HomeMy WebLinkAbout14-15689 _ . -� �
�_ � _ ; CITY OF ZE HYRHILLS
5335-8TH STREET
�sis)�s -0020 15689
BUILDIN PERMIT
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����.��:�����:��PERINIIT;�IIVFORIUTATION��" T;LOCATI,ON�INFORMATION. ����;*� f � . _
Permit Number: 15689 Address: 37733 NEUKOM AVE LOT 90
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: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0900
Improv. Cost: 10,750.00 `" = = �;;__ '�O,WNER�NF�ORMA�TIO.Na� �`' °`����,.
Date Issued: 10/14/2014 � Name: VANWART MARTYN A& MARION
Total Fees: 135.00 Address: 37516 W DEMOLAY ST
Amount Paid: 135.00 813-788-2004
Date Paid: 10/14/2014 Phone:
Work Desc: CARPORT 15 X 25 & CONCRETE
" °� '�X'�CO.NTf2ACTOR S ' • a` � °APP.•LICATION'FEES� t `° `±"� �
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SUN�STATE ALUMN INC BUILDING FEE 135.00
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�- � <Ins ections�Re' uired � =�� ,�� * �._�
FOOTER y 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 PIIISC. MISC.
CONSTRUCTION POLE FRAME ISC. MISC.
REINSPECTION FEES: Reinspection fees will comply w�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 f) 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
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CAR FROM WEATHER
8�3-780-D020 �il'L'Y p1',���1`!yt'tlill5 i�C:ll��ttit-�jalai��a�,Wa� .
' Bvfiding Do ar�raan(
Data Rec�iv�ct �.->U ' f nlzot�o CantactfarPermiti:uzc� ��� ��, -- Sc3�fY
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Own�r's Name� ��`�f� f J��.l'ld/7 ���jG_/'�" I Ouirner I'hon�NumU�r � '
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Own�r's Actdress ��7,,3..3 ���Cl�?1 • -�i��e Ouuner Phono T�Iuml�er� �
r�e 5impla Titteholcl�r Naine Qwner Phono Nuniber�' �
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r�e Simp(c�7iL•leha]der Adclr�ss . I ' -
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_(OIITAINGD Cl�ON!PItOPC1�TYTAXNOTICGJ
WORl�PROPDSZI] ' t�IGW CCINSTI� Al�l�l�!.T- � SIG1�I [� MOVC � � DGMbLlS!-!" - ,
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I pr�onosen u`s�• � � . (� sr-r� • �(• cot� Q ari-ier� �
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� E1.�CTRICAL ;ji . . AIU!!'SC i ViCG � f'E20GRCSS ENCCiGY � � W.ti.E.C.
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I=tNIS1-tED FLOOR,�L�VATIONS � ��� CL OD ZONCARCA �YGS �NQ •
i3UILDCR � � ' �1, �` COMI�ANY <.SUfJ � 5� _L._/IG-
SIGNATUI3C �,�'���'`"' �'�bt�2��� � /� RCGtSTGRED Y/ N rGG GUftRCN7" Y/N '
Addrass �-�S / �t-�- �i • I ' . L3cense�/� �—' ~�
ELGCTIilCI,4A! . COMPANY
SIGNA.TURC RCGlST�RCp ' Y/ N (�GC CURRCNT Y i N
Address. � � � Lioons��tf � ��
Pi.UMt3CR . . � coNjPAIVY
S1�NA"CURG t�e�ts'rsREb Y/ N. �r-cc cur�a�Nr Y 1 N
. Acldress Licenso�1 � �
MGCI-IANICAL ' • ' CdMI'A�IY
SIGN�ITUR,� • REGtsT[c�En Y J N FGE CURRGNT Y i N .
Address • .License�t' ��T I
OTt-iGT� . ' , COIVtnAA[Y . . , .
51GNA'I'Ul�C RcctsTS�p ' Y/ !� r-ac cuR�cNr Y i N
Address , License� � �
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RCSID�NTIAL AIFac1�(2j Plot Plans;(2)s�ts of Buifdinc�C'fans;('1)s t af�nerc�y C=orms;R-O-W P�rmitfor n�w construction,
Mfnimum ten(90)wori<in�cfays aftcr subinitla!daLe. Requir�d onstt�,CansCruction Pfans;Siormwater P{ans wl Silk I=ancQ InstailerI,
' � San(t�ry Faeillti�s&1 clumpster;Site Woric PermJt fa suUdivisions(Iar�e nro��eis .
COMMCi�G1AC Attacli(3)com�Iefie sQts af 13uiidin�PIans ntus a LIf- SaFety f'ac�e;(�1)sel oi�Gnergy'Forms.I�-O-W PermIfiior new consiruction.
