HomeMy WebLinkAbout14-15371 CITY OF ZEPHYRHILLS
5335-8TH STREET
(si3)�so-oo20 371
BUILDING PERMIT
, � ��u�: ; ;:v� PERMIT INFORMATION� + � _ �,LOCATION INFORMATION` " _ . � :�� ._ ��
Permit Number: 15371 Address: 6706 NORTHLAKE DR �
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: STEPHENS GLEN PHASE TWO
Est. Value: Parcel Number: 03-26-21-0150-00000-0180
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Improv. Cost: 1,600.00 OWNER INFORMATIO.N;���:x='����°.,��. '�:�- � ��:.
' Date Issued: 6/19/2014 Name: WALLWORK ROSWELL C & ELLEN
Total Fees: 67.50 Address: 68 PARKWAY DR
Amount Paid: 67.50 QUINEBAUGH CT 06262
Date Paid: 6/19/2014 Phone:
Work Desc: 192 SQ FT SCREEN RM ON EXISTING SLAB CONCRETE
- CONTRACTOR S APPLICATION FEES
�R A JIMENEZ HOMES INC BUILDING FEE ,r. / 67.50
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BUILDING F AL -
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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� 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 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 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
�CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a�3-7ao-o02o GI�L'y o�i'�epnyrn�ris r-��:r�►uc�j.�I��,L��tu�, . --
' Huiiding DoparEm�nt
Dale R�c�ivec! �— . � pllono ConiaciiarP�rmii�in� ��3 �� . -- r�/ T �
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Ovirner's`Name � �pY`<. �d��! '� ��/� c�wnerPhoneNumber � ' �
Owner's Arldress � ��Q pY'�'� � e, • �-e v1��1�5 Owrter Fhono NumU�r� �
Cee 5impio Tittet�oi�ter Natne • Owner I�Iiona 1ltumfi�r��� �
t=ee Simpte TiLiehoicier Addr�ss � • •
' JOBADDIi�SS � 'Y-}Yl. 1...f�k2 Y• �.2.� Yl v1�i11� '�'l. 33��c� LOT�� �S -
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suBa�vis�or� � - �t-c�Y-,e,ns Chclen s'��v�,-� �.�r�c�r.►n� c�3-��-�-� -o�s t�-o o c�b - ��g b
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WOI�tC PROPOS�D ' NEW CONSTR ADf?lAI.T � SIGN � MOV� [� DGNlOLlS!-! ,
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PCtOPOS�D ll5G' . [� 5f R ' �• COMM 0 t7T1-1�R " -
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p�ser�tnT[atv or-wor��c • .�c�ree 5 ' �
I3UILDING uIZG �rk�r r � sc�r-oar.a�e�'LC�.�^� I-I�IGI-17' �—� �
13UlLDlNG �� ��d �p • � VALUATlON OC TQTAL GONSTRUCTION
0 EL�CTRIGAI. ;j; , �� AMP S�FtViC� � !'ROGIiESS CNGI�GY � J� W.R.E.C.
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0 MECi-(AtdiCA� �; VqLIJATlON OI=MECi-IANICAi�1NSTALLAT(O(� � ���3���'�31�
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(� GAS �] ROOrlNC � SPGCIALTY [� OTF[GR , �"�
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riNiSi-IED FL,001�El.EVATIONS l=1.QOD ZONCAREA �YGS �NO �� •
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13UIL.DCR ' �� �r COMPANY �1'�1�'�e� an b � Y ".i-�6 '`�'4� \�• i .w
SIGNATURC '� Rc��s��b Y! N r-ec cur�ctvT Y/N �
Adclress c��Y7e�S�•C� - ' . License�l� � �
GLCCTCttC1AN • GOMPANY
SIC,NATURE R�GtBTCREp ° �Y/ !V PL-�CURRCNT Y 1 N
Adctres� ' • Lioonso� �� ��—T�
P!»UMt��i� . � CaN(PAN�
SIGNATUR� Rc�isre[�a Y! N. r-cc cur�r�et�rr Y/N
, Addross License� C �
M�CI•IANlCAL ' • ' GaMPANY
5IGlVATURC • - REG(STGRL-D Y! N rcc cur�r�etvr Y/N .
