HomeMy WebLinkAbout21-1469 Q
►�a����F City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001469-2021
Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/26/2021
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Permit Type: Add/Alter (Residential)
Property Number Street Address
03 26 21 0120 00000 0020 16108 Silver Oaks Drive
Owner Information Permit Information Contractor Information
Name: DIANA TOWSEND Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
Class of Work:Add/Alter Residential
Address: 6108 Silver Oaks Dr Building Valuation:$5,685.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)702-4509 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 `�/�Of
Total Valuation:$5,685.00 Q l
Total Fees:$102.63 / /
(--1A
Amount Paid:$102.63
Date Paid:2/26/2.021 8:53:22AM
Project Description
CONSTRUCT SCRN ROOM 204 SQ FT
Application Fees
Building Permit Fee $68.42 Building Plan Review Fee $34.21
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 Permit Application FaX-813-780-0021
Building Department
Date Received Phone Contact for Permitting F(8/3
I a IFIF x 197t a I IV a
ZoOwner's Name Owner Phone Number
Owners Address F-Gt 0�? S1 I%JZ4 00" Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 0 OR S',lue't- ffA& LOT#
SUBDIVISION PARCEL ID#j
R
(OBTAINED FROM PROPERTY TAX..'rc.)
WORK PROPOSED NEW
r_0'MR ff ADDIALT SIGN DEMOLISH- INSTALL REPAIR
PROPOSED USE SFR Q COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK 7 _V-4// /L('V jut
BUILDING SIZE SQ FOOTAGE HEIGHT
k L k�L C L AL�JL CJLAL&JL'LAL&JL1LkW_1L LW_JL4L -L IL-L&k IL k
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY O W.R.E.C.
=PLUMBING 1$ ICA I t
=MECHANICAL 1$ VALUATION OF MECHANIC AL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES N
ffifilifff4*9111109, 84
BUILDER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN LKLN J
Address License4 It (9
ELECTRICIAN COMPANY
SIGNATURE I REGISTERED YIN FEE CURREN
Address License# F
PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN LILN J
Address F_ 1, License#
MECHANICAL COMPANY =
SIGNATURE REGISTERED YIN FEE CURREN L N
Address —1 License 0
OTHER L COMPANY =
SIGNATURE REGISTERED YIN FEE CURREN L_nN J
Address License# F_
149-TI'T a I a IV.*AA a 4;IrZ'V'allf!a a-IV a I's I II
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Foffrw,R-O-W Permit for now construction,
Minimum tan(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Faclifies&I dumpster;Site Work Permit for subdivisionsfiarge projects
COMMERCIAL Attach(2)complete sets of Bulfdlng 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/Slit Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new pmjects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Fill-out application compietely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required.(AIC upgrades over$7500)
Agont(for the contractor)or Power of Attorney(for the owner)would De someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerools 9 shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter ff an public roadways..needs ROW
i 813-780-0020 City of Zephyrhills Permit Application Fax-613-78o-Qa21
Building Department
NOTICE OFDEED RESMC77ONS:The undersigned'understands that this permit may be subject to deed'restrictfons'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 727-847-6009.
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 property 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 9M7,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'certficate of ocmpancy"or final power release.tithe project does notinvoive a certificate of occupancy or final'
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County WatedSewer 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 commencerreni
CONTRACTOR'SIOWNER'S AFFIDAVIT.I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development,Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no worts or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
taws regulating construction.County and City codes,zoning regulations,and land development regulations in the jurisdiction.i also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be In compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,WaterMastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, 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"tt°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"As 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 tamthe,AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth irtthis affidavit prior to,
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,welts,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 NOTICE OF COMMENCEMENT,
FLORIDA JURAT(F.S.117.03) y`
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and befo ma this
by y r n
Who islare personally known to me or hasrhave produced Who Ware pe nally kn to me or haslhave produced
as identification. as identification.
