HomeMy WebLinkAbout18-19538 CITY OF ZEPHYRHILLS
. -. 5335-8TH STREET
(813)780-0020 1953
BUILDING PERMIT
PERM IT'INFORMATION - LOCATION INFORMATION
Permit Number: 19538 Address: 5628 MUSE 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: SUNSET ESTATES
Est. Value: Parcel Number: 12-26-21-0310-00000-0860
Improv. Cost: 3,888.00 OWNER INFORMATION
Date Issued: 4/10/2018 Name: MCGRAW MARY ANN
Total Fees: 90.00 Address: 5628 MUSE CT
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542-6856
Date Paid: 4/10/2018 Phone: (813)782-2230
Work Desc: REPLACE EXISTING SCREEN RM
CONTRACTORS APPLICATION FEES
TATE PIERCE SCREENING INC BUILDING FEE 90.00
^�r
i
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
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
813-780-002U City of Lephyrnills i-ermit Applicauon �^
Building Department r
Date Received r Phone Contactfor Permitting .3 I lS1
Owner's Name ALRU 141111downer Phone Number
Owner's Address 51,2,9- r Owner Phone Number
Fee Simple,Titleholder Name v Owner Phone Number
Fee Simple;Titleholdee ddres
l:S
JOB ADDRESS S- r 1W121 5 /6 PSYA LOT#
SUBDIVISION PARCEL ID# rapovo ,U
(OBTAINED FROM PROPERTY TAX NOTICE) '
WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN 0 = DEMOLISH
R. INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE.OF CONSTRUCTION = BLOCK 0 'FRAME �, STEEL 0
DESCRIPTION OF WORK f ' B X T /200IV7 tWEL/ A Nell ®we_-
BUILDING SIZE /` /2 SG1 FOOTAGE ..�3a ® HEIGHT •. 9
Q�BUILDING $38�8 VALUATION'OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
AL a
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /v
=GAS
= ROOFING Q SPECIALTY = OTHER 11
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
e
.BUILDER i
COMPANY' r4n-
P���
SIGNATURE REGISTERED I Y/ N ' FEE CURREN Y/N
Address /k42r-Aa r license,# ;
-
:ELEC.TRI,CIiAN- COMPANY
`SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N.
Address` License#
PLUMBER." COMPANY-
SIGNATURE REGISTERED Y/ N'' FEE CURREN LY/N
Address License#,
MECHANICi�L COMPANY.
SIGNATURE-. ' ' REGISTERED Y/•N FEE CURREf\ .. .'. Y/N '.
Address'- License.#
OTHER`.- :::~:':...,,. COMIPAiNY
SIGNATURE: :: ;'' REGISTERED Y/.N FEE CURREK Y/N
Address_:,.- ;:� ;�'._. .-., :,•.. - License#
RESIDENTIAL Attach 2, PIotP-,lans '2•sets`ofi Buildiri Flans; 1= sef`of Ener Forms;R O=VV Permit for n6w,ccinstivction,.
days,aftecsutimitt,date.:Required`onsite 'Constriction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary,,acdities.-&1F dumpster.;Site Work:Permit forsubdivisions/large projects'°.
OMIM ERGlAiI. Attach°(2)complete'sets of`Building Plans pus a Life Safety'Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit fog all-new:projects.All commercial requirements must meet compliance
'SIGN:.PERNtlIT Attach°(27 sets.:ofEngineered.;Flans -
****PROPERTY SURVEY required for.all;NEW,.construction::.
------------
-
Fiil`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�t6 a con6ct6r)�9r Power of Attorney(for'the owner)would'lie someone with notarized letter from owner authorizing same
,;.,..:OVER-'.THE'COUNTER:PERMI7TING.,, (gQpy-of�contract-required)
Reroofs if shingles Sewers'.' Service:Upgrades A/C' Fences(Plot/Survey/Footage)
,,-- ....-....... ...6.
