HomeMy WebLinkAbout14-15581 ' CITY OF ZEPIHYRHILLS
5335-8THISTREET
(813)780�-oozo 15581
BUILDING PERMIT
���, ���`�" :'::PERMIT�INFORMATION � =� � LO:CATION�'INFO.RIIAATION�:����'-'�`"��:'`�.��`=�
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Permit Number: 15581 Address: 3839 QUAKER RIDGE ST LT 61
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): " Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 6,000.00 '�,`' j"�'����OWNER��INF�ORMATION"n��=�.����:=�rt�����
Date Issued: 8/22/2014 Name: NHC-FL115 LLC
Total Fees: 97.50 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 97.50 SCOTTSDALE AZ 85251-2493
Date Paid: 8/22/2014 Phone: (813)783-7518
Work Desc: CARPORT ON EXISTING SLAB 560 Q FT
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3��,`=:CONTRACTOR'S v° '- �APPLICATION FEES` ' ' `
SUN STATE ALUMN INC BUILDING FEE 97.50
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Ins ections9Re-uired��'�� - �� -.� � �_
FOOTER 2ND ROUGH PLUMB ISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED EWER MISC.
ROUGH ELECTRIC LINTEL ISC MISC.
1ST ROUGH PLUMB PRE-METER I SULATION WALL MISC.
DUCTS INSTALLED WATER ISC DRIVEWAY
PRE-SLAB SHEATHING ISC. MISC.
CONSTRUCTION POLE FRAME ISC. MISC.
REINSPECTION FEES: Reinspection fees will comply ith Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following re sons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections no made when inspections called d)work not ready for
inspection when called e) permit not posted on jo site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that
may be found in the public records of this county, and ther may be additional permits required from other governmental
entities such as water manageme t, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice f commencement may result in your paying twice for
improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
before recording your otice of commencement."
Complete Plans,Specifications Must Accompany Appl!ication.All work shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CON RACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CAR FROM WEATHER
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� PASCO PERMfT�ERVICE
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Nt�'�'�C�£DT{'�OMMENC�MEN�' D5: 0.00 IT: 0.00
0$li5114 E. Mun9uia, Opty Clerk
Permit No.
�• PRUTA 5 0`NEIL,Ph.D PRSGO Ct.ERK & COCtPTROI�ER
08/15/14 90?3 1 ofT��
Proparty Identification No. 3 S�—�6—e�/—OU�"' ���CJ"QJ�lJ OR BK PG
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TEIE UNDERStGNED hereby gives notice that improvements will be made to certain real p operty,and an accordance with Section
713 13 of the Florida Statutes,the following information is provided in this NOTICE OF C MMENCEMENT.
1 Description of property(tegat descripiion:) �)`" �I ' �C. � �
a)Street Address: �„1"�3y Q1L i' ! • `J �,ff,�j
2.General description of improvements:
�GiL.,OdT'�_,.,—
3 Owner Infprmation l' r/ ,,��/ ' . �
a)Name and address: QO/� �`�e 0 d�39 �CQ/ /C!!1"4 c/' � /�.333��'
b}Name and address of fee simple titleholder{if ather than owner)
c)Interest in property ' _
4 Cantractor Information � �* �/• 7
a}Name and addres�SYlt-�2 �e G I.r �r�..t � G ,r^��
b)Telephone No. Pax No.(Opt.) 3��
5 3urety Information
a}Name and address:
b}Amounf of Bond:
c)Telephone No. Fax No.(qpt.) .
b Lander
a}Name and address:
Phone No.
7 Identity of person within the State of Florida designated by owner upoa whom notices ar thar documents may be served:
a)t�tame and address:
b)Telephone No. FaxNo.(Opt.)
