
R02
ALUMINUM COIL KICK 2x4 UPRIGHT-'.. PRIMARY ANGLE RO 3
PLATE ATTACHED TO PER PLAN 2 x 2 x.125" RU 4
ALUMINUM MEMBERLI;
I i
2X_END/EDGE BEAM (2)#12 X 3/4"SMS FASTENING
W/(1)#10 X 3/4"TEK1 BLOCK WALL SECONDARY ANGLE
I PER PLAN COLUMN TO PRIMARY ANGLESCREW @ 12"O.C. I2 x. x ED) C IF 1x2 O.B.USED(TYPICAL EACH SIDE)(NOT REQ'D IF 1x3 O.B.USED) OR(3)#12 X 3/4"SMS IF 1x3 O.B.USED __________
iiJo JOB NAME &ADDRESS:
(2)#12X3/4"SMS FASTENING 0 1x2 OR 1X3 BASE MEMBER
COLUMN TO SECONDARY ANGLE -• (TYPICAL EACH SIDE) ROBLES
(TYPICAL EACH SIDE) ;;•_•:::'
' '`• (1)3/8"0 CONCRETE SCREW 39516 9TH AVE.
1j 1/4"0X2"MIN.EMBEDMENT 1.
ALUMINUM COIL I UPRIGHT OR BEAM `•
KICKPLATE SNAP OR SELF 2"X 2"X 1/8"X'BEAM DEPTH' MASONRY ANCHOR 6"FROM (1)-1!4"0 CONCRETE SCREW :' . ; ' ' ANCHOR INTO PRIMARY ANGLE ZEPHYRHILLS,FL 33542
TOP AND BOTTOM AND 24"O.C. ANCHOR INTO SECONDARY AND 1/4"0 CONCRETE SCREW
MATING OR HOLOW .060 MIN.RECEIVING CHANNEL ANGLE(TYP EA.SIDE) ANCHOR @ 24"O.C.BETWEEN CONTRACTOR:
W/(1)1/4"0X2"MIN.EMBEDMENT COLUMNS.(TYP EACH SIDE)
I IF VINYL SIDING USE MASONRY ANCHOR IN TO WALL 3"(MIN.) MIN.EMBEDMENT SHALL BE 2-3/4" HOMEOWNER
I • W/(4)#10 X 3/4"TEK EACH IX OR 2X
MIN.2x2x.044 VERTICAL
UPRIGHTS, SIDE INTO BEAM PER PLAN
24"O.C.MAX.
ALUMINUM COIL OR VINYL SIDING KICK PLATE END/EDGE BEAM TO HOST STRUCTURE DETAIL 2x4 UPRIGHT CONCRETE BASE OR HEADER CONNECTION ENGINEERS
TO ALUMIUM MEMBER W/1x2 OR 1x3 O.B. MEMBER NOTES