Minimum ten(9 D}worlcin�days after submitla{da(�. Rec7uirad ansltc,Gansfructlon PIans,S[ormwafi�r Pians w!S11t 1-�nce ins(a!{ed,
Sani[�ary f=aci(ities&1 dumpster.Sito Worlt I'erml[�for ai!new�rojec[s.A(t commorcial roquir�ments rrzusL mee(•compiinnco
' SlGitit I',G12MfT Attacl�(2)sets o�Ettc�ine�red Plans.
k''�`�!'F?OPEI�TY SURVGY raquir�tl�ror ai[NC-W cans{ruction. � • ,
' �1-hl-l-1-l-1,-l-l-{-I-l-l-l-l-1-l-1-1-l-1-Id-I-l-I-l-I-I-I-I-I-I-1-I-I-I-i-I-I-I-I-I-t-I-I-I-I-I-i-I-I-i-I-I-i-I-I-t-I-f-[-i-2-f-I-I-f-�i-t-Sd-1-f-1-1-1-1-1-1-1-l-1-l-I-1-I-1-1-I-1-l-I-1�1-l-hI-I 1-1-I-l-I-I-I-I-I-1-I-I-t-I-FI-i-I-I-I-i-I-1-i-t-I-f-Fl-l-t-I-3-1-1-l-i-1-1-1-1-3-1-l-1-1
U3rectians: , ,
F!i!out a(�pllcaflon compl�tety. � .
Ownor&Gon(raotor sic�n Gac1c ai ap�licatian,not�arizocE ' �
[�over�2500,a Nofice of Gomme3�c�mei�t is ra�luireci. (A,/C ul�c� acies ov�r:y5Q�0)
k'" Aclenl{fior fhe co,nUactor)or Powor of Attornay(Cor tl�a owner)would Ue someone wtth nofarized Iefit�r�Fram owner autf�orfzing same -
•aV�R TI•iG CotiNTG�.C�GC�MtTTlNG (f-'ranl o�f A(�pllcation Only� •
i�erovfs ' Sowors Sotvice.Upc�racIes AIC Cene�s(P1aftSUrtrey/C'ootage) ,
Driveways-Not over Gounter(fi on nub(ic roadways;:needs I�OW
i
t�OTiCC CtF D��D RCSTPIGTIOhIS: Th�•unclersigneci unders�t�ncis�lha[�:his p�rmit may i�e subject ta"c{��ci"r�strietians"
wi�iaii m�y i��mar�r�s�rictive fil��n Gotmiy regt�l�fiiQns. TI�e Lmd�rSigned �ssumes r�sponsibility•Por compliance witi7 �t�y
applic�bie d�ed restrictions.
UNLICCNS�D CONTI�ACTORS A.ND GOT�ITRACTOP I�.CSI'ONSII3ILITICS: l�f �Gh� ow�t�r h�ts hir�cl � cflntractor or
contracfiors�a und�rfi�it�warlc, ti�cy may (�e r�quir�ci fia be iicensed in ��cord�nc�witli sfi�fi� �nd iacal r�gt,ifations. I�F fil��
coniracfor ss nafi lic�ns�cl �s r�quir�d ]�y l�w, ba�Ch �Che owncr ai7�1 confir�ctor m�y�Ue ci[ed �Car � miscieme�nor vialatian
unci�r st�fie i�w. 1�F�h� owner or int�nci�d canirac�or �re Lmccr�nin �s •(o whai licensing requ3r�m�nis i�n�y �pply fior fih�
intencled worlc, fihey are acivis�cl to�confi�ct fii�� P�sco Caunfy Btrilc�ing InspeclTOn Divisinn—Licensing S�ction at 727-8A•7-
800�J. 1=urtlz�rmar�, i�f the owner (�ras I�ireci � contracfior pr confir�cfiors, h� is �dvise,d i:a t��vc tl�e confir�ctor(s) sign
pprtions o�f'tl�e "conir�ctor Dlocic" ofi i:l�is �pplicaL•ian �For vvhich lh�y wili U� res�onsibi�, .I�r yott, as �[I�� owner sign �s �iie '
cantractor, fif�at m�y 1�� �n inciica�Cion i:h�1: h� is riat �roperly ]icensed and is not enti[I�c( �to permifitinc� priviiegos in Pasco
Caunty. '
TI;ANSI�C�RT�IT[ON IMPACTILiTiL.iTI�S IIVIPACT AI�D RC�SCIUI�C� R�GOVCR'�'1=�CS: Tl�e und�rsignQd undersiands
filzal Tr�nsporfi7fiion imp�cf C'�es �nd R�course Rocov�ry Fo�s m�y�pp1y i:o the construct3on'o�F new l�uilcfings, cllange oF
use in oxistinc� Uui(dings, or ex�anslon o�F exisfiin� i�uiidings, �s sp�ci�(ied ii� l��sco County �rdin�iic� number 89-07 �nd
90-07, �s nmendcd. The undcrsign�cl �lso uncicrs�l�nds, fil»� suct�r •��es, as m�y 1�e duc, wiii i�e�id�nti�i�d �t tiio i:ime o�F .