__ � 8 Fn addition_to.himself,,owner design:etes Yhe�'ollowing per.on to receive a copy of the T��e or's Notice as grovided in Section
- -- ---_ _ - ------- --- -� __ _ —
713 13(1){b},Flosida Statutes: — "`"'- ' � - — -
a)Name and address:
b)Telephone No. Fax No.(dpt.) � ,� �
4 Expsration data of Notice af Commancement{fhe exgiration date is one year from the dat of recording unless a different date is �� .e �„
Specified): �p o �
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WARIVING TQ OWNER: ANY PAYMENTS 1VYADE BY THE OWNE�AF"I'ER.TIi�EXPIRATIdN OF'CHE NOTICE OF °' , � ."��,� �
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COMMENC$1VIENT ARE CONSIDEX7.EA IMPItOPER.PAYMENTS UND�R CHttP EI2 713,PA12T I,SECTION 713.13, `� . �._�.� t,,, e►�
FLORIDA STAT[TTES ANb CAN RESTILT IN YO'UR PA'YI1VG TWICE FOIt IM2'R VEMEN`1'S T4 YOUR PROPERTY. C� ; '`t< ��7,�'�� , ,��o �
A NO'1'ICE OP`COIVINTENCEIVIENT MUST BE RECOT{DED AIVD POSTED ON TH JQB SITE BEFORE TtIE FIRST � �����'o v "` z ��
�� m ay C�'" {�'H ;
INS�'�CTION, Ir YOLI INTEIVD TO OBTAIN FINANCING,CONSUL�'XOUT2I,E DEIt OR AN ATTQI2NEY BEFORE ,•� ����$�/��1��•�:.�a�t;
CONIMENCING WOIiK OR RECORT?IlYG YQTJR iV0'TICE OI+CQMMEI�ICEMI'> "� + `�`���`
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STATGO�FLOR .*r"µ;,;�ti., �� p
CoUr+�oFPAS 4�<`' `��STACIELYNNHAR'TWIG �� • ��
f+� �" MYCOMMISSIQN#Ff064897 � � $$
�,�ti�:,f ' ature of wner ot Owne' th�rized 4fficertDirac#orlPartnertManager
�+i�wd;i EXPIRES October27,2017 On � �
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�qon ggg.p�S7 ploridnNOtaN�rviee.eom Print Name � � U �
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The fory�oing in rument was acknowledged before me this l� day of�" 20�,by �y�j Z U� 1" �
UOn 2 as .d (lype of authority,e.g.officer,trustee,attomey �� C7 p � „�,.Z N LY_
, in fact)for d'e f {name of party an behalf of whom'nstrument was executed}. , � U � Z � �
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Personaily Known_OR Produced Identification� Notary Signatur��7 ( o O � � d
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"Cype pf Identifiaation Produced +V'' Name(print) v b� �e �n • � F" � W �
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Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I de:clar that T have read the foregoing and that Q M �' —� d f.?
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the facts stated in it are true ta the best o£my knowledge and belief. t.s_ ts1 � � p _,j
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' Bui[ding D parEment
Date Rec�Eved . ' ��''��1� ��" __ ScJ�f� � -�/ _
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Dvitner's Name Q�h �� Ovirner Pllone Numb�r ����� ��"a�" �37� ' i
Owner's Adrlr�ss � �'3� �IL Cc.!'�Y' �� �T Own�r Phona Num�er�— �
ree Stmpio Tifiiehoicier htam� � Owner Phono h(unifi�r�� �
1="ee Simpto TiLiei�oicierActciress ' ' '
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' WOPK PROPOSCD ' hi�UV CONSTR ADD AL.T [� SIGN � MOVE � DGMOLISI-! ,
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pGSCRiPTION a�V1toRK - C G4-/� �f` Qtl ..,�• �.f� ����-C~�� �
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� ��»'����' '�' �'�()(,� m ' � VRLUAT ON OI=TOTAL GONSTI�UCTiON
0 ELC.CTRlCAL. tj; ' �.—.—_.__� AMP SE 1lICC � !'RQGRESS CNCI�GY • � 1N.R.E.C.
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� �AS Q l�OOFING � SI'-GIAC.TY ]� OT(-IGR , '���(,J�
F'11�IiSi-i�D�LOOIi�4CVATfONS I=L OD ZON�AREA �YGS �NO � ��
SlGIt+JATUI3G �� i d���" R aM�Ea � N rcc cur�Rrh� Y�C. .
