HomeMy WebLinkAbout20-314 _ r
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City of Zephyrhills PERMIT
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5335 Eighth Street
Zephyrhills, FL 33542 BAR-Q 314-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue ate: 07/15/2020
Permit Type: Add/Alter (Residential)
Property Number Street Address
05 26 210070 00400 0140 6623 Paden Wheel Street
Owner Information Permit Inform tion Contractor Information
Name: HAROLD&TARRAHMATTIE Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
ATCHANA Class of Work:Add/Alter Residential
Address: 6623 Paden Wheel St Building Valuation:$5,135.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: Mechanical Valuation:$0.00 `
Plumbing Valuation:$0.00
Total Valuation:$5,135.00
Total Fees:$98.52 (�
Amount Paid:$98.52 "I
Date Paid:7/15/2020 11:34:57AM
Project Description
CONSTRUCT 8 X 19 SCRN RM/EXIST SLAB
Application Fees
Building Plan Review Fee $32.84 Building Permit Fee $65.68
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
City of ZephyrhilIs
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 0 4 5C
Date Received: 0 130T,0 -),0
Site: 66 d,,, (41 A ee
Peanut,Type:
Approved Who comments:El Approved w1the below comments: 0 Denied w/the below comments: n
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
E13-780-0020 City of Zephyrhills Permit Application Fax-013-780-0021
Building Department Q�
Date Received Phone Contact for Permitting N�3 Ire -
[[[[!!r[ dT !!!!!
Owner s Name aq fj /r/rr ,, Owner Phone Number
Owners Address &6dc3 AAaI�N W L Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address / ' /-c �
JOB ADDRESS A��� lj ooe,,AJl�U p (�LOT#
SUBDIVISION r/V{/l�YNp �N, PARCEL ID# �26—Z/-66 D'Ot7/0o— D/ b
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
Er INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK
7 �g0 FRAME = STEEL Q
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE ��� HEIGHT
UILDING $ C�?.' VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY saw" .J-/JG'
SIGNATURE ) (� REGISTERED Y/N FEE CURREN Y/N
Address / (,(E License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
.!!!!l.11<.!!!.!!![.!.!!!!!!i!.!!!_!!!!!!!!.I!!!Cl.I!-!!!.!!1! !!!!!!!.!!!gas 199ts.7
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater 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.(AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS.The undersigned understands thatthis pemutmay be subjectto"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 mustbe paid pdorto receiving a'certificate ofoccupancy"or final power release.Ifthe projectdoes notinvolve a certificate ofoccupancy 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 I,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
CONTRACTORWOWNER'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..)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.
l understand that the following restrictions apply to the useof 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[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,after,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 NQXICE OF COMIMENCEMENT-,
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Su b d and sworn (or affirmed efore�e this
by u ,7 by �AAO(,% 3?1b1
Who istare personally known to me or has/have produced Who fs/are pe golly known to me or ha ave produced
as identification. li asi3britificatilon.
Notary Public Notary Public
Commission No. Commission No.
Y
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
CARLOS MALOONADO
' Commission#GG 346275
ter. :, Expires June 18,2023
'''4Foc"OP' BondedThruTroYFafnlnsurance800385dOtB
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INSTR#2020104127 OR BK 1 O 1 28 PG 271 7 Page 1 of 1
06/30/2020 11:52 AM Rcpt:2177199 Rec:10.00 DS:O.OD IT:0.00
Nikki Alvarez Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID NoO5--dG,— 1-0070 W60-Ul/0
/ NOTICE OF COMMENCEMENT
State of l�g1Xij0- County of PRsco
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter T13,Fbdda$(elutes,
the following Information is provided in this Notice of Commencement OS-�(Q-o2f-PO'70 Q5r/CC�-OUor(OW3 [.hea!5r
1. Description of Property:Parcel Identification No.S(jvtwA,ft -1J.S Ogva7gprstAa3±jM9.7 &09d1ac.("y�drl�
Street Address: 0Orr'f. PA4d �"l l S i
2, General Desafpflon of improvement A P i !9'SfiW J1Za.,_. y'r y J+ aJ Pact tfi
�ieao:�.3.�3t�b
_ -3 Z7Tme"r r armation oZassee rdo�rmauon if the lessee contra Gad for the Improvement.
