HomeMy WebLinkAbout15-16801 ; CITY OF ZEPHYRHILLS
; r� , 5335-STH STREET
(ais)�so-oozo 16 1
° " BUILDING PERMIT
PERMIT INFORMATION - LOCATION INFORMATION
Permit Number: 16801 Address: 5537 12TH ST
, Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-11700-0050
Improv. Cost: 12,590.00 , OWNER INFORMATION
Date Issued: 12/08/2015 � Name: PARRISH, LEE & SUZANN
Total Fees: 150.00 Address: 5537 12TH ST
Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/08/2015 Phone: 813-782-3749
Work Desc: SCREEN RM ADDITION 15 X 16 INSTALL DW
CONTRACTOR S APPLICATION FEES
BOBB E.HILTON T I BUILDING FEE 150.00
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Ins ections Re uired� �
FO TER 2ND RO GH P UMB I IN TION EI N
FOOTER BOND DUCTS INSULATED SEWER MISC. �,
ROUGH ELECTRIC LINTEL MISC MISC. I
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY � � Yl
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 properly 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 properly. 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 pertormed 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 Zephyrhiils Permit Application Fax-813-780-0021
. � ' Building Department
Date Recelved Phooe,Contact for Permitttn �� -
Owner's Name �c �Z n/ �° �4�iQ►Sh Owner Phone Number b ^�7��`�7�
� Owner's Address �3+7 �a7� J,', Owner Phone Number
Fee Slmple Titleholder Name Owner Phone Number
Fee Simple Tltleholder Address
JOB ADDRESS Sc5�7 ca�`� LOT# �
SUBDIVISION PARCEL ID# `�! 1 26 —2" � — �� 1 Q '�� ���0 �� D��
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED , B NEW CONSTR� ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED,USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK ' Q FRAME Q STEEL Q
DESCRIPTION OF WORK A�G S��Ye.� ��.v� � �j ,W�p ,
BUILDING SIZE ��X�''� SQ FOOTAGE a 7� HEIGHT � d
�BUILDING $ ��!5"Gl��.� VALUATION�OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
OMECHANICAL $ _VALUATION OF MECHANICAL INSTALLATION f�� � ,
l
GAS �
Q Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER �?�'� � � , �'�'�° connPan�v ['�bbC f1�1��� C��us�, ?.�vc.
SIGNATURE REGISTERED / N FEE CURRE� Y/N
Address Lfcense# G�iC���7d��—�
ELECTRICIAN COMPANY
SIGNATURE � REGISTERED Y/ N FEE CURRE� Y/N
Address � License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y;/ N FEE CURRE� Y/N .
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N . FEE CURRE� Y/N
Address License#
RESIDENTIAL, Attach(2)PlotPlans;.(2)sets of,Building'Plans;(1)set of Energy Forms;R-0=W Permit for new construction,
Minimum;teri(10)�working:days,after,submittal date:-Required onsite,ConsVuction Plans;Stormwater Plans w/Silt Fence installed,
Sanitary FaciliUes&.1:dumpster,Site Work=Pertnit for subdlvislons/large projects ,
COMMERCIAL Attech(3)complete sefs of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consUuction.
Minimum ten(10)working days after submittal date._Required onsite,Construc8on Plans,Stormwater Plans wL Silt Fence installed,
Sanitary Facilitles&1 dumpster.Site Work Pertnit for all neiw proJects.Ail commercial requlrements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.._ ,
""PROPERTY SURVEY required for all NEW construcUon.
Dlrections: -
Fiil out applicadon completely.