Adclress �. I�.S� ' � � �.. J �-f . t,ic�nse� �— T �
GL,GCTIZtCtAN . GOMPANY
sI�NATUI�C r���isr�R�� 'Y! N r-cc cuRRtNr Y/N
Actdress � • 1.ic�nse� �� � �
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P1.UMl3CR . COMPANY
siGNA'i"URE r�ccisT��o Y/ N. �r-cc cur�aer�r Y/N
, Adcfr�ss Licenso# � �
M�GI-tANtCAL ' • ' COP!lPAI�lY
51GNATUI�� • a�ctsrcr�EU Y/ N rcc cur�aelvr Y(N � .
Address • • .4.icense�t� � I
qT!-!GR . ' . GOMPANY � �•
51�NA'fUR� rt�cisYCr�ep ' Y/ N 1=CC CURRL-NT Y i N
A�idress � , License# � �
RCSID�IVTtAL. AEtacii(2)Plot'Piatts;(2)s�ts of Ruifciinc�Pians;(�i}s k oi En�rgy�orms;R-O-W l�erm[L for n�w consiruction,
Mlnimum len(1�)woricing days aflcr submittal data. Requireci onsifio,Canstrt�cElon i'lans;Sfiormwater Plans w!Silt•Cence instaUad,
� Sanifaty(=acilitles&1 rlumps�er;Site Worlc nermlt fo subdivisians!large�roj�a[s .
GoMM�RClAL- At(acli(3)compt�tc sots of 13uiiciing Pians pius a i.ifie Safc�ty t�a��;(9}sek of Gnergy'f-orms.R-O-W I'Ermil iar n�w consfiruction.
Mfnimum [en(10)war!<ing d�ys afler submiEta!clai�. Required ansi[�,Construcfion Pians,Stormwat�r Alans wt S1ll 1=enco inskalled,
snnitary t=aci(ifiies&`I dumpsfier.Sfito Wor(c Permit�to al!new proJecls.Al!cammerciai requiraments mus[meot compUance
' SIGN P�RM!"f Aktacl�(2)sets of Cnc�inoer�d Plans,
�**�!'ROPC-f�TY SUt�.VEY roquired'For a!!NLW corts ruction. � •
' -I-l-1-I-l-l-i,-f-l-(-!-!-l-I-1-1-l-3-l-3-l-l-H-H-I-1-]-1-1-1-I-I-I-1-I-I-I-I-I-I-I-[-I-I-I-1-H-I-t-FI-I-I-I-1-I-I-t-t-i-i-I-I-i-t-i -i-i-I-I-i-S-I-I-I-I-I-t-1-I-l-i•I-t-i-f-3-I-I-I-I-I-l-1-1-i-i-l-l-I-1-1-J-1-[-ld-1-1-l-I-l-I-l-I-l-1-l-l-1-1-I-l-l-I-I-1-1-1-1-1-I-l-I-I-1-I-1-hhFl
❑irQCttons:
Fili outa�p(fcation camptetely. � •
Owner&Con[ractar sic�n t�acit of appiicafion,no[arized ' •
if over�2�OD,a Notic�oT Commencement is requlred. (A/C upc� cIes over:G5000)
** At��nl{for the co,ntrac[ar)or Powor of AtEorn�y(Tor t(�a ownor)wovld e som�one wfth notariied lefitor�from awner aukliorizing same -
•OVER Tt-1G GQllNTCR.PL-l�M1TTlNG (Cront of Appllcafiion Only� •
Reroofs ' S�wars SOtViC�.Up�rades A/C -S17GG'S{PI0I�SUNBYIFo�fc�9e� .
Driv�ways-iVol ovei'Counter if on pubfic toadways.:n�eds f�OW
! - - - -
NoTlGC OI=D��D RCSTPICTIONS: Th�.undersigned underst7ncls i:f�ai:�:(�is permit m�y b�subject�o "dceci"reslrictions"
w1�Ich may!�� more r��tricfiive il��n County regulations. TI�� undQrsign�d �ssumes respansii�ility�For com�iianc�wifih any �
appiic�tbfe cieed r�stricl:ions.