Driveways-Not over Counter if on public'roadways::naeds ROVU
NOTICE:OF DEED RESTRICTIONS: The undersigned,understands,,that this,p.ermit m-ay.be.subjectao,!deed°,re**l,.1
:a!. - ..,.cr:�=.-•'r...v:;..;.:.,,_•H_,».=^,; - r•5.s;r.fa'=.. .:.s�,.,',�?_.;.,�as:'t, -:
which.rnaybe;=more restr'icfive�than.Couhty:regulations-�`the=cindersigned`"assumes��responsibitity>for�compiiance°with:any.
applicable-deed restrictions. ::;
UNLICENSED,CONTRACTORS ANb •CONTRACTOR RESPONSIBILITiES If-the owner h'as-,hit Z contractor or
contractors`to undertake work, they rmay;.;be:requiredao'be licensed,in accordance with:state:and local,r,,egutations >
contractor.is-not.=iicensedas T� qulred`by'latw, both:the owner:and'contractor m`ay be cited=for a misdemeanor viol,tlon: .
understate law. If the owner or;intended contractor are uncertain as to.what.licensing requ rements;rrtay aRpl r'::for tFie r'F-<
intended work,they:are-advisdd to`contact"th6 Pasco.County'Buifding:Inspection-.DiVigion--Licensing.Section at:727-147-'
8009:� Furthermore, if the owner has":hired'-a contractor`or cont�actots, 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`owhet'Asrign-as`ttie '"`"
contractor, that•may be an indication that fie-is,not properly lidensed'anif is not entitled to permitting privlleges_inF Pasco,
County.
TRANSPORTATION.•IMPACT/.UTILITIES IMPACT AND RESOURCE RECOVERY FEES:`The undersigned understands. . . r'
that Transportation Impact Fees and Recourse Recovery Fees may,apply to the Construction-of new.,.bullldings,:=ch'ar7ge
use iniexisting buildings, or.expansion-of<existtng''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-dues will'tie;identified�at1th'e7aiii
permitting. "It is further-understood that Transportation Impact fees,and ResourceRecovery,Fees must be paid.prior: o
receivin a:"Certiftate of occu anc .'•or final. .ower release. ''If the: ,r ject•does not:invoive a'certificate of occu
9: P Y P P 1
final;.powevrelease;the-fees•must be:paid prior to permit issuance.._.:Furthermore,.if Pasca-County WaterJSewer,impact;..
fees are-due;.they.,mustbe-paid.prior to permit issuance.in.accordance withtapplicable;Pasco:County ordinances.
CONSTRUdTION"LiEN-LAViI'(Chapter 713,"Florlda Statutes,as amended): If valuation of work is$2,50O.QQ.or,mor_.e;
certify(that I, -the applicant,,have been ,provided with a .copy.-of.-the "Florida- Construetlon.;l ien -Lava--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'`documentand promise in;goodfaifFi to..
deliver it;to'tl e:"own er"'}iFior-ta.commencerrient:
CONTRACTOR'STOWNER'S AFFIDAVIT:,:'
.certify that all the information in this application is accurate and'that all work
will be,done in compliance with all applicabie`laws regulating construction, zoning and land-development. Appiication.,is
hereby made to.obtain,a; permit:to:do,work--and installation .as'-indicated. 'I-certify that no-work or,instaAatl6 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, A, 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,limitedto:
Department of Envirorimeritai:'`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 Carps of Engineers-Seawalls, Docks' Navigable Waterways.
Department,of Health;&.Reha_bilitative, Services/Environmental:-.Health.-:Unit Wells, Wastewater.Treatment,
Septic°Tanks:....
US Environmental_Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways..
I understand thatthe following r®stric#lons apply to the use of fill:
Use of fill is not-allowed in Flood Zone W"unless expressly permitted.
- If the fill material Is to'be tised-ln. Flood Zone 'W% 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•Statia of Florida.