Owner&Contractor sign back of applicaUon,notarized
If over a2500,a Notice of Commencement ts required. (AIC upgrades over 57500) -- ' - ' �
" �qent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter,from,owner authorizing same
DVER THE COUNT.ER.PERMITTING .au'i�''�EronEof Application•Only) �::� �i ' �" _ �_� �- � ��� � _, _ -
.,, r ��� ,�
Reroofs ifshingles Sewers '; �3ervice,Upg'redes 'A/C,>.� ,Fences(PIoUSurvey/Footage) =� - ' �Q�' ' +��"� . ,;;,;'
i �. " �. .. ;� . �, � , "�'y.. '`� - ..=.. .1 . , , _ ' ;,•'..,
Driveways-Not over Counter if on putilic'roadwaysf:needs•ROW ,.., y '?b_r .. f y,
.. �H i s r{ { i'
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NOTICE UF DEED RE�TRICTIONS: The understgned under�tands��.th�t.thls.pet�mit.may.be.sabject to"deed",restrlctlons°
which may be�more r.estrictive�th�n.Gounty�regulatlons:'TNe`underailgned"a§sumes'responsibility for'compllance with�"any
appilcabie deed rest�ictions. �
UNLiCENSED CONTRACTCIRS AND CONTRACTOR RESPONSIBILiTiES:= tf the owner has�hired a' contractor or
conlractors to undertake work, they may be required.:to be:licensed In accardance.wlth state.and•local regulatians. If the �
contractor is not ticensed as requlred�by law� both the owner and contr�actar=may be alted-for-a�misdemeanot vlolation
under state law. If the awner or intended�contrae.to� are._uncertaln as to what Iicensing.require�nents;may�apply:�for'the
intended wortc,they are advlsed to aontact�the Pasca Coutity 8ulldfng�.inspection Qivislon—LtcensEng SectEon at 727-847-
SU09. Furthermare, if the owner has htred a cantractor or coritractois, he is advised to have the contracto s . slgn
K-�-
portians of the "cantractor Black" of this appllcatian for which they will be .responsible....If you� as.the ovirne�"slgn'as the
contracfor, #hat may be an Indicatian that�Fie is not.propa�y Ilcensed and��ls nat entiNed to perinitting priuileges in Pasco
County. �
TRANSPORTATiQN.iMPACTIUTIl1'CIES`IMPACT ANb:RESOURGE RECOVERY�FEES: The undersigned understands
that Transpartatian impact`Fees and:Reco.urse'Recove.ry.Fee's'may,°��pply;to:the conskruction of new,bulidings,!change of
use in existtng buildings, or.expansion�.of�exfsti€ig'�buildings; as speclfled.ln Pasco County Ordinanoe number 89-07 and
90-07, as amended. The undersigned also,understands, that.�such fees.-.,as�tnay.be.due;;.will,:be identt#ied at fhe�time=of
permitting. It is furtFier understood that Traasportation�impacf Fees and Resou�ce Recovery�Fees.must be paid priar to
receiving a "cert�fcate.-oi occupancy"ar�inal power=release. :4�the pro�ect,.does:no#ir►vatve:a_ce�ti�cate of occupancy. at`
finai power release; the.fees rrau�t be paid prior#o permit Issuance. Fu�thermare;if Pasco,County�lNater/Sewer�lmpact - � ��
fees are due�they.must be-pald prlor ta permit-fssuance'!n acconiance wttti app!lcable Pa'sco�County ordlnances. •
CONSTRU�TiON CIEN-LAW(Chapter 718,�iaNda Statutes,as amended): if vatuation of work is$2,500AO:or more, t - ,
certify that I, the applicant, hsve.been provlded wlth. a copy-of the_"Flortda-Constructfan:Lien :Law—Homeowner's
Proteotla� �uide" prepared by the Flbrlda Qepartment�of Agricult�re and Cansumer�Affalrs. If the appllcant i� someane �
other than the"owner", I certtfy that:l have,obtalned'a copy;of.#he�above..described tlocuii�ent°and.promise in,good fatth_to
delivet It to.the'awne�'pr3or to�commeneemerit:�` �� • .
CONTRACTOR'SIUWNER'S AFFiDAVIT: I certify,.that all�the,lnformation ln thl.s applfcatlon is accurate and that ail work
wiil�be done in camplianoe with all applicable laws regulating construction, zontng and�land develapment. Applicatlan ts
hereby made to obta[n...a permit.to da. worlr_;and ins#ailation as tndlcated.�. =1 certifjf�tfiat no wark'.or tnstallation has
commenced prior to Issuance�of'a�perm(k' arid'that�all work will be pertarmed to meet standards of all laws regula�ing-
canstruction, Caunty and City codes, zoning regulatlans� and iand devebgment regulattons�in the jurisdic#ion, I.�iso
certify that I understand that the regulations of other gavernment agencies may�apply�to the intended wark, and thak it is
my�esponsiblfity to Iderttiiy�what.aotlons!must t�ke to besln:.corr�pfiance. 5,uch agencles-Include but are-.not Ifmiter!to:
- Department of EtYvironmentat Profection-Cypress.Bayhead�, Wefland Areas and EnvironmentaHy Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Ftorida Wa#er Nlanagement .Dfstrfct Wells, Cypress.'�Bay�eads; Wetland Areas, Altering
Watercourses. ,
- Army Corps of EnglneetsSeawa!!s,Docks, Nsvigabie Waterways,
- Department of Health'�& Ret�abllltafive Services/Enviranmentai Health Unit We{ts, Wastewater Treatment,
Septtc Tanks� � � .
