2233 Seminole Rd Unit 43 RES20-0115 Balcony Deck RepairOWNER:ADDRESS:CITY:STATE:ZIP:
LPC43 LLC 2045 SELVA MADERA CT ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
Pablo Creek Construction 1911 Penman Road Jacksonville Beach Fl 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169519 0184 OCEAN VILLAGE ONE
CONDO
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2233 SEMINOLE RD UNIT 43 RESIDENTIAL ALTERATION
RESIDENTIAL balcony deck repair $12000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $177.09
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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 districts, 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. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 6/11/2020
PERMIT NUMBER
RES20-0115
ISSUED: 6/11/2020
EXPIRES: 12/8/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 6/11/2020
PERMIT NUMBER
RES20-0115
ISSUED: 6/11/2020
EXPIRES: 12/8/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $177.09
RES20-0115 Address: 2233 SEMINOLE RD UNIT 43 APN: 169519 0184 $177.09
BUILDING $115.00
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN REVIEW $57.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE SURCHARGES $4.59
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R12101 $177.09
Printed: Thursday, June 11, 2020 2:51 PM
Date Paid: Thursday, June 11, 2020
Paid By: Pablo Creek Construction
Pay Method: CHECK 1005
1 of 1
Cashier: CT
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12101
Buiiciing t'ermlt Appiicatlon Updated 10/9/18
......... ........,~~ City of Atlantic Beach Building Department **ALlINFORMATION
~uu Seminoie Koao, Atiantic tleacn, t-L .iLL;J3 nlunLiun II:LI '1'1 unA'
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: AJ35 SDvlIf../oJ,.E AD :#= '13 I A 15 Permit N umber: _________ _
Legal Description iJ/;.cl< g E"1-Y'r15 RE# ---,--16_"'_5--<-10,-0..-"'_0_. _, _8"_4'---_
v alUatIOn OT worK \KeplaCemem I.OSl} $ ;~ ,900 Meatec/\..oolea ;:,,· _____ "'on-MeateC/\..OOleC _____ _
• Class of Work: DNew DAddition DAlteration ~pair DMove DDemo DPool DWindow/Door
• Use of existing/proposed structure(s): DCommercial 0'Residential
• If an existing structure, is a fire sprinkler system installed?: DYes l1l'No
• Will tree(s) be removed in association with proposed project? DYes (must submit separate Tree Removal Permit) BNo
I
Des"ibe in de •• ilthe type of work to be pe>iormed, DEcK ~ E H A 6 \ 0 ~I 13 PLea II y , P-. E P AI A 5 A-5 ____ .1
P~f... D~/"'&)... __ _
Florida Product Approval # ____________________ for multiple products use product approval form
Property Owner Information
Name .3 f€(/E poT-re1--. Address Q.2 3 5 ~EI'1JJ.JoLE D. \) 4t-'i 6
City A is ,. State fi-
E-Mail SA Dolref...., 1 <;tGMAIl. • CaM
Zip 3'~.2 5$ Phone qrJ74 -~ 7£-Q,2 SA
Owner or Agem (if Agent, Fower 01 Attorney or Agency i..etter Requi reo ) _____________________ _
Contractor Information
Name of Company PAgLo eM:!;/<'" Cof./grJ.,IOTJOA[ QualifyingAgent LEl../y.!/) 8 Ja.foiJIrJJ
Address lot 1/ f?£JtMM·1 B!l ' . City ,)PCJ60nvIHt. &,W(;,'-/ State EI-Zip 1).;l.£Q
OfficePhone qa't-?,a;?-q~ ... -,:7L1 Job Site Contact Number jal-j-.9>12Q -~4t7q
State Certification/Registration # i: Be I U '5,8"6Q E-Mail 1)l0~@po...blDC .. ee.~ O?nsvwoiJQN ,CbV'1
Architect Name & Phone # ___ 1:!1JLLo!Jt:u.....-_________ ...,.-----: __ -::-::-__ -=-_____________ _
Engineer's Name& Phone # A'-TA g../b/k'~e""It.J& qa'-i-S-oQ'-c;>Jp ,
Workers Compensation Insure.r OR Exempt ;{Expiration Date ________ _
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WtLL~, I-'UUL~, I-UKNAct~, tjUILtK~, Ht:A I t:K~, IANK~, and AIK LUNLJIIIUNt:K~, etc. NU liLt:: In aClClltlon to the reqUIrements at thiS
permit, there may be additional restrictions appiicable to this property that may be found in the public records of this county, and
there ~ay be additional permits required from other g~vernmentaJ _ entities such as water management djstrj~ state a~encies .... or
leuel di dgeJlde:,.
