HomeMy WebLinkAbout20-22741 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22741
BUILDING PERMIT
PERMIT INFORMATION LOCATION'INFORMATION
Permit Number: 22741 Address: 6783 WAGON TRAIL ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT'RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVERADO
Est.Value: Parcel Number: 05-26-21-0100-01200-0040
Improv. Cost: 11,600.00 OWNER INFORMATION
Date Issued: 4/17/2020 Name: DYBAS, JESSICA & DAVID, DANIEL
Total Fees: 150.00 Address: 6783 WAGON TRAIL ST
Amount Paid: 150.00 ZEPHYRHILLS, FL 33541
Date Paid: 4/1712020 Phone: 407-435-4250
Work Desc: INSTALLATION SLAB 12 X 28/SCRN RM W/ALUMN ROOF-2 DOOR PADS
CONTRACTOR(S) APPLICATION FEES — -
PATRIOT SCREENS INC BUILDING FEE 150.00
13UILDING FINAL Ins[)ectio s Required
SLAB
FOOTER
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits 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 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 PERMIT OFFIVIR
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
aaaaaaaa p`Owner's Name ��11�[I---3 4 �,$/ T ) Owner Phone Ni
Omber
Owner's Address I pTL //lqr[ AT 7 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address a
JOB ADDRESS (6 J (/v j0/J �( x �/- n/ LOT#
SUBDIVISION J /� O/ PARCEL ID# 0SV61 0 —6100�'Q1r�O0— Q
(OBTAINED FROM PROPERTY T�NOTICE)
WORK PROPOSED � NEW CONSTR B ADD/ALT 0 SIGN
� DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCKQ rF�RAME �� STEEL Q
DESCRIPTION OF WORK �-FA ( la"Ide 161 64TO" a Nb4-PA.15 IaWif 'Strtte¢,4rza
BUILDING SIZE r r SO FOOTAGE® HEIGHT
LDING $ P VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ l� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ 4
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER o jam— • COMPANY aT 5P•,P x6
SIGNATURE (� CV7 REGISTERED Y/N FEE CURREN
Address d (I CfAgA .( License# R(..E,l�J
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
MECHANICAL COMPANY
SIGNATURE F REGISTERED Y/N I FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address I License#
■a a a=a.a is a a i 1 a a a a a a 11 a a a a l a I a a a 111
a a a-a a i a a 1 a 111
a a a 1[.1
a a a a a aa a a.a a a_sit 11911111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsflarge 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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500)
" Agent(far the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTNG (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 that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 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
CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the fallowing 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 I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically Included In the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swam to(or affirmed)before me this Subscribed and sworn to kor affirmed)be re rl@-ttlis
by by t'LT:S `mil
Who is/are personally known to me or hasthave produced Who is/are by
known to me or has/have produced
es identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
INSTR#20200J6864 OR BK 10080 PG 3338 Page 1 of 1
04/02/2020 10:40 AM Rcpt:2150509 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
NOTICE OF.COMMENCEMENT
State of _90Zt County of__Ntab
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter-713, Florida Statutes, the following information is provided in
this Notice of Commencement:
1. Description of Property: Parcel No. d .�(�=��-61W &W W,&jTaa;J S-.
A4,Kcs 7198, ffA Ali/ra p8 p17 eel 072 dZIC IX
(Legal description of the property and street address if available)
2. General Description of ImprovementT 47,4, r'
s :Ik> =�ad2r per:
Scad,,W/U,-x- LyJ 3".Zdu6a n,*To QtJu- —
3. Owner Information: Name 0.C4,_
i
Address (, 773 Wyg6orz)7-MI( Sr- City ZerYkA,1lr StateGX- 37sIV(
Interest rtY�inProP a O1a1ez
�
Name of Fee Simple Titleholder: (D
(If other than owner) o
CD
Address City State o o
V (A a) U ` Q
4. '!Contractor:Name�{•Ta��i 3�tue+�s Tic.. n. '� 0 o o
U O y i
w O O
Address $`f19 C((ate _ba City Stated ?moo ,, 2 o) " 0
_5..•--Surety.,-..Name��1�- 'o � a 0 0 " w
V ++ Q N C b
Address City State fl o .� 3 `o`
iUQ C p OLD /
Amount of Bond: $ LL Q) 6 Q ; a
6. Lender:Name D o ca a) `"•�
Address City State � o` z a m
7: Persons within the State of Florida designated by 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 G+ ®e
8. In addition to himself,Owner designates /J1A
of to receive a copy of the Lienor s Notice as 00 �,
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.) ��• o
Signature of Owner:
Sworn to and subsc ' d before m this,�_day of M Q Y C h ;202Q.
Notary Public: All f
My Commission Expires: /d fa a o Z
ppAnn SchmmIt
PC93053048/ANOTARY PUBLIC
STATE OF FLORIDA
Comrn#GG924642
t e Expires 10/21/2023
BOUNDARY & AS-BUILT SURVEY .
DESCRIPTION: (AS FURNISHED)
LOT 4, BLOCK 12, SILVERADO RANCH SUBDIVISION PHASES 7, 98, 11A & 118
AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
Illy,
O PGA
?RSV P CEP 13$ '103.2
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GRAPHIC SCALE
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Curve table •':•.;;;�
Curve i Length_ Radius Delta Chard Bearing Chord
C1 50.53' 560.00' 510'12' S72'49'57'W 50.51 �' 62 ' :''t�a.1��t a a FpGE kS
C2 104,35' 53040' 11'16'51' S7018'16'W 104.18'
;1•:.
C3 54,59" 530.00' 5'54'07' S6776'49'W 54.57' � ��� +"10`P�E,i', f06.5
C4 49.78' 530.00' 5'&44' S7315'14'W 49.74'
GS,of
� "� y��� .•. sae Y PRC �
PERMIT: �a�
20572 �'-
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ADDRESS:#6783'WAGON TRAIL STREET E
C4
ZEPHYRHILLS, FLORIDA_33541 5 •{
FOR THE-BENEFIT qND ,�E�P� PGpNpG R\GNZ O� wP
EXCLUSIVE USE OF: PG C+161 `I� p0V
C.
p.
DHI TITLE OF'FLORIDA, IN _ W
NAT16NSTAR MORTGAGE, LLC. DBA MR. COOPER
JESSICA ANN DYBAS & DAVID DANIEL DYBAS-
OLD'REPUBLIC NATIONAL TITLE
BAROMIN
f�sseaic'a•'s
NOTES:
1. ALL DIRECTIONS AND.DISTANCES HAVE BEEN FIELD
VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY. LEGEND:
CENTERLINE IRON ROD AND CAP
'
2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND —— RIGHT OF WAY LINE ®. LB SET 1/2 1/2-
06393
ON 05-15-19. UNLESS OTHERWISE SHOWN. DRAINAGE FLOW Q FOUND NAIL AND DISC
EMSTING ELEVATION ° LB#7013u /z•IRON ROD AND CAP
3..THE SURVEYOR HAS.NOT ABSTRACTED THE LAND SHOWN A/C AIR CONDITIONER O LB#%13
HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF .n.�'-r CONCRETE (P) PER PLAT
RECORD WHICH MAY AFFECT THETITLE OR USE OF THE PC POINT OF CURVATURE
LAND. CBW CONCRETE BLOCK CORNER NOT ACCESSIBLE PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
CP CONCRETE PAD PI" POINT OF INTERSECTION
CS CONCRETE SLAB PK PARKER KALON
4. NO UNDERGROUND IMPROVEMENTS HAVE.BEEN LOCATED. CONCRETE CONCRETE WALK POC POINT ON CURVE
F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY POL POINT ON LINE
E CURVATURE
5. BUILDING TIES,SHOWN HEREON ARE NOT TO BE USED TO ID IDENTIFICATION
IDENTIIFICATITION INSURANCE RATE MAP PRO
PERMANENT REF POINT OF ERENCE MONUMENT
RECONSTRUCT THE-BOUNDARY LINES. LB ' LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR AND MAPPER
General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 6•ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEQMENT QF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
PSI MINIMUM 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 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
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE.
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ,.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. 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
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 BE
TTER ZINC PLATED.
7.
SOILB EARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM ONENTS OR SCREEN ROOM AND 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
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA:
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CSS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
LA
WATER REDUCING AGENT-ASTM C 494. 2. RISK CATEGORY: I PROFESSIONAL ENGINEER SEAL
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 ADMIXTURES 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, E.REFERENCE STANDARDS: SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS 6. PROPOSED 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10W WM 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.030 COMPOSITE PANEL FL#756108 EOUIV. FLORIDA LICENSE NUMBER:38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
SPALLING OR OTHER DETERIORATION. ASTM C94 Myron Max Neal P.E
ASTM C150
B.MASONRY: ASTM C33 FLORIDA LICENSE NUMBER:86663
ASTM C260
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A A615 615
TYPE M OR S MORTAR FLORIDA LICENSE NUMBER.70667
z.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A185
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E.
6TH EDITION ALUMINUM STRUCTURAL MEMBERS
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER 77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HOLLOW SECTIONS
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 3 x 2:---------------------------------------3"x 2"x 0.050"
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"X 0.050"
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL FBC Plans&En 'neerin
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR 2 x 3:---------------------------------------2'x 3"x 0.070" g
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 2 x 4:---------------------------------------2"x 4"x 0.050" Services,Inc.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. COOT--CONTINUOUS 2 x 5:---------------------------------------2"x 5"x 0.050" 6272 Abbott Station Drive Unit 101
.024"SHALL APPLY.
5.VIF--VERIFY IN FIELD Zephyrhills,fl.33542
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: OPEN BACK SECTIONS Phone:(813)788-5314
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" ALL WORK SHALL COMPLY WITH Fax:1-(866)-824-7894
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING x 3:---------------------------------------- x 3"x 0.045" CODES FLORIDA BUILDING CODE,
11V8►site:www.fbcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE � 1"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN CODES,LOCAL ORDINANCES,ETC. NATIONAL ELECTRIC CODE,
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS
INC.WASHINGTON(INGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED TEMS[OR ACTUAL FIELD SCREPANCIES BETWEEN 2 x 2 Snap:----------------------------------2"x 2"x 0.045" AND TME CITY OF ZEPWRHILLS DRAWN BY: sB
EDITION(CHAPTER CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ORDINANCES
ALUMINUM). CONDITIONS. 2 x 3 Snap:
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THESnap:---------------------------------2"
2"x 3"x 0.050" DATE:3/31/202O
2 x 4 Snap: 2"x 4"x 0.045"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
SEPARATION. CONTRACTOR.
5. ALUMIN[M MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SELF MATING (SMB) RO 1
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 SMB: 2"x 4"x 0.044"x 0.100"
MANUFACTURER. RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 2 x 5 SMB: -------------------- 2"x 5"x 0.050"x 0.118"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 5•ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" APR 01 2020
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" REVIEW DATE RO 3
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SHALL BE PLACED SO IT IS CITY OF ZEPHYRHIL
AL2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" RO 4
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS:
SPEEDS EXCEED 75 MPH".DEC 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PLAN EXAMINER PROJECT ADDRESS:
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"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR DYBAS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 6783 WAGON TRAIL ST
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. ZEPHYRHILLS FL 33541
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
sya/
t 7f $kcj4 6AJ 1 PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
�5 David W.Smith P.E.• e� FLORIDA LICENSE NUMBER 53608
L �q�� Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
• U Myron Max Neal P.E
xi-- FLORIDA LICENSE NUMBER:86663
, �� Joel Falardeau P.E.
q � FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
111 �� \ ( FLORIDA LICENSE NUMBER:77605
>
nova V14)
FBC Plans&Engineering
n Services,Inc.
Tj 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Xk Website:www.fbcplans.com
Gi ^ N C.O.A.-#29054
DRAWN BY: SB
7�r 2- m �2 bJ�z Z><z
[tn cc. olm- DATE:3/31/2020
REVISION: DATE:
C'7� ) RO1
RO2
• f RRo►TT Vi ad RO 3
RO 4
PROJECT ADDRESS:
DYBAS
6783 WAGON TRAIL ST
ZEPHYRHILLS FL 33541
CONTRACTOR:
PATRIOT SCREENS INC.
PATIO COVER
DETAILS
. 3"ALUM.HEADER/BELL CHAN. #12 SMS W/1"0 NEO-WASHERS 1 HEREBY CERTIFYTHAT I HAVE REVIEWED
.060 MIN. @ 8"O.C.(USE SCREW LENGTH THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
EQUAL TO COMPOSITE PANEL &FBC 6TH EDITION
#10 SMS @ 8"O.C.FOR THICKNESS PLUS(1)INCH)
AN.TO
COMPOSITE PANEL BACKSIDE OF 2FASTEN.060 EXH'C. H EDGE BEAM
W/(5)#10 SMS W/3/4"
3"COMPOSITE PANEL ROOF STAGGERED
WINTO S DE FLANGE#10 SMS S
•J4 , j1 • • •
G ® 2X(H)
® ® EDGE
d 0 ® BEAM OO'
APPLY EDGE BEAM W/REC.CHANNELS @ ® ® UPRIGHT OR BEAM
TO NOTCHED POST KICK PLATE • -SNAP OR SELF
FOR COMPOSITE PANEL FASTEN.060 REC.CHAN.TO ATTACHED TO ALUMINUM MATING OR
UNDERSIDE OF 2X_EDGE BEAM MEMBER W/(1)#10X" HOLLOW
W/(4)#10 SMS W/3/4" 3/4"@ 24"O.C.
CONTINUOUS EDGE BEAM POST STAGGERED
(1)1/4"X 2 1/2"MASONRY ANCHOR W/(2)#10 SMS W/3/4"
24"O.C(2)ROWS STAGGERED INTO SIDE FLANGES •
INTO HEADER OR CHANNEL TO HOST EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. PROFESSIONAL ENGINEER SEAL
NOTE:
(2")MINIMUM IMBEDMENT REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP. KICK PLATE ATTACHED TO ALUMINUM MEMBER
SCALE:NTS ENGINEER OF RECORD
COMPOSITE PANEL ROOF TO BLOCK WALL CONNECTION DETAILS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
UPRIGHT
Concrete s,Lew Thomas L. Hanson P.E.
SECONDARY ANGLE MIN
Column Anchor (SEE NOTES)#10 X 3/4"SMS 0.125"THICK(NOT FLORIDA LICENSE NUMBER:38654
REQUIRED FOR 2X3
Size FASTENING SECONDARY
$ IMin.Spa ANGLE TO COLUMN(1 Y MEMBER)
EACH SIDE) EDGE BEAM PER PLAN Myron Max Neal P.E
2x4 PRIMARY 2"X 2" 2X ALUM.
(B)-3/8"0 CONCRETE SCREW X 0.125"ANGLE FLORIDA LICENSE NUMBER:86663
ANCHOR INTO SECONDARY (2)#10 X 3/4"SMS FASTENING
ANGLE(TYP EACH SIDE)(SEE OLUMN TO PRIMARY ANGLE
0 (TYP EACH SIDE) 2XALUM.UP HT Joel Falardeau P.E.
TABLE) O PER PLAN FLORIDA LICENSE NUMBER:70667
3/8"O O 1"X2"BASE MEMBER
Concrete Screw (TYP EACH SIDE) DOOR
Column Anchor ANCHOR SPA .I
Size B Min.Spa (MIN)(TYP)(SEE TABLE) d ANCHOR INTO PRIMARY(1)-3/8"0 CONCRETE SCREW Erik Stuart P.E.FLORIDA LICENSE NUMBER:77605
2x5 ANGLE AND @ 1/4"0 CONCRETE
2x6 3'(MIN) SCREWANCHOR@
2X7 24"O.C.BETWEEN COLUMNS
NOTES: (TYP EACH SIDE) FBC Plans&Engineering
I9 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR
2
INTOTHE1X2. Services,Inc.
1XALUM2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT OPEN BACK 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. TYPICAL SCREEN DOOR CONNECTION DETAIL Phone:(813)788-5314
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. SCALE:NTs
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: Fax:1-(866)-824-7894
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. Email:erb@fbcplans.com
2"X2"X2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. Website:www.fbcplans.com
FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A C.O.A.-#29054 DRAWN BY:SB
(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
POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT. DATE:3/31/2020
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE)
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION REVISION:
SCALE:N.T.S.
RO 1
RO 2
OPTION#1
RO3
EXISTING MASONRY
WALL GROUTED
SOLID (4)#10 x 1 "SMS OPTION#2 4"3000 PSI CONCRETE SLAB WITH 6"X6"#10/10 WWM(OR RO 4
00 @ CONNECTION INTO SCREW BOSSES FIBERMESH)OVER CLEAN,COMPACTED SOIL.
00 BASED ON MIN.SOIL BEARING CAPACITY OF 1500 PSF PROJECT ADDRESS:
1/4"0X2-1/2" 'I"MASONRY SCREW 3"FROM GRADE DYBAS
2"x_ENDBEAMJ END&@24"O.C.
(SEE SHEET S-2 FOR SIZE) 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL
MEMBER OR EXTERNAL RECEIVING B.. . 6783 WAGON TRAIL ST
2"x 2 x 1/8"x BEAM DEPTH" CHANNEL W/(4)#10 X 3/4"INTO
RECEIVING CHANNEL `'`"'.
INTO BEAM OR UPRIGHT.(2)#10 " ZEPHYRHILLS FL 33541
" ... " (1)#5 REBAR CONTINUOUS W/ 25
W/(1)1/4"x 3"CONCRETE 1"X2"OPEN BACK x X 3/4"EA.LEG INTO GIRT OR 8 OVERLAP AT ALL JOINTS ON 3"
ANCHOR INTO WALL& L(4)#10x3/4"SMS EACH 22 GA.KICKPLATE INSTALLED W/ % .•v PURLIN (0.062" w/ CHAIRS
ANGLE CLIPS CONTRACTOR:
SIDE INTO BEAM #10/3/4"@ 12"0.C. (2)#10 x 3/4"SMS EA LEG)
NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW TYPE II MONOLITHIC SLAB PATRIOT SCREENS INC.
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT UPRIGHT OR BEAM-SNAP MODERATE SLOPE FTG
OF MASONRY ANCHOR SCREWS OR SELF MATING OR SLOPE:2":12"-3":12"
HOLLOW SCREEN ROOM
END BEAM TO HOST STRUCTURE DETAIL SCALE:NTS PURLIN OR GIRT TO BEAM OR POST DETAIL MONOLITHIC SLAB/FOOTING DETAILS
SCALE:NTS