Notary Public Notary Public
Commission No. i55"ton O
Name of Notary typed,printed or stamped Name of N ry typ ,p n o
to
# 5G i t 6457
')2celnber 12,2Q22
"" Landed iris Iv;Fzim insurance${)Q 3g$y019
INSTR# 2021019359 13K 10268PG 1971
02/29/2021 01:35pm Page I of I
Rept: 2254845 Rec: 10.00
DS: 0.00 IT: 0.00
Nikki Alvarez-Soules, Esq.
Pasco County Clerk & Comptroller Parcel ID No 03-d&::,�L- iopo-O�W- C(),?O
NOTICE OF COMMENCEMENT
State of County of
— (02� _P(60,6
THE UNDERSIGNED hereby gives notice that improvement will be me ML7a,7pe Ity,and in accordance th Chapter Florida tutes,
(5er 713,Flo
the following information is provided In this Notice of Commencement: V6� b fo(sr .51,
a _%
1. Description of Property: Parcel Identificat an No,<&,e-(mi,� "t, 7,
Street Address:
*J A c d�2. General Description of Improvement, 14'7" :5Sd
do
3. Owner Information or Lessee information If the Lessee contracted for the Improvement:
DiAt--A _1�8%x4OSe —A Ai
1(59'me SA uel, 00(:-S "-DA-, OCC 735!;_f
Address City state
Interest in Property:_ ow
Name of Fee Simple Titleholder.
Of different from Owner listed above)
Address city State
Contractor, Po�[�il
Name &[
7-
Address city 1 11 State
Contractor's Telephone No.:
5. Surety: AJ[A
Name
Address city state
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address city State
Lender's 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 city State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates Of
to receij a copy of the Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the complep,on of construction nd final paymc it t the
contractor,but will be one year from the date of recording unless a different date Is specified): PC&.ytXj cs%k,
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCIMENT
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
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 pedury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Mani3ger
tu
Signatory Title/Office
The foregoing Instrument was acknowledged before me this
ay Of 1—od )(,A. 202lby
as (type of authority,e,g.,officer A attorney In fact)for pt�
(name of par��of m s ent was executed).
Personally Known E3 OR Produced Iden tio 'Notary Signature
Type of identification Produced EL trVE%\-al ;ie'Nirne'(Print)
EUGENE E.BRIMMER
Commission#GG I 8W1
Expires February il,2022
krx1.dThriIT.yF&I,%..8*3WT4I9
wpdata/bcs/noflcecommencemenLpcD53048�
State Of Florida,County Of Pasco
This Is to certify that the foregoing is a
true and correct copy of the document
I O.d on file or of public record in this office.
"r Witness my hand and official seal this
{ day of jTC 20
• 188 Nikki. lvarez:Sowles,Esq.,Clerk&Comptroller
0 Pasco/C unty, Florida
BY Lr ��= •= , Deputy Clerk
Legend
P-O.C. Point of Commencement Indicates Asphalt Pavement
l�IJJJ P.C.P. Permanent Control Point �''=•
P.R.M. Permanent Refereaeo ttonument r'1 Indicates Asphalt Pavement
P.O.B. Point of Beginning 1 7
P.O.L Point on Una Cone. Concrete
F.I.R. Found Iron Rod Asph• Asphalt
F_1.P- Found iron Pipe Yes Masonry
F.