OWNER'S AFF IDAVIT: I certify that all the foregoing information is accurate and-that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
"..,,.. ........ la. "" ...... ft. " .... ,., ........ " .. .-,... ......... ..,. .... ..-.-. , ............... ,. ... ..,.... .,.,.... Irk ""'~""''''''''' ... "~'"~ ••• ,"'~ •• "'"
nl..,",VI..I .. " I '-'VI' r", I .. "" I V¥ 1"'1.. r'-'n IIYlr 1''-' v I..IYII..I" I '" 1'-' • '-'VI' r n'-'r 1..1" I. I ...... '-'v .. " • 1..1 .. ..,
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATIORNEV BEFORE
~~t:~f~~31-~QT' ~ Q~ rQ~~~~r~~~~~_T_· __ ~~~---.:::~~~9'___:__--___:------
(Signature of Owner or Agent)
Signed and sworn to (or affirmed) before me this ~~_ day of
~I ,~u~m~~.~b ~~~7=~------
}4-.2ersonally Known OR
.... ';i;.i';;;..... JU ~(iH WESTMO~ELA~O f~~\ Notary Public· State o! Florida \~~i Co mmissio n # GG 9542 71
·'~Q'f\.<f.i My Comm. Expi res Fet l. 202'
........... Bcnded through National _c:arl ~!". Personally Known OR
... ;;i.;.;;~...... JUSTIN HUGH WESTMORELAND (f~V:.\ Notary Public· Statl! 0' F!c1da ','!IW.Ji Comm issIon ~ GO 954271
"1'0'",<'.'/ My Camm. Expires Fel: 3. Ze·2a ......... >ona.a tilraui~ ~atcra; 'c!Jr, ~W.
l J Produced Identitication l j noouceo loemn:lcanon
Type of Identification: ______________ _ Type of Identification: ______________ _
Ocean vlllages"""\
Wood Balcony Replacement
for:
Ocean Villages
2233 Seminole Road
Atlantic Beach, FL 32233
Exisllrlg Bulding OossifIcallon: Re pair
Wind deSign enteria per ASCE 7-10
Ultimate wind ~pee d : 130 mph
Risk. Category II
Mean 1001 helQh l : -25'-0'"
Exposure cOlego .~·: 0
Enclosure ciosSjhc:olion: Enclosed
Inlemol pressure coel: :to.1 B
Roof slope f . 1 '..c.'
Wal Design Pre.\.Sure5:
Compaoenr ~ ond Cladding: {TablEt 3O-S-1)
Zone 1: -72 20 PSF
lone 2 -11424PSF
Zone 3' -155.64 PSF
Zone -4 : -49 68 py
Zone5.-9120PSf
ShAA l lnneK'
I.Ol _Cover5heel
201 -Noles
1 -SITE LOCATION w[ 3.0 1 _ flaming PIon
3.02 _ Elevation v~
4.0 1 · DetailS n .t .s.