UNLtC�NS�i� C�t�TI�AGTORS AI�tD CaI�TI�AGTOI�. I��SS�n1�1S1BI1.ITICS: 1�( Ll�e owner izas l�ircd � contr�ctor or
contractors i:o under[�Ice woric, �Iiey m�y i�� r�quirecf to b� fic�ns�ci in �ccord�tnce wifii} st��e and lac�l rec�ula�ions. 1�!lhe
conir�efior is nofi lic�ns�c! �s r�quired Jay I�rw, f�a�[I� the owner �nd confiractor m�y�i�e citeci �Tor � misdem��nor violation
under si�te law. I�f�1�� own�r or int�nded contracL•or �re LincerL•ain �s fio wl�at lic�nsing rcquirem�nts may appiy�rar ihe
infiencieci woric,ti7�y are�dvis�d to�cant�cf tl�e f'�sca Coun�y Building Ins�ec�:ion Division—Lic�nsing S��tian at 727-S�I.T-
800J. rurfif7�rmore, i� i:l�e owner lias hir�ci � contractor or confiraciors, !�� is �c�vis�d Lo h�ve fihe contractor(s) sign
�orlians a�F'fihe "contr�ctar 13(ocic" o�F�Li�is appiic�tion �For which ti�ey wilf i�e r�sponsii�ie. .if you, �s th� own�r sign as fi7�
conir�ctor, tli�1 may bc �n incficaLion �l��i he is riot properiy iic�nseci anci is not'�r�fiiLleci to permit[ing privil�g�s in P�sco
COL111tJt. �
Tf�ANSi'�I�TAT[t�N 1MI'ACTIUTI�.ITI�S IMl'AGT A�lI� P�50UPGC I�.CCaV�1�.Y r��5: The unclersic�ned understal7cls
tl�al-Transportafiion imp�cfi F��s �nd Recourse t�ecovery Fees m�y�pply�:o il�e const�•ucl:ion'o�C n�uv bui(clings, cll�nge af
us� in �xisting buiidings, or �xp�nsion o�F�xisting i�uiidings, �s s�eciFi�d in P�sco Coun{y Ordinance numb�r 89-07 �nd
�0-07, as am�ncled. Th� undcrslc�n�ci also undors�t•ands, �[l��t sucl� •Tees, as m�y 1�e d«�, wili i�e icienfii�ied �t fhe�ime oF
perm#Ctfng. !fi is �fur(l��r und�rs�aacl �:hal Tr�nsporka��ion lmp�ck �'e�s ancl I��so��rc� l�c�;avery Fe�s must b� paid prior ta
rec�iving � "cerEi(ic�te o�F accu��ncy" ar�fin�l pow�i� i•e[�ase. I�F�ll�e praject cloes not involv� � certl�fic�fic a�f accup�ncy or
�(in�l pow�r rele�se, fhe �F��s must b� �aid prior fio �ermit isscT�nc�. 1=urlh�rrnor�, iF 1'�sco County 1N7fierl�ew�r lmp�cl•
•F��s�r� c[u�,1:h�y must bo pnici prior•[o�p�rmit issu�nce in accorci�tnce witi� appiic�i�i� f��sco Caunty ardinanc�s.
C01�57'RUCTION LICN L/�W(Chapl�r 7�1�, 1=larid�5t��tut�s, �s �m�nd�ci): i�Fv�lu�tion a�Frivoric is ;�2,500.00 or mor�, I
c�rtiFy �fi�t I, th� a��(icanfi, have i�e�n provided wi�Ll� �t co�y o•C �LI�e "�larid� Construc�:ion L.i�n Law—i-iomeawnor's
Profoc[ion Guicie" pr�p�r�ci f�y�(he Florid� be�ar[m�nt o�f Agrict�ll:ure ancl Gons�tmer ACf�irs. I�C i:l�e a�plicant ls someana
ot1��r fi1��n t1��"awner", 1 certify thaG I h�ve.oi���in�ci a copy a�F�:l�� above cf�scrib�c! docum�nt�nc! pramise fn good�f�i�l�io
deliver ii ta th�"owner"prior fio commenc�menfi.