Acic[ress • • ;Lioense�!�� � j
QT!-lGl� . ' , CONIPA�lY ' . , .
aiGNA't'lJi�C RGGISTE�iED ' Y/ N t�C cuRrtcNT Y!N
Acictress � . License# �T � �
I�GSID�NTiAi. AEtaci�(2)i�fot'Pians;(2)sets of 13uilciinc�Plans;(9)se�ai Gtl�rgy'Forms;I�-O-W Permttfor n�w consfruafion,
Mlntmum ten(70)worictng days aftcr suUmiEta(daEe. Reqtiir�d an�iit�,Canstruction Plai�s,8iormwater Plans w/SI![t=ence instaltect,
' S�nitary Facilitl�s&1 c]umps�er;S'sie Worlt Permit•.iar suUdivisionstlarc�e�rojecis .
COMMCRCIAL AfEacli(3�comniofic s�ts of I3uiiciing Pians plus a LPfe Saf�ty l�ac�o;(9)s�t of Gnergy.'Corms.I�-O»W!'armtt far n�w consfirucfion.
Minfmum ten(14)worlting days aflei submlEta!dat�. Required onsife,Consituction Pfans,S[orrnwater t'lans w/Slll C'�nco lnstall�d,
Sanit�ary Facitities,&1 dumpsfer.Sito ulfor(c 1'�rmtl'for all new projects.A!!commercIal rQqutramenfs mus[mee[comp3i�ne�
' S1GM PEI�11l1JT Attach{2��sets of Enc�ine�rod Pians,� -
�`*'"*f'ROI'ERTY SURVEY requIror!•for a!!NEW aonsfirucUon. � • , ,
' -1-l-l-1-l-l-l:1-1-M-l-l-]-1-I-1-1-1-1-1-Hhl-I-I-I-I-I-t-I-I-(-I-I-I-ti-i-I-i-t-i-t-J-FI-I-1-i-i-I-i-I-I-1-1-1-I-I-I-2-t-t-t-1-i-S-td-i-t-Fl-S-i-t-i-l-t-l-i-1-1-t-1-I-1-1-Id-ld-1-I-1-l-l-l-1-l-i-1-1-1-1-I-1-1-l-1-l-1-I-I-1-I-ld-1-1-l-1-1-1-1-1-I-I-1-I-t-I-FI-t-Mht-I-t-i-i-hl-I
nirec[ions,
Pii!ou!appltcatlon complotely. � •
Own�r&Contractor sic�n bacic of apnfiaation,natarizecl ' �
I!`aver�250D,a Notice of Commancoment is requIrod. {AtC upr�rad�s ov�r:b5Q00}
** Ageni(for the co,ntractor)or Power of AtEorn�y(•For fii�c�•own�r)woufd be sam�ane wtYl�notarized lefit�r firom owner authorizinc�sam� •
•OVCR Tl-1G GQUNT�13.PC1�MITTlhiG (Ftont af Applicafiion Onfy) ' •
I�eroo(s " Sewors Sorvic�.Upc�rad�s A!G C-�nc�s{PloilSUrvey/�oofi�ac�e) ' .