p�rmitting. It is•Fur(h�r unclerstooci �llz��l Tr�nspari•�1:ion lrnpac�l I=�es and R�sourc� R�cov�ry Fe�s must i�� p�id pric�;io . ,-
receiving � "cer[ii�ic�fi� o��occup�ncy" or�in�( powor rcfe�s�. 1•F.�LI�e project daes nofi involve � c�rCi�(iczt� of occu�ancy or
�Fin�l �ower rel��se�, tl�e��eos ir�ust b� p�icl prior fio �aermit issu�rrc�. t=Ur(1��r�r�or�, if i'�tsco Goun�y Wat�rlS�wer [m(��ct
�f�es ar�clue,�:h�y mGisfi be paic(prior�[o �aermii issu�nc�in accorci�nc�wit1�n�piic�f�ie i��sco Couri{y ordinances.
CONSTt�UGTION L.tCN L.1�W{Chzi��L�i•7�l�, rIaricl�5�:��:Lttes, as �m�ndecI): I�Fvatu�tion o•Fworlc is ;�2,500.00 or more, 1
certify fih�t (, the applic�nf, f��v� l���n provid�d wilh � copy o�C lhe "FIorid� Construciion 1_ien �aw—F(om�owner's
Prot�c[ion Guicle" prep�r�ci by�ti�e Ffarid� De�arfm�n�l a�f Agricultui•c �ncl Cazsum�r Aff'�irs. !�f tl�� applicant is som�one
ofiher than il�e "owner", 1 certify i:i��fi I h�vc.olafi�ined � co�y o•�•fii7� ahove des�rlbeci dacum�nl:�nc1 promise in c�aod�f�itll to
d�iiu�r il ia fihe'bv+rner"�rior�lo commenc�m�n[.
CONTI�AGTOP'S10V1lN�P°S�11=I=IIJAVIT: 1 certl�Cy�Ch��C�ll •L•I�e in�formaCion In this applic�tion is �ccur�fie �nd ihat aii woric
wi11 l�e don� in compiPanc� wi�l� �fl �}��lic�l�le l�ws r�gulaL•ing cons�truction, zoning anci Jancl developmen[. Ap�(ic�fiion is
her�vy m�de fio oUfiain � ��rmit ta c�o wari< �nd inst�ll�fiian �s indic��t�d. I c�rLifiy �Lh�L na v,rorlt or insi:a!(ation hns
commenc�cf �rior fio issu�nc� o��� p�rmit �nct �li��t �il wori< wili be perr�rm�d to m��L sfi�ndards o�f al! l�ws regufaling
consfiruclion, County �nd City cod�s, zoning r�gui�fiions, �nci i�nd deveiapmenfi reguiations in fih� Jtlriscliciion. ! �lso
certiFy il�afi 1 �incl�rstancl �th�i�[h� r�gul�fiions o•C o�Lher governmeni: agencies m�y �npiy io �tii� infi�nded warlc, �ncl ti��fi ii:is
my r�sponsibifity fio identl�fy wl��fi�cllons ! musfi��ke to b�in com�ali�nc�. Such�gencies include bufi�ro nofi iimited�o:
- Dcp�rtmenfi o�(•Cnvironmenfi�f �Praf�ci:ion-Cypr�ss f3�yh�ads, W�fil�nd Are�s �nc! Cnvironmenially Sensitive
L�nds,lN�fier/Wasfi�w�ter Tr�atm�n[.
- 8oulhtinresl: 1=loric[� W�ter M�nagem�n�[ Dis�tricfi-Welis, Cy�r�ss B�yi���tc{s, UU�tl�tnci Ar��s, Ait�ring
W�fi�rcattrses.
- Army Corps aF Cngin�ers-S�aw�lls, Docics, Navic�abl�W�t�rwZys.
- D�p�rtinent o�� i-ieaitiz & R�1�ai�ilitativ� S�rvicesiCnviranmenl�! f-I��lfih Unit-Wells, Wasi:�w�ter Tr�atment,
Se�tic T�nlcs.
- lls �nvironment�tl Proi�ction Agency-AsU�stos a(�a�L�ment.
- C=eder�l Avi�flon Autharf�Cy-Rt�nways. '
1 undorstanci fih�t t1�e foiiawing r�sfirictions��pfy•to"lh� us�o�f•Fi11:
- Use o�r��i(1 is not�IIowed in Fiood Zone"V"uniess �xpr�ssiy p�rmit-tod.
- if lh� �fi1! ir�7feri�l is fia I�e used in Fiaod zon� "�t.", it is understood th�i: a cirain�g� pf�n addr�ssing �
• "comp�nsating volume" wi1] b� submit�:od �t timc a��p�rmit[ing whict� is pr�n�r�d Uy � pro�F�ssion�ti enc�in�er
licensecl by{he St�tte o`C f=loricl�. • .