- ___ US Environmental Protectian Age�cy Asbestas�batement. „
- Federal.Avlativn.AuthorNy-Runways. �
!u�tders#and that the foliowirig resl�Ectirins`appiy to the use of flll:�
- Use of fill is not atlawed in Fload Zone"V"uniess expressly permitted.
- If the flll material !s to be used�In.:Flood Zone "A", It. ts understood that a dratnage plan addresstng a
`"compensaEing valume"wilt be submlited a#�ime af petmitting wiiich is prepared by a professianat engineer
Iicensed by the State of FMorida:
- Ef th� fiD material.ts ta be used in Flood �one "A" In�conne�tion�wlth�a permitted building using stem watl
' aonstruction, (certify that fill�:wall:b.e used oniy to.iill the area wlthin the stem:wall.
- If fil! mate�lal Is ta be used in any erea; I �certify th�tk .use. of such fll! uvill not adverseiy affect adjacent
properties. if use of fllt is fonnd to adversely_,�ffec#adaaEent��proparties�.the owner may be`cited far vioia#ing
the ca�ditions of the bullding:perml# issued under the attached permit applicatian� for lots less than one (1)
acrs which ere etevated�by fllt,an engineer�ed dralnag�plan is required. �
If I am the AGENT FOR THE QIMNER, I,�promise in goad faith to inform the owner of•the permitting condittons set forth in
ihis affidavlt"prfor to commencing aanstructlan. f understand that a�separate petmft may be requlred fo:electr�cai work,
plumbing, signs, weils, poots; air conditioning,.gr�s, or othet tnstall�tions not,spec�icalty included�in.the appiication. �A
permlt Issued shall be canstrued to be a�Iicense to praceed wlth the work and not as.authority to.violate, cancel, alter, or
se#aslde any provisions of tt�e techalcai codes; nor s#�atl lssuance°of a.permit.pr.event the Bulldlrig 9�1cia1 from therea#ter ,
requiring a aorrection af eRors In.plans, canstnic#lan or violatians of any codes. Every permi#Issued shaii become invalid
unless fhe work autho�#zed.by such permit is-commenced•withfn s�C months of permlt lssv�nce, or tf wark autharized by
the permit is suspended or.abandoned for a:perlad of si�c f8)monfhs.after the time the�work�s commenced. An extension
may be requested� in writing, from the Building,Official_for_a period,;not.to_exceed_ntnety:(90)=days-a�►d will demonstrate- —
- justi�a6le cause fo`tthe extensiori: If work ceases:far nlnety{90}consecutive:days,-the jab�is.considered�bandoned.
WARNING TQ QWNER: YOUR.EAILURE�TO,RECClE2D A �tQTIGE:OF•GOMMENGEMENT�MAY=RESULT IN YdUR
PAYMNGTWICE:�'OR�IMPROVEMEN,'�STOYOUR:PROPERTY. �I�°YO.U-INTE�O'°TQ'OBTAIN�F111FANCING;'CONSULT
WIT U E DE � AN.ATTO N 8 F RE� ECO �Q �� OU � :OF` �` E E .
FLORiDA JUFtA�(F.S.1.17.03} - .
OWNER OR AOENT ,•�"'��'"��_1� '" CONTRACTO i�-�'��%�%-!'
Subscribed and svuom to(ar aflfrtn before m s Subst�lbed at�d'swom to(ot ed)�betate thi�
bY 'bY
Who Islare personatly knrnm,ta.me or has/have produced Who Is/are petsonally�cnown tc7 me or has/hdve•produced • .
as tdenBftcaBon. es lden�8catton.