Driveways-IVot over Gounter ifi on publlc raadways.:n�eds l�QW �
NOTiCG OF I�E�D RCSTRICTIONS: Th�•und�rsic�ned und�rsl�ncis ti�ai;�ti7is p�rmit may 13e subj�ct ta"d��ci"restrictions"
whici� may i�e more restrsctfv�-ti��n Go�tnfiy rec�ulafiions. Th� �mdersigned �ssumes respansii�ili[y�For oomplianc�witi� �ny
�pplic�bl�de�d rosfirici:ions. �
UNLlCGNSCp CONT��lCTt3RS AND Gt7NTf�.ACTOi�. PCSI'ONSil3IL.ITI�S: I�f llze ow���r has hired � coniractor or '
conir�ctors fio uncl�rC�ke work, i:I�ey may b� r�qc.ured�to 1�o iicens�ci in �ccordanc�wifih s�ate anc4 iocai r�gulatiaris. I�F�1»
contr�clar 9s nof: licens�d �ts r�quirer! by l�w,. }�otl� �Cl�e awncr �nd confiracEor m�y�be citeci �ror a miscieme�nor vioiation
uncior sfi�t� i�w. i��fih� awner or intencl�d cantr�c�l•or �re LtnccrC�in �s �10 wl7�t Iic�nsing r�quirem�nfis m�y app(y�(or fihe
intenclecl worlc,they are �civis��ci to�cant�ct i:ii� P�tseo Counfiy 13ttilding insp�e�ion Dlv3sion—Licensing S�c�ion a1727-8�1.7-
8Q0�. 1=urlhermore, if i:he own�r h�s hir�d � con[r�ctor or contr�ci:ors, he is �dv"rse,d ta hav� t(�� contractar(s) sign
por(ions a•f'�he "contractor 131oc1c" o�f�khis ap�lic�Gan �For which Eh�y wi11 i�e responsible, .i�you, �s the owner sign as ti�e
confr�ctor, fihnt m�y b� �n indic��[ion 1:l�al h� is riot properly.liccnsed �nd is nat enfii�tled to p�rmifi[ing privil�g�s in Pasca
Gounty.
TRANSt'ORTATION IN[T'ACTIUTfL.iTtCS IMT'ACT AND PCSOL3PCC RCGaVLI�Y f-ZCS: Th� unclersic�nec( understai7ds
tl�aL Tr�nsparCatlon Imp�ct F'�es �nd Reco�trse Rccovery Fees m�ty�ppiy�o fihe consircrcfion;a'f n�w bu31c{ings, clz�ng� a�f
us� in �xfsling bufldinc�s, or ex�nnsian o�r existin� 1�uiidings, as speci��ied in i'�sco Coc.m�y Orc{in�nco numi�er 8�-07 �nd
90-07, as �m�nd�d. Th� ��nderslgnec! alsa unclers�Lands, fihat suci� •�ees, �s m�y 1�e clue, wIli bo iclenfiiFiEd at fii�e time of .
permit�:inc�. It is •Furth�r uncfers�oocf that Tr�nsporGa�ion Imp�cl Fe�s �nc! I�esaurc� I�ccov�ry Fees must b� paid prlor fia
r�ceiving a "cer[ific�te oF occupancy" or��in�1 �ow�r r�i�as�. l�T�tl�e proj�ci: clo�s naL involv� � cerli�[lcafie o�C occup�ncy or
�lina! pow�r role�s�, the ��ees must b� ��id prior to p�rmit issuanc�. 1=ur[h�rmor�, i�'i'�sco County V1lafier/5ower Imp�c�
•fees�r�clu�,th�y musi I�e paic!prior�to p�rmit issu�nce in �ccordance wit1���plic�bi�i��sco Ca�rtity ordinanc�s.
CONSTRUCTION LI�I�] L1�W{GI�apLe�•7�1�, 1=Ioricl�5t�i:ut�s, as �rnencl�d): I�Fv�iu�tion o•�worlc is :�2,500.Oq ar more, I
certiFy fii��►t i, the appiic�nfi, have f��en provid�c{ wik►� .� eo�y o�f �Lhe "Flaricl� Gonstruciion Li�n Law—l-Iomeown�r's
I'rotoc[ion Guici�" prep�reci i�y�the 1=lorid� D�partmenfi o�F AgriczTiturc ancl Cat�s�imer A�Cf�irs. I�f tl�re �pplic�n! Is someon�
ofiher th�n tl�e`bwner", 1 cer[ify ih�[I I��ve.obt�in�d a copy o•F�lii� abov�.d�scrib�d docum�nt�ncf prom�s� in good�F�i1:l1�o
cl�ffver Ik to 1:1z�"owner"�riar i:o commencemenl.