.. �y}QDlc� ��f42l�Xrr ,,,j}TG�{+4•dA•
Address City state
Interest In Property:
L
Name of Fee Simple Titleholder w
(tt dfiferent from Owner listed above) •s
o L
L (y
Address /)rT' , City State a 0
a. Contractor. P 1 b a�uUtAr_5 '
V co O z: i
i? C j 2 r mot{i f_s i=C 73t�(6 m rim a c c� C
Address L� n ,/ry City --• State. ty UCD � 0 @ CV vO
Contractors Telephone
S. Surety. /y D+?r p
Name C "0 +• Cr
z (D e
Address City State 00 A U W m
Amount of Bond:b 11 Telephone No.: ny oa rn ro
8. Lender. i� N o
a 3
Nam_"a t' a U-0 a O 0 M,
.....,Address......._.....•. _. -... .�_.....:Qay-.-:,..._..:_...... .-.- .. .._State ..._. 4' Cam? U Q �� 05
v G
. Lender's Telephone No.: _. _ - � O a d > 0
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by �®, y d O
Section 713.13(1)(a)(7),Florida Statutes: W m 2 U
m
otlA� v1t 03 za m
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates /J4- of
to receive a ropy of the Lienors Notice as provided In Section 713.13(l)(b).Florida Statutes. w tf
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final pay�men�tO to the 0
contractor,but will be one year from the date of recording unless a different date Is specified): /n "+c¢lArdr'�� ice" �✓
0 : a
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 NOTICE OF COMMENCEMENT MUST BE ' a 0?
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT o R.
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. �I'
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO f
Signature.of Owner or Lessee,br Owners or Lessee's Authorized lT3
OffloviDirectoNPanner/Manager
y} Signatory's T' Offlce
The foroanina IrmbuneM was ocrmowrodaod beforo mo thto Y. des of 2arL,by
es (type of authority,e.g.,officer,trustee,attorney In fad)for
(name.of party on 4ehstt of wh tnstnane t was executed).
Personally Known❑QR Produosd lldeni fication Pl— Notary Signature r�
Type of identtgcation Produced AV- Name(Print} D ! l
#A 3�3"--grw_may 771—c7
CONNIE F.t 0QW
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MYCOAUASSION#GG125181
EXPIRES:o*ber22,2o21
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wpdata@cs/noticecommencoment-pcOS3048
PASCO CCOM Y, RLORIGA. WAY BE DiSCLOSM By A 114z' _CC.JRA__
TITLE SEARCH- ALSO SUBJECT 70 SE75A_-X5
EASEMENTS AND RESTRICTIONS OF RECORD
0
UNDERGROUND FOOTER, STEM WALL. AND
UNDERGROUND UTILITIES ARE NOT LOCATE,-
SHOWN-
DO NOT SCALE THIS PRINT. DIMENSIONS AND
PREPARED FOR&CERTIFIED TO: <_J
NOTES TAKE PREFERENCE.
)
NORTH AMERICAN TITLE CO. L
FIRST AMERICAN TITLE INSURANCE CO DESCRIPTION NOT CONTAINING PLAT BOOK AN
PAGE INDICATES THAT PLAT IS IN PRELIMINAR�
t
HAROLD ATCHANA AND TARRAHMAT ATCHANA 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/FOUNDATIO14
TO PROPERTY LINE,
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
10* UTILITY EASEMENT
PC(P)
LOT 15
BLOCK 4
nR 5/8-
#701.3
S 80'29'24" P&M)
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#7013
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NO 10
LOT 13
BLOCK 4
00 CURVE DATA
I CURVE RADIUS ARC CHORD EARING =DELTA TREE LEGEND: LEGEND:
I cc 337.W '89 i." I N 25-38-11- E 32-16-'57 P)
187.38' -14-32- W 10- 7 P&M) E-00.0 '= EXISTING GRADE
'.iB
I C159 1 337.00 04 30' 2" OAK • LOWEST FLOOR ELEVATIONS:
DESCRIPTION: 3"QUEEN PALM LIVING AREA: 109.40
108-72
LOT 14, BLOCK 4, MAP OR PLAT ENTITLED "SILVERADO GARAGE AREA:ELEVATIONS REFERENCED TO
RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN I' CHINABERRY
NORTH AMERICAN VERTICAL
PLAT BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLIC DATUM OF 1988. MEAN SEA
RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00,00 FT.