- 1(fii�e �riii m�fieri�l is �:o i��•tts�d in C=faod Zone "A" in connec�ion liviCl� � permi���d I�L�ilding using stem wa[I
� consfiruction, ( c�rti�ry�th�fi•�11 witi b�used�only fo�riii�ti�e�r��wiLi�in ti��st�m w�l1.
- lfi..'fil! materia! is �Lo !�e us�ci in �ny �re�, i•cerfii�Fy �thaL «s� o•r such �ii11 wiil no�; advers�iy �FFect adjac�nt
' praperli�s. 1F.•t�se o�f�fill is�fa�trid fin adv�rsely ��fi`ect�r�j�cenfi prop�i�ti�s, �t1�� owr��r m�y Ue citecl��or viol7ting
�tii� condifions o�F i:he i�uiidinc� p�rmit issuod�under•tI7e �t�:achecl p�rmit applic�tion, •for Iats l�ss filian ono ('I)
acre which�re eiev�fi�d i�y�(i11, �n �nginecred cirain�g� pfa�7 is rec�«ir�cf.
tf 1 �m il��AGCNT I=oR TI-1� OWN�I�., 1 �aromis� in gooci�r�ifih to in�Torm�tf��awncr o�f�:h� permiii�ing canditsans s�l�Corth in
fihis aFfid�viC �rior ifl commencing consirucfion. 1 �mders�[�nd th��[ � sep�r�[� p�rmit m�y i�e ree�uir�ci�(ar �i�ctrsc�l woric,
pittmiainc�, sic�ns, welfs, pools, �ir condil:ianing, g�s, ar oth�r insfiaii�{ians not�sp�ci�Fically inciucied in ti�e applic�ttion. A
permit issuQd si��ii bc consfiruec(i:o b� � lic�ns�ta proc�ed wiili the worlt�thd no�t as �ut[�ority fio.viol�t�, canc�i, �ifior, or
set�sic(� nny provisions o�r fii�e�t�cl�nicaf cocies, nor shal{ issu�nce o�f� p�rmi�l�arev�nl C11e i3uilding Ofifici�l�from tl�erea�tler
roq��irinc� �correclion o�F�rrors in pl�ins, construci:ion or vioi�fiions o���ny cac{�s. Cvery permiL•iss«ecl shal( b�comQ 1nvZlld
unless fihe warlc�t�tl�oriz�d by sucl� ��rmit is commenc�ci witi�in six moi7�ihs oi'permit issu�nc�, or i��worfc�utl�orizecl 1�y
fi�e permit is susp�ndec! or�b�ndonccl°Cor� p�rioc( o�f six(G) months ���fier tha{im��[I»wortc is cammeneeci. An ext�nsion
may be r�quest�d, in ttvrifiirtg, �from t!» I3uiiding"O�C[icial •!"or � p�riod not�L•a exc�ed nineLy (90) d�iys �nd wili d�monstr7[e
jusli�ai�ie c��is�•�or�[i�G�x��nsion. 1�Fworit c��s�s�For nineiy. (�0) consecutive d�y�,tl��ja1� is consicler�d abandoned.
VItARNJN� T� OWN�P: YOUI�..r1�.ILUP� TO P�CC7PD ,� 1�I�TIGC �I= GC3iVfIVi�t�CCM�NT Ill(�t'',°� I�CSllLT l�i•Y011P
t'AYfNC TWfG�Ct�l�Cl�lil'I�.QVCNI�NT�TCl YOUI�PI�OP�PTY', I1=YOtJ Ii�IT�Nb TO �BT.�I.IN rIt�ARICiN�, CONSUL.T
W[Ti-i YOUR�L.ENi�Gn OR AN ATTOI�N�Y.B�1=oR� R�cORI7J�I�YOCTR NOT1G� C7I= COMM�NcCM�NT.
r-�.or��oA�ur�,aT tr-:s.��7.as} - - . ��� .
OWNZIT ORA��NT�vc����`x'� ' '�-!G°� CONTP,AGTOI'� ���^'
5ubscrif�ed�nci sworn f (�, a H ed ore e this Subscribed and sworn#o,(or ai�rme�)beCa a �fh�s�
�--cL3—��1 Uy �y��c� '�" �j����tvr3 j�—�L3—�y by �f�tacie ,cic�k.�
Wiio isiara pers�anailv i<.noWR ko me orl7�s(l�ave producecJ Who is/ar�n�rsan�ih�imo�arn fo me or has/have prociueeci
as idenE�fic�tiian. �s irlont3ficaCYOn.
No[ary Public � Notary I�ubfic•
Gomm3ssio o. Commission iVo.
