HomeMy WebLinkAbout13-14413 CITY OF ZEPHYRHILLS
' ' S335-8TH STREET
(sis)�so-oo20 1�1 3
BUILDING PERMIT
Permit Number: 14413 Address: 38610 12TH AVE
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05100-0180
Improv. Cost: 20.00
Date Issued: 8/05/2013 Name: MORTON, JAMES
Total Fees: 60.00 Address: P.O. BOX 1537
Amount Paid: 60.00 ZEPHYRHILLS, FL 33539-1537
Date Paid: 8/05/2013 Phone:
Work Desc: INSTALL CARPORT MOVING FROM RESIDENCE TO ANOTHER 21 X 22
�n ,
/
i l ��� �
/ /
SHEATHING
FINAL
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional 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 acxordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
/ ��
�� � �
ONTRACTOR SI NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
�'� . � � � jJ
Contractor/Homeowner: � � � � � ° �� �.����5 i'f�� '��'1
Date Received: � `�`� (`�
Site: � �S ��(J f 2�� ���
Permit Type: � �1/—� �-�x �Z
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the b�low comments: �
h //If P (/j `t ' �1 C !��^f� ��
��% , �L !C- �1 l. \ �'� ��..�l �� -
`'�: vyt� �, �-^ l'(\ �,(��{ � �/�+')
. �
, f� ' �� f �'�- �.
� �G� �1 �� ���c ��- -�� - � � ` ��.�.�-�-
This comment sheet shall be kept with the permit and/or plans.
�, °�".� - � � � �/ � �/�,
-� f� q,� �,,� �.� �,,�
� � �
Kalvin witz �an xaminer Date C ntractor and/or Homeowner
,� (Required when comments are present)
�'�
_.-s'
��o
�0 + '
� �25CLOSURE S'►'n'�•*'�'•NT .FOR OWNER
CITY OF ZEPHY�,HII+LS BIIII�DING DEPARTMENT
= G � /7/ have read and fully usaderstand and
�
agree •to e provisions of �t11is instrument.
The undersigned .sta.tes and affirms that h or she is desisous of canstructing,
ranovating, adding to or reroofi.ng hi.s or own domicile, •that he or she
actually occupies, or rvi11 occupy by said domicile, and same is not for
•rent, 1eas� or sale. That he or she shal comply with the f'ollowiing conditions:
1. That the o�vner and_he or she alone sha11 act as tlze bvilder fox• a11 phases of
construction.
2. That the owner will comply with a11 provisions o£ �the City of Zephyrhills
ordinaaces and aodes pertineat to the buildiag.
3. That in t�e event various phases of coastruction are subcontracted, he wi11
engage only properly licensed subcontractors and will pESSOna11y supervise
such work.
4. That in the event the Huilding Inspector sha11 rec��ire correcti.ons to be made,
the owner wi11 assume full responsibility to insure •they are made, and upon
completion wi11 ca13. for a ro�*+-�eti.on before proceeding arith the building.
5. That the owner sha11 assume fu11 responsibility for the constsi.iction and wi11
not eapsct_ supervision of his mork from the City .of Zephyrhills Bvilding
Dapartment.
6. That prior to firial inspection aay additional fees, including reinspection
faes, must be paid ia ful1. A writtea raquest from this office shall
constitute an official notice -to pay additioaal fees. _
7. That the owner sha11 comply vJith a11 City, State and Federal laws ia regaLd to
social sacurity, worhmaa's compensatioa, lien laws, etc. , where applicable.
B. That the owner sha11 comply with a11 t�se safe.ty codes issued b_y the Florida
Industsial Comm.i.ssion.
9. State 1aw ree+,;res construction to be done by licensed contractors. You have
applisd for a �*�++�;t ursder an exemption to that law. The exemption allows
you, as the owner of your property, to act as your owa coatsact�r wit� certaia
restrictions even though you do not have a license. You must provide direct
onsite supervision of the constructioa yovrself. You may build or impr�ve a
one-family or two-fami.ly resideace or a f'arm outbuilding. You may also build
or improve a commercial building, provided yovr costs do not exceed $25,000.
The building or resideace must be for yovr own use or occupancy. It ma.y not
be built cr substantially �.mproved for sale or lease. If you se]:l or lease a
building you bave built or substantially i�¢proved yourself within 1 yeaz after
the construction is complete, the law �i11 presume that you btult or
substasitially improved •if for sale or laase, which is a violation of t�iis
exempti.on. You may not hire an unlicesised person to act as yo7sr coatractor or
to supervise people working on your building. It is yovr respoasibility to
make svre that people employed by you ha.ve licenses re1,;red b,y state law and
by courity or municipal licensing ordiaances. You may not delegate the
responsibility for supervisa.ng work to a licensed contractor w:ho is not
licensed to perform the rvork beiag doaa. Ariy pErson working oai your building
who is not liceased must work under your diract supersrision and must be
employed by you, which mea,us that you must deduct F.2.C.A. and withholding tax
and provide workers' compensation for that employee, a11 as prescribed by law.
Your construction must co ply vPith a11 applicable laws, ordissa.nces, building
codes, and zoning re oas.
`� .
OWNER' S S �� � / DATE � � /�
ADDRESS
PHONE ,,,,. y
W2TNE55 PEE2MIT #
�$��o �2�' A�e .