GONTRAGT�R'S10VItN�1�'S AFI=II�AVIT: ! c�rli�fy�:ha�l•�11 th� iniormatian in this applic�i:ion is �ccurafi� and fii�afi�11 work
wiii i» don� in compii�ne�wffih �fi �ppiiczbl� i�ws regula�ting can��lructian, zoning and l�nd dev�lopmcn�C. A�y�IicZtian is
I�ereby m�de fia oUtain � p�rmit to do worlc �nc1 instaii��ian �s indic���d. 1 certi�Fy �lh�� na worlc or inst�ll�filo3� h�s
carnmenaec! prior to issu�nce o•r� permit �nd �[i��t �11 work wi11 i�� perFormed to meei: sfi�nci�rds o�� al! (aws r�gulatinc�
construclion, Gotinty ancf City codes, zoning regula�[ions, �tnd (and dev�topment r�gui�fiions in t11e jurisdictian. I also
certi�y�hafi ! t�nderstand �th�t ll�e rec�ul�i:ions o�f ofiher gov�rnmenfi�genci�s m�y app(y fio �[I�e infend�ci worlc, �nd fii7�fi it is
my rQSponsibilifiy to icl�nti�'y wh�t�el;ians i musfi t�lc�to I�e in camp4i�nc�. Sucl� ag�ncies Includ� f]ut�re not Iimited�o:
- Dep�r[menC o�F�Environm�ntal C'rot�ction-Cypress B�yheads, Vt(��l4and Areas �ncl Cnvironmcnta!!y Sensitiu�
L�nds,Water/W�sterrv�Lor Tr�atment.
- SOLi{I1W�S�: Cloricfa W�ter Manac�emen�t District-Wells, Cypr�ss i3�yheads, IN�ti�►nd Ar��s, Altering
W�tercours�s.
- Army Corps o�r�ngin�ers-Se�walis, Doc(cs, N�vigal�le tN��erw�ys.
-� E De�arlri�ent o�r I-I�aIt1� & Rel�abiii[�fiive S�rviceslCnvir.�nmenlai (-i�a(�I� Unit-V1lelis, W�stewal�r Tre�fim�nt,
S�p1ic T�nits. • ,
- US Cn�iranment�l l'rofi�ciion Ag��cy Asb�sios�I��fiem�ni.
- f-�der�1 Aviafiion Act[i7ority-i�ttnw�tys. '
1 undersfi�nc(th�fi[h�foiiowing restrictions ap�1y�ta'�ti��use o�F•Fiii:
- Usc�o�f•fIll is not�Ilawed 1n T=laocf Zon�"V"uni�ss �xpr�ssiy�a�rmitfied. �
- I�F th� �FiCI in�f�rinl is to b� used in I�'lood Zon� "A", tt is Lmciersfiooci fii��[ � eir�inage pi�n addressing a
"com�aens�fiing valume" wiil !ae submifii�d ai:fiimc o�C permitling whicl� is �arcn�red by a pro�ession�l engin�er
(iaenseci by fii�e Sfi�fio o•F f=(oric(�. .
- !�f fhe �fill m�teri�l is �[o i�e•used in 1=ioocl Zonc "A" in connec{ion virith � permi(�t�d i�t�iidinc� �is(ng st�m wal!
' consfiruction, ! cerLi�Fy�il�at fii!(�nrill Ue used�only�Lo•�11 ti���ire�witi�in ti��sfiem waq.
- f�(.•Piil ma�eria! is fia 1ae us�d irt �ny zrea, !•certi�fy �Cha�t use of sucti •(iii wiii nofi adv�rseiy a��Fact adj�c�nfi
' propertius, fi�F.�use a���Fi1i is��ottnd �ta adv�rs�iy ��ff�ct adj�c�nL• �rop�rLies, �tl�e owner m�y be cited�For viol�ting ,
ihe condifiions o�� th� Uuilciing permit issuecl�uncfer�lh� �1.-t�cI�ec( p�rmit �p�alic�tfiian, �for lots l�ss fil�an one (�1)
acr�whicl��re �Jevated l�y�(ifi, �n engineer�d drain�ge plan is r�quir�d.