A 1 Y PL`BLIC-STATE QF F'I,QRIDA
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Suzanne Bahr 'j� � r
t�lame of Nolary lypad,pr(nted�w` g QIn[n��sioc� � 504 � N�ma of NatarY fy(�eci�(�rinYed or stam�ed =Conlr�;?;sic�#�EE04�504
�.,,,,,,,.• Expires. ,�OV 22,2014 '-�. .,�''Exoir�s l'OV,22,2014
BO\�DED1?IRL':1TI.�.\T;CI30\"DL*tGCO.,INC. $Oh'DEDTFiRt'.9�L;� E ;p\"D�VGCO,INC.
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' .. SUfV STATE AL I NBINUiIiI, INC.
6154 Fort�Cing Rd.
' ZEPHYRHILL , FL 33542
� (813) 78 -7308
SUBMITfEDTO HONE �, DATE _,,_?�1� ;
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STREET ,-� OB NAME�' -�� �
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CfTY,STATE and ZIP CODE 2 _. � OB L�ATION
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ARCHITECT � � '��`" DATE OF PLANS JOB PHONE
We hereby.submd specifications and estimates for: _ - �
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� �E CCDlltr�tt heceby to fur.nish material and labor— omplete in accordance_with above�pecifications, for the sum of:
` t�� --� � � -"-�,��'" dollars($ § .'�1 k..-�,; `.�-, -.� )
Payment to be made as follows: "
---...,._.. .. _ . .�__
-•-- =,
' All unpaid balances subject to 1.5%monthly interest fee. _ ,__ =--•� �`�� -� ._ ._._ � `
All material is guaraMeed to be as specified.All work to be completed in a workmenlike - - _ `�- --_ .,.- „ _ .•- ° -'°-,. _. _- _.._ : .y
manner according to standard practices.My akeration or deviation trom above specifirations '�Authorized: F _ __y � . ._�
-Signature==.......•-°�;"~"r-- - - -
involving extra costs will be executed only upon writlen orders,and will become an exT�a_o.-••- .. .. .�.r.-_r�...,�....._.._,_
charge over and above the estimate. AII agreements corrtingent upomstrikes, a,cciil'e'r- -- - ^ `"`"`—`"����=��
�'�"' �` �'� Note:This ro osat ma be
or delays beyond our control.Owner to carry fire,tomado and other necessary insu�a P P � ,
wkhdrawn b us if not acce ted within + da s.
Our workers are fuily covered by Workmen's Campensation Insurance. � y P y
i �CCE�1tAITCE Df �D�tr�Ct—The above prices,specificatio s
and conditions are satisfactory and-are hereby accepted. `(ou are authoriz d Signature
to do the work as specfied. Payment will be made as outlined above.
Date of�Acceptance: Signature
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City of Ze hyrhills
BUILDING PLAN RE IEW COMMENTS
Contractor/Homeowner: <�'l�`�
Date Received: —
Site: 3 7� 3 /��G(,1��✓1 �
Permit Type: �c� ZS�
Approved w/no comments:� Approved w/the below omments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or lans.
;
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Kalvin wi er lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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� Pt"�"�CO PEFtARlT SERVIGE � �.1 � Z�`��
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(813)7E�8-5314 1111111111111fIllllllll11111111l11111111111!!lllllllllllllll
FAX 1-86�-82/4-7$/9/d �/ �
�t,bl-?aZ. �IO�TT �`�`��" ��' 2054160390
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�2fUUl�/�� /���� DSp�010�34862 IT C0.00.00
10/10/!4 5. Peters, Qpty Cierk
NO'�gC�4DF�011�N��i�tCJEM�N
Perrnit I�TO. '
Property Identification Na_ �T"'�-"��d�d"�QG�� —�/��
THG UNAERSIGNED hereby gives notice that improvements will be made to certain rea property,and in accordance with Section
713 13 of the Florida Statutes,the foiawing information is provided in this NOTTCE OF CQMME1tiC�1VIENT.
�.Qf" �!� ��� f Q E-' � �
1 Description of property(leg¢t descl,i�tion f �
a}Street Address: �7�c7J �°i..0 /12 �W � � � .��
2.General description of improvemants: � (.}�� � � � �
C fc.2 ff!` � z C.� u� J O �
3 Owner Information �f j � 'd Q Q� Q N CY_ �
a)T1ame and address: �(t. ����-� c3.� � /�� GL° rW� ,7� �" �� h- W � W
b}Name and address of fea simple ti eholder(if other than awner} �ari// O L��� J �e �
c)Interest in property — `J�'d T E.- �y �
4 Contractor Information " }}-- � tt � C.)
a)Name and address. � 2c kt�t��$ '?3 S�1 Z ���� LL
b)Telephone No.• Fax N .(Qpt = r 7"
5 Surety Information �Q Q
a�Name and address: �� �U �
b}Amount of Bond: Q� � --� `� U
e)Telephone No. Fax No.(Opt} �fl�i.. �,�t.i � Z O J
6 Lander �k� �= a- Q y- �
a}Name and address: �uj � � = p Z
Phone No. �- C3 C3 �y. � Q
7 Identity of perspn within the State of Florida designated by owner upon whom notices o other documents may be served. �� O C� Q �
a}Name and address: ,�� ,,�� � Q
b)Telephone No. Fax Ido.(Op } � � w � � ?