N.& D- Found Nail & Disc Fr. Frame
W ' F.C.II. Found Concrete Monument W.P. Wire Fence
Go R ►er Iqd D=616m sr Rd ftmr ltd) Bd f. Wood Fence
C Calculated CLF Chain Unk Fence
M Field Measured S.P. Screen Porch
H/D Proportions Section Rreakdovn CP Carport
RAD. Radius OHL Overhead Utility Line
Ch.L Chord Length U-P. Utility Pole
ChJL Chord Dearing E/P Edge of Pavement
S.i.R. Set.I/2-Ion Rod lhpped with U/C Utility Cylinder
Identification 'FSM 50sl- R/W Right of Way
SCALE 1 = 30' S•N.& D. Set Nail & Disc Pr Centerline
Stamped "PSM 6061-
A/C Air Conditioner
0' 30' 60'
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5. 86'J4' t'E fL— MOO _
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[An L tA 31009 Pasen Road Phone: (3521 5HH-301
- n'.,a I Ill;tv�-
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED ; 8. i'4
General Notes - A -
FLAT WASHERS AND NUTS. HOME. a. " T.�esa�pag F 1
A.CONCRETE&FOUNDATION DESIGN: 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE A =' P Tv y f�
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING ,4 c; v a ° ®
PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17 IN a. (K, l
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. I..i � y e
MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY �. ;
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR.
�s 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 .�°✓a o Al1' 9
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, •' 1
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 a
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 '
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. ` NA
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFESSIONAL ENGINEER 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: C 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: 32 PSF Joel Falardeau P.E.
RECOMMENDATIONS. II.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 27 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 OTHERWISE. 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 1b.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 lb.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. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC Zephyrhills,FL 33542
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 UPLOADS FOR THE PROPOSED STRUCTURE.
Ph#(813)788-5314
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 9. SCREEN ROOF TYPE: N/A Fax#1-(866)824-7894
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 10. SOLID ROOF TYPE: 3"X48"X0.032"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM E-mail-erb@fbcplans.com
HEIGHT. ASTM A615 DENSITY,FLORIDA PRODUCT APPROVAL,FL 7561-R5 OR EQUIV. Website-www.fbcplans.com
ASTM A]85 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: 01/13/2021
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. 2 x 3:---------------------------------------2"x 3"x 0.050" REVISION: DATE:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR I. TYP--TYPICAL
2.SIM--SIMILAR 2 x 4:---------------------------------------2"x 4"x 0.050" R0 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" RO 2
PREPARED BY THE ALUMINUM ASSOCIATION, ° 6 A` IN
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 7TH 5. VIF--VERIFY IN FIELD A WORK ���- cCRl11�I �SII`� 'f '��
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS C DES FLORIDA BUILDING R0 3
RESP
ONSIBILITY:
SPONSIBILITY:
ALUMINUM). I+d TONAL ELECTRIC CODE, RO 4
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045Ar THE CITY OF ZEPHYRHII
SEPARATION. CODES,LOCAL ORDINANCES,ETC. O DINANCES Job# 21_0113_2 38
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" TOWNSEND
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 6108 SILVER OAKS
3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE � ZEPHYRHILLS, FL 33542
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 SMS:---------------------------------2"x 4"x 0.045"
"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" +�.`V�
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR. C'/ I v v 4JAT p
VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED p O�
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING [SMB) i'd
MANUFACTURER. N fy+y O CONTRACTOR:
ATTACHED TO HOST WITH 1/4O X 1-3/4"EMBEDMENT&24" 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
s. `VJ�AA •r7� PATRIOT SCREENS, INC.
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
WOOD SCREW WHEN IN WOOD OX 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"x 6"x 0.057"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"
1. 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 SMS:------------------- 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"
3t.5�173}}a.�.
M1bgO Y• ₹�3S�
SI DOOR LOCATION MAYBE DETERMINED
HOST S-3 IN THE R. <: ,�'-
FIELD BY THE CONTRACTOR ; �;
1x2 ATTACHED TO WALL
III
III Y � E=W
t
I S_3 PROFESSIONAL ENGINEER SEAL
tfl- - _--- ----------- -' ENGINEER OF RECORD:
X I j j l D David W. Smith P.E.
13 m 11 I FLORIDA LICENSE:53608
s-s w VIII I > Thomas L. Hanson P.E
FLORIDA LICENSE:38654
2x4 C I II ; 3»X48»X0.032» (1 ) LB FOAM m
LA I 1I �___ COMPOSITE PANEL ROOF __ o Myron Max Neal P.E.