5 4.02 -Deloit
Scope 0 1 WOO:
I . Remove ond teploce existing txJIconies 0' dewed.
alta
engineering company
certificate of authorizolion no. 29095
lNWW.alloengineeringco.com
11329 di~lri bullon ovenue wes t
jock.sonv~le, n<>rido 32256
:::::;:;':: . .c"":"'~-.... -=:""
<_01 .... ~~._1<J -""-.."""'......-.... _-
"-<'-
Wood Ba lcony Replacement
Ocean Villages
2233 Seminole Rood
AllonHc Beach, Fl 32233
\\\\"UIII"'I/ ,,""\r~ KIRK '11/// "_'\.~ ............. '+ 1// I ~ ': ••• ··~s E .......... ~
::J..../'v"" ~'o .•.. ,~~ ~ f::; 'o~ \~%
--~ ~O' >f. i5 E
Sheet Index:
1_01 · Cover Sheet I VJcinity MOp
2 .01 -Notes
3.01 -Fromlng Pion
3.02 -Bev otion View
4 .01 -OetoUs
4.02 • Deto~s
.. _"'"
1.01
I .
~~.
00 1000 GENERAL NOTES
Where unspecified. 01 components. rnlshes and oppur1enonc:es std be provided and installed in
kind 10 the original construction.
Contractor is responsible IOf the pt'otecnon of the pubic ond 01 construction ~ and musl
comply W'ith 01 oppkoble OSHA safety r8qlJl'emeflts thoughOut the duration 01 the work.
ConlraclOf Is responsible for ObloirWlg 01 necessary permits 10 comptele the scope of work.
The corutTvction documents represent the f'nIhed strvctura. They do not indicale the method of
construction. The contrOCIOf mal ptovlde 01 measures necessary to proteclthe strvctvre during
construction. Such me<)$(.lfes 1hoI1nc1ude. bul not be limited to bracing 01 !oI"IofVlg for IOodS IiIe 10
conslrvction equipment. elc.
The engineer 01 r8COfd mol nol be resporui:Ite 'or the contmckln means. methods. tectrlques.
sequences for procedure 01 construction. Of The salety precautions and the progorru incident
thereto lnor sholl observation visits to the si te InckJde Inspection 01 these Ilems).
Where reference Is mode 10 various feSt standa'ds lor motericZ. such standads shell be the totesl
edition OiOd/Of addenda. Any ongineering ~n. provided by others ond submilled for review.
sholl beat the ~ of a rogistGfed engineoer rllCOg'l;red by the bIAdng code;urtsdictioo of this
protect.
ConlrectOf $hoi be fespo~ fOl' verikotion of 01 c:imensionS with 0'0WII"IgS pnoI' 10 5101'101
constructIOn. Resolve ony discrepancy with the engneer priot 10 cot'l'll'TlOf'lCeme nt of the wor\:.
Establish ond verify 01 openngs and ansern 101' OI"Chitectvrol. civi. mechanical. plumbing and
etectricCi Items with the appropnolo !rode drawingS and SUbControclOtS priOI' fo consffUctiOn.
ContrOCIOf sholl ptovide producl submiftolslor 01 proprietary products to be used. which 01"8 nol
speclflcoly identified heroin. SubmiHols sholl ~ producl dolo sheets. inslalofion wlNetlons.
physical material samples and shop aowings (if det~ oppropriote by the engineer). &Jltor
the phvsicol samples. submittats shoI be submitted oslolows: (2l popercopies and fl) eleclr<ric
copy. Material substlfuhons thOt en not approved in writr1g Cly the engtneer shaI not be u5Etd .
The moteric:U end nslololion std be warrented ogoinst any and 01 weIer intrusion end/Of mokj lor
a period 01 ~yeas loIow1ng the doto of fnoI c~rIon 01 the wat.. AI malerials ShoI be COVOfed
by the monufocMer"s standard waronty. The contmclOl' is responsible lor coordinating with the
manu'acturer and procunng the wrirten waronlies fOf 011 products~.
AI won:: shall be completed In a croftsmon..a.e momer with the highest level 01 core token 10 ensure
a 1unc1lonOl. quality and oesthetc'*t deWobIe compteted profocl. AI wert Shel be compliant with
voontoy Indusll'y stC\l'lCk7d ~ in oIregadS.