f�F 1 am th�AGCNT rQr TI-IC OWNCP, ! �romise in good�F�ifil�i:a in��arm fit�e owncr o�r fii�� permitfiing conditions set�Forth in
t1�is �i��idavil �rior to cammencing eonsfiruc�ion. 1 undersL�nd�I�a�l a s�p�r�[e p�rmit may 1a� r�quir�ci�ror elecfiric�i wortc,
piumbing, signs, w�i1s, poois, air condifioning, g�s, or oth�r insfiaIlnfiions not�specifically included in [ho appiic�tion. A
�aermit Issueci si��ii iae cansfiru�ci fio 1�� � iic�nse fia proce�d witl� th�worl<�nd noC as �utS�ority fio,viol�i�, cancel, �rltar, or
sel�sicle �ny provislons o�T i1�e i:echnical codes, nor shall issu�nce oi�� permi�pr�venf L•i�� i3uiiding O�fsicla!�from �i�erea�f[er
roqt�iring a corr�ction o�f�rrors in plans, construclion or viol�tions aF any cad�s. �very permit issueci s1��ii b�cotnc� inv�tiic3
unless tii�worit�uChariz�ci by s�tc►z .p�rmifi is commenceci within six months o�f permit issu�nc�, or i��worlc aufii�oriz�d by
fiho permifi is susp�ncied or ab�neioneci°For a periac( o�[six(6) months afi:er�;he�ime th�worlc is aomm�ncecl. An exl�nston
m�y ba requ�sf�ci, in wrifiing, from t1�e Bttilciing'C7�F�ici�( ��or� p�riad noC�La �xceed nin��y (90) d�ys �nd wi!! cfemonstr�te
�us�ifJ�l�le c�use•for�ih� ex[�nsion. i�(waric ce�s�s�far nin�l:y. (90) cans�cutiv� d�ys, tl�e�ol� Ps consid�recl al�andoned.
VItAi�NtN� TO OWIVGR: Yt�UI�.-I=1a.IL.UR� TO PCCOPD .�1. NOTIC� OI= COIViMtNCCIVICNT M�i,'1°� I�L�SllL.T IN•Y'�lli�
f'AYi1VC TWi�C t=OP CIVIPT�t�VCMCNTS 7t�YqUR PR�I'�RTY'. I�YOCJ INTC�II� TO OBTAIN I=IN.�NCING, GONSULT
- - WIT!-1 YOUI�_L�NI]CP C1P AN 1-�,TTOI�NCY'13�t=C1R� R�COI�.D1N�Y�CJP NC1TI�� �1= GO1111M�NGGMCNT'.
FLORlDA JURAT(f-:5.1'17.03) � ---- - ~-- ____.__,____ - - - `
-- � � OWNCR OR AGGNT�C°.�..� ��L��i2.6tGv!) CflNTI'�CTOI� - - --�� �, ���� -- . ,
SuUscriUed and sworn o(ot afFy�ed)UGfore me ffiis Snb crib and swon (or affr -�Uej oro mo fhi��?�s-�'—_�_��
(c -dZ�-�'f� by ��� s�.r�u/� -�/ by C�e. f����.,
Who is/are pe` r_sonaiiy i nown to me or iiaslhave produce�i Who is/are personally Icnown to me or ha ave produced
as ir1enEi(ication. �s 1den[i(icafton.
_!��-� _,_�o[ary i'ublic --•. �`-��^�`�------ Nofary PuUiia
Commis on No. Commissi o.
TARY PL"BI,iC-STr�?'E dF F`I,ORIUA NOTARY PI"IIi.ZC-51�sTE OF FLORIDA
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Name ot Notary typed��r, ca't�i�I��ior,;��Et144504 Nam�of Nafary tyP�d,printed or s[am,�'', :Com�°i�,�t:�r!#EE044504
�-, ,,,..��Expires �CJV,22,2014 ���• ,-'`Ekpir�, 4�'OV.22,2014
Bo?�-ii��r.���r.:�.�,�ic�o:�-��;c co.,n�c. Bo*���o r�r a:�:ti-�,�,��,�;s co.,arc.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � � ( N M�C�ca+� Co�n s�r v c--�,o v1 4- ��u;w�r�u��u
Date Received: �o ` 3 - l �
Site: �� d 6 �I o r-I-�- L�.I�C�, �r
Permit Type:
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.