III SCREEN ROOM FLORIDA LICENSE:86663
II O J MIN. SLOPE " PER 1 ' FLORIDA FlaNdea
X70667
I I
N III D Erik Stuart P.E.
FLORIDA LICENSE:77605
x FBC Plans&Engineering
I S-4
4 -- --—- Services, Inc.
II I 6272 Abbott Station Dr.Unit 101
III SE Zephyrhills,FL 33542
III _ _ S-3 Ph#(813)788-5314
2x3 3 o-- — — = Fax#1-(866)824-7894
E-mail-erb@thcplans.com
Website-www.fbcplans.com
14' —0 " C.O.A.-#29054
PROPOSED 8"X8" - 15 ' - 0 " DATE: 01/13/2021
FOOTING W/ ( 1 ) # DRAWN BY:ST
5 REBAR W/ 4 REVISION: DATE:
MONOLITHIC SLAB RO1
R0 2
--2x3 END BM RO3
RO 4
N N N O Job#21_0113_238
X X _ PROJECT ADDRESS:
O N O X (62x2(ty
(-Q TOWNSEND
N I 6108 SILVER OAKS
ZEPHYRHILLS, FL 33542
0 1 CONTRACTOR:
I PATRIOT SCREENS, INC.
r) 1x2 \J\
7 ' - 0 »
FLOOR PLAN
S- 2
�a$P"
/RIGHT
ONDARY ANGLE MIN - ' v. -
-040-•,
4 #10 X 3 4"SMS5"THICK(NOT `a a' %t - ,t n ✓ '
( ) / UIRED FOR 2X3 ` �s`,e� ` °a °`
ALUMINUM RISER PAN-1FASTENING SECONDARYMBER) ;
ANGLE TO COLUMN(TY
EACH SIDE) o
IMARY PRIMARY2"X2"2" +� e ,
#12 SMS W/1"0 NEO-WASHERS (4)#12 SMS W/3/4" .125"ANGLE �, ' s ' •�
@ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL (B)-CONCRETE SCREW
EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY I CO UM XTO P SMS FASTENING
COLUMN TO PRIMARY ANGLE +r' Pi
THICKNESS PLUS(1)INCH) ANGLE(TYP EACH SIDE)(SEE 0 (TYP EACH SIDE) Aar®s t s'd = '� '+
TABLE) O �e a.. • _, =�.
OPTION#1 c s
O 1"X 2"BASE MEMBER
SEE DETAIL C2 FOR (4)#10 x 1 Y2"SMS (TYP EACH SIDE)
ALUMINUM RISER PANS Detail C 2 INTO SCREW BOSSES OPTION#2 ANCHOR SPA �� s v +'�
(MIN)[TYP)(SEE TABU) (1)- CONCRETE SCREW(SEE PROF C1 •kEERSEAL
Q TABLE)ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4"0 CONCRETE________ _____ L - 3" MIN SCREW ANCHOR @ David W. Smith P.E.
2"X2"OR 2"X3,. 0.060"ALUMINUM INTERNAL (MIN)OR EXTERNAL RECEIVING 24"O.C.BETWEEN COLUMNS
MEMBER FLORIDA LICENSE:53608
CHANNEL WI(4)#10 X 3/4" NOTES: (TYP EACH SIDE)
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
TT'ALUMINUM
(2)#1OX 3/4"EA
(2)-3/8"0 MACHINE I OPTIONAL 1"X 2"FASTENED LEG INTO GIRT OR PURLIN- Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE:38654
BOLTS WITH 3/4"__, I Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
TO COLUMN WITH(2)#10 X 2" H Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E.