CON'TRACTQR'S�OW�iCP'S A.I=1=1J�.�VIT: ! c�rti�Fy th��l�Ii•ti�� 1n��ormaiion in t1�is anplic�fiion is accur�tc anci thafi�11 worlc
wiiE f�� done in compliance wit1� a!! ap�lic�l�le l�ws rec�ul�ting canstrucfiian, zoning and land dev�lopmen�t. Applic�tion is
iiere�iy m�de fia obtain � p�rmifi to do worlc �ncf inst�ll�fio� ns indic�fi�d. 1 cerLily �L•h�t no warlt ar insf�!lation has
aommenceci �arior to issu�nce o�� � �ermfit �nd �tii�t �fi woric wiil i�e per�arm�cl io m��l sfanclarcis ofi �il l�ws regulating
consfirucfiion, County �nc( Cii:y cad�s, zoning r�guiations, �nd tand dev�topm�nfi r�gui�fiions in fii�e jt�riscficiian. I aiso
c�rkify�l�a� 1 undersfi�nd lh�i th� r�gulaLions o'f atl�er governme��t �genci�s m�y appiy�[o [i�e intended woric, �ne( fii��t it is
my r�sponsibifify to id�nti�Fy wl��t�clians ( m�zs�[i�ke fio i�e in campli�na�. Such ac�enci�s includ� (�ut�ro nofi Iimifi�d{o:
- D�p�rtmenfi o����nvironm�nfiai �Protection-Cy�sress B�yh��ds, VlfefiI�nd Ar��s �nd �nvironm�nta!!y Sen�itive
Lancis,W�t�rlWasfiew�[�rTr�atm�nt.
- Sot�filiv�r�st C=loric(a W�1:er M�nagem�n[ Dis�Lricfi-Wells, Cypress B�y1���tcis, W�tiand Ar��s, Altering
W�fiercot�rses.
- Army Cor�s o��Engin�ers-Se�walls, �ocIcs, N�vigal�Ie W�fierw�ys.
- D�par(menfi o�� 1-ieaith & i�.ei�ahifi[�tiv� Servic�siCnvir.onrr�enla{ 1-le�ltl� Unit-�!I(ells, W�stew�l�r Treafiment,
Septic Tanlcs.
- US Cnvaronmenfi�l Prot�cl:ian Agency-Asb�sios �i���Cem�nt.
- F�derai Avi�tion Aufliorcly-f��tnw�ys. �
1 unc(orsf�nci fih�fi fih�following r�strictions�pp1y�ta��[ho us�o�f�ffll:
- Uso o�r•�iii is nofi�1lowecl in 1=looci�one"V"unless �xpress(y�ermit-t�d.
- [�f lh� fii!! materin! is to I�e used in i=lood Zone "A", ifi is und�rsfiaoc( ti���l � cfr�inage pf�n acCdressing �s
"comp�rts�fiing vofume° wi!! 1�� submii�:�d ai:fiimc o�f p�rmifi[ing wt�ich i5 prep�red by a pro�ession�l engin��r
iicensecl by tf�e St�te o�f rforida. _
- i��fii�e �(iii m�fieri�i is fio I�e�tTSeci in Ffoacf Zon� "A" in connec�:ian Srvith n permiLfi�d I�u3lcling using stom wa!!
� canstruction, I c�rti•�y fihafi�Fi11 wi1( be used•oniy fio fii11 fhe �re�within th�sfi�m w�if.
- l�f..•fill mal�ria! is to !ae us�d in �ny �ren, I�c�rfii�Fy tha�t use o•r sucii �till wiil nofi adv�rs�iy a�FFocfi adj�cent
' prap�rti�s. f�f.�us� o�f�fill is��ot�ric( lo adv�rsely a�PCecfi adj�cenfi properties, fih� own�r m�y be cifieci�Cor vioi�iting
ih� conc(itions of fii�r� buiiciing permit issu�c!•unciez•�Ch� �til:�ch�c! p�rmif �tp��lic�l:ian, 'far (ol's less fil�an ono ('!)