���'''���~�Notary Public . Notary Publlc
Com lon Fto:` ��,�. Commi s10 . .�����
s�ors+ae�ooe p;SZ aun�s�a d� s� '*__ 8 860Z'62 eun�seildx3 =�; :�:
�"=
tVame of(Votary ��P NO � 130P �"'�•�,':i e�i+l�' tVame Nota type , t d��� P • ���'
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PERMIT'APPLICAYION
�RIVEWA�(:PERMIT.AP.PL�ICATION
3CONSTRU�C;[ION�WITHTN:P.UBL�iC-RIGHT�O.F=WAY
All information must be-filled-in completely
� :City.of:Zephyrhilis
"5335.8"'Street,Zephyrhilis,�FL 33542
Telephone.8i3.780.0000 Fax 813.780.0005
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at,u� �.Ir��r,. ��.:�.i=�:-°�-"_:��'AC-p. �,+� '%fxs:::.7:f:i`_3 K-.:Y;�-.N�.y�`� `�} %:l^G��/NI:k4M'�'s�nx,��r."c:.;MrF;�.�,,.:-�'z� .,,H7t:°`:;�%`Pa;���;�)'.�;
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lC,'"�it`�aA�w�;`s�Pi:^'�.:".n�`..N.r' ��Wx��l4 GI'�lT,�uh 'i li :%2=... ' _ ,i�:.d�;•'P;yt�%�'r%k'�'�a^4':;:r;... '�t
�: .,w. ,:._ t s ��9' �. ��;µ.�'i;Y�k'_°" z�?LI�1��4'-'�OL�(S:r+i,*,.,�.., .x�'+'?iE»
� R07ECT .70B�SIT�: PROPERTY'OWNER
Address: '7 / e Name: .�c Z� ,� Qi,�
Unit#: � Address: 3Z- o� Unit: -
Parcel Identification Number: i I " `6- `�/d'/i7 Ci .State Zi �r. 1, il� I- 3 2
ov sc� Phone: 1 - Fax:
�:CONTRACTOR: '
Company: f�fl � 1 H'��. Cc�v � $/i/�.
Name: bb�.� �. N i ��
Contractor's License#: G g�e y77�� E-Mail:
�Phone: $1�- 7u�,_c,��o Cell:g/3-�f�'?-o�(S Fax:
ARCHITECT/ENGINEER: ,
Name: Firm Name:
Address: City: State: Zip;
State License#: Phone: Cell: Fax:
Descrintion of Proiect
TYPE F D WAY �� LEN6rH OF DRNEWAY CULVERTS NEEDED
RESIDENTIAL DRNEWAY �a �IVIDTH OF DRNEWAY ( )RIINFORCED CONCRETE
COMMERCIAL DRNEWAY R.O.W. �CCAVATION ( )CORRUGATED MATERIAL
PUBLiC ACCESS DRNEWAY DEPTH LINEAR FEET ( )BOX N WERT
CONSTRUCTION MATERIAL CURB CUT REOUIRED ( )OTHER(IXPLAIN)
ASPHALT YES NO
�CONCRETE �i
IiEADWALL REOUIRED? YES NO
NOTICE TO APPLICANT: If actual work exceeds scope of this description,additional permits or drawings '
will be required.
UTILITY LOCATIONS REOUIRED: CALL BEFORE YOU DIG: 1.800.432.4770
Page 1 of 3
�
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,__. E�E[�MIF APPtICATIt)N
OFFICP USE ONLY
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Concrete {min. 6`� Y [Y
Asphalt Base{min. 6"} N
Asphalt{min. 1�li"} Y N
u
Lengtt�{min. 19'} Y N
INidth(10'min—2t}'max) Y N
EXIS�IRJ 5�{�@W�I�C. _ N
New sidewalk. Y N
ADA compliant. Y N
�i
E�cpansion material requirecf. Y N '
Contiguous parking pad. Y
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Triangular#iare(31N x?'L} N
Visibility triangte o.k.? Y N
Side set back(3'min. R.O.W.} Y N
Plan Review Fee
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Permit application approved by: Date:
Page S of 3
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EXISTING HOST STRUCTURE I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
EDGE _7 COMPLIANCE WITH ASCE 7-10, &
BEAM I$
BREAK FORM HEADER OR THE SIZE AS UPRIGHT / FBC 5TH EDITION(2014)RESIDENTIAL&
RECEIVING CHANNEL EXISTING BUILDING.
3"X48"COMPOSITE 1/40 x 2"-1/2 MASONRY ANCHOR
#10X4"SMS ROOF PANEL IF WOOD SUBSTITUTE IDENTICAL
1-1/4"NEOPRENE y WOOD SCREW OR LAG 6"FROM
#10 SMS AT EACH RISER WASHER
@ 8"D.C.PER
FOR PAN OR#10 SMS @ PANEL I TOP&BOTTOM&@ 24"O.C.