8.In addition to himselP,owner designatas the following person to receive a copy ofthe L enor's Notice as provided in Section �_ � � p- + Q �
?I3 13{iJ(b),FIarida Statutes: �,� r O � � �
a)Name and address:
b)Telephqne No. Fax No.(Opt)
4 Expiratzon date of Notice of Commencement{the expiratSon date is one yeaz from fhe d te of recocding vnless a dif£erent datc is � �
Specified):
�'��I �M.p �
� ' � "
WAI2NING'TO OWNER: AN7'PAYMENTS MADE BY THE OWNETt AFTER T E EXPIRATION OF THE 1VOTTCE OF � �
COiVIMEi�CE3KEN'I'ARE CONSXDERED TMPROPER PAYMENTS UNDER CTi TEFt 713,PAR'i'I,SECTTON 713.13, � +��� O
FLdRIDA STATTJTES AND CAN RESULT IN YdiJR PAYING TWICE�'OR IMP�2.OVEMEi\TS Td Y4[JR PROPEF2TY. � . � � � � �s.
A NOTICE pk'COMM�NCEMENT MUST BE RECOIiD�A AND POSTED Ol^i T E JOB STTE BEFORE TXiE FIRS7' ��• r � �, d
1T7SkECTIOh. TF YQt3 INTEND TO OB'TAIN�INANCING,C4NSiTLT YOUR L h'DEit Olt AN A'1'TOI2NL+'Y l3EFORE � , +`� �
COMM�NCING WORK Oli TtECORDING'YOUR NdTICE Ol�CQMMENCEME 'T. A `?'
� �,� ° " ° ��°
STATE OF FL4RI r � �
�'°°";�� STACIE LY►+iN HAFiTW�G
COUNTY OF PASC �' . �
���` }� MY GOMMISStON#EF064897 Signature of wn or er s uthorize c iradortPartnarlivfanager �� •
� `:'��'° EXPIRES October 21,zo7� �G�,,,� � � � �`,� �, � �e
;�Q;;��/
(ao�)s9a-0�5� FioridaNOtarySecvtce.com pr�n[Nama
The foregoing instrument was acknowledP�e.d,hefore me this�day of ���/- 2b�y ,by�Gy^4�a}�,,�['�
� � as �w+�� (ty e of authority,e.g,officer,tru ee,attomey
in facta for �fe� (name of party on behalf of wha ii�stcument was executed}.
Fersanaily Known�OR Fraduced Zdentification/! Natary Signat ,
Type of ldantification Produce�� Name{print} tiC..�t /�. ��f1 ,�.�'�`'_-ti/�`�Ll�
�✓ �
Verification pursuant to Szction 925�5,Florida Statutes.Under penalties of perjury,T deel e thak I have read tha foregping and t t
tfie facts stated in it are true to the best ef a�y knowledge and belie£ i��
S' e tu a er i ng Abov
FORMSINOC,rv:dY007 �
pRUtA 5 0'NEIL,Pb 4 PRSCO CIERK& COMP7ROLLER
100R K ���� 1PG�f63�
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-
I
TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES I HEREBY CERTIFYTHAT I HAVE REVIEWED
FASTENERS ®1 KSI THIS PLAN AND FOUND IT TO BE IN
ALUM. FLASHING SEAL W/CAULK BEAM SIZE POST SIZE DW FOUNTH D
I TO BEI SECTION
S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT COMPLIANCEBLDG.)OF THE AND D"H' WALL ?" "N" SIZE CAPACITY (EXISTING
4" 045" .06" (2) 3 8' BOLTS, NUTS, WASHERS 1 720 LBS BUILDING CODE 2010
___ RIDGE BEAM, SEE BEAM TO 5" 050" .06" 2 3/8" BOLTS, NUTS, WASHERS 2550 LBS
- - - - FRAMING DETAIL
3'X48" COMPOSITE ROOF PANELS, FL 2291 OR 6" .DSD" os" 3 3/8" BOLTS, NUTS. WASHERS 2,550 LBS
/# 4l" 7" .055" .O6" (3) 3 8" BOLTS, NUTS, WASHERS 3500 LBS
RIDA
EQUIV. FASTEN TO BEAM W 10X CORR- RESIST.