�cre wi�ich �r� elev�t�d i�y'�11, �n �nginecr�d drafn�gc pla�7 is reqt�ir�d.
!�C 1 am ili�A�CNT rOP TI-IC OWN�I�, 1 promis� in good�F�it1�fio in�Form ti�e owner o�r�h� p�rmiti:ing conditions s�t�fortl� in
�his a�ffidavi� (�rior to commencIng consfiruciion. I unc(ersfi�nd ih�fi a s�p�r�fi� �ermifi m�y 1�� r�quired�For el�ctric�f wori<,
�iumi�in�, signs, w�lis, paa}s, air col-�c(iiioning, gas, or oth�r inst�Il�fii�ns nat�specific�lly incluci�d in fi1�o apptia�tion. A
�ermit issuecl s1i�i( I�e consfiru�cf to be � fic�ns�to proceed wi�I� tl��worlc�nd no1:as �uiharity fiqviolai�, cancel, �It�r, ar
set•�sicle any provisions o�F ti�e tecimicai coc(es, nor shaf( issu�nc� or� permi�pr•�v�ni ll�e L�uilciing Ofifici�l�from ther��fler
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City of Z �hyrhills
BUILDING PLAN R VIEW COMMENTS
Contractor/Homeowner: � U� S � � L �� U!�" ��U ,V 1 ���,
Date Received: o � �' � 7
Site: 3 $ 3 q � l�l�L R R 1 �J G� S T2��'T
Permit Type: l � � x 3 0' �a S�T} C�.�e;,�-�-
A roved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or lans.
f`?���� '
�'� AUG 9 9 2014
�.��`'
Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
TYPICAL BEAM TO COLtTMN CONNECTION CAPACITIES I HEREBY CERTIFY THAT I HAVE REVIEWED
BEAM SIZE POST SIZE FASTENERS 017-0-17-K-91--- THIS PLAN AND FOUND IT TO BE IN
S.M.B. DEPTI S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT COMPLIANCE WITH ASCE 7-10 AND SECTION
'H' WALL "T" 'N" SIZE CAPACITY 1003(EXISTING BLDG.)OF THE FLORIDA
4" .045" .06' (2) 3/8" BOLTS, NUTS, WASHERS 1.720 LBS
BUILDING CODE 2010
5 .050" .06" (2) 3/8' BOLTS, NUTS. WASHERS 2,550 LBS
6' .050" .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS
7' .055" .06" (3) 3/8' BOLTS, NUTS, WASHERS 3.500 LBS
7" .055" .09" (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS
7' .055 .125" (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS
8' .072 .06' (4) 3/8" BOLTS, NUTS. WASHERS 5,500 LB
EXISTING B' .072 .09" 4 3/8' BOLTS, NUTS, WASHERS 7,000
ROOF RECOMMENDED ALUM FLASHING ' .072 .125" 4 3/8' BOLTS. NUTS WASHERS 7.000 LBS
12 APPROX UNDER DRIP EDGE 9' .072 .06" 4 3/8" BOLTS, NUTS, WASHERS 7.000/LBS
- 9" 072 .09" 4 3 8" BOLTS, NUTS, WASHERS 8 90 LBS
#8 X 1/2" CORROSION RESISTANT .082 .125" 4 3 8" BOLTS NUTS WASHERS 950 LBS J
ALL PURPOSE SCREW 10" .092 .125" (4).3/8" BOLTS NUTS WASHERS 11.0 OLBS
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER J A
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ✓I
PROFESSIONAL ENGINEER SEAL
FASTEN PANEL TO HEADER CHANNEL
W/#10XJ" WASHER/SEAL HD SCREWS 8" ENGINEER OF RECORD
O.C. ® BOTTOM David W. Smith P.E.
FASTEN REC. CHANNEL TO FASCIA W/j
"X2" LAG SCREWS ® 24" O.C., 2
FLORIDA LICENSE NUMBER:53608
ROWS STAGGERED. STRIP SEALANT
BETWN. FASCIA & REC. CHANNEL
3'x4' COMPOSITE ROOF PANELS FL. 2291 OR QUN. Thomas L. Hanson P.E.