8"O.C.FORCOMPOSITEPANEL --- ----_
- --- - - - - - - - - - 1"X2"OPEN BACK
SOLID ROOF
27�SMB/PATIO BEAM I/
OPTIONAL 1"X 2"OPEN SACKATrACHED (SEE SHEET S-2 FOR
_ c - .
TO POST w/(2) SIZE)
#10x1 X"SMS&TO EDGE BEAM w/ I
#30X 1 "SMS 12"O.C. II II 1 /
(4)#10X3"INTO
1-1/4"
#10 SMS @ B"OX. I I I I $CREW BOSS --
FOR COMPOSITE PANEL II II / I 1"X2"OPEN BACK
(MIN) (2)#10 SCREWS PER 12"
WIDTH CONNECTING II II
2X_PATIO UPRIGHT PROFESSIONAL ENGINEER SEAL
PAN TO HEADER(BOTTOM II (SEE SHEETS-2 FOR (2)#10 x 1-1/2"SMS MIN
OR BACK OF PAN) SIZE) THRU SCREW BOSS OF
1 II 1"X2"OPEN BACK ENGINEER OF RECORD
1/4"X2"LAG SCREWS(2)ROWS STAGGERED 24"O.C.
CONNECTING HEADER OR CHANNEL TO FASCIA. OPEN BACK TO HOST STRUCTURE DETAIL David W. Smith P.E.
ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL SCALE:NTS FLORIDA LICENSE NUMBER:53608
S SCALE:NTS
SCALE:NTS
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
UPRIGHT
1/4"0 SECONDARY ANGLE MIN Mark Ronald Dunn, Jr.
Concrete Screw
Column Anchor (4)#10 X 3/4"SMS 0.125"THICK(NOT P.E.
Size FASTENING SECONDARY REQUIRED FOR 2X3 FLORIDA LICENSE NUMBER:73968
B Min.Spa ANGLE TO COLUMN(TYP MEMBER) HINGE LOCATION
II
2x3 0 0" EACH SIDE) Joel Falardeau P.E.
2x4 1 3" PRIMARY 2"X2 J II X 0.125"ANGLE FLORIDA LICENSE NUMBER:70667
(B)-3/8"0 CONCRETE SCREW 1 (2)#10 X 3/4"SMS FASTENING 2'x 2"EXTRUSION
ANCHOR INTO SECONDARY I COLUMN TO PRIMARY ANGLE 2°x 2°EXTRUSION
ANGLE(TYP EACH SIDE)(SEE 0 (TYP EACH SIDE) Erik Stuart P.E.
TABLE) O
3/8"0 0 1"x z"BASE MEMBER HINGE LOCATION DOOR FLORIDA LICENSE NUMBER:77605
Concrete Screw (TYP EACH SIDE)
Column Anchor ANCHOR SPA
Size (MIN)(TYP)(SEE TABLE) (1)-3/8"0 CONCRETE SCREW
B Min.Spa d ANCHOR INTO PRIMARY FBC Plans&Engineering
2x5 1 I3 ANGLE AND @ 1/4"0 CONCRETE
2x6 1 4" 3"(MIN) I SCREWANCHOR@ Services,Inc.
2x7 1 I 5" 24"O.C.BETWEEN COLUMNS 6272 Abbott Station Drive Unit 101
2x8 2 I 3" NOTES: (TYP EACH SIDE) Zephyrhills,fl.33542
2x9 2 I4' 1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARYANGLE AND DOES NOT INCLUDE THE ANCHOR HINGE LOCATION Phone:(813)788-5314
2X10 2 I 4.5" INTO THE 1X2. Fax:1-(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:www.fbcplans.com
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: C.O.A.-#29054
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
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. DRAWN BY:DENNIS W.DUNN
3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 3/4"SMS. FASTEN A
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. REVISION: DATE:
(NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE)
RO 1
TYPICAL SCREEN DOOR CONNECTION DETAIL
COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:NTS RO 2
SCALE:N.T.S.
RO3
RO 4
11 EXISTING MASONRY OPTION#1
WALL GROUTED I I
SOLID
@CONNECTION (4)#10 x 1 Y2"SMS I I OPTION#2 PROJECT ADDRESS:
GRADE INTO SCREW BOSSES I I I
B., - 00 ___= I PARRISH
(i)#5 REBARCONTINUOUS W/25" 1/4"0X2-3/4"EMBEDMENT I i 553712TH STREET
8" OVERLAP AT ALL JOINTS ON 3" MASONRY SCREW 3"FROM I ZEPHYRHILLS,FL 33542
END&@ 24"O.C. -
CHAIRS / ----- ---- ----
2"x-END BEAM
TYPE it MONOLITHIC SLAB (SEE SHEET S-2 FOR SIZE) 2"X2"OR 2"X3" I 0.0625"ALUMINUM INTERNAL • s •
MODERATE SLOPE FTG J LMEMBER OR EXTERNAL RECEIVING
SLOPE:2":12"-3":12" 2"x2"x 1/8"x BEAM DEPTH" I I CHANNEL W/(4)#10 X 3/4"INTO
NOTES FOR ALL FOUNDATION TYPES: RECEIVING CHANNEL I I INTO BEAM OR UPRIGHT.(2) UPRIGHT OR BEAM
W/(1)1/4"x3"CONCRETE 1"X2"OPEN BACK #12X 3/4"EA.LEG INTO GIRT OR KICKPLATE 0 -SNAPORSELF CONTRACTOR:
1.THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL ANCHOR INTO WALL& MATING OR
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE PURLIN-(0.062"ANGLE CLIPS w/ ATTACHED TO ALUMINUM I MALLNW
SOIL VERIFIED BYA LICENSED CONTRACTORPRIOR TO ANY POURING (4)#12S SIDE I INTO BEAM 2 #12x3 4"SMS EA LEG) MEMBERW/(SI#10X HILTON CONSTRUCTION
BEAM I ( ) /
OF CONCRETE.
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW UPRIGHT OR BEAM-SNAP • _
COMPACTED PRIOR TO POURING OF ANY CONCRETE. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT OR SELF MATING OR DETAILS
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. OF MASONRY ANCHOR SCREWS. KICK PLATE ATTACHED TO ALUMINUM MEMBER
HOLLOW SCALE,NTS S- 3
TYPE II MONOLITHIC SLAB/FOOTING END BEAM TO HOST STRUCTURE DETAIL PURLIN OR GIRT TO BEAM OR POST DETAILSCALE:N. SCALE:NTS. SCALE:NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,&
FBC 5TH EDITION(2014)RESIDENTIAL&
1'-4" EXISTING BUILDING.
HOUSE O.H.
O.H.
2x3
COMPOSITE 2x2
ROOF O
L:°' N oN
E='
PROFESSIONAL ENGINEER SEAL
REAR ELEVATION
ENGINEER OF RECORD
David W. Smith P.E.
3'-0"* 9._0.- FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
I 2x3 I 2x3 EXISTING HOUSE EXISTING HOUSE FLORIDA LICENSE NUMBER:38654
1x2 16" HOUSE O.H.
cuni
1x2
Mark Ronald Dunn, Jr.
X X I
P.E.
N x 0 O W 2x3
of Of 0 FLORIDA LICENSE NUMBER:73968
KICKPLATE 2x3 a Z Z Oz 2x3 KICKPLATE
TYP. 0 < f z 0 a TYP. Joel Falardeau P.E.
rn cn N 2x3 0 00 n w w a 0 W 0 2x3 N N: o FLORIDA LICENSE NUMBER:70667
X X END BEAM 0 p - f° 2x3 2x3 o 0 END BEAM cx I
W A N ry rn a o� a a
0 I Z z in 0 N - Erik Stuart
2x3 0 a '� a a0 2x3 3` CONCRETE SLAB FLORIDA LICENSE NUMBER:77605
3' CONCRETE SLAB ro ro
W/8'x8' FOOTER rx cx 0 W/8'x8' FOOTER
COMPOSITE ij
COMPOSITE FBC Plans &Engineering
ry ROOF "� 1 ROOF N N d
X x, x Services, Inc.
N N 2x3 2x3 1 cv 'n 6272 Abbott Station Drive Unit 101
L = = -It)
1x2 1x2 Zephyrhills,0.33542
2x3 2x3 EDGE BEAM 2x3 Phone:(813)788-5314
1 -4' 1'_4•• Fax:1-(866)-824-7894
0 b± 1'-0" ,'_p" 0= Email:erb@fbcplans.com
?o_ -1 o O.H. OH. _1 o g'_4" Website:www.fbcplans.com
15'-0" (PROPOSED CONCRETE) C.O.A.-#29054
LEFT SIDE ELEVATION 17'-0" (PROPOSED COMP. ROOF) RIGHT SIDE ELEVATION DATE: 11-30-2015
FRONT ELEVATION DRAWN BY: DENNIS W.DUNN
REVISION: DATE:
2x3 3'x48xO.030' RO 1
EDGE BEAM COMPOSITE PANEL ROOF
FL 7561-R3 OR EQUIV. RO 2
RO 3
O.H. fl
O.H.
RO4
2x2
PROJECT ADDRESS:
X X X X a X PARRISH
N N N N 0 ru 5537 12TH STREET
q
2x2 2x2 2x2 ZEPHYRHILLS,FL 33542
1x2 Ix2 1x2
KICK PLATE—" 3' CONCRETE SLAB CONTRACTOR:
TYP. 3'-11" 3'-11" 3'-11" 3'-3" \d/8 x8 FOOTER
HILTON CONSTRUCTION
15'-0"
FRONT ELEVATION
PLANS
S - 2
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY FBC C5OMPLIANCE
WITH EDI OT ASCE014)RESIDENTIAL&
PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR, EXISTING BUILDING.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C.
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED.
FOLLOWING: a.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: SCREEN ROOM
FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
3/4 . OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
CLEAN POTABLE WATER. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 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" 2. RISK CATEGORY 1
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE B FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1,
2,&3 ALONG WITH HOT WEATHER CONDITIONS 4. WIND LOADS: Thomas L. Hanson P.E.
RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN ROOF: N/A FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 SCREEN WALLS: 23 PSF 7
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 SOLID ROOF(MWFRS): 20 PSF Mark Ronald Dunn, Jr.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10
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 P.E.
ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE NUMBER:73968
B.MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 Joel Falardeau P.E.
'CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 7. LIVE LOAD:
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 300 IN VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FLORIDA LICENSE NUMBER:70667
TYPE M ROR
T S MORTAR. ASTM C494 ASTM A615 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Erik Stuart P.E.
2.ALL MORTAR SHALL BE OF TYPE M OR S. 8. 4"CONCRETE SLAB,W/8"X8"MONOLITHIC FOOTER W/(1)#5,
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185
FLORIDA BUILDING CODE 2014,5TH EDITION (CHAPTERS 16,20 AND 23) 3000 PSI CONCRETE W/6"X6"-#IOWWM OR FIBERMESH OVER
FLORIDA LICENSE NUMBER:77605
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. FBC Plans&Engineering
REINFORCEMENT WHEN GROUT POUR EXCEEDS T-0"IN F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: N A Services,Inc.
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 10. SOLID ROOF TYPE 3"X48"X.030"COMPOSITE PANEL ROOF FL 7561-R3 OR EQUIV. 6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,0.33542
1.TYP--TYPICAL Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THEFax:
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS Email:1-(866)-824-7894
.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED Email:e:www.fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS C.O.A.-#29054
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 6.MIN--MINIMUM 2 x 2:---------------------------------------2"x 2"x 0.046" DATE: 11-30-2015
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR G.RESPONSIBILITY:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 X 3:---------------------------------------2"x 3"X 0.050" DRAWN BY: DENNIS W.DUNN
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 2.CONTRACTOR SHALL VERIFYALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"X 5"x 0.050"
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN RO 1
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD REVI�w DATE 20 ALUMINUM). OPEN BACK SECTIONS � - RO 2
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. CITY OF
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" �EPMYRHILLS RO 3
SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" PLANS Ey �' C RO 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR n/'1 ( E(,� q
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED f
USING#12 SPACING MAY BE 24"ON CENTER. ON INFORMATION PROVIDED BYTHE CONTRACTORAND SNAP SECTIONS
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING LICENSED P.E.IN ACCORDANCE WITH STANDARD
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED x 4 Snap:---------------------------------2"x 4"x 0.045" PARRISH
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 5537 12TH STREET
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) ZEPHYRHILLS,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" ALL WORK SHALL COMPLY WITH ALL
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" PREVAILING CODES,FLORIDA BUILD G
1. 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" CODE,NATIONAL ELECTRIC CODE AN CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD. HOME. CITY OF ZEPHYRHILLS ORDINANCES HILTON CONSTRUCTION
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FBC 5TH EDITION NOTES
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 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