ROOM ADDITION SMS W/14"O FENDER WASHERS, (5) PER PANEL 7" .055" .00" 3 3/8" BOLTS, NUTS, WASHERS 3,600 LBS
ROOF 7' .055 .125" 3 3/8" BOLTS, NUTS, WASHERS 4,500 LBS
8" .072 .06' (4) 3/6" BOLTS, NUTS, WASHERS 5,500 LBS
.09" 3 8' BOLTS, NUTS, WASHERS 7 000 LBS
-----------T 8' .072 .125" (4) 3/8" BOLTS NUTS WASHERS 7 000 LBS
-------- ,� 9" .072 06" 4 3/8" BOLTS, NUTS, WASHERS 7 000 LBS
8" .072" (4)
kx 9' .D72 .09" 4 3/B" BOLTS, NUTS, WASHERS 8 900 LBS 1 /¢
062 .125" (4) 3/8" BOLTS NUTS WASHERS 500 LBS
I I 2X SMB 0" I .D92 .125" 4 3/8' BOLTS NUTS WASHERS 1 11 OOOLBS
I COMPOSITE PANEL FASTENED SIZE PER SITE NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
I I TO HEADER CHANNEL W/ SPECIFIC DRAWING SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED �.
I I #10X3/4" WASHER/SEAL HD CONNECTION W (N
SCREWS 8" O.C. AT BOTTOM 3/8" THRU BOLTS ASHERS & NUTS
CORROSION RESISTANT TYPICAL
FASTEN REC. CHANNEL TO FASCIA W/
"X2j" LAG SCREWS ® 24" O.C., 2 ALUMINUM COLUMN LOCATED PER PLAN PROFESSIONAL ENGINEER SEAL
ROWS STAGGERED. STRIP SEALANT
BETWN. FASCIA & REC. CHANNEL ENGINEER OF RECORD
ROOF, POST & BEAM CONNECTION DETAIL David W. Smith P.E.
COMPOSITE PANEL
ROOF CONNECTION TO FASCIA •FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
ALUM RIDGE CAP W/ 3"X48" COMPOSITE ROOF, FL
1Ox 5/8" SMS 2291 OR EQUIV. FASTEN
CORROSION RESISTANT W/#10X44" SMS W/14 0 FENDER
WASHER5 PER PANEL 0 ALL
BEAMS
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
2"xH SMB
FASTEN POST TO CONCRETE WITH Phone:(813)788-5314
INTERNAL BASE AND (1) �" CORROSION
RIDGE BEAM Fax:1-(866)-824-7894
RESISTANT WEDGE ANCHOR WITH MIN. 4" ALUMINUM POSTS Website:www.fbcplans.com
EMBEDMENT & 1 " MIN. EDGE DIST. 3/8" THROUGH BOLTS C.O.A.-#29054
WASHERS&NUTS (N)
(MAY SUBSTRUTE (2) 3/8' LDT FOR (1) 1/2" W
V(2) 3/8" THRU BOLTS ALUM. POST
11 GA. INTERNAL ALUM. BASE DRAWN BY: W.P.
JPREDRILL VERT. FLANGES
REVISION: DATE:
RO 1
4 COMPOSITE ROOF GABLE DETAIL R02
RO 3
CONTINUOUS RD 4
4" 2500 PSI CONCRETE SLAB WITH (2) 2X2'X.125" ANGLES ® END
6"X6" #10 WWM OR 3000 PSI
OF BEAM
FIBERMESH, OVER CLEAN COMPACTED,
TERMITE TREATED SOIL. - - ](ATTACH
ATTACH ANGLE TO SMB W/#1OX
H RIDGE BEAMj" SMS, 1 SCREW PER INCH OF
BEAM HEIGHT
POST TO FOOTER AND CONCRETE - - -
SLAB CONNECTION ANGLE FLANGE TO WALL
W/#J'X2" LAG SCREWS, 1 SCREW
PER INCH OF BEAM HEIGHT
TYPICAL a ALTERNATE CONNECTION: (1) 1 "X1
S.M.B.S.M.B. TO WALL I3 "X.125 INTERNAL 'U' CHANNEL
FRAMING CONNECTFON I
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
14'-0"
3"X48"X.032" COMPOSITE PANEL
ROOF, FL2291 OR EQUIV.
2X9 SMB RIDGE
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
2X8 SMB FLORIDA LICENSE NUMBER:53608
3X3"X.O93" 00 Thomas L. Hanson P.E.
ALUM. POSTS, .1
TYP. FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
Q u E FLORIDA LICENSE NUMBER:73968
13'-O 14'-O"
FRONT ELEVATION
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,11.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29O54
DRAWN BY: W.P.
-- - --------- I I REVISION: DATE:
I 1 I I
RO 1
I
2X8 SMB RO 2
In j b
I j N NEW CONC. 1''I I cn I
DRIVEWAY W I rn≥ 00 1 RO .
PROJECT ADDRESS:
I MARTYN VANWART
I 37733 NEUKOMB
h-� �_ -_ _---------------------a GRAND HORIZONS
ZEPHYRHILLS, FL.
34'-O" 13'-O"
15'-0" I
8"WXS"D
MONOLITHIC NEW CARPORT & CONTRACTOR:
FOOTING CONCRETE SUN STATE ALUMINUM, INC.