�a�� �. JUN 0 6 Z014
Kalvin Switzer-Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
12"
A EXISTING WOOD BEAM
1X OPEN BACK
114" X 3" DECK SCREWS 2x2x.125 ANGLE,
2 MIN EMBEDMENT ON EACH SIDE
CORROSION RESISTANT (2) #10X3/4" SMS PER TOP FLANGE
12 O.C., 6" FROM ENDS
CORROSION RESISTANT
SCREEN
1"xl" ALUM ANGLE
FASTEN W/(2)
#10x3/4" TEKS
PER FLANGE
CORROSION RESISTANT
HOLLOW GIRT OR DOOR HEADER TYP.
22 GAUGE KICKPLATE
INSTALLED W/#10XJ" TEKS
2X3 ALUM. POST PER PLAN
(2)#10x3/4" TEKS INTO TOP FLANGE
FASTEN POST TO CONCRETE W/2X3Xj"
ANGLES W/(2) J"X2" TAPCONS
1X2 BASE PLATE
j :
1/4" TAPCONS x 3" ® 24" O.C.
W/2" MIN. EDGE DISTANCE
NEW 2X3 POST CONNECTIONS / /
FBC PLANS & CONTRACTOR: JOB DESCRIPTION: Z;frY-;-:;- SCREEN WALL DETAIL - RISK CATEGORY I 13o ult
ENGINEERING SERVICE, INC. BARRY - ALL AMERICAN SCREEN ROOM WALLS
110 asd
6272 ABBOTT STATION DR. UNIT 101 NAME/ADDRESS: s ,.. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL. 33542 ROSWELL & ELLEN WALLWORK Zf ( /
1-866-824-7894 67O6 NORTH LAKE DR. - SILVER OAKS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 05/30/14
TOLL FREE & FAX LICENSE #: ZEPHYRHILLS, FL. THOMAS L. HANS0N PE #38654 DAVID W. SMITH PE #53608 ASCE 7-10 AND THE FLORIDA BUILDING CODE. 2010
PG, 3 OF 3
EXIST. LANAI & CONCRETE SLAB
2X3 CONVERT TO SCREEN ROOM
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FBC PLANS & CONTRACTOR: JOB DESCRIPTION: SCREEN ROOM - RISK CATEGORY 1 130 ult.
ENGINEERING SERVICE, INC. BARRY - ALL AMERICAN SCREEN ROOM WALLS 110 asd
6272 ABBOTT STATION DR. UNIT 101 NAME/ADDRESS: I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
ZEPHYRHILLS, FL. 33542 ROSWELL & ELLEN WALLWORK ?j� •t PLAN AND FOUND IT TO BE IN COMPLIANCE WITH 05/30/14
1-866-824-7894 6706 NORTH LAKE DR. - SILVER OAKS
TOLL FREE & FAX LICENSE #: ZEPHYRHILLS, FL. THOMAS L. HANSON PE #38654 DAVID SMITH PE #53608 ASCE 710 AND THE FLORIDA BUILDING CODE 2010 PG 2 OF 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 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, &FBC 2010
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. WITH 2013 SUPPLEMENT.
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
3000 PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. FIBERMESH(3/4"PER CUBIC YARD MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.MIN.)
LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. . ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
GRADE 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE BE APPLIED IN CONDITIONS ACCEPTABLE TO
40 MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS GRADE#5 OR BETTER ZINC PLATED. DESIGN DATA:
SHALL BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1, OMINAL DESIGN WIND SPEED ,(3 SECOND GUST): 130 MPH �C
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 2. RISK CATEGORY 1
FOLLOWING: FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 3. WIND EXPOSURE : B
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). OTHERWISE NOTED ON PLANS. PROFESSIONAL ENGINEER SEAL
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 3/4". 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS:
AIR ENTRAINING-H-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS SCREEN ROOF: 6 PSF
WATER REDUCING AGENT-ASTM C 494. G-185, SCREEN WALLS: 23 PSF )NGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL SOLID ROOF(MWFRS): 20 PSF
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" COMPONENTS AND CLADDING LOAD: ENCLOSED ROOM-130/140 ULT David W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. ROOF:+8.9/-21.8 PSF @ 2B FLORIDA LICENSE NUMBER:53608
10. PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN WALLS:+21.8/-23.6 PSF @ ZONE 4
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 2, E. REFERENCE STANDARDS: WALLS:+21.8/-29.1 PSF @ ZONE 5
&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
Thomas L. Hanson P.E.RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 OR EQUIVALENT DENSITY SCREEN MESH: 0.88
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS,VISIBLY ASCE 7-10 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER:38654
FREE-OF ANY STRUCTURAL EXCESSIVE CRACKING,SPALLING OR AAASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 7. LIVE LOAD:
OTHER DETERIORATION. ASTM C94 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
ASTM C150 ZOO lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. LI Mark Ronald Dunn, Jr.
B.MASONRY: ASTM C33 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
1. CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 8. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#IOWWM OR FIBERMESH OVER P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE ASTM C494 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL FLORIDA LICENSE NUMBER:73968
ASTM A615 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
M OR S MORTAR.
2. ALL MORTAR SHALL BE OF TYPE M M OR S. ASTM A185 9. SCREEN ROOF TYPE::
3. ALL GROUT SHALL LE.E O PSI MINIMUM AND HAVE FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) 10. SOLID ROOF TYPE FBC Plans&Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 20 2005 ALUMINUM L SUPPLEMENTS.E DESIGN.
4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING MANUAL Services, Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN HEIGHT. F.ABBREVIATIONS: 6272 Abbott Station Drive Unit 101
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Zephyrhills,B.33542
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE Email:erb@fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Website:www.fbcplans.com
2. SIM--SIMILAR C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF4.3. CONT--CONTINUOUS HOLLOW SECTIONS
0.024"SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 5.VIF--VERIFY IN FIELD 2x2:---------------------------------------2"x 2"x 0.044" DATE: 05-26-2014
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY: Larry deMontmollin
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 PREPARED BY CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
THE ALUMINUM ASSOCIATION,INC.WASHINGTOND.C.THE 2010 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5: --------------------------------------2"x 5"x 0.050"
FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS(CHAPTER 16 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN RO 1
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. OPEN BACK SECTIONS RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE - 1 x 2:----------------------------------------1"x 2"x 0.040" RO 3
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:---------------
-------------------------1"x 3"x 0.045"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF USING
CONTRACTOR. RO 4
#12 SPACING MAYBE 24"ON CENTER. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURER. PROJECT ADDRESS:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS2 x 2 Snap:----------------------------------2"x 2"x 0.045"
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: ---2"x 3"x 0.050" ROSWELL&ELLEN WALLWORK
EXCEED 75 MPH"-DECAL SHALL BE PLACED SO IT IS VISIBLE ------------------------
WHEN PANEL IS INSTALLED. LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap:---------------------------------2"2"x 4"x 0.045" 6706 NORTH LAKE DR.
ENGINEERING PRACTICES. p SILVER OAKS
D.FASTENERS: H.MISCELLANEOUS: SELF MATING (SUB) ZEPHYRHILLS,FL.
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SUB: 2"x 4"x 0.044"x 0.100"
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURER MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH CONTRACTOR:
TREATED WOOD. 2 x 6 SUB:---------------------- 2' x 6"x 0.050"x 0.120"
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" BARRY-ALL AMERICA
FLAT WASHERS AND NUTS. ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME. 2 x 8 SUB: 2"x 8"x 0.072"x 0.224" g
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. X
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SUB:------------------- 2"x 10"x 0.092"x 0.374"
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE NOTES
R 4101.17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL P G. 1 0 F 3
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