If the fill-material is to be used in Flood Zone "K" 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`a0jacent properties, the owner may be cited for violating:
the conditions.of,1he:building.permitissued 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 shaN':be constraeti to tie'a license'-Iapraceed witli?tfie work and not as authbrity:.#o•violate,.cancel,;aiter, or
set aside any provislans"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 lsstred 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.perio&pf six(6) months after the time the work Is commenced..-.An extension
may be;requested,'I weiting,_,.from.#lie Building Official for a period.not to exceed ninety(90) days and will demonstrate
justifiable cause forth°extension..If work;Ceases for ninety(90)consecutive,days,the job is considered abandoned.
WARNING'`TO OWNER:'-•YOUR�'FAILURE-,T ,RECORD;A:NO.T.ICE,OF COMMENCEMENT.;MAY:RESULTV IN YOUR
PAYING.TWICE°„F,OR`IME?!ROYEMENT$TO YOUR,PROPERTY.,.,IF YOU,iNTEND=T +OBTAIN FiNA�N'CING;CONSULT
4 x
WiTN:Yt3UR`LENDER"OFf r A7TORN BEFORE RECORDING`YOUR°NO OF COM- CEMENT:" /J�.�
--FLORIDA JURAT(RSA-1-7.03}:-
OWNER OR AGENT- CONTRACTOR
�T
Subscribed and-sworn to(or affirnred).be r me this S s ed a d sw o or affirmed)before me this
Who is/are personally known to..me.or,has/have produced Wh are, ersonally to me•or has/have produced. .
as identiticaton: r ;eec- S9 as identification.
Notary Public Notary Public
Commission No. Corn io6 a. . iNE BODES .
Commission#FF IOL1422
12,2018
_. : December
Name of Notary typed,printed or stamped Name of Notary typed, ropadTtwTroy Fain Imo"_'
1 LQ IIIUfl
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ► !'�' (�i �, G� �`�--�'�L<.
Date Received: 'l L/
Site: In
Permit Type: C c ( 2—
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.
alvin S?,i r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
IIIIIIIII�IIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIII 0944511 DS: Rec: 10.00
DS 0.00 IT: 0.00
2018053505 04/02/2018 B. M., Dpty Clerk
-- 'PRULR S.0'NEIL,Ph.D.PRSCO CLERK Q COMPTROLLEh
04 019701 m
R 11K PG 1012
Permit No. Parcel ID No /a1 '07(0^�/ D310-OWC0 OB60
NOTICE OF COMMENCEMENT
State of F ORT019 County of t-S C D
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 Identification No. /bL-61(o-al/- 0310- 00000 - C6(vD
Street Address: S(nd 8 MUSE COURT
2. General Description of Improvement lr&&r^J ROOM
3. Owner Information or Lessee Information If the Lessee contracted for the Improvement:
—_lb4ay Anlnl
S(odB /Y) me
GS, CT ZN�/y/dySLCS
��-
Address City State
I",esl In Property: A41AIN72
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address �y City State
4. Contractor. T Tt' /1 -Re&
d99Dsda j.�rdr/trL7-sbR,c1 Loaf Gt/r-sCr�f CrJlriFl2 33S'!S ��-
Address City State
Contractor's Telephone No.: 8/7- 7/ ' 9tv 19
5. Surely:
Name
Address City Slate
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City State CJ�`�0 • 7�
Lenders 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 a 6�
Section 713.13(1)(a)(7),Florida Statutes:
Noma 0 W
r�5 t• } ti
Address City Stale
Telephone Number of Designated Person:
8. In addition to himself,the owner designates Of s C
to receive a copy of the Lienot's 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 completion of construction and final payment to the
contractor,but will be 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE W
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Q ~ Y
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. W
Cl) W �
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are lure to the best Ur L L = J U
of my knowledge and ballet z O J
STATE OF FLORIDA �( - G �� O Q -.Q N 0, a
COUNTY OF PASCO /\ W W F-- W F-
W
Signature o Ow or Lessee,or w rs or Lessee s Au orized , W d
OfflcedDire r rtner[Manager = z_I
>- W C) Q 0
Signatory's Titie/Office W Q Q U U
��pp M = >. ULLL Loa
The foregoing Instrument was acknowledged before me lhis�day of i P( 20/Lby fflAA1Z4&)0 //rlr ✓A�J Im�s 0 a W p
as �i� (type of authori ,e.g.,officer,trustee,attorney In fact)for ("� _ � U � W
(n a of party on behalf of h m Instrument was executed). I— J ,zQ J
Personally Known(¢FOR Produced Identification❑ Notary Signature � fLn i U m 0 LL U
W
Type of Identification Produced Name(Print) i9 /4 N U- = O W
Wnn � pz
L1. 1� UCC, 5 O
11ingWo Lane o o z a cr'; co
Notary Public,State of Florida w Lo ¢ LU `G.V
My Commission Exp)*April'22,2019 in LL z� —I
Com.No. FF 218648 in p�„ a >-
wpd atalbes/n oticecommenceme ntpcO53 D48
I HEREBY CERTIFY THAT I HAVE REVIEWED
EXISTING HOST STRUCTURE #12 SMS W/1",O MEG-WASHERS @ 8"O.F_ THIS PLAN AND FOUND IT TO BE IN
wHEREATTACHING TO (USE SCREW LENGH EQUAL TO COMPOSITE COMPLIANCE WITH ASCE 7-10,
3"X12"RISER PAN PANEL
BREAK FORM HEADER OR USE#12 53/4"SMS 2`FROM EDGE PANE!.THICKNESS PI.U5I') &FBC 6TH EDITION
EDGE&!H3'°.G BEAM IS
RECEIVING CHANNEL V/1-1/4"NEOPRENE WASHER. THE SIZE AS 1PRIGHT EXISTING ROOF
PER PANEL 3"X48"COMPOSITE
#10 SMS AT EACH RISER #12X4"SMS ROOE'PANEL SEE DETAIL Cl FOR
I-1/4"NEOPRENE ALUMINUM RISER PANS
FOR PAN OR#10 SMS @ WASHER @ B"O.C.PER 2XH EDGE BEAM
8"O.C.FOR COMPOSITE PANEL PANEL [SEE SHEET S-2 FOR SIZE)
SOLID ROOF
--- - - - - - 1x2 OPEN BACK
OPTIONAL 2X_SMB/PATO BEAM
I
1"02'OPEN RACK ATTACHED SEE.'SHEET S-2 FOR
TO POST w/[2) I SIZE) 1x2 OPEN BACK ATTACHED
"'10.1y'SMSsTo EDGEBEAM w/ TO EDGE BEAM W/#10 x 1-1/2"SMS
#10X1'/--SMS 1-2"O.G II 12"D.C.,6"FROM END
II
1-1/4" #10 SNI$@ B"O.C. SCREW B 3"INTO
`Y II 11 SCREW BOSS [4)#1D x 3"
FOR COMPOSITE PANEL MIN. MIN. INTO SCREW ROSS
(MIN) (4)#10 SCREWS PER 12" II II II S p
WIDTH CONNECTING fTJL°H/1'!L'Lll
II II ALUMINUM PROFS 0 NEER SEAL
PAN TO HEADER(BOTTOM II PATIO UPRIGHT
OR BACK OF PAN) 2X_PATIO COLUMN%UPRIGHT' (SEE SHF.Y'T S-2 FOR SIZE)
II (SEE SHEETS-2 FOR
Ij4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C.
II I) SIZE) ENGINEER OF RECORD
CONNECTING HEADER OR CHANNEL TO FASCIA. David W. Smith P.E.
ROOF PANEL TO EDGE/END BEAM CONNECTION DETAIL B
ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS INTERNAL FASTENING POSTS TO EDGE BEAM)
ROOF PANEL TO EDGE/END BEAM CONNECTION DETAILA ( FLORIDA LICENSE NUMBER:53608 SCALE:NTS
SCALE:NTS SCALE:NTS
II ..Thomas L. Hanson P.E.
UPRIGHT FLORIDA LICENSE NUMBER:38654
1/4"0 4")
ECONDARYANGLE MIN Mark Ronald Dunn, Jr.