WASHERS THROUGH I SMS INTO SCREW BOSSES S 3 `'':•`":-: UPRIGHT OR BEAM-SNAP g Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE:86663
POST AND EDGE BEAM I y r= '-OR SELF MATING OR
AND FASTENED TO EDGE 22 GA.KICKPLATEINSTALLED W/ 2x3-1/4' 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
BEAM WITH(1)#10 X 1-1/2" #10/3/4••@12'O.c HOLLOW
CHAIR RAIL&GIRT CONNECTIONS 4-)/4" 1 3" WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E.
SMS WITHIN 6"OF COLUMN OPTION 2:VINYLSIDING 2X5-1/4" 1 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
CONTINUOUS EDGE BEAM
AND @ 12"O.C.MAX 2x6-3/8" 4 ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED FLORIDA LICENSE:70667
POST 2x7-3/8" 1 5 BY ENGINEER Erik Stuart P.E.
SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x8-3/8" 2 3 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE:77605
NOTE: EDGE BEAM
(SEE 2x9-3/8" 4" CONNECTIONS AS 2X4 SHOWN IN TABLE.
2x10-3/8" S.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG FBC Plans&Engineering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
SCREW FOR 3/8"0 LDT 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
G 2"x 3"OR LARGER UPRIGHT TO CONCRET /E W WO PAVER DETAILS Zephyrhills,FL 33542
S-3II:: SCALE:NTS Ph#(813)788-5314
Fax#1-(866)824-7894
E-mail-erb@fljcplans.com
Website-www.fb cplans.com
C.O.A.-#29054
DATE: 01/13/2021
HINGE LOCATION BREAK FORM HEADER OR
ECEIVING CHANNEL DRAWN BY:ST
2"x2"EXTRUSION #10 SMS AT EACH RISER EXISTING MASONRY REVISION: DATE:
EXTRUSION OR PAN OR#10 SMS @ WALL GROUTED
8"O.C.FOR COMPOSITE PANEL SOLID RO 1
HINGE LOCATION DOOR O O @ CONNECTION RO 2
a OLID ROOF
• OO R03
1/4"0X2-1/2" RO 4
MASONRY SCREW 3"FROM
a a 2"x_END BEAM END&@ 24"O.C. Job#21_0113_238
(SEE SHEET S-2 FOR SIZE) PROJECT ADDRESS:
d
HINGE LOCATION- 2"x 2"x 1/8"x BEAM DEPTHJ" TOWNSEND
#10 SMS @8"O.C. RECEIVING CHANNEL
FOR COMPOSITE PANEL W/(1)1/4"x 3"CONCRETE 6108 SILVER OAKS
ANCHORINTOWALL& 1"X2"OPEN BACK ZEPHYRHILLS, FL 33542
NOTES: [4)#10 SCREWS PER 12" (4)#10 x 3/4"SMS EACH
'IDTH CONNECTING
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. PAN TO HEADER(BOTTOM OF PAN) SIDE INTO BEAM
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH[3)#10 x 5/8"SMS. FASTEN A 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 1/4"X3"MASONRY ANCHORS 24"O.C. OF MASONRY ANCHOR SCREWS.
END OF THE UPRIGHT. (2)ROWS STAGGERED CONNECTING
HEADER OR CHANNEL TO HOST. S2
END BEAM TO HOST STRUCTURE DETAIL
QTYPICAL SCALE:NTS
SCREEN DOOR CONNECTION DETAIL ROOF PANEL TO WALL CONNECTION DETAILS
SCALE:NTS S-3 SCALE:NTS DETAILS
S- 3
4*4
\` p i®
OPTION#1 OPTION#2 fe,
yam a
INTO SCREW BOSSES
1/40 x 2"-1/2 MASONRY ANCHOR
0.062"ALUMINUM INTERNAL
MEMBER OR EXTERNAL RECEIVING / /• TOP&SCREW OR L G 6 O.C.