PPJ�M�N�
20 �P�'�'4� SCALE - i" = 30'
i�
6P�` s om�
0
9��� '�� a�
� o_
! A
�� � O'�` ��� 4
� 6+� /
C,.�.50\ '• 2�2��' � �\� i /�99 a0'
-4`�`��E..�• �-o
a Z
,R�!' �6� � NJ � 2 `v
l�,� �o 'J. � G,
6� -o
a'�r � �O•2 , O� $�` t3: 9G
�P w N r z ro N C �i�9 Z Z�n A 'PC+n D O �
9 N � �. �
. . . . C�J !D 'J'UI '' l�i�'a S Z� '� 0 Z�1
^ztrmmoy cn �t �r': a°�n�i. `���: � O. O; N
�oommm � •• v,rt � a�y
�, � a a m r• ,a �m p c+; '� .. F � fTl
a ro �a w w N ro ��-' ,�oZp o �"�oZ ��, t� —�i
� N n w r R7 � G m `° � �p�"� �'-c °' �
� �`S"C N R'f7 CJ'"N � '0 t^ a� A�4i� Z
(D (]W N` � (j� 1T, �
7�R M`J(D .`3 (D fl A1 a' � Y�p /
o a �o m N � O. A "o . �p� —
7 G �.�7 R �'(�D (�D TJ.° � � D y�lj .y0 ' —
� W h'm�� � O n W ,� �: � � � :'�P�0��=:0- � N �'
� �
� �P 'p.••,...'� s.
� mu,m" o�m �w °n y � �m�r 3o D —i
r �on � rox < F �,�: (I� O
y � u �• � � oo � e� Oi1 ` �" Q �
TMCna � o ro • �
n O � m G N TJ t7 O i �
o� m m ro p u� r n c� � �9 3� _
� � u,a aa � � H v� . p � �
ixo na o � y n
; � o°� N-� on�,a ro �` 30 9�� �
•rroa xa cm '� � N
H
0�
' U1On aa nm" N o • �,�� ��' Z
;� , G � o � z m- 3� , 5o P
-X c�3 tr�• �„ro sm; \ � Cn
° m � a �ro � n K N� 5' 2� � O
'o tn n r rp %° / � �
;R a a o o n x !
a p � nor �
T a R �o �-n �
m c r � �
y � a�� am°J � °'' `` r
, m R p c�,� t
:�' O rr r-i, �/ `N � �
o � "•o /� � :U D
T � m "o.n ro � / < �, � � Z
� n < �'n �(j� °� ' `' y G�
J r'S O R`G rr.� �� ` ��� � 'y m
�
u O R N [p o !� „ � N
H
o � r�o � O £ � � �' Y�
i n m x� �.
� m
't r o
s M ��C ��' �`t� �. N
�
❑BOX EAVE ERAME RAFTER OPEN CARPORT(Sheets 2,4,5,7,and 8)
F—6 �-R.ASF«NG \
�FLAS�tJ(5
LENGTH VARIES DEPENDNIG ON I
_ _____NUMBER AND SPACNJG OF RAFTERS I 30'MAXIMUM RAFTER SPAN
-------- �-- - --
TYPICAL SN3E E�EVAT]dN-HORIZONTFlL ROOF 3YPICAL END ELEVATION-HORIZONTAL ROOF
sco�v�=z
scate vc=r
❑B01N FRAME FiAFTER 4PEN CARPORT(Sheets 3,4,s,and 8)
— __ _—_ `FVSIIVG \
�—s
i�
t�� .
- ALti
� NUMBER ANP SPA.0 WG O ORAF7ERS S�y� 2��Y
- �_,__.30'MAXIRAUM Q'$� ��
TYPICAL SiDE ELEVATION NPIC,4L END ELEV SY�a ,�r�- C� ca
$G1lE 1'B'=, \(
SCALE:1/�=T eF'�
ME7AL FRAAAfNG AND SIDING PREFABR[CATED BY ��1�����'�� �P�'�� �,1���1�
BENNETf BlJILDING SYSTEMS,uc tNSfALLAT10N R�.ANS A� ��G AND FASTENER
16fid DIXON AIRLiNE ROAD SPECIFICATfONS METAL�(` TRUCl't�ES
AUGUSTA,GA 3fl9D6 FOR�ONSTRUCTION IN THE STATE OF FC�R�A
THESE ENGlNEERING QRAYVINGS ARE TF9�PROPERTY OF P�P�ED BY:
BECHTOL ENGINEERIN6&TESTING,WC,qMD J8B BUILDNG BECHTOL ENGMtEERING AND TESTRdG,iNC. �
SERVICES,INC. THESE DRAWING MAY NpT BE REPRODUCED S�WEST NEW YORK AVENUE ��� -
WITH4UT THE W!2lTTEN CONSENT OF BECNTOL ENGINEERIN6 ��ND,FLORIDA 32720
&TESTIi�G,iNC.,AND J&B BUILDING SERVICES,lNC. CerSficate otAulhor¢aDon No.5492 ������� ���`'�`,`�R�.{\L�� `[ -
THlS ES Tfl CERTIFY THAT THE CAICULAT�pN$pPlp Z���1Yw� `��-�
SPECIFICATfONS IiEREiN HAVE BEEN PREPARED {`,Q�ERAL NOTES. "i t " �� ,,A��"��
8Y TNE UNDERSiG�iED PROFESSIONAL ENGINEER, -� ��.:�(.P`v'
AND ARE tPl ACCORDANCE WITFi THE 9. RISK CATE{;pRY I OR p. }s7,`��„
REQUIREA4ENTS OF SECTIQN 96pg OF THE 2010 Z� 'NiND EXPOSURE CATEGORY B,C,OR D.
RORIDA BUILDING CODE_ THE PLANS ARE VALID 3. ULTIMA7E W�SPEED 175 TO 150 k7PH(tdOMWALVNId�$pEEp gg�fl��g MpHj;
UNTIL THE idEXT REVISIpN OF THE FLORIQA ��UM RAFTERIPOST AND END POS7 SPACING=5.p FEE7_
BUILDWG CppE. 4. iR.71MATE W1PID SPEED 151 T01H0 NIPy(11{NiA1NAl yylPp SPEED 117 TO 939 MPH):
MAXMllM RAFTERlPOST AND END PUS'f SPACING=4.0 FEET_
5. AVERAGE FASTENER SPAGNG ON-�ENTERS ALONG RAFTERS OR Pi1RLfNS.AND POSTS qNTERIOR OR
BECHTOL ENGINEERING A D TESTING,INC. Ef�)=6 iNq�S.
��A���'v����E{�F�/��.t 6. SPECiFiCA71DNS APPLICABLE TO 2fi Af�29 GAUGE METq1.ppNELS�ASTENED OIRECTLY T014 GA(1GE
�+. � d nww �,� 'rr�j STEEL TUBE RAFTER FRAMES.
' //` �, - ����e 7- FASTENERS CON5IST OF 114'-14X3Jd"SQFDRIWNG SCREWS WITH CONT320L SEAL►MAStiER
S,f j- SPEClFICATIONS APPL1Cqg�F pNLY FOR�1E,+,N RpOF NEIGHT OF',!D FEET OR�ESS,AND RDOF SLOPES
�y, OF 74°(3:92 PfTCH).SPACING REQUIREI�IENTS FOR OTF�R ROOF HEIGHTS AND/OR SLOPES AAAY VARY
ahnmas eec� s , +�. t �. = E. GROUND ANCHORS REQUREMENTS pRE i�EqGH CORNB�ANp QNE EVERY OTt$R INTERipR
F10"��� � ; _ RAfTER POST LOCATlQN,AT A MAXIMUM OF Vp'O.C.,AND SOTH SIDES OF OpENINGS 1NHERE BASE RAIL
� r� � tS AB5EM.
�° �` _ � ; 9- GROUND ANCHQRS ARE NOT REQUIRED WRH CONCRETE SLA3 CGNSTF2UCTi0N.
/ ` '�
�
¢' .���� � G/NEERI/VG
���f �.�- .�&E� B�f LD[!V� �E[�\f1�E� t[�G.
CONSULTING GEOTECHt�G�{pIa�C,�x-'f�Q�'�{��qTrp�qTER1RLS 7ESTiNG ENGINEERS �
CGrfi6rate W MaAa¢aLon NO.Sq.92`(°1�:L.
FIELD:
CFiECKED: Jp
�,�, $-15-12 �a�.No�
ow,xN: G10132
RR "�P"°"�° TB S0A1�' NOTED
SHEET 1 QF 9
�26 OR 24 Gi GALY WIZED METAL ROUF PANELS fA5fENED
ID RaFTaiS x�n�t tr:r SoFS mit+CANTR0. LENGTH VARIES DEPENaING pN
SFiiL WASNER�AVERM.E 6Q.C.SPACNG NUI�IBER AND SPAC_NG OF RnFTERS
� -- I
� 72
Z �3
\x•,s wucwwra erwcE
FASTei+en ro wrrai nrtrti
2_���-i�-�,�� � SEENDTE52A10
SCREN5A7EAC}IfND i 3lPAGE7jFOR
{A PER 6iiA(:E) W �`V`X��
SAACIN�
o —.--"___
2
2 � 4
t
TYPiCAL RAFTERIPOSF FRAME SECTION TYPiCAL RAFfERJ?pST FRAh+IiNv PLAN
scn�e i�s-=r
srsi�i�=r
TS BOX EAVE RAFTER��
MFPLF T��3Y6 E- ` /'�
RAFTER �
/��\\!
/ \ �-MP11�UY G IOM.^-.MtrdIMUM;.i Gq FS
—�24'16GAU-CFipNNE_BRAGE J NIP➢LE SECl1RE5Y1TH<t.CxrSpFz
oiu r RnFr�c�� 4
fg. - ass6cnucrv�ELerUCE
{�TO H'RAFfFR POSiJ
ol NOiE NO BRME AT GRBLE ._TS F7PFfER POST
SEf BRACE AT 75T P0.57A�FIER
GONNEC7�QryfR0�1 GABLC ��T�O\ ]it.6 h
� (SEEBRAC.$fyT�pryj � � rTSCONTINJ0U5Bn$FHFA
!
/ —— l
—MIMUUAI6[.Olf>.SEINIAqJM ti Gq TS
HPPI£.SfCURE POSi TO NIPRE ti�ilRl --� 1— �—
°� �va•,r saFS -
_��f_
TS RRfTER PO5T
BOX EAVE RAFTERICORNER POST RAFTER POSTI
A CUNNECTIOi�DETAIL BASE RAIL COfVNECTION DET�IL
� Nat To Scale 2
hot To Scate
.f
� �
r
BEGfiYOL ENGINEERING AND 1'ESTING,INC. _.f
60.5 YYEST NEW Y �y�JE
DELAND. �f ��-�t5 GMiCE u�CHnravE�da�
- �'' zatr-- FrsTV+En ra Tr+e tFCUm
`� / RAfTER.Wlli i.Gc'x 1'
-�'�4, �� � y����J� SQF-DRILLNGSCRE4MSAT
C�� a��� ., /' � EACM END IA PER BWLQ�
�
��`",;,�E- °.'� : BRACE SEC i FOtV
� NroT35caiE
�� g �
� e p ��
v.
. v
t ENGINEER/NG � r
- \ C�, inc. J�� ��i������ �GRY��C�S ���s.
COI`15UL � �Iu/ENTqL_Af�M14q7ERIALS TESTING ENGINEERS
Carl'�ate d A,�� , �q
FIELD:
t]iEGKEO: Jp OATE:
��: R� 8-15-12 �o'"o- G10132
APPROVED_TB �F. NOTED
SFiEET 2 OF 8
����G4�����«a�RO�F PAIE�S F�SiB{D IENGTH VARIES[)EPENDiNG ON
TD RAGTERS VNfH 1q'�1'SCf>M1it1 fANTRp�
SEA�W75FER�qvER,�C#5 p.C-gpM^,� NUMBER AND SPACING OF RqFTEf2S
3 �� - �3
r___ - -i
� \ \ �
\2C'i6 W LLGiAMF1 HRACE i
FAS7E1Ep TO RRRTER Ntfti
Z-VS'x t"5'e1F�pl,iN(',
SCREriSpTEFCriH�O � SEEAplES2:NG
��PER BRA[�� 3(PaGE��FCP.
w NA%NUA1
_ SPI.S'NG
0
� 3
3 4
�
TYPICAL RAFTER/PbST FRAIdE SECTION 1'PICAL RAFTEWppST FRAh41N(�PL1W
scw=�1a=r
srr,t�:�rs-=r
r+o scaFms
AEWR� i TS BWf RnF7'ER
iN 9094 BEJCI� f
s—
! v
� .���--�n
- �� ra�,a+;uy,c.�rmur�-�r,�,s
I �' � NIPPLE.SECURE4t4Tlts1.Y'zt'Spfk
C �
2t'1b GA UCMMYIEL gp/�CE
1 // (5'TO 7'RAFTER POa`n
�� /\ OR
� ,r. � \ 18':6 W UtMA1MEl BRAtE
" � -f- � s, {d'707TRlF'fERPO5T1 NPPlETO }'s6' ���F�
{ �_; � w0ic:nOBRnCErTGi16tE.
SE7 BFiACF AT tST PpSi+RAFiFR �E��� r 1'S COcYTIKJOUS 8a5E R0.X
�i t "' { C4c�0+ECiWfuFRWaC�B�E (
t f,SEE BRRCE SECf�QA9
7""__
MiL1UN 6'lONG.VIMNIRI 7�GJl TS -_ - — _
--������---NPPI.E ScWREB�WRAF7ERN7DPDSi — —
TO NPPtE WfTF1�11�'z T
SELF-0WtLNG fA5TE/E1'i5
TS BOYJ PpST
BOW RAFTERlCORNER P�JST RAFTER POST/
� CONNECTION DETAfL BASE RAlL CONNECT{Q[�DETAlL
° Na To Scale `L
NM To Scale
��,`tl,i t��f�€� .. •--c- I
BECHTO! . p G �k� I
605 WEST � ,G, —
DELAND.F � �g`��.'7�,�dj' t6GaUGE U�'.�uMlELB�ACE
2 a � �2?�y FASi�'J�'EDTOTIiELEGAX�
� � r `i�� � � /� RAP7ER.ritifi 7-7R's t'
9ElF-0RRIItG SCREYlS nT
� � F.ACri E!i��t R'R BRaLE3
�: �_ � .��,
brio�a 13o�ee e��`�as38 �aATE� ro°��°`
BRACE SECTfUhI
� �`E ERS�I'y''`' \`
Na ro sdE
�
� � , F�v 3� ENGIMEER/NG p
A 5T/NG, inc. �&E3 ���L�I��T �?��Y l���s �[�t�e
CONSULTII�GEp7E(�1�rpCAL,EI+MRQNMENTy,I,qNp Mp7ERIALg 7ES?1NG ENG7NEER5
CEro6este a ae�o�ation No.5an
FIEtD:
GiEC�U:
D�,� R� ,�P oA,E: 8-t 5-12 �w"o G10132
.,aaROVEo-� scn�e:
NOTE� SHEET 3 OF¢
BA►SE RAIL ANCHO�A�E O�TIONS
� �6'f1LL1 U.z S IXPAI80N A/pqp
/ TNROUC1f BtSE RA7LwrtH1u 60F Ea4ti
j �'rtx vost aa+cyues
f � //''''INSIa1.L1::'aa ExPN45qNl.1TtY`R
� �i HRpIC�6ASE WUL WlIFN 60F clC3�
' ru,c1-�am uoucsecs
t
i 4 /smuntee:-xv-aeenec.�rt
-- -- — r
— - -rarwuu�u'EUSeOwB+r
_ 1
- - � - - _ - --_,.�. _- -� -� r -�' _ �
�t ^yT � " l �
= -�� , -
'^-'NW�OSITaCCCNL.FOOTwi(�9}pp5ly�y� �LCNTr.U0U5i'CWIIi�pRrEA�.EI(1 �
REJIFORCf➢lNfHi�LYININIXSUS
�� +COtdCREl�MONO.SLAB BASE RAIL ANCHORAGE CONCRETE SLAB BASE RA(t ANCNORAGE
Jf1 rtATosole vQ �
r�ro sak roPnoHa.-orer�c,�aar�rs ovtn
CDNCRE7E
Conaele Shad Haye a G+6rrraum Specifed Cdnpressiae Strm�h d25pp p51 at 28 Days-
7 Y7A41ER$--.`
CDVH2 OVER REgrFORqt/G STEE1 �
` � �--rsca+nvuoJSwseau
Far towWapor�s,minimun m�raete caver wer remiwong 6ers shal be: �
3 incha in fouMa7ian5 rMre tre�cre�is rasi ageost and PEm�nently in cOrdad+�h the eaM aexposai fo the earlh '�
rs a�1 aa.��rn
or weatlier,am!t-1�2 iidies e1se�Mere.Rebiarung bvs embedded"n grouteD ce9s shetl have z iminum ck�S�siaxe ai aa[aoia+o wrt-�c� � ORILL 56'kdE 7H0.01.GH 7NE
114 i1Atl1�r Ef1e g(W!Or 112 illf:h f0�WaSe,�oul bEMeen�ttl�Cirlg b8�5 81W My 78fE Of d CEfl.RBVIfOfCi119 06151.6Bd ul � r J� r�0�5E RN.�¢�UPF TL'
masonry naAS 51mq hare a n�esoroy w�er C�+�9 9�}d not lPss Man 2 intlres formamnry unis rril�tace exposed M �, avc�rt ErE n+ttN T.r aaw;FR
eartA w we�her�_12 m[iies iM ma T�aa�+eC��
sonrY w�s not e�ed to earth aire2tl�M_
REWfQRCp1GSTEFI; —
The re'xeforvg�e¢l 3Aall 6e m'atiR�un Grdde 40. '
�arr.�+oa
»'RLO�'wnG
GALVqNIZAT10k wm���n�
MelalaG�Smies/ar09e7mezd¢riorwallcanstrud'mnandwl�rectl mtnebpatlaEr (�Exo7Ea.xiGE�.wn
aecordarxe miU ASTM A t53.Class&2 t�l p1aB�corx�rs,�arui reis exposadidiredly ro tlie wea�her sw�a�Fmur�w�ss7�\ _
sMaA be stainkss skel w hW d4P�9aManaed
�
RfMFORCEMBJT A1A,Y BE BENT IN TFiE SF1pP(b2 Ti{E F1ELD PROVdDEp;
i_ Artreinfaroemeldiapentcdd:
2. 7he diameter M the bend.rreaswed oo Ehe'v+sitle M the bar is rol iess Ihan soc-0ar demMers:and
3 �e1n���Q�N���acer�.aao� (�� GRO�1i�[D BA,SE RAIL RAlCHORAG�
IXC�PTION; `�V NctToSde (CJW2E115EDFORASPH0.LT�
Yd7�ete be�'ina is necessary to a5gn drnvd bers airi a verfical teY.Ears pa2aliy emDedded in conaete slrap 6e
pemet�d ro he bem at a slope oi not mo2lhai 1 ind+d horimr0al dspb�pzmetd to 6 a�d�es of verti�l bar Ienglh,
:F \���i�.df�f�r f
BECH'iOL F�1�, R �Sy�_�F�'a,INC.
�WS WEST N �y0 ���$-�`.7_� %
DELAND
/ � f / � ``6� /
f � -/,,�,�
Thomas Bp�td.P Es � �Q� r 1
FbriEa lioeM,f$ � ' �
0
� �`.�`�':s�1Q`�'��, ��
/�
�
`�� , ��ENG/NEERlAtG
AND EST/NG, irrc. �&� gUILLJ'�1�[V 3�������g �t���
�ONSULTING GEOTECFd�ICAL,ENV62pNIdENTAL,ANO M0.TERIALS T�ESTING ENGINEERS
Ceni�iaMt W Au1Mr¢elian No.5s92
flELD: G���,
JP �"�: 8-15-'f 2
�a"'" RR �OJ��o. G10t32
APPFZpVFD:'� �E� IyOTED
S�lEET 4 O�9
B�X E�VE RAFTER �ABLE �[V� �PTI�N
4
5
SeElqTE52
`__f��—�FLS1tlIVG RND i fPACE ti
FOR YAY,911.47
SPACWG I u
r
n
i
w
��
I
f
TYPlCAL 8QX EAVE RAFfER GABLE END ELEVATION TYPICAL gpX EAVE RAFfER GABLE END FRAMING?LAN
scue i+a�=r
scn�E:i�e-=r
TS SOX ERVERAfTFR
PNPVLE i0\ 3'7fi' �
RAF'Eft / V I
TS POSi
1-17s 1-72'�7�6 C�A CiP
ANHESEi�lRETOBUY.
EAYE RAFTER?NDfABtE
rs�t wi�iu�xr�s
—t-t7ci-1?x2t6GACL� 20NTOP.20NBDTiQA!
AN6lE SECURE TQ W1FiER
POST{dD Gi8[E RAL TS GABIE RNL
Wi4 73�x1".�FS
2 PN i�.20NSpE
.___-------MWI+�UU 6 La1G.tlDU411:14 GAlS
75 Pl�FTER POSi I�PPLE SC.B{E PbS7 LO 16PRE N1M
<tk'x t'SDFs
BOX EAVE RAFf"ER GABLE RAIL TO
„ RAFTER POST CONNECTION DETAIL
`+ Nol To 5c�e
BECHTOL ENGIqI����i}�STING,INIC.
sas w�.sr NEw v kh f��
DElA1�,F�
� `i� , ����`�s/
ti
��.
� �. d�., f 7`?��I�
., ,� _
�,o�e�,��E ;` � _
Fbrida Lr�se nto�3ss3a — �
v�I'LZ�(�;= � �
r - �
. �.,
.,� `� ^ P��, �NGiNEER/NG
� ►RC. V�� BUI����� �`n����i��s I[!�o
' � f��G�����i
CJNSULTING GEOTECFtJtlCAi_E10V�RONIetENTAL,AND NIATERWLS TE5TING EP7GINEERS
CcrtiFrate d AuU�onta6on No_Sa92
FlELO: CHECKED: JP DATf.
x�wN: 8-�5-12 PRQ7.ND: G�O�3Z
RR /�APRDVED:TB �:
NOTE� SHEET 5 OF 9
B�VV t�A►F�`ER GABLE END ���`I�N
d
6
/ SEE110TE52 �
_��FLISHNG AND3�PAGE 7)I
i :OR M+W:IMt�
_ SPACIAG �;
ii
c�'
s
TYPICAL 801N RAf7ER GABLE END ELEV!#TIOt� TYPICAL BOW RAFTER GqgLE END FRAMiNG PLAN
�:�=r
scue is=r
Ts eow aaFtFR-
,-,rz•A�-tr■-r�bc�nc� !
ONCiESEIXAlETQ i
BO7f PAF7ER A�'0 C.18LE 1
RAN Wt c 714'�t'SOFs
/1-1�'.7-21P's71FGaCL� 20nTOP.20N80TT01.1J
�/ MIGIEgCU1�TORAF7FR
POSTAMD C+PBLE RN_
o,� vt:a v�t'SOF3
Tppp�p�77q;q TSPO57
\
�_TS GABLE R't�
`--NINNlUN 6'LONG.HIWYUp1/3 C.\TS
-- INPPLe.SECURF BOIN Mf7ER 7s1D POST
TO NQPLE 141TFI c 711'z t'
7S RAFTER PpS7 �F-�NG FR57@ER$
BOW RAFTER GABLE RAIL TO
�,�� RAFTERIPOST CONNECTION DEiA(L
`' rw�Tasca�e
BECHTOL ENr��5 �t���•J�,STiNG,INC.
DECAND.FLEYV RK�V f�'.�,
�� ��
s.� � � g,�'��/,•�
J 0� � \
% P 7�•�` �y
�_�, .. r: �
Thom�sP_E. °� � .`r� _
Fbrida Liaense Nn_38538
s o
� � � ��
" +� A �-`` ��NG/NEER�'NG
� 6������ : . ,,.,�. J�C� �ElIL�1�� ��F��f��E�s �f��.
CONStilT1NG GEOT'cCHNICAI,Eryy�qpNMEWTq�qptp MqTER1AL5 TEST7NG ENGINEERS
CeAifipte af AWho'veXO'n No.5492
��ELD:
criECKEO: JP oArE:
°"","" RR 8-'i5-12 �"��"'°: G14'[32
APPROVEO:TB s�E: NOTEQ
SHEET 6 OF 9
BOX EAVE RAFTER OPEN CARPORI�
EXTR� SIDE PANEL OPTIQ[�
��260R 23 GA GAlVMI1�DME7AL ROOF MID SPoE➢AFELS FASTENED
TO PURLNS ANO PO6TS Wf�H tif x 1'a'OPs VtfM CONTROL
SERL WASHER�AVERAGE 6'O.G.SPApNG
2 \
oJ-. ` \.
���"d_'� `2a'16�J.LLCHMf�BRALE �
r n�y� F0.ST@lED TD RAFfBtM/1fM
"�¢� 2-V9'x 7'�1F-0RllH6
%3�w p� Si,RRVSATH1CH3i13
�x� Ia v�t ertqC�
y w j
�
— 2
2
TYPICAL RAFTERlPOST FRAME SECTION-EXTRA S)DE PANELS
SGLE:t�6=i'
FU�SH61G
7 �
I6
> j
� � _
I -
R.15FNiG
1 �
3ff MAXIMUM R,4�'f'ER SPAN _ l �ENGTH VARIES DEPEAIDING DN — I
" NUMBER AND SPACNlG OF RAFTERS
TYPlCAL EtdD ELEVATION-EXTRA SIDE�PANELS NPICAL SIDE ELEVATION-EXTRA SfDE PANELS
SCALE:1�'=1'
SCALE.79'=1'
BECHTO!ENGINEERING AND TESTING,INC.
605 WEST NEW YOR �,
�RO t a d /1r�f
•ri,�
��� /�
� �•�� �1f v
T� f P=� G i\6 �
Fbridrliprnse No. ;� �
�
'�° r ^ r R`� ..�
'�' a ! g
� �.
s • �
' -. �,8��• E/VGlNEER/lYG tQ
` , inc. JaG� �V�LLJ�I�� ����!►'��aZs II�/�S�
CONSUL?7NG A ¢�V�yTqL,AND MATER1qi_$TESTING ENGfNEER$
CeMfiea�ofAUTO�5za�5�`l �6■•-
FlElO:
a,ECKm: IP wTE:
ORAI�RJ: J 8-15-12 PPa-'�°. G10132
RR APPROYED:'r'� S�E: NOTED SHEET 7 OF 9
. --__
BQVV F�AFTER OPEN CARPQRT EXl'RA SIDE P��EL O�P�ION
�-?S OR 29 GA GALYANO.ED NEfAL ROOF NMD�E PA1QS
FA57ENm T�R/1F1ERS NCl POSfS M7iH 1Po'z i'�F5
WfTMCOMRp.SEALWASHER¢i.AV62AGEo OL.SPACWu
3 � \
\
� I
t
�¢Q �2a'i6 GAi!-CHata�lE1 BRACf
FASTEI�D TO HAFTEN Ylillf
o w� 2�t!a'x i'gi.f-0RlL1NG
�>p $CREWS FT EACM Df0
(<PER BFtACF_)
�i=
c`Si�
¢oa
� — 2
3
TYPICAL RAFTERtPOST FRAAAE SECTION-EXTRA SIQE PANELS
scua,�=r
- - — --- --�-
p.ASMNG . _.' .-
_'____ _ . "'_ .'
� (�re0 -
_g
>
�¶�6.�����, I_ - _ -- _ _
TO tAATCi It00F�� FLASi�i
� 10➢foraq
gp�p������SP� � IENGTH VARIES�EPENDWG ON
- NUMBER AND SPACRJG QF RAFTERS
TYPICAL END ELEVATfON-EXTRq SIDE PANELS TYPICAL SIDE ELEVATIOP+1-EXTRA SIDE P�NELS
SCAEE iiB"=1'
SCAIE'F/8=1'
BECHro�������TESTING,�n�c.
605 WEST NEW Y g
DELAND, 0
�eA te �i.+�°.�,
/ �` � �' r� �i'
� , .��i
ThortasBe�tq�'P.E_ s �
FlOridaTjoenee°No.38538 �� �
e � � —
y �� d �
�
�` a �
_� � �NG/NEERlNG
COIYStDLT7NG GEOTE6�(J�NIA�Id�AIdOnMATER7AtS TES7ING EMGINEERS ��� B���D��� �����C��� ���c
C�etdficafe nf Pwttmr¢2tron\lo.' �' `
FIEID:
���o_ JP �,�.
ow`"'": F�R .,�o�o:�B s�E. 8-1�-12 Pao,.No. G 10132
NOTED SHEET$�F S
�OX EA�/E RAFTER VERTICAL ��Q� E�PT[�[�
�`zs a�zv r�cuvu.�u nF�ai r�Fave.s Fns�n
TO PUP1N$qy7M lq'x 7'$pF�y177y{Cqy,r{�
� SEAiWAStiER�AcYARGE6'DC.SPACING
� �l
92 z ��
<�3 I \
�, \ '
L Ft�sw� �za�ecnucwvwet ew+cE
�t•1778GAtlGEFyfUSHG ?pS7ENEDTORAF7EptYRH WI
���'.��) _-t�C'xi'SELFUR411NG
SCHE'.VS AT EACH EN6
{s PEP.BRhCt� w
9
2
2
� 3P MAXIMUM RAFTER SPAN �
NPICAL END EL.FVATION-VERTFCAL ROOF TYPICAL SECTfON-VERTiCAL ROOF OPTION
SCNLE tf6'=7
SGIE:t6'�1'
/"1-i.2')aGMf6EFJRR��M1(1�,ft�cpED
�/ iC_AC-Iil�ftfFN1{i�:jw'�"$g,f{�qLL1YG
FRS[EVEp$�I.C-0iAT VtHEli1MJ 25'0�
LENGTH VARIES DEPE.NDING ON
_ ��_ NUTABER AND SPACING�0�RAFTERS
.
E—, �-6
— 6
�� SEENUTES?AND
3;PEr"sE t)FOr�
NU(ILWW
SF'hCNG
3
3
I LENGTM VARIES pEPENDING ON I
� 4JLN�16ER AND SPACING OF RAFTERS __�
��---
TYPICAL SIDE ELEVATION-VERTICAL RflOF TYP(CAL FRAMING PI.AN-yER31CAL R00�OPTtON
srxE ue=r
scn�•,�_,
1-112'fB G4UGEFURRING CFIAkNa FRSTBJE�7d Ep�{
RAFTER WfTH�ti4'x 1'SF1F-0RILLING FpSTENER$PA(:E�
N0T MORETNPN48'Q.C.
BECHTOL ENGI�F��16,1��Q 7'ESTING,INC_ `
.c.�e,�o� Q�" o �1 f F �,�p � �.
o�u,N��'�1 `LG �t J`'` S;u �
� ROOF PANEL ATTACHME[�T
/�` � � -�'��
Thom ee�k�p,E. � � W�TfRMAiE FOR VE32TICW.ROOF PANELS)
FbriazTaceraejvo.38538 �� � NaiToScale
f r s
.r �Jt�(C 6 `
� •i, � , `
__ � �I1IG/l1/EERJl1lG
� - � ,..��. .!&� E�t�lL�[[�C' ��f�:�/[CE�� iN�.
,Ft t
COIJSULTlNG GEOTE�Nh�` NTAL,ANp MA7EAIALg TESTING ENGINEERS
Cenificate of AuR+aiza5m No.Sd9
PoELP.
CNECKED: Jp ��.
°w"''"': �(� 1�PPROYED:TB �E: &1�-12 °Rpj"'O G10�32
NOTED SHEEi'S OF 9
e�s-�eo-oozo City of Zephyrhills Permit Appiication Fax-813-780.0021
. Bufldfng Department
Date Received 7—�p _ /`{ Phone Contact tor Permittin v�3 2 -- 9a rr
Owner's Name ' �� �ner Phone Number
Owner's Address c�� �Q l2�"� ��� Owner Phone Number �
Fee Simple Titleholder Name Owner Phone Number � �
Fee Simple Titleholder Addresa �
JOB ADDRESS I / � �, LOT# C�
SUBDIVISION � PARCEL ID!!�—
(OBT/VNED FROM PROPERTY TAX NOTICE)
WORK PROPOSED � NEW CONSTR 8 ADD/ALT � SIGN Q [� DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR O COMM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q �
DESCRIPTION OF WORK %! r r�r� 2( �( 2 Z
BUILDING SIZE � SQ FOOTAGE� HEIGHT �
OBUILDING S VALUATION OF TOTAL CONSTRUCTION
2 0. a c�
DELECTRICAL �� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMBING �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �����
�GAS Q ROOFING Q SPECIALTY � OTHER
FINISHED F�OOR ELEVI�TIONS FLOOD ZONE AREA QYES NO
r
BUILDER � COMPANY �
SIGNATURE � REGISTERED Y/ N ^ FEE CURRE� Y/N
Address Ucense# � �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# C —�
PLUMBER � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# C
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# C
OTHER COMPANY
SIGNATURE REGISTEREO Y/ N FEE CURRE� Y/N
Address License# C
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 Facititles&1 dumpster;Site Work Permlt for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Lite Safety Page;(1)set of Energy Forms.R-O-W Permit for new constructlon.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storxnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpste�.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 cansUuctlon.
Directlons:
Fill out applicatlon completely.
Ovmer&Contractor sign back of applicallon,notarized
If over 52500,a Notice of Commencement is required. (A/C upgrades over=7500)
" Agent(for the contractl�or)or Power of Attomey(for the owner)would be someone with notarized letter from owner authotizing same
OVER THE COUNTER PEi�AAITTING (Front of Appllcation Only)
Reroofs if shingles Se�vers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Oriveways-Not ov�C7ounter if on public roadways..needs ROW
a./
NOc�CrE 0 bemoe RestTat veTth�aN County regulat9ons. The undersigned a'ssumes esp nsibilbty for compl ance w th any
w y
applicable deed restrictfons.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to unde�take 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 contractar may be cited for a misd�meanor 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 cont�actor 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�EES: The undersigned understands
that T�ansportation Impact Fees and Recourse Recovery Fees may apply to the construction of�ew buildings, change of
use in existing buiidings, 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 WaterlSewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applfcable Pasco County o�dinances.
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 Const�uction 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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no 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 agencles include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland A�eas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the 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 adve�sely 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 fo� a period not to exceed ninety (90) days and will demonstrate
the ob is considered abandoned.
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, j
WARNING TO OWNER: YO EME 'TS TO YOUR PROP RTl(.TIF YOU INTE D TO BTA N FI�NANC NGTCONSULT
PAYING TWICE FOR IMPROV
WITH YOUR LENDE AN ORNEY BEFORE RECORDING YOUR NOTIC F EN EMENT.
FLORIDA JURAT(F.S. 11� )
CONTRACTOR
OWNER OR AGENT� 8 )before m lhls Subscribed and s to(o fli b fe me thI� ��
Subscribed and swo � J_ �-j � by
L�L :
7-.$0��3 bY Who are ersonally.known to me or hasRiave produced
Who is/ar ersonally.known to me or haslhave produced � ��,�� ,��A � as identlfication.
t=-� ��► i( ��C�i�SR as idendflcatlon.
1-l.
r
� p . Notary Public
, , ' ry Public •, ,.,,,,,
� �m�� � ,,g� •�s JACQUELINE B ES
`*' pecember 12,2014 Co�mf
Com ssio � �sm ;,� Expires December 12,2014
r" g�d�}vu7royFdnlrrr�
�����
7019
ed, rfnted or stamped Name of Nota ,
Name of Notary typ P