Concrete Screw .125"THICK(NOT
Column Anchor (4)#10 X 3/4"SMSEQUIRED FOR 2X3 P.E.
Size FAS'T'ENING SECONDARY
B Min,Spa EMBER)
ANGLF.TO COLUMN(1'Y'P HINGE LOCATION
2x4 1 0' EACH SIDE) FLORIDA LICENSE NUMBER:73968
PRIMARY 2"X 2"
(B)-3/B"0 CONCRETE SCREWX 0.125"ANGLE 1/40 x 2"-1/_2 MASONRY ANCHOR
2)#10 X 3/4"SMS FASTENING 2°x 2"EXTRUSION 2"x 2"EXTRUSION / IF WOOD SUBSTITUTE IDENTICAL Joel Falardeau P.E.
ANCHOR INTO SECONDARY OL(JMN 1'D PRIMARY ANGLE V WOOD SCREW OR LAG 6"FROM
ANGLE(TYP EACH SIDE)(SEE FLORIDA LICENSE NUMBER:70667
TYP EACH SIDE) i / TOP&BOTTOM&@24"D.C.
3/8"0 TABLE) "X 2"BASE MEMBER HINGE LOCATION DOOR / r Erik Stuart P.E.
xz°ovr:N BArx Concrete Screw TY'P EACH SIDE) FLORIDA LICENSE NUMBER:77605
Column Anchor ANCHOR SPA
Size (MIN)(TYP)(SEE TAB (1)-3/8"0 CONCRETE SCREW I /
B Min.Spa ANCHOR INTO PRIMARYFBC Plans&Engineering
2x5 1 3" ANGLF.AND @ 1/4"0 CONCRETE.2x6 1 4" SCREW ANCHOR@ / Services,Inc.
2X7 24"O.C.BETWEEN COLUMNS 6272 Abbott Station Drive Unit 101
2x8 2 NOT'E'S: (TYP EACH SIDE) I
Zephvrhills,B.33542
2x9 4 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR HINGE LOCATION (813)788-5314
2x10 2 4.5 INTO THE 1X2. Fax:Phone:
1"X2"OPEN BACK1-(866)-824-7894
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT / , _•_
Email:erb@fbcplans.com
LOCATIONS.ALL SCREW'LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED Website:lvww.tbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: — — ———— C.O.A.- www.f29054
bcplans.com
CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-i NOTES PAGE. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. SMS MIN
4,2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM, THRU SCREW BOSS OF DATE: 03-13-2018
5.FOR A ZX4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A i"X2"OPEN BACK
2"X2"X2 X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS 1"x 2"x 0.044"TO UPRIGHT W #12 x 1-1 2"SMS @ 12"O.C.AND WITHIN 3"FROM
FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) / / OPEN BACK TO HOST STRUCTURE DETAIL DRAWN BY:BM
(4 TOTAL SCREWS ON EACH SIDE OF POST) END OF THE UPRIGHT.
SCALE:NTS
POST OR SMB CONCRETE BASE CONNECTION TYPICAL SCREEN DOOR CONNECTION DETAIL REVISION: DATE:
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) SCALE:NTS
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION RO 1
SCALE N.T.S.
RO 2
EXISTING MASONRY
WALL GROUTED OPTION#1 RO 3
RREAK FORM HEADER OR SOLID I I
RECEIVING CHANNEL - @CONNECTION PROJECT ADDRESS:
#10 SMS AT EACH RISER 11°c
('I)#10X1 "SMS I I OPTION#2
00 INTO SCREW BOSSES I I
B"0C FORN C M OSITE _ I ---- THOMAS
B"O.C.FOR COMPOSITE PANEL 1/40 X 2-1/2"
---
MASONRY SCREW 3"FROM I 5628 MUSE COURT
d SOLID ROOF 2 x_END BEAM END&@ 24"O.C. --- ---- ----
• • • ZEPHYRHILLS,FL 33542
(SEE SHEET 5-2 FOR SIZE) —
2"X2"OR 2"X3" O,U625"ALUMINUM
n 2`x 2"x i/S's BEAM DEPTH"
MEMBER OR EXTERNAL RECEIVING
RECEIVING CHANNEL ( I CHANNEL W/(4)#10X3/4"INTO
UPRIGHT OR BEAM
d W/(1)3/8"x 3"CONCRETE 1"X2"OPEN BACK I ( LINTO BEAM OR UPRIGHT'.(2) KICK PLATE • -SNAP OR SELF
ANCHOR INTO WALL.& #12X 3/4"EA.LEG INTO GIRT OR .ATTACHEOTO ALUMINUM MATINGCR CONTRACTOR:
#)n SMS @ 8"O.C 14)#12x3/4"SMS EACH I I PURLIN-(0.062"ANGLE CLIPS w/ MEMBER W/(1)#1DX HOIAOW
FOR COMPOSITE PANEL SIDE INTO BEAM I I (2)#12x3/4"SMS EA LEG) 3/4 E?2a aL. TATE PIERCE SCREENING
(1)1/4"MASONRY ANCHOR NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW •
24"O.C.,(2)ROWS STAGGERED INTO ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT IJPKIGHT OR BEAM-SNAP
HEADER OR CHANNEL TO HOST, OF MASONRY ANCHOR SCREWS. NOTES
2"MIN.EMBEDMENT OR SELF MATING OR KICK PLATE ATTACHED TO ALUMINUM MEMBER NOTES
H 0 LLO W SCALE NTS (1
_
ROOF PANEL TO WALL CONNECTION DETAILS END BEAM TO HOST STRUCTURE.DETAIL
SCALE:NTS SCALE:NTS PURLIN OR GIRT TO BEAM OR POST DETAIL \J 2
JSCALE:NTS
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
L. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
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,
MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. I(`WORKSMALL COMPLY WITH PR ILING
3. FIBERMESH(3/4"PER CUBIC YARD NUN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED CODES FLORIDA BUILDING CODE,
IN LIEU OF WELDED WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. NATIONAL ELECTRIC CODE,
5 ALL REINFORCING SHALL CONFORM TO ASTM A615,BE
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITHBE FIBERMESH.GRADE 7,ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED AND THE CITY OF ZEPHYRHIL.Lv
. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C.
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW ORDINANCES
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
BE 3000 PSI MIN.,2"MINIIv1UM.THICKNESS. MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. GRADE#5 OR BETTER ZINC PLATED.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
FOLLOWING: PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). i ZE DATE
r
18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES Y i r/�I E -�
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN JOB DESCRIPTION: SCREEN ROOM
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR J3 l
3/4". OTHERWISE NOTED ON PLANS. I 11' r� Y�l'k PR E OVAL 8 INFER 5FA1,
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: L
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH �� I ► ^?
CLEAN POTABLE WATER. G-185. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2, RISK CATEGORY : 1 David W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE : B
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHER WISE. FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 4. WIND LOADS:
2,&3 ALONG WITH HOT WEATHER CONDITIONS SCREEN ROOF: N/A
RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN WALLS: 23 PSF Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 Mark Ronald Dunn, Jr.
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0,013
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 P.E.
B.MASONRY: ASTM C150 7.6. F C OR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
LOAD: FLORIDA LICENSE NUMBER:73968
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C333001b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM C494
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 B. EXISTING 4"CONCRETE SLAB W/WIREMESH FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8"'. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 6TH EDITION FLORIDA LICENSE NUMBER:77605
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN CURRENT ALUMINUM DESIGN MANUAL 9. SCREEN ROOF TYPE: N A
HEIGHT. F.ABBREVIATIONS: 10. SOLID ROOF TYPE: 3"x48"x0.024"COMPOSITE PANEL.ROOF FL 7561-R4 OR EQUIV. FBC Plans&Engineering
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services,Inc.
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM--SIMILAR Fax:1-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3. UON--UNLESS OTHERWISE NOTED
HOLLOW SECTIONS Email:erb@Ib.fbcpl.com
0.024"SHALL APPLY. 4.CONT--CONTINUOUS Website:www.ibcplans.com
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 5•VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"X 2"x 0.046" C.O.A.-#29054
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 3 x 2:---------------------------------------3"x 2"x 0.050"
G.RESPONSIBILITY:
STRESS DESIGN" C "PART I-B-SPECIFICATIONS FOR 2 x 3:---------------------------------------2"x 3"x 0.050" DATE: 03-13-2018
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY:BM
PREPARED BY THE ALUMINUM ASSOCIATION, 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
INC WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH 2 x 5:---------------------------------------2"x 5"x 0.050"
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN REVISION: DATE:
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
ALUMINUM). OPEN BACK SECTIONS
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. RO 1
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3•THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:----------------------------------------1"x x 2"x 0,040" RU 2
SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"X 3"x 0.045"
5 ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR.
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RU 3
USING#12 SPACING MAY BE 24"ON CENTER. ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap:---------------------------------2"x 3"x 0.050"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Sna 2"x 4"x 0.045" THOMAS
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. p
5628 MUSE COURT
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) 5628 M HILLS,FL 33542
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS:
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 X 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x9 SMB: 2"x 9"x 0.072"x 0.224" TATE PIERCE SCREENING
z. HEX BOLTS HAS BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FBC 6TH EDITION
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17.1 IN ITS ENTIRETY. S- 1
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3• EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
SECT/Ow /2 , TOWNSH/P 26 SOUTH, RANGE2/ EAST- PASCO CcXJNTY
LOT 85
°PIPE
060 ��5oE,NP ���, cONcREtE
N. 89.4946" E. 10164'
eoNcR�-rte .
O IVY / " ' 30
h; v
� W
CURVE DATA 4 SCREENED
ENCLOSURE /4' f
RADIUS = 45.00'
ARC - 58.85
CHORD 54.74 ih
BEARING = N. 0055 7 tY; r GYVE STOR g P\J
/ / 4 RESIDENCE.9
G •IRO v,
SCALE-/"2O'
Lot 86 , SUNSET ESTATES #2 , as per plat thereof recorded in Plat
5.5" Book 16 , pages 3 and 4 , Public Records of Pasco County , Florida .
NOTES :
LOT 86 %h �. p 1 . No apparent surface encroachments except as shown hereon .
sue. 2 . Underground encroachments or utilities ( if any ) not located
in conjunction with this survey .
3 . Description shown hereon furnished by Sunstate Title Agency ,
Inc .
BOA-D/NG 4 . Bearings shown hereon based on record plat .
LOT 87 ' 5 . This property surveyed without the benefit of a title search
for easements , additional Rights-of-Ways or other
o. e encumbrances of record not furnished to this office .
6 . The land shown hereon lies in Flood Zone "C" according to
Doc Flood Insurance Rate Map Community Panel 120235 0005 B ,
E'EN dated April 8 , 1983 .
K �
WIRE \
FENCES t ' N IN CONCRETE
-` FOUN
I hereby certify that the boundary and BEALL 8 CO. LAND SURVEYING
improvement survey represented hereon meets 316 PENNSYLVANIA AVENUE
CERTIFIED TO : � the requirements of Chapter 21 HH-6, P.O. BOX 773
/NDU!STR/AL VALLEY TITLE INSURANCE Florida Administrative Code, pursuant to SANANTON/O, FLOR/DA 33576
(904) - 4/47
S,J°JSTATF TITLL AGENCY; INC. Section 472.027, Florida Statutes.
(JNRANA, OF PASCO COUNTY
MARY ANN McGRAW /) DATE A� SURVEY: 06-19-92 06-19-92 DRAWN 8Y: MWB
SOUTH BOUNDARY PREPARED BY. V V'1/V. DATE OF PLAT: 06-20-92
O MAUR I CE W. BEALL
Professional Land Surveyor NO. 92/55 SKEET: ONE OF ONE
//2"/RONROD.O 827
FOUND Florida Reg. No. 4281
PREPARED FOR
NOT VALID UNLESS IMPRINTED WITH RAISED SEAL MARY ANN McGRAW
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