AI repoi' delois and the extent 0' Ihe designated repel's cwe suqactlo field mock ups. AlIa reserveJ
Ihe IIoht 10 amend modify 01 change the ctowY'Ig delolS 01" the extent of repan to.wit lhe iite
condlrions. as they ore vncoventd. fo( mis reason. the owner shall engage Alia 10 review the InlrioI
demolition end mpementoTion 01 alrepoi' detoG. These aO'Nings 018 nvolid cnd void without such
a review end conrlfJT'lOtlOfl 01 the adequacv 01 the design by AlIa.
0601 10 WOOD REPAIR NOTES
Provide adeQuate Shoring to suppor1 struchxe to remain peiOl' 10 completing repoirs . Remove aU
axioIloods from memben to remain priof to connectlng new framing elements.
Sheathing shoI be removed where its surlace can be probed 10 a depth geetor than lIS' with
a I1at head screw drtvBf under hand pressure.
Framing shoI be replaced whete where ils surface can be probed 10 a depth greater than 3/F!'
wilh 0 fIof head screw driver under hand preuue Of where greater thon 2O'J. section lOss hos
OCCutTed.
Remove au deteriorated or mokIloden wood memberl in lui length segments. 00 nol splice
lOI'TT'Ierly contiguous membef'S without the approval of the Engineet'.
Remove aU deteriorated or mokIloden shealhing such thot both new and original pOl'Iions of
the Sheothing span a minimum of (3) framng members.
Remove and repkJce 01 deteriorated trim components in kind.
Spice doubie lop pkJtes a minimum otthe stud s.pocing. where replacement G requred.
06 06 10 WOOD CONNECTORS
,0\1 fastening not noted shol be per typical delal 01' code feqWements (FBC lable 230.4.9.1).
AI nob. scr~. plates. bollS. nuts. washers and straps sholl be starless steel.
AI fastenings 10 eJ(poHtd the Ihe exterior sholl be series 300 stainless sleet
P01illon fasteners 3/W' from the edge 01 pone~ds . Position ICHlenen a mirWnum of T from
COfnen of poneb.
WOOd stropping cod onchoroge connecton shel be as manutocllKed by Simpson Strong-flO
Company. inc. Or other monulochJl'eI wllh cUffent and eQuivaent I.C .B.O. Approval.
Shop' shOl be ~Uled with sImIor mateortol fasteners .
AI SWnpson or approved equivOlent wood anchorage and strapping devices sholl be .... slaled In
strict accOl'dance wtlh the manufacturer's specifications.
AI H.II Of approved lKIurvolenl anchors shol be insloled In slrICl occOfdonce with the
monufoc llJ(e(s specifcalions.
06 10 53 SAWN LUMBER
Frornng lumber sholl comply with the lotesl edition o f the grading rvles of Ihe Wesfem WOOd
Products Association (WWPA) or the West Coostlumber Inspection Bureau !WCUBJ. All SOWn
lumber shol be stomped with the grade mark of on apptoved lumber grading .agency ahd sholl .
hove minimum peopertles which meet or exceed Ihe following wood Iypes:
Wood headers. rollers. joists. beams. lop plates 1#2 SYP
Wei studs /#3 SYP at 112 SPF
Bridging. non-slructurol SYP or SPF
Ali wood in contact with mosorwy. concrete. eorth Of exposed 10 the elements shall be alkaline
capPel" QUatemary IACQ) preservative trealed. Preservative trealment shOll be in accordance
with requirements of the American Wood Preservell Association IAWPA).
Stud cuHing: side notches shOll nof exceed 25%, of Ihe stud width . [)riled hOles shall not el(ceed
40% of the stud width and shol be greater than 511J' from the stud edge. Both notches a nd holes
are not permitted to be cut in Ihe some membet'.
Beam culling: IoI9fol wood framing members shal not be notched or dried without prior
appro .... oi of the structurol engioeet'.
Studs ~I be doubled 01 all corners. angles and woU openings. Openings shOll hove 0 minimum
of one jock and one king stud.
Openings greater than 3'~ shol have (2) jock studs and (2) king studs.
Studs shol be tripled below girder lruss bea'lng.
Framed walls Shol have a double lop plale ond single sofe plOte.
The sole pfole anchOrs sho. be placed with a minimum 2-inch clearance to the slob edge.
Provide bfocking 01 o. exleriof wolt sheathing bull joints.
Provide continuous blocJcing between supports at aD hips. ridges. voBeys and changes In roof
slope. I
"
Provide blocking in the floor space between vertically orlQned studs. (
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h ,
alta
engineering company
cert ifICate of authorization na. 2909 S
www.alto e n gineerin gco.com
11 329 d istribution avenue west
jod:sanvtle. ftorida 32256 ----... _ ... -....-.-N"I_.~_ ............ __ c...-OII_.....-..-.-. __ ... ........ "-'-_ .. --..-
PrqoiIoclName:
Wood Balc ony Re placement
"'"
Ocean Villages
2233 Seminofe Rood
A tlantic Beach, Fl 32233
\\\\\\\\\ II r, III
""" ';:':i.E W ';""1 .:;',<,,'\ .......... " T \/~ II,
,::-1(., •.•.. c.€.N S~····:r1-'" '4:'/V ...... ~
((J / L' 62 416 \ .... ~ ; ,.0. ; ~ '" :. : ,.;-~ * nt:
;. .• 1'~Of /~
Shee t Index:
""D.~ R.il'EW76
1.01 -Cover She e t I Vic inity MOp
2.01 -Notes
3.01 -framing Pion
3.02 -Bev ation View
4.01 • Delal ,
4.02· Detaa.
-"."
0MC1ip1ion
10(15.1$ Fcr ....... om
2.01
L~28SS joist hOng; \
I
lli'O.C.
1"x12" PT rim joist \
1''x6'' PT deck board ~
1''xlO''PTjoist@ 16"O .C.~
~
New 1" x 6" knee braces ~
2"Xl1";T ledger \ I
@ 16"O.C" ~" 0 S.S. log bOl~nd bottom ~
stagger top '1
I L 16"0.C.
I
6" X 6" PT Column
Notch out column to
I (2) 1"xl1" PT rim board LU28SS joist hanger receive 1st ply of (2)
(3) {0 5.5. carriage 2"xI2" PT joist
bolls
1 -FRAMING PLAN
Scale : 3/4"=1'-0"
alta
engineering company
cer1ificole of authorization no. 29095
WWIN.o1foengineeringco.com
11329 dIS tribution avenue west
jocksonvijle. florida 32256
:!~"'::"'-... ~:::'"
-".-~~.~."" ..,...01"""'0" __ .... __ _ _ ........
Wood Balcony Replacement
ro·
Ocean Villages
2233 Seminole Rood
Atlantic Beach, FL 32233
,\'\" 1111111101/
"", -l< ~il I II, "}~~, .... "",, ........ ~/t " ~ ,;. 2~ /.~ to U. '}~
::Luf: ~ 0 £ \;
Ziw ~-l<I!:!c.
i<.>.; ~ C ~ 'Co \:,".> Z t/) '<.".
5hee11nde.£
h"O.~
A.1'E62'16
1.01 -Cover Sheet I Vicinity Map
2.01 -Notes
3.0\ -Framing Plan
3.02 -Sevation View
4.01 -Delai.
4.02 -Detoijs
.........
~ ~ ,..,,, fa.....,.,CWy
.... ,.
3.01
i =
e =
'2
.\
PT 2''>< 1 0" sloped inwa rd
PT7x 4"
l' x 6" PT deck boards ~
(31 j" 0 S.s . cc:rrioge bolts ~
i:I'-O"~
l' x 6" PT mee bmce wilh (3) ;_
#IOX3 ,s.s .screws@1V'
each end. typ o
Z' x l' PT Pidets @
4'0.C Z'x 17 PTrim joist J
/_.J.._ ....
1
I
I
I
I
I
I
I
I
I ,\+L'
(--+-
I
-.."
\
I
I
I i' x 6" 5.5 . expansion ....
bolt
!.l£.~.. I '· ... , '," -r--J
@
6" x 6" PT C Olum n~
1" x 8" PT trim bo ards ~
. . ' ... " ...:."..L ' "." ··n ·1
Existing concrete st ab / ABU66SS post bo<e7
1-FRONT ELEVATION
Scale: 3/8"=1'-0"
PT2"x4"
6" x 6" PT Coj umn ,
I" x 8" PT trim boords
PT 2"x 10" slo ped inward
i: I '..()"
.•... ~'. :---:;:;. ".'
Existing concrete slob
Ex istin g building fram ing
2" x IZ ' PT rim iais t
' .. '. -", 4 • "'.' .•...
1 -SIDE ELEVATION
Scale: 3/8"-1 '-fJ '
,l------------------------------____ ----------------------~
alta
engineering company
cert ificate o f authorization no . 29095
W'WW .olloengineeringco.com
11329 d is tribu tion a venue wesl
focksonville. flOfldo 32256
"--'""'_"'''''''~''--_ ... --......... _-..-... _...----.w. __ ....
-. ... ."....---~-
Project NQtne.
Wood Balcony Replac ement
""
Ocean Vmage s
2233 Seminole Ro ad
AHonlic Beach. fl32233
Sheet Index:
1.0\ -Cover Sheet I Vicini ty MOp
2.01 -Notes
3 .01 -Framing Plan
3.02. -Bevotion View
4.01 -Celais
4.02-Detoh
........
~
"'-"'"
3.01
(21 'Z' x I 'Z' PI ja~t
'Z' x 6" PT deck board
2"x la' PT joot
@ 16"0.C.
1 -EDGE SECTION
Scale: 1'-1 u·
Notch column 10 rece ive
lsi pfyof 'Z'x 12"joist
3 -COLUMN TO EDGE BEAM SECTION
Sc al e: 3"= 1'0"
j"11J x 6" S.S.lag boll @ 16" O.C.,
stagger lop and baltam.
•
•
2" x 12" PI ledger
2 -LEDGER SECUREMENT
Scale: 3/4"-1'0"
6" x 6" PT Column
/)' x 6" PT Cotumn
i' x /)' S.s. expansion boll with
standard washer and ptate
washer.
4 -COLUMN BASE SECTION
Scale: I"=I'()'
alta
engineering company
certificate of authorization no. 29095
www.olloengineeringco.com
11329 distribution avenue west
jacksonville. florida 32256
"'-<*_ .... _01<110--""0 ............. -_ .. -...-.-.. ... _-._01 ..... _____ . __ ~ """'.01 ...... ______ _
I'rcjDc'Hotne-:
Wood Ba lcony Replacement
Ocean Villages
2233 Seminole Road
Atlantic Beoch. FL 32233
Sheel lndex:
1.01 -Cover Sheet I Vicinity Map
2 .01 -Notes
3 .01 -Framing Plan
3 ,02 -8evotion View
4 .01 -Oelois
4.02 -Detois
dole dMcnp'lOI'I
1Q.nI.'~ F!;rfeo'e,rClrti'
4.01
# 14 x 3" 5.5. wood screws
PI'l'x6"
2" x la' PI joisl
6" x 6" PI Column
'TZ'lI.r
~ 2: x 2" PI Pickels @
4'0.C.
# I 4 x:1' 5.5. wood screws . 121 per picke t.
lop and bottom
1 -RAIL SECTION
Scole : 1"=1'0"
~
alta
engineering company
cerl irlCole of outhorization no. 29095
www.OIloengineeringco.com
11329 dtslTibulion a venue west
jocksonv~Je, Hondo 32256
=.=-..:.::..~ ... -=:;:" -... -....-.-.--~ -"'------
"'0;..;,_
Wood Balcony Replacement
...
Ocean Villages
2233 Seminole Rood
Atlantic Beach, Fl32233
Sheellndex:
1.01 • Cover Sheet I Vicinity Mop
2.01 -Notes
3.01 -Framing Pion
3.02 -8evotion View
4.01 -Oetah
4.02-Detoils
........
~
~.} fo're.'ewOltw
4.02 £
J