x APPARENT FLOOD HAZARD ZONE- 'Y' COMMUNITY. PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992
i
w Project Number: ------
Square Feet: 8183.25 t LENNAR HOMES
LEGEND:
(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, %= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE. CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF I PAVEMENT, ESM'T= EASEMENT,
F-lr= FFNrr CORNFR_ FCM= FOUND ,
CONCRETE MONUMENT. FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND-tiAll. Q!S4(_FPP= FOUND PINCHED
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. R r a
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14XO.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ' k
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. � ' 1
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN xti�
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. s� '
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO ° F
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
v
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SCREEN ROOM ON EXISTING CONCRETE , �
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES r r a
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: I a
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED . 1. ULTIMATE DESIGN WIND SPEED Volt,(3 SECOND GUST): 130 MPH
3/4". 9.ALL FASTENERS SHALL PLANS
COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
2. RISK CATEGORY: I PROFESS €tI1 NEERSEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-0.0 ENGINEER OF RECORD
OTHER ADMDCTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 5. WIND LOADS:
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 20 PSF David W. Smith P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#IOWWM OR 3000
RECOMMENDATIONS. ASTM E 119 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 THE PROPOSED STRUCTURE.
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 7. SOLID ROOFTYPE: 3"X.024 COMPOSITE PANEL FL#7561 OR EQUIV. FLORIDA LICENSE NUMBER:38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
ASTM C94 Myron Max Neal P.E
SPALLING OR OTHER DETERIORATION. ASTM C150
B.MASONRY: ASTM C33
FLORIDA LICENSE NUMBER:86663
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C4926 0
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 C494 Joel Falardeau NUMBER:P.E.
TYPE M OR S MORTAR. ASTM 1 FLORIDA LICENSE 70667
ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) ALUMINUM STRUCTURAL MEMBERS
Erik Stuart P.E.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2 x 2:---------------------------------------2"x 2"x 0.044"
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3x2:---------------------------------------3"X 2"x 0.050"
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" FBC Plans &Engineering
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL 2x3:---------------------------------------2"x 3"x 0.070"
2.SIM--SIMILAR X4: 2"X4"x0.050"
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2 Services, Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
"4.CONT--CONTINUOUS 2 x 5:---------------------------------------2"x 5 x 0.050" 6272 hills,B.33542
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 5.VIF--VERIFY IN FIELD
0.024"SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: OPEN BACK SECTIONS Phone:(813)788-5314
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE Fax:1-(866)-824-7894
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3: 1"x 3"x 0.045" Website:www.fbcplans.com
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN CODES,LOCAL ORDINANCES,ETC.
2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
iN DRAWN BY: SB
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Snap: 2"x 2"x 0.045" ' ' � �
sat,
CONDITIONS. 2 x 3 Snap: 2" N4
ALUMINUM). x 3"x 0.050" fC)s`11�.., fl , 'I 0 "I; 1`✓ir Ply DATE:6/23/2020
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 Snap:---------------------------------2"x 4"x 0.045" EVA/Li�
SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PRESSURE CONTRACTOR.4.ALL DETAILLSON THESE DRAWINGSARE ENGINEERED BASED SELF MATING (SMB) �R i�ANCEss zsp� I Ro1
ALUM
INUM UMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" ��THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. RO 2
USING#12 SPACING MAYBE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x5 x 0.050"x0.118
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 8 SMB: 2"x 8"x 0.072"x 0.224" RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" L+
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" C/ , WO.47F. J/, PROJECT ADDRESS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME P t r N 3
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUTA MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR �'V � ATCHANA
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL �/JI
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 6623 PADEN WHEEL ST
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. r[ ZEPHYRHILLS FL 33S41
FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. CONTRACTOR:
3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
PATRIOT SCREENS INC.
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
4 xf
- 0�����g SCR ���`/•��� _�
_ �' I'IESSIDNAEGIN& >��SEAL
, ENGINEER OF RECORD
b 11 0/ David W.Smith P.E.
` � dY . t FLORIDA LICENSE NUMBER 53608
�.. "' n 111 Et
� � t • Thomas L.Hanson P.E.
, , ra� J w� _ - ") �}" FLORIDA LICENSE NUMBER:38654
Y__ �__ __� , �__,� �. 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.
A 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
1 Phone:(813)788-5314
h Fax:1-(866)-824-7894
Website:www.ibcplans.com ..
I.
?( N C.O.A.-#29054
m+ x DRAWN BY: SB
m DATE: 6/23/2020
REVISION: DATE:
t + RO1
R02
RO 4
PROJECT ADDRESS:
ATCHANA
6623 PADEN WHEEL ST
ZEPHYRHILLS FL 33541
CONTRACTOR:
PATRIOT SCREENS INC.
PATIO COVER
TIRTATT C
3"ALUM.HEADER -- I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
.060 MIN. COMPLIANCE WITH ASCE 7-10,
FASTEN 1X2X.044"TO ALUM.UPRIGHT &FBC 6TH EDITION
#10 SMS @ 8"O.C.FOR W/#12X11"SMS WITHIN 3"FROM ENDS&@
COMPOSITE PANEL 12"O.C. 1 fe
FASTEN COMPOSITE PANEL TO BEAM WITH
'COMPOSITE PANEL ROOF #10 TEKS WITH 1-1/40 NEOPRENE WASHERS 1'X2"OPEN BACK ..
" E'
13"X48"COMPOSITEPANEL ' s
@8"O.C.PER PANEL(USE SCREW LENGH EQUAL
TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.)
s.F� •
ai
t3
• mesas
t I (
ALUM.POST PER PLAN
(4)3/8"THRU BOLTS,WASHERS, 2X8 SMB PER PLAN
FOR COMPOSITE PANEL AND NUTS,CORROSION RESISTANT, I
TYPICAL ALUMINUM POST PER PLAN 1"X2"OPEN BACK
(1)1/4"X 2 1/2"MASONRY ANCHOR _
24"O.C(2)ROWS STAGGERED (2)#10x1-1/2"SMS MIN PROFESSIONAL ENGINEER SEAL
INTO HEADER OR CHANNEL TO HOST COMPOSITE ROOF, POST AND BEAM CONNECTION \\��
THRU SCREW BOSS OF
(2")MINIMUM IMBEDMENT 1"X2"OPEN BACK ENGINEER OF RECORD
COMPOSITE PANEL ROOF TO BLOCK WALL CONNECTION DETAILS OPEN BACK TO ALUMINUM POST DETAIL David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
UPRIGHT
1/4"0 SECONDARY ANGLE MIN Thomas L. Hanson P.E.
Concrete Screw 0.125"THICK(NOT FLORIDA LICENSE NUMBER:38654
Column Anchor (SEE NOTES)#10 X 3/4"SMS REQUIRED FOR 2X3
Size FASTENING SECONDARY
,//
B Min.SP a ANGLE TO COLUMN(TY MEMBER) EDGE BEAM PER PLAN Myron Max Neal RE
2X3 0 I 0" EACH SIDE) PRIMARY2"X2" 2XALUM.
2x4 1 3" X 0.125"ANGLE EXISTING MASONRY FLORIDA LICENSE NUMBER:86663
WALL GROUTED
(B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING SOLID
ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE @ CONNECTION
ANGLE(TYP EACH SIDE)(SEE 0 (TYP EACH SIDE) 100 2X ALUM.UPRI HT Joel Falardeau P.E.
TABLE) N 0 77 PER PLAN FLORIDA LICENSE NUMBER:70667
3/8, 0 1"X 2"BASE MEMBER 00
Concrete Screw EACH SIDE)
1/4"0X2-1/2" DOOR Erik Stuart P.E.
Column Anchor ANCHOR SPA (1)-3/8"0 CONCRETE SCREW END&@ 24C MASONRY EW 3"FROM FLORIDA LICENSE NUMBER:77605
J ___________
Size B Min.Spa (MIN)•(TYP)(SEE TABU ANCHOR INTO PRIMARY 2"x_END BEAM
2X5 1 3" ANGLE AND @ 1/4"0 CONCRETE (SEE SHEET S-2 FOR SIZE)
2x6 1 4" 3"(MIN) SCREWANCHOR@
2x7 1 5" 24"O.C.BETWEEN COLUMNS 2"x 2'x 1/8"x BEAM DEPTH"
2x8 2 3" (TYP EACH SIDE) RECEIVING CHANNEL FBC Plans &Engineering
2x9 2 4" 1.UMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR W/Cl)1/4"x 3"CONCRETE OPEN BACK g g
2X10 2 4.5" ANCHOR INTO WALL& Services,Inc.
INTO THE 1X2. (4)#10 x 3/4"SMS EACH 1X ALUM. N BACK
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT SIDE INTO BEAM 6272 Abbott Station Drive Unit 101
LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED Zephyrhills,fl.33542
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW TYPICAL SCREEN DOOR CONNECTION DETAIL Phone:(813)788-5314
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE 5-1 NOTES PAGE. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT SCALE:NTS Fax:1-(866)-824-7894
OF MASONRY ANCHOR SCREWS.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: Email:erb@fbcplans.com
5.FORA 2X4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. Website:www.fbcplans.com
2"X2"X2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS END BEAM TO HOST STRUCTURE DETAIL 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. P
C.O.A.-#29054 DRAWN BY:SB
FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) SCALE:NTS 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
(4 TOTAL SCREWS ON EACH SIDE OF POST) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM DATE: 6/23/2020
POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT.
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) REVISION:
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION
SCALE:N.T.S. RO 1
R0 2
(2)-3/8"0 MACHINE OPTION#1
BOLTS WITH WASHERS RO 3
OR(4)#14X 3/4"SMS SQUARE POST
EA.SIDE PER PLAN (4)#10 x 1 34"SMS OPTION#2 RO 4
INTO SCREW BOSSES
11 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES PROJECT ADDRESS:
(4) 3/8"CONCRETE SCREWS(INTERNAL)
2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL ATCHANA
W/2-3/4"EMBEDMENT,3"MIN.EDGE DISTANCE MEMBER OR EXTERNAL RECEIVING
NOTE:MINIMUM EMBEDMENT OF 6623 PADEN WHEEL ST
CHANNEL W/(4)#10 X 3/4"INTO
° 4 INTO BEAM OR UPRIGHT.(2)#10 ZEPHYRHILLS FL 33541
ANCHORS INTO CONCRETE FOOTING SHALL
° a ° BE 2-3/4"AT ALL POST LOCATIONS.ALL X 3/4"EA.LEG INTO GIRT OR
d d SCREW LENGTHS AT POST CONNECTIONS PURLIN-(0.062"ANGLE CLIPS w/
c I A a SHALL BE OF SUFFICIENT LENGTH FOR (2)#10 x 3/4"SMS EA LEG) CONTRACTOR:
REQUIRED EMBEDMENT INTO CONCRETE
FOOTING WHEN A PAVER DECK IS PRESENT. UPRIGHT OR BEAM-SNAP PATRIOT SCREENS INC.
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW OR SELF MATING OR
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. HOLLOW SCREEN ROOM
PURLIN OR GIRT TO BEAM OR POST DETAIL
POST CONNECTION TO CONCRETE DETAIL (TOP OR BOTTOM) DETAILS
SCALE:NTS