COMPOSITE PANEL FASTEN W/ #10 X 4-1/2" SMS FLORIDA LICENSE NUMBER:38654
CORROSION RESISTANT METAL SCREWS
ROOF CONNECTION TO FASCIA W/ 1-1/2" DIA FENDER WASHER
(5) PER PANEL ® ALL BEAMS
Mark Ronald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
FBC Plans &Engineering
'
CONNECTION W ((N 2"X_ SMB SIZEPER SITE Services, Inc.
THRU BOLTS, ASH RS & NUTS SPECIFIC DRAWING 6272 Abbott Station Drive Unit 101
PER TABLE ABOVE Zephyrhills,Il.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
ALUMINUM COLUMN LOCATED PER PLAN Website:www.fbcplans.com
C.O.A.-#29054
ROOF, POST & BEAM CONNECTION DETAIL
DRAWN BY: W.P.
FASTEN POST TO CONCRETE WITH REVISION: DATE:
INTERNAL BASE AND (1) 4" CORROSION
RESISTANT WEDGE ANCHOR OR LDT ALUMINUM POSTS R01
REDHEAD, PER FLANGE (EXTERNAL BASE)
WITH MIN. 4" EMBEDMENT & 1j" MIN. EDGE RO 2
DIST. 7
(2) 3/8" THRU BOLTS RO 3
(MAY SUBSTITUTE (2) 3/B"LOT:)k
RO4
11 GA. INTERNAL ALUM. BASE
PREDRILL VERT. FLANGES
C. SLAB
POST TO CONCRETE CONNECTION
ALUM. DETAILS
CARPORT
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SECTION
1003(EXISTING BLDG.)OF THE FLORIDA
BUILDING CODE 2010
i
PROFESSIONAL ENGINEER SEAL
3"X48"X.024" COMPOSITE PANEL ENGINEER OF RECORD
ROOF, FL2291 OR EQUIV. David W. Smith P.E.
14'-0" FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
2X6 SMB
° Mark Ronald Dunn,Jr. P.E.
8'-0" I o FLORIDA LICENSE NUMBER:73968
N
°
FBC Plans &Engineering
L40'-O" Services, Inc.
SIDE ELEVATION
6272 Abbott Station Drive Unit 101
SCALE: /a'- 1'-0• Zephyrhills,fl.33542
3X3X.093"
ALUM. POSTS, i Phone:(813)788-5314
TYP. o I Fax:1-(866)-824-7894
oWebsite:www.lbcplans.com
m; PARK MODEL C.O.A.-#29054
In
COI
N CARPORT
EX. CONC. DRAWN BY: W.P.
3"X48"X.024" COMPOSITE PANEL I REVISION: DATE:
ROOF, FL2291 OR EQUIV.
RO 1
2X6 SMB I RO 2
°
o ; R0 3
°O I R04
0
PROJECT ADDRESS:
O)
3"X3"X.093" 'CO CAREFREE BLUE JAY RV PARK
ALUM. POSTS, 11216 PARAKEET DR. LOT 103A
TYP. DADE CITY, FL
14'-0" EX. CONC. FLOOR PLAN- ot
DRIVEWAY CONTRACTOR:
SUN STATE ALUMINUM, INC.
FRONT ELEVATION
SCALE: 1/8'- 1'-0'
PLAN/ELEVS
General Notes HOT DIPPED GALVANIZED.
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY I HEREBY CERTIFY THAT I HAVE REVIEWED
A. CONCRETE &FOUNDATION DESIGN: THIS PLAN AND FOUND IT 7-10TO BE IN
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL CTURAL FRAMING(G=.42 MIN.). 5. IF AVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL COMPLIANCE WITH ASCE AND SECTION
2500 PSI MINIMUM, PROVIDED WITH CTOR. 1003(EXISTING BLDG.)OF THE FLORIDA
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70IPERENT OF THE THREAD LOT HOLES HAVING A MDIAMETER OF ENSURE BONDING AGENT IS USED FIRSTETER NOT HAVE EPDXY ADHESIVE TO CONCRETE .
