HomeMy WebLinkAbout19-20684 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20684
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION'
Permit Number: 20684 Address: 7227 OMEGA CT
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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-0000-0680
Improv. Cost: 6,828.00 OWNER INFORMATION
Date Issued: 1/17/2019 Name: OLSON SHANNON
Total Fees: 112.50 Address: 7227 OMEGA CT
Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542
Date Paid: 1/17/2019 Phone: (813)469-8872
Work Desc: CONSTRUCT SCREEN RM ON EXISTING SLAB 20 X 15
CONTRACTORS APPLICATION FEES
PAUL D. SCHAPER CONSTRUCTION INC BUILDING FEE 112.50
r�
Ins ections Required
FO TER 2ND ROUGH PLUMB MISC INSULATION EIL N
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
NOTICE OF COMMENCEMENT
State of FLORIDA County of Pasco
Property Identification.No 35-25-21-0050-00000-0680
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in
accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of
Commencement -
1 Legal Description ALPHA VILLAGE ESTS PHASE 1 PB II�IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II�IIIIIIII�IIIIIII
19 PG 69 LOT 68 2019006124 I
OR 8121 PG 585
Street Address 7227 OMEGA COURT ZEPHYRHILLS, FL 33540
2 General Description of Improvement screen room
3 Owner Information or Lessee information if the Lessee contracted for the improvement
a)Name and address OLSON SHANNON I -Rept 2019860 10 00
7227 OMEGA CT DS 0 00 IT 0 00
ZEPHYRHILLS FL 33540-1049 01/12/2019 M F , Opty Claris
b)Name and address of fee simple titleholder(if other than owner) N/A
c)Interest in property Owner
4 Contractor Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541 -Ph (813)782-0920,Fax (813)7154875
5 Surety Bauer&Associates, 12210 Highway 301 N,Dade City,FL 33525-$5,000 bond
6 Lender Name/Address N/A
7 Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713 13(l)(a)(7),Florida Statures
a) Name and address N/A
b) Telephone No Fax No
(Opt)
8 In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713 13(1)(b),Florida Statutes
Paul Schaper,8949 Gall Blvd,Zephyrlulls,FL 33541 -Ph (813)782-0920-Fax (813)715-4875
9 Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a
different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE.CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 71313,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 YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF PASCO
It Lk tu J) A.
of Signature Owner o Auth
orized horized Officer/Director/Partner/Manager
shannori LedbP��c'
Print Name
The foregoing instrument was acknowledged before me this' LI day of 201,by
SIB L,.dles�acr as pi 1Lgtielr' cer,trust e,
attorney in fact)for, (name of party on behalf f who 1 tru en
was executed)
Personally Known , OR Produced Identification. o Sig tune
Type of Identification Produced
. — — — - * MoterY PYp1�Stag d Florida
PAULA S O'NEIL,Ph D PASCO CLERK L COMPTROLLEF
6 �: /� HefVllEh-CeM011
01/11/201 i 4 m i f C umftsm 00 218378
OR BK .�l4 PG 132 I:WM05/tarM
STATE OF '
FLORIDA, COUNTY 0FPASCO
THIS|STO CERTIFY THAT THE FOREGOING USA
TRUE AND CORRECT COPY DF THE DOCUMENT
DN FILE 0ROF PUBLIC RECORD|N THIS OFFICE
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20684
BUILDING PERM
PERMITINFORMATION LOCATION INFORMATION
Permit Number: 20684 dress: 7227 OMEGA CT
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL ownship: Rang Book:
Proposed Use: NOT APPLICABLE ot(s): B, Section:
Square Feet: bdivision: HA VILLAGE
Est. Value: Par' er: 35-25-21-0050-0000-0680
Improv. Cost: 6,828.00 OWNER INFORMATION
Date Issued: Name: OLSON SHANNON
Total Fees'" 50 Address: 7227 OMEGA CT
AmVue
aid; ZEPHYRHILLS, FL. 33542
Paid:: Phone: (813)469-8872
Work Desc: CONSTRUCT SC EEN RM ON EXISTING SLAB 20 X 15
CONTRACTOR S) r APPLICATION FEES
BUILDING FEE 112.50
J__r-�
Ins ections Required
F OTER 2ND ROUGH PLUMB MISC INSULATION CEIL NG
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 OFFI R
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
1,AC A
Date Received Phone Contact for Permitting 0
.............rlrr7"rTT=. .......
Owner's Name 1 Owner Phone Number
Owner's Addressl c-k- Owner Phone Number
Owner Phone Number
JOB ADDRESS Qft417 C, CA- -7-1411kW111S P1 33 5cl LOT#
SUBDIVISION PARCEL ID# 0SP 00b00 -GtQ
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
e INSTALL REPAIR
PROPOSED USE SFR Q COMM OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL
DESCRIPTION OF WORK ,I 0, sc-ce-er,', lrLxam c5rN a e-;Q-%k4 n a 'S� L5
BUILDING SIZE SO FOOTAGE HEIGHT
11111111114 If's...
=BUILDING 1$t 0 ILI VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE DUKE ENERGY Q W.R.E.C.
=PLUMBING CS$ i 'A//V
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER (C4t.'���
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY %61!:,w4f xor,
SIGNATURE REGISTERED Y/ N' FEE CURREN Y/N
Address iyd 7aai�6ry,-,m J�, -�4 License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN L)L/N
Address License#
OTHER COMPANY LL--
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License# I
HHHHR a i 6 4 i I a a a 4 !HHHHHH9"H!
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;q1je-WDrIk-Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of BTlding Plans plus a Life Safety Page;(1)set of Energy Forms.R-6-w Permit f6r new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plari-s�-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(for the contractor)or Power of Attorney.(fpr.opg)rp.r);wguld,,be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING
Reroofs if shingles Sewers sbriliab"U,PgraddsniAc (PlottSurvey/Fo6tage)
Driveways-Not over Count&if on-OUblid'io6-diWdy§7.h86d`s'ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more.restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work; they may be required to be licensed.in accordance:with,state and:local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing.requirements:may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he.is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that 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.
5 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 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 YOU R_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
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or a ed)before me this Subscribed and sworn to or a irme before me this
by
Who is/are personally known to me or has/have produced Who is/are rsonall own to me or has/have produced
as identification. as identification.
Notary Public 4� Notary Public
Commission No. Co ssio
JACQUELINE BNES
Name of Notary typed,printed or stamped Name of Nner 2022
P BatidedTlruTrayFakilnaurancs800.385.7018
Legend
e ZH h
P.O.C. Point of Commeac mnt Ze P Yrhills Colony Company Lands
P.C.P. Permanent Control Point Plat Book , Page
P.R.M. Permanent Reference Monument T.O.B. Top of Bank
P.O.B. Point of Beginning T.O.S. Toe of Slope
P.O.L. Point on Line CONC. Concrete
F.I.R. Found Iron Rod ASPH. Asphalt
F.I.P. Found Iron Pipe MAS. Masonry TAT �j
F.N.& D. Found Nail & Disc FR. Frame i r
F.C.M. Found Concrete Monument W.F. Wire Fence
APer Legal[1mription or Plat(Recarded) WD.F. Wood Fence
Calculated C.L.F. Chain Link Fence
Field Measured S.P. Screen Porch
Proportioned Section Breakdown C.P. Carport
RAD. Radius OHL Overhead Utility Line
Ch.L. Chord Length U.P. Utility Pole S
Ch.B. Chord Bearing E.P. Edge of Pavement
S.I.R. Set 1/2' Iron Rod Cap ad with SEC. Section
Identification "Ls 8081 R/WAY 1:Zi,91-n.t of Way SCALE: 1" = 30'
S.N.& D. Set Nail & Disc Centerline
Stamped "IS 6061"
A/C Air Conditioner 0' 30, 60'
I I I
`n I I I F.I.R. 5/8' \\ LOT 70 /
No ID Cop
` LOT 69 \ /
�S
Drainage `�2 St6a r
Structure � F.I.R. 1/2' y
1000, 27, No ID Cap /
S ^^ e/!i%�FseBe rid\ RqO�368, \\InConc. / MWater
eter \
�/' Radius = 50.00'
o� rn C �� 60 ge Central Angle = 68'02'33"
L ZZ i; ad LOT 8 �� ° /� ngth = 59.38'
o 26.0' 1 /i / S. 08'33'56" E.(R)
Utility /•• �i,/ / '' :•.
io 3 I I Cylinder .S. 08'23'14" E. (M
0 4i 4; m %-,,/95 (R) 55.87' (M)
14.6
c v o o One Story Masonry 20.6'l'� �/ ` d''''`Z
u:= o Residence / j�%, �� /
3 : 8.0' #7227 Omega Court 4.1' : !•:�` / / /���=— Paveh As
alt
z ment
io3�ri 'y •. ' / i � � 'i
t i
a 25.00'
44.8' I Angle = 33'y122"
f' Length = 14. '
2.7' �+— :13.1' 14.3' Ublay _
Concrete Under ". •B. S. 25'59112- E. (R)
Cylinder S. 27'2 58 E. (M)
z o N. 89'45 10 W. - 99.64 R %/;Ch.L. = 14.28'(I�) 14.70' (M)
N. 89'44'13" W. - 99.41' (M)
�us = 25.00'
E I F.I.R. e., Fence
ID Cop F.I.R. 5C P i C�ntrai Angle 9'38'1
� � in Cone., Fence 0.1' W. I —_ 1"
Ar L J.
ength — 4.20'
;r 7.50' Drainage and/or�
'v C B. = S. 04'34'12'
u� I Utility Easement
C .L. = 4.20' I o
LOT 67 i I rJ
1 .4
LEGAL DESCRIPTION
Lot 68, "ALPHA VILLAGE ESTATES PHASE I" as per plat recorded in Plat Book 19, Pages 69
& 70, of the Public Records of Pasco County, Florida.
Pasco Road - PhoJohn Walsh, Professional Surveyor& Mapper SaOn 09 Antonio, Florida 33576 Faxne(352)588 36800
Certificate of authorization number LS 6061 BOUNDARY SURVEY
Not valid without the signature and the original raised seal Client: Shannon Olson
of a Florida licensed surveyor and mapper. Work order number: w09-0603
Date of Survey: 6/13/2009
Additions or deletions to this surveyma or report b other than the Certified To: Shannon Olson
P P Y Meridian Title Company, Inc.
signing party prohibited without Written consent of the signing party, Attorneys' Title Insurance Fund
Wells Fargo Bank, N.A.
ORN(fV��2 6 NGf(09P PY RO��y NOR[IP�IAN���NC�, John Walsh, P.S.M.
PAGE SECTION a5 51�� FAGS 2 FOP, 516NATUI,E & 5�AI,
OF, TOWNSHIP 25 S. RANGE 21 E.
PASCO COUNTY, FLORIDA Florida Surveyor's Registration No. 6061
P.LOBION
-
f
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
L[ r
Contractor/Homeowner:
Date Received: —�
Site: Z 27 e, ey
Permit Type: /-/►'I
�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be.kept with the permit and/or plans.
JAN Us
Kal Swi er Plans Examiner a e Contractor and/or Homeowner
(Required when comments are present)
CITY OF " NOTICE "
BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE -
ADDRESS DATE PERMIT
THIS JOB HAS NOT BEEN COMPLETED. T e ollowing additions or corrections shall be made before the job
will be accepted.
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE DE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INWECTION
or other material,until the proper inspector has had ample time to approve
1 the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR XZZIO�r
ENGINEER'S NOTES -ALUM 2'x_• SMH PER SPECIFIC DESIGN ALUM 23I
./ SHE PER SPECIFIC DESIGN SIBASIC WIND VELOCITY UP TO 155MPH Vult/ 12OMPH Vasd. 3 SEC GUST FASTEN V/(N) •(0x3/4'SHS!/4'OC EA SIDE TO CCINECTO! NOTE (N.IiEtGMT OF IMP) CAS SID VO •10x3/4' SNOT 3/4' O.COr.
FASTEN CONNECTOR TO GUTTER V/ ES •12x7/4 SAPS EASTER ON CONNECTOR.TOGUTTER TEN 0 1110 /4 16S*&)
8
RISK CATEGORY �. - - � 1� � � NOTES CONNECTOR NAY BE(2)ANGLES CR RECEIVING CHANNEL FASTEN CONNECTOR TO V/oa 110x3/4 S16-[ 3/4'QC.
EXPOSURE CATEGORY B ' ' MIN-•-T--H' MI vmis tn'MIN STRAP It CA BEAM NOTE'COWECT13t MAY BE (2)rxt'xl/e' ANGLES OR EXTERNAL
V/(2) •10 SHSxr LG INTO FACIA & CR INTERNAL 'U' CHANNELS
INTERNAL PRESSURE COEFFICIENT 0.0 OPEN STRUCTURE r10 SNSx3/4'L0 INTO GUTTER LIP TEs'U' DCHANNEL
NEV STAGGERED S.N.S
• • • UREA GUTTER V/SCREEN GROOVE I 'U' CHANNEL TO GUTTER CONNECTION
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF rAsrQN�p z�1 FAcu i
•fe ( V/ •12x2'Lti LAG SCREVS
• • e 1 I2.OC 2'VIDEx 1/8' MIN STRAP I}EA RAFTER
••I V/(21 810 SMSx2' LG 1NT FACIA i.
2•X_• 2'x2' PURLIN, FASTEN •� I SjRUGIUR6 (z) n0 SMSx3/4' LG INTO NUTTER LIP
OP BEAM PER DETAIL 'H' • • _ µ l
COVER ER i • • • • •• • • • • 0 H W I aVGT'J Ez'
PLA E MI I • • • • - m I HOsj 5T
DE ��6 N-HEIGHT 'H'
00 H PRDVMIN LENGTH UMH SPLICE PLATES H
0o TYPICAL RIDGE BEAM CONNECTIONS (n w
1'x 00� EXTERNAL PLATES ENLARGED YIS1I _, LET MATtS
OPEN BACK O OVERLAP BEAM ONTO COLUMN ALUM 2'xH' SM TYPICAL CONNECTION 3/8' !LAG•SCRv x FACIA
x
ASTEN WITH ( PER SPECIFIC DESIGN ( S1m TO SUP I GUTTER V/TUBE SPACER C3 0
FASTEN TO SUPER GUTTER TO iACIA TSs OF EA IEAM TUM_B€RCjILLER
#10x3/4 TEKS 2 3/4' D.C. uw
2x_ TOP PLATE APPLY MAX NUMBER OF SCREVS L AL ANGLE
W/#10 SAPS LRDWS 2 HxV 8 3/4' D.C.
224' ❑.C.& STAGGERED ON EA SIDE I B tte�ce�t BRIG
FASTENED FASTENER SCHEDULE: NOTE, CONNECTOR MAY BE (2) 2'x2'xl/8'xH ANGLES SUPER GUTPER To
TO COLUMN 2'xM' AL SMB OR INTERNAL 'U' OR" EXTERNAL 'U' CHANNEL SLOPING ACIA
PER DETAIL PER SITE SPECIFIC S.M.B. SIZEBc BEAY TO SUPER GUTTER
DESIGN REQUIREMENT x x3/4' x NOTE,_ H N=H La rAG se><EVT
! 12. DC PI]LW 1'x2'
FASTEN PER (N=HEIGHT OF SMB) ws°tw ra c(�AL ALT( BACK
DETAIL FASTEN TO 2x2
2'X2' GIRT ALUM 2'x_' SHE PER SPECIFIC DESIG V/110 SAPS
FASTEN PER FASTEN W/ #12x3/4' SAPS !24' aC.l
DETAIL (N) PER SIDE OF CONNECTOR BLIND
2X9 42 I (^ I•i PER DETAIL
1'x 2'xV' AL SMB PER SPECIFIC 2X9X.31 42 FASTEN CC�ONNEECTC' TI� P.T. LEDGER BOARD
FOR VMS STUD PKAMtD WALLS y N i�•• LAP OF BEAM ON COLUMN FASTEN V/
BASE RAIL DESIGN REQUIREMENT I 2X10 52 40 26 I (V`/aa(N) 1/4x1 /2' FO MASONRY
SCREWS 2 3/4' O.C. a '�• • tox3/4 TEKS P
FASTEN PER FNOR �AS�NRY R �D FASLENAv�NRN) 5/16Lx 1 l/2' TAPCONS) ` iROvs MAX V 13A/'D.C. VT
DETAIL
PT 2X_LEDGER W/ 1/4xi 1/2' LAG SIRS 812' O.C MAX at7� i
: FOR CONNECTION TO WORD STUD FRAMED WALLS I t sTQ�zv((c
� •' .. ,..... ... . TYPICAL
TYPICAL SCREEN ENCLOSURE SECTION S.M.B. TO FACLk CONNECTION w
TYPICAL CONNECTION OF j F
LUM 2' PURL N
�'H' MIN-�-1H' MI ASTEN Op SMB RAFTERS V/ (4) *10x2 H' MIN--�---H' MI N FASTEN RECEIVING CHANNEL i0 HOST 2x4 NW FACIA
CORROSION RESISTANT INTERNAL SCREVS AU 2ECI SMH VITH 810x2' LAG SCREVSE 12' O.C. MAX
OR EQUIV. EXTERNAL CLIPS cR SPECIFIC DESIGN (2) ROWS STAGGERED ALUM FLASHING 2'x3'x.05V KNEE BRACE CtD•4ECT10N V/
ApL� • • INSTALLED UNDER DRIP EDGE OR 6 Hr BRACKET oFpLR�A NTERNA 'U' CLIP
• • • -• • • SPECIFIC CHDES[GN • • • • • 1 • • N X IR'C0RR0S1O1 RESISTANT • UNDER FIRST ROV Or SHINGLES PLATES �,S[DE OR p(T PAR S RAP 120 E GUSSET ~
• • •• • •I• • • • • I• • • • •• • • • •I ALL PURPOSE SORE (3) 814x3/4' S.N.S. ! EACH C CTION PT.
• • • • •I• • • • • • • • •• • • • •I TYPICAL 000! CONNECTON =
• • • •I• • • • I• • f •- •_!_!.....!_J
• • • •I ROOF P i fTt(RK - i
• • • • • • • SN3ALUNRAFTER [SHTELESSCOPED IOVERC SCOL UFW
IGN
• • • • �• • • 1 L----- --y MAT LS FASTEN V/(N) 810x3/4' SAPS 1 3/4' 0.C.
ENE.+ �J_
EA SIDE TO 2'x2' ANGLE NOTE' WrH OF S.M.B.)
2' VIDEx t/8' HIM STRAP I EA RAFTER
PROVI E 3/I6 ALUM SPLICE PLATES V/ES 810 SMSx2' LG INTO EDGE BEAM L
HIM LENGTH..2x14 PROM E 3/1(t.' A1,2UM SPLICE PLATES () THRU GUTTER LIP
TYPICAL RIDGE BEAM CONNECTIONS MPN LEN THx xH DGE rs PANEL FINISHED V/ FASTEN GUTTER LIP TO EDGE BEAM
TYPICAL RIDGE BEAM CONNECTIONS RECEIVEING CHANNEL FASTEN V/ f V/ 012x3/4' 8 12'
EXTERNAL PLATES INTERNAL PLATES• •10x/4' TEKS I 8'O.C. rn OR ROO
NOTE' OTHER EQUIVALENT PLATE SHAPESQAN NEL
MAY BE USED VITH REO'D HIM LENGTH L 1x2 OPEN BACK D
QUANTITY OF SCREVS PER SCHEDULE 2'X2' AL HOLLOW
v~, R15ER S1�E PA
FASTEN = �OMFo 1
V/ •10x3 1/2' TEKS
FASTENER SCHEDULE: FASTENER SCHEDULE: a s' Gc
SCREW SILE/ QUANTITY (PER SLOE) SCREW- SLZE/ QUANTITY (PER SIDE)
O SCREEN ROOM
S.M.B. SIZE x x x S.M.B. SIZE x3/4' x3/4' x DETAIL H
X4 16 4 l
2X6 4 4 1 PANEL ROOF TO FACIA 1 DIA rTHROU H BOLT,
1/4' DIA x THROUGH BIT.
VASHERS 4 NUT OR ECAJIV.
0
8 14
MAY BE USED FOR ADDITIONS TO MOBILE HOMES ` SLPC*GUTTER v/SO EN GROOVE
2X2X9 52 413 30 2X9 52 I 40 1 64 48 40 2X10 64 .40 40 MODULAR 6 PARK MODEL HOMES AS WELL AS \�
SITE BUILT BLOCK OR FRAME HOMES. END COVER ASTEN 2'x2• ANGLE BRKTS
TO SUIT ILPER GUTTER V/ (la J/P sxt
B 3/4. CC. EA SIDE
NOTE: EIVCL_OSURE TYPICAL CONNECTION DETAILER GUTTER TO
I I
EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF TYPICAL CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN SCRIGNPREOY CCRSEN ENCIASURE
BEAMS &COLUMN SIZES TO BE PER. SITE SPECIFIC DESIGN -
ALL FASTENERS TO BE CORROSION RESISTANT '
I hereby certify that I have reviewed this
plan and found it to be in compliance
with ASCE 7-10 and setcion 1609 of the
FLORIDA BUILDING CODE. 6th Edition. 20 7) SHEET OF
TL Hanson & Associates Inc
Consulting Engineer WALE DBE PART NO.. f '7 P•Bar 1726 Phone 352-521-5848 NT5
_ -. .. -, OE90H/ORAIR4 -crlocla0 .
LICENSE HAWLEY ALUMINUM TEL.• 813-713-0422 TLH
OLIR1t SZE ►R
ENGINEER'S NOTES: nuuo ir�C roc n>ul 2• ,�. ' ------ -----------
BASIC WIND VELOCITY UP TO 155MPH Vult/ 12OMPH Vasd• 3 SEC GUST I•x OPEN #ACME FASTENED ip xxt ( _ _
RISK CATEGORY 1 V/i1D x 3/4'TICKS 1 24't1G 9"4
3n'WEDGE AND TOP PLAT.1t: 1'x1'2*u ANGLE
EXPOSURE CATEGORY 8 • x 3'EMBEDMENT OPEN BA FyAnS
11dx3/4• �EKS
INTERNAL PRESSURE COEFFICIENT - 0.0 OPEN STRUCTURE I • • Li44''O LL cpr C X30 P11 at: /CONNECTION i _--------
EA LFDE Y I- .. CORROSION RESISTANT
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF s•; - . - I• •xr ALIRI ANGLE I i 2'x2' SCREEN N (4)CONCEALED 110x1 !/2
VD's!)/2 VASFER HEADED SCREWS
`�;`�.•-'1,. 3 110x/4• TCKf REC CNAI4ES IN LIEU t2) i IN tP)CONCEALED 110x1 1/2' ED CORROSION RESIT VE Z..:/��F,4r; 4•I EDGESTANCE /CONlECi1W 194'x2'CLIPS SHOWN ROOF PURLINl7'OG MAX
CORROSIDtt RESIET� FASTEN EARED EAL TI
WASHER !FADED SCREVI
— — �u I CORROSION RESISTIVE MIN t4)11Dd'
1/8' CORNER GUSSET ANGLE BRACKET ••,�/sJ ^► VASHat NEADCD scREvs
" ER1TCAL,FRAME MEN DER
FAST W TH (9) #12 x 3/4 S hL r y.+:�ff El HOLLOW GIRT TriZCAI CxY MOLT OV GIRT TYPICAL CORROSION RESISTIVE SCRE ALUM 3148
CORROSION RESISTANT .1oPEx#Aa oR SMB.COLUMN SCREE)+RCP TO STRUCTURAL WALL MEMBERS stu NICK SPECIFICIFIC ALTERNATIVE DESIGN REafREMENTs
5/16• EYE BOLT CONNECTION FIT ADDmD1&Cups WHEN
W/DOUBLE NUTS COLUMN lIZE pRavlD[S ROOK otG?TIQNL usE I Vrd VE 110x9/4' DEAN STITCH
LOCK NUT&VASHERS /Sum " IN L�OF CE) 2 r M MAX TYPICA4
CORROSION RESISTANT rx2'x2'X4r ANGLE F TE�REC.CiPS SICVN ANN L V/t2) TYPICAL CONCEALED WALL GIRT
e e 'y'
e TtKs xr+d' OR[ouly CONNECTION DETAIL ROOF PURL CAL INS CONCEALED
ROOF 5.11.8.
O `ASTE)1 v/40.I0 x3/4 TICKS
e - V4' iAPCON4 x 2 t/2 T SLAB V/3/e' LDT —• —
e � BR+►uaT 6a (h"r� 1x2 OPEN BACK BASE RAIL BASER RAIL
e EMBEDMENT
'x TAPCON 2'x2'X3•X1/8' ANGLE
/8' STAINLESS STEEL ' ' • p1 �I
7x7 CABLE V/ MIN �•4 ' r ' ' r ` •'t t„r�r 2'x2'X1l8' ANGLE PICAL 1/ TICKS T1 fC2)'CLAMPS -}' ' : Sr<w:.. V. . Sjl:t•;:�: :�'tiil 2,/4'x2' EMBEDMENT
a!!►'r�'�r CDLISTANCL y.} ;'•• ri• k•. C`r,'J•at1�q` 3)#10x3/4' TICKS I p 0
.. „ 'rj •s.�' ) i y •. >' Y I. ,' •, TAPCON (2)
1x2 OPEN BACK
BASE RAIL 1x3 OPEN BACK
ICg�1,ETXPOSED CONNECTION DSTLU1[N3 o ' O BASE RAIL FASTEN
yAPPROX. :�' COLIDI[NO TO DDECIE TO CO
TO SLAB PER DETAIL
_ _ _ _ PLAN VIEW x2 HOLLOW PLAN VIEW x3 x.125 AL CORNER
1/8' S.S. y�t S W M10P8NS !3K O.TO• MAX COLUMN 1x3 OPEN BACK TO 3x3
CABLE 3000 PSI CONCRETE jO SIl[IPE I V/#10 SMS ! 12 O.C MAX
SLA#/FOOTER RMI 2-x2'XV8' ANGLE ,, 2'x2'X3'X1/8' ANGLE
pl�b+ A4�•TE�xsy�Y Ti i4•xr EMBEDMENT /4'x2' EMBEDMENT /4'x2' EMBEDMENT
5/16 EYE BOLT V/ Z CODOSIDM RE7ilSTANr TAPCGM TAPCON TAPCON (2>
COMPRESSION SLEEVES ELEV
CORROSION RESISTANT = iflJ r„2•)a/r 2'x2'X1/e 1x2 OPEN BACK. 1x3 13PEN BACK
AN ANGLE BASE RAIL I ELEV 4 0jfJ
BASE RAIL
. - ) '� EA SIDE OF roST , pp�,7� I ' �' '„s _S * ' ~�i �..,,, F;S:,Shl':��4"• r r1�..�L• q.�Ltlt 1l' a µLS a� 'y .
(..a+ ® •. COMOSDII RCSIST K��f� ,t. 1 � •ti}i'•;L.e�t •S~.,•I*.S^ " ' 4;3i� y���Tf', * 'f•4�!,7��w •�,j,�-fq:r 7,�,rfr)'�{ep t
' �:•S:•ry' ¢' ,a'.�H , 1\ y.;t:J I '�'6 i•• ?,'t �'vi'f' i ' .y`1J1• nc :$.;4�s ',tp'+1»M'*. i-3•!'1:::�;�-; "�''
y [DGE DISTAMEE I i" 4t , ,�I L
r wri 16 1n i L`)/iF;t1 b „� 1
1 1/4 x 6' APPROX x 0.12 THK. ,Z �' f� u; ��+ ti o� r f�►�`1'1r °`'a `•pr t
STEEL CLIP 1+rI°. f `«.•'' "ya,�I .v '� I ;y'r'i+r>'r ,�• • `�,� r+ s!'
FASTEN W/ (2) i/4• x 1 1/2 EMBEDMENT -=,t:t: J 't�`;s'• r�1's`s __-� " ..• �= y4 x6 110 A dWMIR F DER FILL ?`I'sh� 4. 3000 PSSII CONS• ��pY�p
TAPCONS DR WEDGE ANCHORS ", 'h₹:`+y', .� OG MIL POLY.FILM yJ gx6/110-iIOVy� F1DLR FILL
CORROSION RESISTANT % --12--� W� OVER COMPACTED TERMITE --►� OVER 6 MIL•POLY FILM
TYPICAL CABLE ALTERNATIVE TREATED, SOIL W OVER COMPACTED TERMITE
POST CONNECTION 3000 PSI CONC. CONTINUOUS FOOTER 110-130 MPH TREATED SOIL
CONNECTION DETAILS SHOWN CONNECTION FOR CONCRETE SLAB W/ (2)#5 CONTINUOUS TYPICAL DETAIL NOTE' NO FOOTER REO'D EXCEPT WHEN ADDRESSING ERROSION
EXTERIOR CORNER 4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY
- - -
BOTTOM BE USED
gON LLE�V�ELS GROUND UPTO SLOPES OF 1'/12' 131-140 MPH
'OR�y GRADE SL6PE#GREI4IER THAN 1'/12' UP TO 2'/12• TYPICAL DETAIL
'x3•)Lo45' ALUMINUM COL1R#4 TAPCON FASTERS SHALL PASS f W&Y=12'x16' W/ (1) #5 CONTINUOUS EXTERIOR CORNER;
2x2x.062 A (3 3'X.045' ALUMINUM COLUMN! 4 CORNERS) THRU PAVERS TO PROVIDE • FOR GRADE SLOPES GREATER THAN 2•/12' @ BOTTOM
EACH SI 1 1/2' EMBEDMENT INTO CONCRETE SLAB NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM
1 DECKING 2) #10 5)45 24. O.C. MAX OR FIBERMESH
PT 2x4 OR&15RWIVE ��CORROSION RESISTANT(2) AVERS
TO FASTENJOISTS 14x ALUM BASE PLATE (TYP) 0 NOTEI
V/#8x3 DECK SCREWS 2' EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF THE
• P7 2'x6' PERIMETER JOIST
CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN
I ,�:- Y•S:=r; ; �� BEAMS &COLUMN SIZES TO BE PER SITE SPECIFIC DESIGN
Rlo TAPCons x 3 1/ `' � 'z'`t"'"� `'' ' ` ALL FASTENERS T❑ BE CORROSION RESISTANT
-CORROSION RESISTANT 2• "YXs ,zsw"L y'��'; 4 ��i'j�:
MIN DWEDMENT IN 2 x_ . Xs"f—t') yTi1: ,t
PERIMETER JOISTS 'qa t .++•'E
4t' 4
�f�.A.� ' `' MAY BE USED FOR ADDITIONS TO MOBILE HOMES
•
24•MAX DC. - v 4 t l�}h MODULAR & PARK MODEL HOMES AS WELL AS
TYPICAL r..1¢4.}�u: SITE BUILT BLOCK DR FRAME HOMES.
I hereby certify that I have reviewed this
plan and found it to be in compliance
with ASCE 7-10 and setcion 1609 of the
FLORIDA BUILDING CODE. 6th E Ilion. (2017) s+�r
TL Hanson & Associates Inc
i ' Consulting Engineer ,= WE w�T►O.
Po Sm 1728 Pla 352-521-5848 NTS
HAWLEY ALUMINUM TEL: 813-713-0422 aMEGED
ENGINEER LICENSE 38854
FZ
JAN 16
Lq�S CEP ?019
Y P Fj�� AYR ILL
s �R
ALL'WORK SHALL COMPLY WITH F'REVAi(j
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHUS
Rif ORDINANCES
+
Apr
I hers y a(ttfy thot I hay, r w.ir.a this
plan and iaund It to be In
with ASCE 7-10 and satcion 1608 Of the
DA BUUAMO coo€,-�-- (2017) o►
TL Hanson & Associates Inc
Consulting ,Engineer sue"--'- ,
t. I�' Po Ow trA f m 2-ast.sere N"
{ HAWLEY ALUMINUM ra. 813-713-0422 TLH
a+sc�ats
II