FLOOR PLAN
SCALE 1/8 -.1-0'
PLAN/ELEVS
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED.
THIS PLAN AND FOUND IT TO BE]N
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND SECTION
A. CONCRETE &FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR 1003(EXISTING.BLDG.)OF THE FLORIDA
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDING CODE 2010
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 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. OTHERWISE.
IN 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 BE APPLIED IN CONDITIONS ACCEPTABLE TO ' r
GRADE 40 MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GABLED CARPORT
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS GRADE#5 OR BETTER ZINC PLATED.
SHALL BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR � 1
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 DESIGN DATA:
FOLLOWING: FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
PROFESSIONAL ENGINEER SEAL
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2. RISK CATEGORY: I
3/4". 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B
AIR ENTRAINING+F-I%-ASTMC260. G-185. 4. WIND LOADS: ENGINEER OF RECORD
WATER REDUCING AGENT-ASTM C 494. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL
CLEAN POTABLE WATER. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 23 PSF FLORIDA LICENSE NUMBER:53608
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN E.REFERENCE STANDARDS: 5. 4"CONCRETE SLAB,2500 PSI CONCRETE W 6"X6"-#1OWWM OR 3000 PSI FIBERMESH OVER
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM E 119 6"MIL POLYFILM W/ TAPED,LAPPED 6"& OVER CLEAN COMPACTED SOIL Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 1300
RECOMMENDATIONS. ASCE 7-10 6. SOLID ROOF TYPE:3"X48"COMPOSITE PANELS,FL 2291 OR EQUIV. FLORIDA LICENSE NUMBER:38654
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, AA ASM35,AND SPEC.FOR ALUMINUM PAR A, B
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C94
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, REVIEW Dr TI
ASTM C Mark Ronald Dunn J
r. P.E.
SPALLING OR OTHER DETERIORATION. ASTM 33 �-Y C ' EPHYF IAPL.�•
FLORIDA LICENSE NUMBER:73968
ASTM C260
01 `
B.MASONRY: ASTM C494 PLANS EXAr,IINER
I. CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM A615 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) FBC Plans& Engineering
2. ALL MORTAR SHALL BE OF TYPE M OR S. W/2013 SUPPLEMENTS. g g
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 2005 ALUMINUM DESIGN MANUAL Services, Inc.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". F.ABBREVIATIONS: 6272 Abbott Station Drive Unit 101
4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING Zephyrhills,0.33542
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
HEIGHT. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894
C.ALUMINUM: 1. --TYPICALTYP
2. SIM--SIMILAR C.O.A.-#29054
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 3. UON--UNLESS OTHERWISE NOTED
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 4. CONT--CONTINUOUS HOLLOW SECTIONS
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 5. VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 09/29//14
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF G.RESPONSIBILITY: 3 x 2: 3"x 2"x 0.050"
0.024"SHALL APPLY.
DESIGN CONFORMS TO"PART 1-A-L .
3. STRUCTURAL ALUMINUM 1. DRAWN SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DWN BY: W.P.
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
IN FACTOR DESIGN"OF THE ALUM
PREPARED BY THE ALUMINUM ASSOCIATION, DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE CONDITIONS. OPEN BACK SECTIONS RD
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN 3. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 1 x 2:-----------------------------------------1"x 2"x 0.040" R0 3
&CHAPTER 20 ALUMINUM). ON INFORMATION PROVIDED BY THE CONTRACTOR AND 1 x 3:----------------------------------------1"x 3"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR MANUFACTURER RO 4
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 4. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA SNAP SECTIONS
SEPARATION. LICENSED P.E.IN ACCORDANCE WITH STANDARD PROJECT ADDRESS:
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES. 2x2 2 Snap:----------------------------------2"x 2"x 0.045"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF
2 x 3 Snap:---------------------------------2"x 3"x 0.050" MARTYN VANWART
USING#12 SPACING MAY BE 24"ON CENTER H.MISCELLANEOUS: 2 x 4 Snap:---------------------------------2"x 4"x 0.045 37733 NEUKOMB
6. VINYL AND'ACRYLIC PANELS SHALL BE REMOVABLE.THEYGRAND 7 HORIZONS
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A ZEPHYRHILLS, FL.
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME SELF MATING (SMB)
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
VISIBLE WHEN PANEL IS INSTALLED. TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
D.FASTENERS: CONTRACTOR:
ON THE MANUFACTURED HOME. 2 x 6 SMB:------------------ -- 2"x 6"x 0.050"x 0.120"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 7 SMB:--------- ------------ 2"x 7"x 0.057"x 0.120" SUN STATE ALUMINUM, INC.
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 8 SMB:-- ------ ------ -- 2"x 8"x 0.072"x 0.224"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
WITH ACQ PRESSURE TREATED WOOD. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 R 4101.17 IN ITS ENTIRETY. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL,
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE