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City of Zephyrhills PERMIT NUMBER-
'{ 5335 Eighth Street
Zephyrhills, FL 33542 BAR-001366-2021
Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/08/2021
Permit Type: Add/Alter (Residential)
Property Number Street Address
03 26 210120 00000 0360 37110 Foxrun Place
Owner Information Permit Information Contractor Information
Name: DANIEL&JOANNA SMYTH Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
Class of Work:Add/Alter Residential
Address: 37110 Fox Run Blvd Building Valuation:$9,375.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)789-0124 Mechanical Valuation:$0.00 ul
Plumbing Valuation:$0.00
Total Valuation:$9,375.00
Total Fees:$130.32
Amount Paid:$130.32
Date Paid:2/8/2021 11:55:12AM
Project Description
INSTALLATION 16 X 21 SCRN RM W/ROOF EXISTING FOOTERS
Application Fees
Building Permit Fee $86.88 Building Plan Review Fee $43.44
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
813-780-0020 City of Zephyrhills ftrmit Application Fa"13-780-0021
Building Department
F
Date Received Phone Contact for Permitting r7
"P 0 Owner's Name AN ANdA Owner Phone Numbs
Owner's Address 3 Q rox ?"w Owner Phone Number
Fee Simple Titleholder Name F_ Owner Phone Number
Fee Simple Titleholder Address I
JOB ADDRESS 3 q i i o rw '(Zu,,) LOT#
SUBDIVISION Si 1,/L, o PARCELID#103—dto—dj—0 0-0-6=u—03(a.0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 5 ADDIALT SIGN Q Q DEMOLISH INSTALL REPAIR
PROPOSED USE = SFR = COMM OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL
DESCRIPTION OF WORK —,A (.0
BUILDING SIZE SO FOOTAGE I HEIGHTIr
-1E-X7V1" k K JL JE AL IL JL k IL X dL IL-L ft��L -L IL W c x-k e.IL k k JEk IL&IL&L JL IL IL 1L IL q. 11.ME t
i -'LLLL'KI LD IN'G I' VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE O PROGRESS ENERGY W.FLE.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION Q
=GAS Q ROOFING = SPECIALTY = OTHER tJ
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES No
Zee
BUILDER COMPANY E N-r(:z. SC A3�:L NU
SIGNATURE REGISTERED YIN FEE CURREN I Y/N
Address (yCf/q (an.-A TIA'. License#
COMPANY
ELECTRICIAN REGISTERED Y/N FEE CURREN L SIGNATURE _y N
Address License# L_J
PLUMBER COMPANY = I
SIGNATURE REGISTERED Y/N FEE CURREN
Address —1 License#F—
MECHANICAL COMPANY = I
SIGNATURE F REGISTERED YIN FEE CURREN LY/N
Address License#
OTHER COMPANY =
SIGNATURE REGISTERED Y/N FEE CURREN L_KLN J
Address —1 Ucense# F— 1
N'SAW�F9JECE a ALS'lliva.a It a t.M:9*:XWA at-W ts.2irt a I itYEf..€$$1
RESIDENTIAL Attach(2)Plot Plans.(2)sets of Building Plans-,(1)set of Energy Farms:R-O-W Permit for now construction,
Minimum ten(10)working days after submftf date.Required onsite,Construction Plans,Stormwater Plans w/SIR Fence Installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivigionanarge 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 clumpster.Site Work Permit for all now projects.All Commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Directions: ssss sss ff*%11.0sili-liffs4st III fF*4 4 111
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)
Asont(for the contractor)or Power of Attorney(for the owner)woult!Do someone with notarized lefter 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
I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780.0021
Building Department
NOTiCEOFDEED RESTRICTIONS:The undersignedundersfands that this permit may be subject to"deed'restrfctfons'wNch 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 notinvolve 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 Gulda'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 car*that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be In compliance.Such agencies Include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,WaterMastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the state of Florida.
- If the fill material is to be used in Flood Zone °.A in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. if use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If f amthe,AGENT FOR THE OWNER,I promise it 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 perit 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 NOTICE OF COMMENCEMENT_
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR—
Subscribed
and swamto(or affirmed)before me this Sybscrib d� (or of ;�)bef, me the
usc
Who is/are personally known to me orhasfhave produced Who i/s/are,1 ona11y kriiuritalme or has/have produced
as identification. as identification.
r
Notary Public ry Public
Commisoion No. Comm)0ionO.
Name of Notary typed,printed or stamped Name otary type a,printed or stamps
oAa'r,P� J=90GESES
276457 12,20228Insurance 800-3W7019
INSTR#202'1008516,OR BK 10257 PG 3963 Page 1 of 1
01/14/2021 09:36 AM Rcpt:2248870 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clark&Comptroller
NOTICE OF COMMENCEMENT
State of -�i-(ttc�o. County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713,Florida Statutes, the fallowing information is provided in
this Notice of Commencement:
1. Description of Property: ParcelNo.03 a�- -bfr}0- -U3 0 "51110 t�clz `�► -
St1du-okt� PNa-.,- uve..A5 at, PC-,S l m73 P `_-
�T3
do/r7g
N35DEt 23'�" R1v c,�u 6vy tz5 Ft ftf S ato 3b :�
M �tl ;Wr- ao fa0.3L or
(Legal description of the property and street address if available)
2. General Description of Improvement�s�
3. Owner Information: Name t
Address 3'7tt_0 City Z44f{5 Statef 3 'Y
Interest in Property: AxJ;0eA-_
Name of Fee Simple Titleholder:
(If other than owner)
Address City State
4. Contractor:Name \-*�'giZ;-x- $ciue", �r�-
Address N 6 CA �' City 7,7tfYd As Stater(
5. Surety:Name A11A
Address City State
Amount of Bond: $
6. Lender:Name tvtp,
Address City State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as pi6Q&-d by Section 713.13 (1)(a) (7),Florida Statutes:
Name
Address City State
8. In addition to himself,Owner designates_ 400
of to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1)(b),:Florida Statutes.
9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date
of recording unless a different date-is,specified:)
.
Signature of Owner:
Sworn to and subscribed before e this 'l*� day o ",I
Notary Public: "� � ar Janet WY Mc
My Commission Expires: o STATF OP Ft OR4QA
."W)AWO' Expires 2t412023
PC930530481A _
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State Of Fl�orlda,County Of Pasco
C� This Is to certify that the foregoing is a
true and correct copy of the document
n file or of public record in this office.
' I e s my hand'Ind official seal this
' .in God')*7>-wt /
• '�day of;1l�'�i, 2 Cl
Nikki Alvarez-9. Giles, Esq.,Clerk&Comptroller
1�8 Pasco County lorida
7
By Deputy Clerk
�LF FL0
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CURVE TABLE
CURVE RADIUS ARC CHORD CHORD BEARING DELTA ANGLE
C2 25.00' 49.79' 41.96' S 02'26'45" W 11,V06'30"
C3 130.00' 64.51' 63.85' S 45'17'01" W 28.2559"
C4 25.00' 41.16' 36.66' S 78*13'46" W 9419'29"
C5 120.32' 9.22' 9.22' S 56048'13" E 04'23'26"
PREPARED BY
MAURICE
Professit
Florida I
NOT VALID UNLESS IMP
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
General Notes
A. CONCRETE&FOUNDATION DESIGN: FLAT WASHERS AND NUTS. HOME. \4°"'n °P.°•°°°
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE �
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING + ° \CJ S s PI
� e° °
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17 IN '� m
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. '
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY r o o. s
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR. m T s
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G-.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
IN LIEU OF WELDED WIRE MESH 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT.
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED '
`'s#'�� cprH
�
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. g
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFS 16t3A'E GINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER OF RECORD:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David W. Smith P.E.
3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E
CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: 1
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B Myron Max Neal P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 SCREEN ROOF: N/A
2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 23 PSF Joel Falardeau P.E.
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 20 PSF FLORIDA LICENSE:70667
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. Erik Stuart P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE:77605
ASTM E 119 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
B.MASONRY: ASTM E 1300 7. LIVE LOAD: FBC Plans &Engineering
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Services, Inc.
TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 6272 Abbott Station Dr.Unit 101
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 8. EXISTING 8':IS"FOOTING W/4"MONOLITHIC SLAB MEETS THE REQUIREMENTS TO Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. Ph#(813)788-5314
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 9. SCREEN ROOF TYPE: N/A
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 10. SOLID ROOF TYPE: 3"X48"X0.032"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM Fax#1-(866)824-7894
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 DENSITY,FLORIDA PRODUCT APPROVAL,FL 21443.2-R4 E-mail-erb@fbcplans.com
HEIGHT. ASTM A615 Website-www.fbcplans.com
ASTM A 185
C.O.A.-#29054
C.ALUMINUM: FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20&23).
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 12/18/2020
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS
0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT DRAWN BY:ST
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2: 2"x 2"x 0.044"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.LE x 3:---------------------------------------2"x 3"x 0.050" REVISION: DATE:
1. TYP--TYPICAL
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2.SIM--SIMILAR 2x4:---------------------------------------2"x 4"x 0.050" RO 1
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.UON--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 4.CONT--CONTINUOUS 3 x 3:---------------------------------------3"x 3"x 0.125" 1,.� RO 2
PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIF--VERIFY IN FIELD ALL WORK SHALL COMPLY WITH PREVAILIN "RO 3
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 7TH
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS CODES FLORIDA BOLDING CODE,
RESP
ONSIBILITY:SPONSIBILITY:
ALUMINUM). 1 x 2:-------- -----------------------------1"x 2"x 0.040" NATIONAL ELECTRIC CODE, RO 4
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" AND THE CITY OF ZEPHYRHILL Job# 20_1218366
SEPARATION. CODES,LOCAL ORDINANCES,ETC. ORDINANCE$
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PROJECT ADDRESS:
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
USING#12 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" SMYTH
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 9�110 FOX RUN PL
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 SMS:---------------------------------2"x 4"x 0.045" REVIEW [)ATE ZEPH YRHILLS, FL 33542
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090" CITY OF Z ,PHY LS
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR.
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 1 !� w� ^ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING [SMB -�`h E.
7. 1'X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE L CONTRACTOR:
ATTACHED TO HOST WITH 1/4"0 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4' x 0.044"x 0.100"
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" PATRIOT SCREENS, INC.
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 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"
D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS S-1
2 x 2:---------------------------------------2"x 2"x 0.090"
4, ,IIIIII Sep �
�3,�.Ck.`i�'a-:r®cif i••�•a '!� y��
DOOR LOCATION MAY BE DETERMINED�� ;.•Q�,\� PIS� ..
IN THE FIELD BY THE CONTRACTOR. �Ra 3854
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PROFESSIONAL ENGINEER SEAL
2x4 ENGINEER OF RECORD:
__ _ _ _ T DJ ____ K2O" O.H. w/ 7" S.G. 2x4 r�
O II I II D J 4 David W. Smith P.E.
II I I FLORIDA LICENSE:53608
II II I Thomas L. Hanson P.E
I -3
2X4 DJ II I I II FLORIDA LICENSE:38654
II I II 2x4! DJ I" Myron Max Neal P.E.
-C'3 I I i FLORIDA LICENSE:86663
II I I II X Joel Falardeau P.E.
x III I
I FLORIDA LICENSE:70667
m mll I �„ I (1) LB FO Erik Stuart P.E.
AM °7ii
o I J"X48"X0.032,"oil I I COMPOSITE IPANEL Roo Fr
z w l l I SCREENROOM z I I w O FLORIDA LICENSE:77605
. I X X ii N I MIN. SLOP " PER 1 ' X i l XI FBC Plans &Engineering
O N `VII I I I N11 I `V O Services, Inc.
6272 Abbott Station Dr.Unit 101
i i II Zephyrhills,FL 33542
II I
I Ph#(813)788-5314
i
II 1 S II Fax#1-(866)824-7894
11 i S-3 I II E-mail-erb@fbcplans.com
1 x2 II ' �X9SMB C.B. �D P ' I I L 1 x2 Website-www.fbcplans.com
___=======__ _______ _________�� C.O.A.-#29054
_ f I
21 -0 DATE: 12/18/2020
23' -0"
DRAWN BY:ST
REVISION: DATE:
RO 1
RO 2
x9SMB C.B. TYP RU3
RO 4
Job#20.1218.366
0O >< PROJECT ADDRESS:
>< >< SMYTH
37110 FOX RUN PL
ZEPHYRHILLS, FL 33542
1x2 _ CONTRACTOR:
PATRIOT SCREENS, INC.
S-4
FLOOR PLAN
S- 2
/RIGHT
1 ` �
k1 ,1
ECONDARY ANGLE MIN �$. °gee••••• e� ���
.125"THICK(NOT t' s
(4)#10 X 3/4"SMSEQUIRED FOR 2X3 �� er"ag¢\�C' N S '•°®�� fie'
ALUMINUM RISER PAN FASTENING SECONDARYEMBER) 9 s
ANGLE TO COLUMN(TY 6 CAF •
#12 X 4"SMS W/1"0 EACH SIDE) PRIMARY 2"X 2" ° J
NEO-WASHERS @ 8"O.C.PER (4)#12 SMS W/3/4" y� •
WASHERS PER 12"PANEL X 0.125"ANGLElPANEL FOR 3"X12"PAN ROOF USE (B)-CONCRETE SCREW •2)#10 X 3/4"SMS FASTENING ° • e#12X3/4"SMS W/1"� ANCHOR INTO SECONDARY I [� 'ZCOLUMN TO PRIMARY ANGLE NEO-PRENE WASHER(4)SCREWS ANGLE(TYP EACH SIDE)[SEE TYP EACH SIDE) ePERPANE TABLE)
{ -Detail C2 OPTION#1 ,"X2"BASE MEMBERALUMWSEEIIM RISER PANS INT4)SCREW"SMS
SMS TYP EACH SIDE)OPTION#2 ANCHORSPA (1)- CONCRETE SCREW[SEEPR0Viil & R SEAL
2"X 2"X 0.125 (MIN)(TYP)(SEETABU) TABLE)ANCHOR INTO PRIMARY
ENGINEER OF RECORD:
IL C2 FOR
RECEIVING CHANNEL ANGLE AND @ 1/4"0 CONCRETE
WITH(4)3/8"0 MACHIN. 3" MIN SCREW ANCHOR @
(4)3/8'0 MACHINE 0.060'ALUMINUM INTERNAL (MIN) David W. Smith P.E.
BOLTS WITH 3/4"WASHERS 2"X2"OR 2"X3" OR EXTERNAL RECEIVING 24"O.C.BETWEEN COLUMNS
BOLTS WITH 3/4" MEMBER FLORIDA LICENSE:53608
EACH SIDE WASHERS EACH SIDE CHANNEL W/(4)#10 X 3/4" NOTES: (TYP EACH SIDE)
NOTE:IF 2X4 THRU 2X7 SMB INTO INTO BEAM OR 1/4"&3/8"0 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
O L O.G 3/4"EA Concrete Scre ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
REDUCE THRU BOLTS BY(1) LEG I INTNTO GIRT OR oR PURLIN- FLORIDA LICENSE:38654
3/80 MACHINE BOLT Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
® Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E.
Q UPRIGHT OR BEAM-SNAP Mm .Spa d
CROSS BEAM/" S_3 ?• B P LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE:86663
EDGE BEAM OR SELF MATING OR
(IF NECESSARY) 22 GAKICKPLATEINSTALLED W/l';;;"-=' 2x3-1/4" 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
x10/3/4•@ 12.O.c HOLLOW
OPTION 2:VINYL SIDING CHAIR RAIL&GIRT CONNECTIONS 2x4-1/4" 1 3" WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E.
NOTCH POST FOR BEAM 2x5-1/4" 1 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE:70667
2x6-3/8" 1 4" ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED
POST(SEE SHEET S-2 2x7-3/8" 1 BY ENGINEER Erik Stuart P.E.
FOR SIZE) 2x8-3/8" 2 3" 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
2x9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE. FLORIDA LICENSE:77605
2x10-3/8" 2 4.5" 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF
ROOF PANEL TO EDGE OR CARRIER BEAM CONNECTION DETAIL CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG FBC Plans&Engineering
SCREW FOR 3/80 LOT FOR BOTH PRIMARY&SECONDARY ANGLES.
S 3 SCALE:NTS 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER. 6272 Abbott Station Dr.Unit 101
Ci 2"x 3"OR LARGER UPRIGHT TO CONCRETE W O PAVER DETAILS Zephyrhills,FL 33542
S-3 SCALE:NTS Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
OPTION#3 MOUNT RECEIVING CHANNEL Website-www.fbcplans.com
3"RECEIVING CHANNEL DIRECTLY TO FASCIA WITH(2)114"X 3"LAGS C.O.A.-#29054
W/(2)#12 X 1"SMS @24"O.C.INTO RAFTER TAIL&(1)@ 12"O.C.
1-1/4"NEOPRENE WASHER @
HINGE LOCATION 16"O.C.TO FACE OF GUTTER DATE: 12/18/2020
- - - - - - - - - - - - DRAWN BY:ST
- - - - - - - EXISTING MASONRY REVISION: DATE:
2"x2"EXTRUSION- 2"x2"EXTRUSION -_-- _--_-_--- _--_----_---- WALL GROUTED
- - - - - - - - - - - - SOLID RO 1
HINGE LOCATION
DOOR OPTION#1 ROOF GUTTER FACE 00 @ CONNECTION RO 2
3"RECEIVING CHANNEL W/
#12 X 4"SMS,1-1/4"NEOPRENE (2)1/4"X 3"MIN. 00 RO 3
WASHER @8"8"O.C.PER PANEL LAG SCREWS 1/40 X 2-1/2"
_.._.._.._.._.._.._._._.._.._.._._._ MASONRY SCREW 3"FROM
R04
- - - - - - - - 2"x_END BEAM END&@ 24"o.C. Job#201218_366
(SEE SHEET S-2 FOR SIZE) PROJECT ADDRESS:
HINGE LOCATION 2"x 2"x 1/8"x BEAM DEPTH" SMYTH
RECEIVING CHANNELJ 37110 FOX RUN PL
W/(1)1/4"x 3"CONCRETE 1"X2"OPEN BACK
ANCHOR INTO WALL& ZEPHYRHILLS, FL 33542
NOTES: [4)#10 x 3/4"SMS EACH
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. SIDE INTO BEAM
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. THE HOST STRUCTURE
3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#1O x 58"SMS. FASTEN A GUTTER B NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW CONTRACTOR:
RACKET @
LSHALL HAVE AT LEAST A
( ) / BEAM&@ 24"O.C. 2"X4"FASCIA AND ROOF ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT PATRIOT SCREENS, INC.
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @ 12"O.C.AND WITHIN 3"FROM TRUSS SYSTEM. OF MASONRY ANCHOR SCREWS.
END OF THE UPRIGHT. CONTRACTOR SHALL
SUPER GUTTER VERIFY THIS AND IF S2 END BEAM TO HOST STRUCTURE DETAIL
SMALLER-CONTRACTOR S3 SCALE:NTS
SHALL BRING STRUCTURE
TYPICAL SCREEN DOOR CONNECTION DETAIL OPTION#2 ROOF ON GUTTER LIP UP TO A2"X4"FASCIA AND
S-7 SCALE:NTS ENSURE LESS THAN A2'-0"2'-0" DETAILS
J S 1 OVERHANG.
OPTION#1,#2 COMPOSITE ROOF TO GUTTER DETAIL S- 3
SCALE:NTS
3a E'L��•$g o E
•
• /fv
R
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NOTE: ss � ���•s ��'am
MINIMUM EMBEDMENT OF ANCHORS INTO s.. '• cy`fi/ 0 •i •®•spa
TOP CONCRETE FOOTING SHALL BE 2-3/4"AT ALL
.et' s�.-s emceaao
(1)1120 LDT CONCRETE SCREW VIEW POST LOCATIONS.ALL SCREW LENGTHS AT
WITH 2-3/4"EMBEDMENT POST CONNECTIONS SHALL BE OF SUFFICIENT g
(MIN.EDGE DISTANCE 3") LENGTH FOR REQUIRED EMBEDMENT INTO PROFES°Sl Ip&IR1EER SEAL
PER OUTER FLANGE >7"P CONCRETE WHEN A PAVER DECK IS PRESENT.
ENGINEER OF RECORD:
(2)3/80 MACHINE BOLTS
WITH WASHERS OR ALUM.SQUARE COLUMN/POST David W. Smith P.E.
(4)#14 X 3/4"SMS EACH SIDE 2"X 2"X 0.125"ANGLE EXTERNAL FLORIDA LICENSE:53608
(1)1/20 LOT CONCRETE SCREW OR EQUIVALENT POST BASE Thomas L. Hanson P.E
WITH 2-3/4"EMBEDMENT OPTION#2: FLORIDA LICENSE:38654
(MIN.EDGE DISTANCE 3") FOR INTERNAL FASTENING(4)3/8"H
PER OUTER FLANGE CONCRETE SCREW WITH 2-3/4"EMBEDMENT Myron Max Neal P.E.
(MIN.EDGE DISTANCE 3"AND MIN.SPACING 2")
FLORIDA LICENSE:86663
Joel Falardeau P.E.
FLORIDA LICENSE:70667
FRONT Erik Stuart P.E.
VIEW FLORIDA LICENSE:77605
Gl 4X4 AND 3X3 POST CONNECTION
S-4 DETAIL
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Dr.Unit 101
Zephyrhills,FL 33542
Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-www.fb cplans.com
C.O.A.-#29054
DATE: 12/18/2020
ALUMINUM RISER PAN
DRAWN BY:ST
(4)#12 SMS W/3/4" REVISION: DATE:
WASHERS PER 12"PANEL
RD 1
R02
#12 SMS W/1"0 NEO-WASHERS Detail C2
@ 8"O.C.(USE SCREW LENGTH
EQUAL TO COMPOSITE PANEL RD 3
THICKNESS PLUS(1)INCH)
FASTEN.060 REC.CHAN.TO RD 4
BACKSIDE OF 2"XH"EDGE BEAM
SEE DETAIL C2 FOR W/(S)#10 SMS WI 3/4"
ALUMINUM RISER PANS STAGGERED - 218_3 66
W/(H)#10 SMS W/3/4"
INTO SIDE FLANGES PROJECT ADDRESS:
® 2X(H)
SMYTH
® ® BEAM 37110 FOX RUN PL
APPLY EDGE BEAM W/REC.CHANNELS ®® o ZEPHYRHILLS,LLS, FL 33542
TO NOTCHED POST FASTEN.060 REC.CHAN.TO
W/(4)#10 SMMS W/3/4"
UNDERSIDE S END BEAM CONTRACTOR:
W/3
POST STAGGERED2)#10PATRIOT SCREENS, INC.
CONTINUOUS EDGE BEAM W W/(2)#10 SMS W/3/4"
INTO SIDE FLANGES
NOTE:END BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN.
REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP.
ROOF PANEL TO END BEAM CONNECTION ALT.DETAIL
SCALE:NTS
DETAILS
S-4