M
2'X2'OR 2"X3' I ]F WOOD SUBSTITUTE IDENTICAL � 3 GRADE
CHANNEL WI(4)#10 B 2 INTO INTO BEAM OR X 3/4" ,4 1r F 6e
UPRIGHT.(2)#12X3/4"EA / 1"X2"OPEN BACK 4' B
D LEG INTO GIRT OR PURLIN- I PROFESSIONAL ENGINEER SEAL
I (D.062"ANGLE CLIPS w/(2)
(1)#5REBAR CONTINUOUS W/ 25" #12x3/4"SMS EA LEG)OVERLA / ENGINEER OF RECORD:
CHARSPATALLJOINTSON3" / David W. Smith P.E.
UPRIGHT ORBEAM-SNAP I
TYPE II MONOLITHIC SLAB OR SELF MATING OR I/ FLORIDA LICENSE:53608
MODERATE SLOPE FTG HOLLOW
SLOPE:2":12"-3":12" Thomas L. Hanson P.E
PURLIN OR GIRT TO BEAM OR POST DETAIL
FLORIDA LICENSE:38654
SCALE:N.I.H.
1" BACK X2"OPEN
NOTES FOR ALL FOUNDATION TYPES: Y / _ Myron Max Neal P.E.
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL _ _ __ FLORIDA LICENSE:86663
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING (2)#10 x 1-1/2"SMS MN Joe Falardeau eau P.E.
OF CONCRETE. THRU SCREW BOSS OF FLORIDA LICENSE:70667
1"X2"OPEN BACK
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND Erik Stuart P.E.
COMPACTED PRIOR TO POURING OF ANY CONCRETE, ------ OPEN BACK TO HOST STRUCTURE DETAIL FLORIDA LICENSE:77605
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. °-=e SCALE:NTS
K TYPE II MONOLITHIC SLAB FOOTING UPRIGHT OR SNAPORSE BEAM
FBC Plans&Engineering
KICK PLATE MATING OR Services, Inc.
E A ATTACHED TO ALUMINUM HOLLOW
`Y MEMBER W/(1)#10 6272 Abbott Station Dr,Unit 101
3/4"@ 24"O.C.
Zephyrhills,FL 33542
Ph#(813)788-5314
KICK PLATE ATTACHED TO ALUMINUM MEMBER Fax#1-(866)824-7894
SCALE:NTS
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 01/13/2021
ALUMINUM RISER PAN
DRAWN BY:ST
(4)#12 SMS W/3/4" REVISION: DATE:
WASHERS PER 12"PANEL
RO 1
R0 2
#12 SMS W/1"0 NEO-WASHERS Detail C2
@ 8"O.C.(USE SCREW LENGTH
EQUAL TO COMPOSITE PANEL RO 3
THICKNESS PLUS(1)INCH)
FASTEN.060 REC.CHAN.TO RO 4
BACKSIDE OF 2"XH"EDGE BEAM
SEE DETAIL C2 FOR W/(S)#10 SMS W/3/4"
ALUMINUM RISER PANS STAGGEREDW/(H) Job#21_0113_238
INTO SIDE
LANCES/4 PROJECT ADDRESS:
INTO SIDE FLANGES
® ZX(H)
TOWNSEND
® ® BEAM 6108 SILVER OAKS
APPLY EDGE BEAM W/REC.CHANNELS ® ZEPHYRHILLS,I LLS, FL 33542
TO NOTCHED POST FASTEN.060 REC.CHAN.TO
UNDERSIDE OF 2X_EDGE BEAM
W/(4)#10 SMS W/3/4" CONTRACTOR:
POST STAGGERED
CONTINUOUS EDGE BEAM w/(2)#10 SMsw/3/4° PATRIOT SCREENS, INC.
INTO SIDE FLANGES
NOTE:EDGE BEAM[SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN.
REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TIP.
ROOF PANEL TO EDGE/END BEAM CONNECTION ALT.DETAIL
SCALE:NTS
DETAILS
S-4