IF USING GROUT, BUILDING CODE 2010
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 MIN.)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 CIRCUMSTANCES BY DRIVING WITH A HAMMER.IN LIEU OF WELDED WIRE MESH 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OTHERWISE.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTMA615,BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
GRADE 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE BE APPLIED IN CONDITIONS ACCEPTABLE TO VVY GRADE 40 MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS GRADE#5 OR BETTER ZINC PLATED. `/I
SHALL BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR CARPORT ON EXIST. CONCRETE
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 (�
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOLLOWING: FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). OTHERWISE NOTED ON PLANS.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 1. OMINAL DESIGN DESIGN WIND SPEED Vsd;(3 SECOND GUST): 140 MPH
RISK CATEGORY: IWIND SPEED Va 110 MPH PROFESSIONAL ENGINEER SEAL
AIR ENTRAINING+/-1%o-ASTM C 260. G-185.
3. WIND WATER REDUCING AGENT-ASTM C 494. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. WIND LOADS: B ENGINEER OF RECORD
CLEAN POTABLE WATER. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
OTHER ADMIXTURES SHALL NOT BE PERMITTED. UNLESS NOTED OTHER WISE. David Y. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. SOLID ROOF(MWFRS): 23 PSF
10. PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN E SCREEN WALLS: N/A FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS:
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119
RECOMMENDATIONS. ASTM E 1300 5. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR FIBERMESH OVER Thomas L. Hanson P.E.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 6' MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE FLORIDA LICENSE NUMBER:38654
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 PROPOSED STRUCTURE.
SPALLING OR OTHER DETERIORATION. ASTM C150 6. SCREEN ROOF TYPE: N A
ASTM C33 7. SOLID ROOF TYPE: 3"X12"ALUM,PANS FL 1779 OR EQUIV.
Mark Ronald Dunn,Jr. P.E.
B.MASONRY: ASTM C494
ASTM C260
I. CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM A615 FLORIDA LICENSE NUMBER:73968
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A185
TYPE M OR S MORTAR. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23)
2. ALL MORTAR SHALL BE OF TYPE M OR S. W/2013 SUPPLEMENTS.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 2005 ALUMINUM DESIGN MANUAL FBC Plans & Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". Services, Inc.
F.ABBREVIATIONS
4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING :
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6272 Abbott Station Drive Unit 101
HEIGHT. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Zephyrhills,fl:33542
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Phone:(813)788-5314
C.ALUMINUM: 22.. SIMYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 3. UON--UNLESS OTHERWISE NOTED Website:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 4. CONT--CONTINUOUS C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 5.VIF--VERIFY IN FIELD HOLLOW SECTIONS
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 2 x 2:---------------------------------------2"x 2"x 0.044"
0.024"SHALL APPLY. G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" DATE: 08/12/14
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x O.050"SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"X 0.070" DRAWN BY: W.P.
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CODES,LOCAL ORDINANCES,ETC.
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 4: 2"x 4"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5: --------------------------2"x 5"x 0.050" kO3
SION: DATE:
PREPARED BY THE ALUMINUM ASSOCIATION, DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
1NC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE CONDITIONS. OPEN BACK SECTIONS
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE2:-----------------------------1"x2"_
&CHAPTER 20 ALUMINUM). 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONTRACTOR 1 x 3:------'----------------------------------1"X 3"x 0.045"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC , 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 4
SEPARATION. ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS MANUFACTURER
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 5•ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER. LICENSED P.E.IN ACCORDANCE WITH STANDARD 2x3 3 Snap:---------------------------------2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" DON YEO
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
L
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND H 3839 QUAKER RIDGE, LOT 61
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS .MISCELLANEOUS: SELF MATING (SMB) ZEPHYRHILKE R
VISIBLE WHEN PANEL IS INSTALLED. 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
THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME. 2 X 8 SMB:------------------ --- 2"x 8"X 0.072"x 0.224" SUN STATE ALUMINUM, INC.
WITH ACQ PRESSURE TREATED WOOD. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0,374"
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4101.17 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 NOTES
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL