HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: ?1 - L7 .
REVISION FEE: 1-1 S �0
PERMIT # 2106-0394
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
AECEiVE6
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITEmtitmgntY
ADDRESS:
911 Emerald Ave Fort Pierce, FL 34945
DETAILED DESCRIPTION
OF PROJECT
REVISIONS:
Removed stucco finish from gable ends and replaced with Hardi Board and Batten
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1511503
BUSINESS NAME: Guettler Brothers Construction, LLC
QUALIFIERS NAME: Benjamin Guettler
ADDRESS: 4401 Whiteway Dairy Rd
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME): 772-461-8345
OWNER/BUILDER INFORMATION:
NAME: Matthew Guettler
911 Emerald Ave
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME: 772-216-2579
ARCHITECT/ENGINEER INFORMATION:
NAME: Velcon Engineering & Surveying
ADDRESS: 1449 Commerce Centre Dr
CITY: Port St. Lucie
PHONE (DAYTIME): 772-879-0477
SLCCC: 9123109
Revised 06130117
LLC
ST. LUCIE CO CERT. #: 24469
ZIP: 34947
FAX: 772-461-8039
ZIP: 34945
tAA:
STATE: FL ZIP: 34986
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02 02/08/2022 HARDIE PANEL WITH
01 HARDIE BATTENS AT
S.40 2'-0" ON CENTER (TYP.)
\ \
2x8 CEDAR FACIA OVER EXISTING (CMU) FIRE PIT
2x6 SUB -FACIA (TYP.) PER (FBC-R) CHAPTER 10
SECTION R1001.1 -
0
- -- -- ----------- -- -- —
ce) --
02 02/08/2022
HARDIE PANEL WITH 01
HARDIE BATTENS AT S.40 Top Of
2'-0" ON CENTER (TYP.) Existing Flue
-- -- -- -- -- ---� 1— el.+21'-7"
Roof Ridge
-- -- -- -- -- -- -- -- -- � el. +19'-10tt
-------------- -- --- -----
Roof Ridge
- - - el. +18'-7"
2x8 CEDAR FACIA OVER
2x6 SUB -FACIA (TYP.)
\ \ \
-----------------------------_\-------- ---- ------
I I I
II I I
EXISTING (1) STORY
(CMU) HOUSE I I
I I I I
I I I
I I I I I
— ---
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77
8x8 (PT) WOOD EXISTING CONCRETE EXISTING (CMU)
COLUMN WITH (1x) PORCH SLAB FIRE PIT
(PT) WRAP (TYP.)
01 NORTH ELEVATION 01
Existing House EXISTING (1) STORY
Roof Ride
(CMU) HOUSE
el. +19'-10"
EXISTING
(CMU) FIRE PIT
Top Of Existing
PER (FBC-R)
CHAPTER 10
Fire Pit
02 02/08/2022
SECTION
R1001.1
--
el. +19'-2"
o
-----I
Top OfExisting
- ----
- -- --
-- --
Fire Pit
el. +1T-6"--------I---
_
Top Of Existing
I
HARDIE PANEL WITH
I
6
Fire Pit
HARDIE BATTENS AT
I g-.4
el. +16'-6"
2'-0" ON CENTER (TYP.)
;
Truss Bearing
— L
Truss Bearing
I
I
—_,:z__z__:Z_
I
�s=s —
el.+8'-0"
_ --- t--T--- r--
--
—
Head Height
I I I I
I
el.+6'-8"
—r-- I--� --�-
-- -
Finished Floor It, I
Patio Floor
el. (-) 0'-4"
02 WEST ELEVATION 01
8x8 (PT) WOOD — EXISTING CONCRETE
COLUMN WITH (1x) PORCH SLAB
(PT) WRAP (TYP.)
Truss Bead
el. +12'-0"
' Truss Bearing
4 el. +8'-0"
-----------
$ Head Height
el. +6-8"
WMr
8x8 (PT) WOOD
COLUMN WITH (1x)
(PT) WRAP (TYP.)
Finished Floor
Patio Floor
el. (-) 0'4"
T-0" 1'-01I
1'-0" 5'-0"
SCALE: 1/41f= 1'-0"
Top Of
--------------------- —
Existing Flue
el. +21'-7"
Proposed
_ _ _ , Roof Ridge
--------------- HARDIE PANEL WITH I 4 el. +18'-7"
01 I
HARDIE BATTENS AT S.40
2'-0" ON CENTER (TYP.)
Ceiling Vault
I 12-------� � e1.+14'-5tt
I
4 I
I
2x8 CEDAR FACIA OVER
2x6 SUB -FACIA (TYP.)
EXISTING (CM
FIRE PIT
- - - - I --
� I
02 02/08/2022
8x8 (PT) WOOD
COLUMN WITH (1x)
(PT) WRAP (TYP.)
3'-01I 1'-0"
1'-0" 5-0"
SCALE: 1/4"= 1'-0"
THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE WIND);
(FBC) EXISTING BUILDING 7th EDITION; AND
(FBC) RESIDENTIAL 7th EDITION FOR THIS
PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO;
Surface Roughness: C
Site Exposure Category: C
Wind Zone (4)
THE 2020 BUILDING CODE FINAL FIGURE "A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS)
USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING
DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED
TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY.
IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT
THE ENGINEER OF RECORD.
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE
AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S.
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE
STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA
BUILDING CODE.
All Sub -contractors are Responsible fgr verifying all changes
to these plans prior to starting their phase of construction
( 4IA CE
OIJ T'
�o 0 -Ijqy
RECEIVED
MAP, 0 4 2022
L`
ENGINEERING & SURVEYING, LLC
590 NW PEACOCK BLVD, SUITE #8
PORT ST. LUCIE, FL 34985
PHONE: (772) 879-0477
FBPE C.O.A. # 32222
REVISIONS:
BY:
DATE:
COMMENT:
07/27/
St. Lucie County
ELK
2021
Building Department
o1 Comments Permit
No. 2106-0394
ELK
02/06/
Client Field
2022
Modifications
oG Permit
No. 2106-0394
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A \ STATE OF 2u
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�S F R I
DARREN GUETTLER,PE
FLORIDA LICENSE No. 74637
02/10/22
St. Lucie County PROJECT No,: 19-2010
Permitting DRAWN BY: ELK
DG
CHECKED BY.
DATE: 2/10/2022
CAD LMPORCHWORK07HPREVOl
SHEET TITLE:
BUILDING
KNOW WHAT'S BELOW ELEVATIONS
ALWAYS CALL 811
BEFORE YOU DIG
It's fan. It's free. It's the law.
SHEET NUMBER:
www. ca l lSunshine.conn
A.20
a
n
a
2x8 CEDAR FACIA OVER
2x6 SUB -FACIA (TYP.) EXISTING (CMU) FIRE PIT
PER (FBC-R) CHAPTER 10
O
Top Of
\A
Existing Flue
SECTION R1001.1
el. +21'-7"
- - — - -
Roof Ridge
-
Roof Ridge
co
---------- - -
el. +18'-7"
EXISTING (CMU)
FIRE PIT
Top Of Existing \
Fire Pit
el. +13'-5"
Truss Bearing A.
el. +12'-0"
I■Ih��l�lrl■III■I�Irl�l■III■
Truss Bearing
el. +8'-0"
Head Height el. +6'-8"
------------------ ----------------------------------
Finished Floor
el. +0'-0"
Patio Floor
el. (-) 0'-4"
8x8 (PT) WOOD —
COLUMN WITH (1x)
(PT) WRAP (TYP.)
01 SOUTH ELEVATION
_4_
EXISTING CONCRETE
PORCH SLAB
EXISTING (1) STORY
(CMU) HOUSE
2x8 CEDAR FACIA OVER
2x6 SUB -FACIA (TYP.)
12
6
i
j�
---- ---------
I I
- ----------------------
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(CMU) HOUSE
I
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�rQ■ror�-..,.r�------------ ��.-r�=_�arlQ��.�rr.�r:-�Isl�-.�rrl.arl��ac
8x8 (PT) WOOD
COLUMN WITH (1x)
(PT) WRAP (TYP.)
THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND);
(FBC) EXISTING BUILDING 7th EDITION; AND
(FBC) RESIDENTIAL 7th EDITION FOR THIS
PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO;
Surface Roughness: C
Site Exposure Category: C
Wind Zone (4)
THE 2020 BUILDING CODE FINAL FIGURE "A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS)
USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING
DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED
TO BY ALL APPLICABLE SUBS, USE FIGURED DIMENSIONS ONLY.
IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT
THE ENGINEER OF RECORD.
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE
AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S.
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT
WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE
STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA
BUILDING CODE.
T-0" 1'-0"
1'-0" 5'-011
SCALE: 1/4"= 1'-0"
GENERAL WIND PRESSURE DESIGN CRITERIA
THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE
THE 2020 BUILDING CODE FINAL FIGURE "A"
USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING
A) BASIC WIND SPEED: 160 MPH
B) IMPORTANCE FACTOR: 1.0
BUILDING CATEGORY: II
C) SITE EXPOSURE CATEGORY C
02 02/08/2022
D) INTERNAL PRESSURE COEFFICIENT: (+) 0.18 (ENCLOSED)
(+) 0.55 (PARTIALLY ENCLOSED)
Roof Ridge
el. +19 -10
- - — —
------ — — — —
E) DESIGN WIND PRESSURE
I Roof Ride COMPONENTS AND CLADDING: HIGHEST MEAN HEIGHT 16'-0"
----
-------------------------------�
-------- ----- 12
-- 4 e1.+18'-7" (+)40.7,(-)64.7PSF(ROOF)
1
(-) 105.5 PSF (ROOF OVERHANG)
HARDIE PANEL WITH 6 12
I
S.40 HARDIE BATTENS AT Q 4
Top Of Existing
I
2'-0" ON CENTER (TYP.)
I
� Ceiling Vault
Fire Pit
----�---
I
- -- — - - -- - ---------------I----1---
(INTERIOR WALL)
Y el. +14'-5"
el. +13'-5"
----� ---
I
Truss Bearing------�----�--
------------- - - - - - - - - - - - -
I
FOOTING SCHEDULE El
el. +12'-0"
I
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1 1 I
A.40 (PT) WRAP (TYP.)
Truss Bearing
------ -- - — - ---------=----------� =—
Head Height I I I I 1 (4) 2x12 (PT) WOOD 1
MARK
DIMENSIONS
FOOTING
REINFORCING
DETAILSlINFORMATION
THICKNESS
WIDTH
I LENGTH
F1
16.1
161,
FCONT.
(2)#5 BARS CONT. BOTTOM
Eto aiD oso �4D EXISTTING ING CONCRETE
F2
161,
3' 0"
3'-0"
(3) #5 BARS EACH WAY BOTTOM
o1 of NEW CONCRETE
A.10 s.10 FOOTING
------------
el. +6'-8" I I BEAM WITH (1x)------- ---- ------
B4
1 I I (PT) WRAP (TYP.) 1 (4) 2x8 (PT) WOOD
G 03 BEAM WITH (1x) F1
G S.30 EXISTING FOOTING
I I 03 O I (PT) WRAP (TYP.)
(TYP.)
I I I A.40 I
LU
Finished Floor ---_ ------ ------ -- -------------- -- _—-------------— -- — I g -- - U
I I IIo
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el. +0'-0" ——^m=1
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Patio Floor z / \ --
Y
--- \
el. (-)0-4 --------------- 1-- 1-----------------------
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j
#sBARS coNT � 3" CLEAR EXISTING CONCRETE �� EXISTING CONCRETE
3"MIN COVERAGE (TYP)EXISTING CONCRETE
wlorH PORCH SLAB E S 30 PORCH SLAB
FOOTING (TYP.)
F1 8x8 (PT) WOOD (TYP.)
FOOTING SCHEDULE COLUMN WITH (1x) O 02
02 (PT) WRAP (TYP.) S.30
02 BUILDING SECTION
A.30
8x8 (PT) WOOD
COLUMN WITH (1x)
(PT) WRAP (TYP.)
L (1) #5 DOWEL AT EACH 02 H
#5 BAR COLUMN FOOTING (TYP.) A.4O O
(3) #5 BARS EACHWAY
F2 FOOTING DETAIL=
ENGINEERING & SURVEYING, LLC
590 NW PEACOCK BLVD, SUITE #8
PORT ST. LUCIE, FL 34986
PHONE: (772) 879-0477
FBPE C.0 A. # 32222
REVISIONS:
BY:
DATE:
COMMENT:
ELK
07/27/
St. Lucie County
2021
Building Department
o 1 Comments Permit
No. 2106-0394
ELK
02/08/
Client Field
2022
Modifications
02 Permit
No. 2106-0394
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A \ STATE OF f m
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DARREN GUETTLER, PE
FLORIDA LICENSE No. 74637
02/10/22
SCALE;NTS
PROJECT No.: 19-2010
d�
z, [ a`) , DRAWN BY: ELK
CHECKED BY: DG
3'-0" 1'-oa' 'kfi DATE: 2/1012022
CAD LIGPORCHWORK07HPREVOl
SHEET TITLE:
1'-0" 5'-0"
ELEVATION/
SCALE: 1/4"= 1'-0" KNOWWHAT°SBELOW BUILDING SECTION
All Sub -contractors are Responsible for verifying all Changes
to these plans prior to starting their phase of construction
ALWAYS CALL 811
BEFORE YOU DIG
' Rs resL It free. Irs me I.,,
SHEET NUMBER:
www.callsunshine.com
A.30
HardiePanel° Vertical Siding Product Description
available in a vane of sizes and textures.
HartlieP na1 'cortical sidin is factor - rimed fiber-cetTleni vertical sidin a a 0 YP 9 H
+ m eiFS r and •i rtls PaYlel ve.YtaC81
Examples of these are shown below. Textures inrludf. s a , sWrgo, C6da ml A r d S erta 8. Ha e
slang Is 5/19 Inthick and is available In 48. 49 and 4x16 sizes. Please see your local James Hardie dealer for
texture and size avaflabllty.
Har ePa nal vertical siding is available as a proffirialred Jartas HardP product with Gol>r us Tena o3Y.
f James Hardie siding and trim olorPlus caatin is a factor applied, oven baked finish available on a vernal o e The C fl Y PP Y 9
products. See your local offial for a to ab!Iny of products, color and accessories.
$wem
01 NOTES
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mas lnK gays�2otro lsnpass as
WOW STEEL
FARE a
T+dt'lr61a4W1ncrpti1?ra
lyyIgeI
lIa14r rs
lVYF! tdCa.8ti
NAaBLAME
Namoms
frown fYM"hu Yml bab rA
NINOrIet vIrIa%1Iy•.*t}b WA dGi€^?gtaIfl1J9clarf,IXndSiaAs
y
atY
v.fr0WYro¢aVt mrte an0neCpI p Au.aU•wneirelxro
LroA a1bAtlFuvAG.CG IyuC s.urer
lrl
ffl
A'ahnotarternal Pronablea oil
M
ilisatfl.N«aPaRapJ WSopmnAapJBJmr'p
h4dlli8
S(81 Sal
Fs,t Nl Mxpe5lu&.11 swf aearat s"dim (two bl are
final•PA+C.\asnewra
9ffwDeal rear=Lai is lalmara nwAloP.mremawud lie lUAtlneN wqb
NaatWa.
lNlving dean WirSa or Fiy,abptl
eessid.11br Is
RbY@2
amid anlY h: era esl'an IIvtlM'onrd 4nnlly s nM nvaitNU.
uod l.b. hintend ft. at,
6 BATTENS INSTALLATION
SCALE: nts
Nora: Jame, Hardie has a capillary break requirement when installing Nadi iePanel on a Multi-Pamily/
Commemial project. Please visit: w imbfi m ashard€epros,com for further information.
first studio the lowest P tint of the
shea?hiny or, Sill plate, antl beech.
Insla4vlion an that Will.
1, Measure II from The aid late
P V
010Il RA of Tlx: 1
lacrxa e at. ithe,
J
and of the wall and anal: a
all !girt, Feeel chalk line loth set
Ili marks ay a feterenbe irter
That line is rm gmOnoe in
posltioral the top edge of the
Panels, Cherie the refaradce one
Will IS 4 h. I,ml.
2. Skeling at able and and v+orkrne
auras tale wall, measuns and
trim the fled perall making acres
that tlw edge rare In the middle
(A a side.
3. Using the Cron, Noe as a grade
Ming tied Pa+reCa lop edge,
carefully location the hand drat
secure It ",,in tunable fasteners
and federal Sisal for the
pdirl .V fv Npr➢ CAildn ed road al
the ESH 1844
4 A.. ridtflaban conlh pas, U,ack
the vertical edge of each Jewel
.in a 4IT, lined.
Treat vertead io.lY,l in IYardteP&na'v f#F' IPd. 20.0l WlMnr SiI�C ..:•StmPNnMkmnlYlient -._ ......i awaslopo sides s ambir ilki.tPaa{lIINNItIfHrtll::xxinlvarisv6Yltllat{ENitttH(S?{tilaall8➢flJ:i6#Y ..
1 M9dVete Car,SP91 Ya(nr a"` �1}P_
! ! •at = • - • •• tw•II(a pnLrl(]tIy asirHJ one Gt ntd 1,8 is' Part be Pan ' le name al PI cahqu arch eS I Y`hea-re-ratbe whoor sn guar tds sNm end
(� I F l ( ' uwerPanal In al atsla@'tute. innr is l ap'Iad.w 'l wile g
u + '- .� ti!kWvin four me ganelassM1lnd rxh u+ltk ii14I Pill •sndcrehf. rp at rerC I uvortnn ul Jaw. weev N§nnrpr-rtaisMll nazriav
iEiilli v - br ➢ 1: a Peeels ire duired [ryelllm ligM1lly Imr n( aL w,ttr aP;ai, d Water-raelaNn -I , . I ty! ost sudden d OG by 9f lfla
aP. R f+ CP10
'.. eRa9 li me' b2 rrECea'98r' i0 9C9Ck bvaw . , : #ll iI IPIE; i
wa,a, ro41,NVN , f t ::. : i ::ei: + ants. sudden attanhcn rands ..
aa k P n
t• 9 .. I Irlatl The anent in . _..e- p
Wahl« .:..,:.. :.k .... ''. n,u(I.cP.ulel mtfi, .Th,.hvve Inl .'. ;. �.i ..._..... .... ..:...
: ..... to leech -n ...._ _u l l ultll . Be 1v, n I1
rat [
t c n rc ,. h. f to ,
moderate contact, •: , ! m cheer_.. + s _ U x del ::; � �..... „•.. :
,: :.. .,. : .: -. r na ere .. :_➢;.. i .
alh cfa.rtatl bevreeu ands thus h. ,... r , : " P I w! I uPs d ppr.nama. BNlav, 1s one
i h' : - t tw Ilrsvvxi m )er P mulirnlze ; I i k j ' Ina(fy>tl flrc p+ofeM1y gathNg nett 1
2. t is v ar nppr;>prlalo 9llP � a : P 1 IY t a i = .
.r, ,..' „ , , Y
bar.^reen Panes (i f0 tree is lire . . it ;E: ,E
::.e v�t11 E5:(t,l ,Year peno-tralicn. Treat hoftroetal fi' ,:,,, ,w,,:.: aParcnl aFa*tioafion:
i pill
1:, a
.3:. _.. t
: t yy tL 14.I1 n I Clti. !.. _ F
p t
rat. C s k anal blot= 1 i un., n d
�. I. arnstdih. tea wLrJ.,w vial
w
l.�ui� IF In t I I LL5 all I di dNtldt)O .. .. .. ,. >9 eel I to P y
.lick , . -. : �.,
:. _.. d 10ne1&ii a ki Ill tt:l..k 5 :m
L..:. .._
f2L 3R�ata /5 Ca3` �yt } , ;
... ., v W;Ittii, hx'Nu••Wrli ... ... :. ..... i t "mice i r..
'. 1. AttC.. Instalk Lle,uver caursr: .. ..•:... abnva vre vrnno:nt. The ahia = n
< FE.
}}i i
:, ... a1 Uvxa tc .mornn�ts. rhxt
st 4 NProddleta Not design.
ilia actions.
alatWCokaPlxllsnd. .: aw,«Farrel ,,:�.v� L.�. ,.:,:;, r .#' .. , .. ...,.
`.:. .. : of Pand s;d!a .nstah vin a r.". .. _.-.., shxdd be he. Sea ru:l. d,has tt4.
(' :Phnretl enN¢..Nvr al deli rievAl do sunaWeier ebe Ike v` 9 A :.,: 1. yti, 3=IrY�:!.. P -•:::, ,... a ,..
resat nwnded for .o-lo(Plus) P_. I. p.+ "or, na '.I t. ._'"
ed sill )r:uxen - N ' I' , .. t .. .�-.. araae. end 1 shown Lw arc IaY as
.; c ': : •E.Wmv Ngipronabnn+n}rya;erPaomrwnraxafalSPllomlP bs calnNioa NbrNals_, GCa! Z aahlna..t , rpE. 9
., a ,:.
i � : ! ,. , _. fl'?.. •':: 1 r v�
.. NE41 MC of h lt'I PanE!s nt..,n lnbfdVW]lirsf with •Uo tnY:usefoaca avrcla.4anvxn h � adds 4 + line dm.
-:: • i I it ' Sx P Imap forsmtwln Cp+YPlus l%WWeiu PrIn+C;l panol , fin ae F)i Ot the ytJl.9 •hP,C I' t e.::::: .�::•
•' ': E tt ' ,rwamameo :
caulk apP�ic-d in Iheld!nts ahEr sure that me rash riT 5 sloPapi,t.rt{ If t,
•F,u Lolblvlui as ,mhoaa fret ore f: m, r3in[na era It ea:: ti,dlew F. ,-•.s 2rhrs ale enm inahl}il.'uhi•,g .:.
..- 't. n h Pen PPI ret ql 4 1 p. 'i ., n .... _.
I. terrefi, ri ter a$ all •. fIX1rY d.,Sl( ar.,Fl IYt"YI 1::. W ,I a I! -""" ,
:. F X Ie eA ar YUa ?1`aand-NvvmloMt lid. sell m cover 140olesa
usnkurh aP aVar iatmlerc rw YRUWIna aW aamnl>yiahmly l,N co-Nd lµlrsr+op : ., !.. ••
shatl a areasiteJ appiy a Pppl canon w inaoNani anitktolonmayagaty roxcA ap svha,vPN nl nvar SaaanPx trot rest flat rr Use i[p ed,Pe of Watorvrt2•sdwbmkr the first fi of the lend and taro,rrealgh to • "'
I t° head r;ro4ulk stale age panel adee.. * Fnaede r f Imam the lanno,Jn.t collie. Pollrea•asiFe uPax P"n°l I Mod fine trim head Fichte
i %order the Pest panel is irelalled { #k,l 9 Nethnad Yolnl :!?�' 1 N caannm w nt level or gable Panels leaving a bather s k ,:•ip' , p •ll ,.. .
:. :: i „. y , Upear WnW .ken a&N jEgy.r ::'xi:u 3.IMtallhn p9na I. It.
f e: t ,: , ; •• •, e a;dalrlJ. ,nN NISL dIa d(Ipe 0n1:adS :INN@Toni bad&,Matti cdaeN A m.ohooLne) l f4fl lsol,so 're 11",11 ri llaloop batwtbYl loP. akOMiaan .i. v iS' ax' .'• •'
:( me@ma 3•ca+tlan Panaa Wd ercl Wl ud Vs of mu aibah and 't + q t !t ':I and a;anld the Shim Idol in care
in the aprbiso can k cooderro a g l Lwttom of fire Pawl and the Z tier N n P 1 ::ait
4
I" a a.:;: aim Fa:ry " lmRm d,mest, the gashing and
lhIXPG{J✓'I SaE lY]twrx'Irt ifld edges In3shing Th43 [J:Ap ahPltd n6^tar
i i _ Goat t� ieavin9a=. u1BaI, FA3Ahn::fllt ITT lI
i of Lira Parish be cadlkod. / t it i
` . � .., ,fit
.. f j a' r
I II 4 E t _ tt: 2. As art Warrhare. d a rionzono, P he Toehol q,te luumc a of r fi
i St { I fi
,{ • .. - _. , -a(P_!ii ' n;W',: , El .WE `.I txalkti brz)5 eda:qd at (h6 y I i'E! Jzrrar.rt.eLowa��� "'i 4.In„tar the Iran arolttll#he'mo- ,! �ryI
'taint
.': `; tP nl:A tKr¢enlW Pont. xzbh!ng Rlel �l � L hate boom , dew. Slid. g file heat Nos
-tire as '.a sod ilk Gg:a. -. nAE :;I ' S, ra+ .•,.'I
To: :. itp'. n S:, .: ,:. {; 'IaSPiti6. aAblBtoWOrthcpailessiguand :'. 9 , N i;,, under the installed rlaelllnf ,
mmq Pi�q, n. d' :I .kt_N. .. lL.'IEI.. i a !, ,. {p, ,. J
..; , r
YPW due Oaro attadlman...Tahin(ro� .E.i. i.. .a, ..
.. {R�� ...................ay..N , tl...... .,....,c. l uuww...L.i 'd
Parts Sol in the : in ...._ .... t
a ..n ,,, an I•u'a•==¢ ,t•avar, ::,: i;wm .Ffxrlr._rp:'fm et aY}i:p'• .elk irivlanan4^, rnnel SiiP l+cnlnd
... rn,at Clastud .,.. r , a -.met ; ,..n:.
. dd a. Ve,rncalg)nl.e any nu r�vured {( = a t" , ! • @e haler-rasairas barn 3. d !.a-e s o n a,a n deal ,� ) nyi �t i tE�r rq�t u�l G l w €, 1 ! i
e ,r, = add „a xmm sae ° .I yr aav=km
..... .a ....., , :: .
na: dryl with wwd cu heel cement rnht:; Y, ' au r ndiitaa: gar«;.; tba t { v a.{ air�P ' ', f N WO Iraa I q. i.aPwo. i, r.wa brntwar im amim:na naswr
'a. TIP, ltaron•Pnp pranaw samwkp^nnlp :: (atlr 9d: H=a ! 2 't'> t W.j ).
• % o IX IA nt• -,%lovida•It$IidN$h, ti 11T .• R=M119 arN acec9Per &
i„uen etc P... diet ors Nxrtk:" ishY}WNi ti4riFV Hd G .: ,nap Ra.IT " Pat Led kpW% hoo s,Wilphorollll,(ANaaamaedl@YlurwrJctlim r'3e
hit Sla's"and alit1% oil Nall NO 0 :i .:
enxck IXicb Pan% laadnalPnda,rUA a.W rYIGGPoS UTY a{n. li aKling of tYlrn C1(GdUntS rYU 1 y� x�,,y �y�Y(�1. 1e .1611a 11.1 spot f14 is Tabs wl ads por"M1L .,{,e"" E._t '' tgE ((i.{y', 1.:y j ji i ..;ljiet i !r.
pris C4 n. W-1 I Io A, clatirnnd Wrl Mar( dnd me,. i noo J] re'd 11bed as ltatulR I t6pAp 4:l lv'.t i' ,,y, ::ExiE� !!f
ran,ea yAY rgis ll.ma p,lna : stops P.uu apr�ne the cut F9-- --- gym,•-... :, , • i'• ai = P
.,. ....... .:.. .. :.1 av
edges Su den cons, Idetald Nail_e •„ ,}. �Ittiel 91 :i{ fiv -I. I!Iiaet
a.m Rw va'Icd,. jswlt by dt lax.:. arve j'`} 5 'aswm:: LYo jjjj{WM9Rfryy=$f61i'ltl§ ci cidlt"°°A ho[I�E'b=talloy'R�I+allat b9 FrI�dba4kfa�tilua,l g: Pualli Hsi: IIt {t
...n.d, N!ed( .':alit" =x+n .,.''ate , t l:�i [ {+ajr`,,." , E ?:
s Ixi..«a.RF It i'
In an each side. (Mope il l up Far aUmis[Svnl si "IPoctp i h a 1 I worse, i t'A �," i `
lip 4 idin higdv« { TIP fan xinae l'',,SS �A�, M r. 'n
ftlooleµlMutdaA¢naad T:mo,lldal i. social or FIVO',4"IriUkiing9 Gan 9 1x[. l'[, ,.•l InalaAllpdpUl aMkM nFariA}IdrpaNl N wet rvte. K EYI t' "I IIS i5
1 SS,,.In lei:• P1ntle t414n1 ell Af afi.11knlai W, pldn qe habAeknn M {prI. m "
exrena fle ¢andlw"he clovot r to gs6d i 'ICaI two se:iiipns ei ^" -" i 4a i f _ I' .
= ,hecas'Flihnrallotnllmt=aitiul xewml spool nna: well, .::,
(,. U,9."pol Or. edam :ANtoolV! HaNtapanKstning, 14Mue ` !":• 7 J' �`T" Wm.:
seem^'• Sabo aiaaax ova Saneaa rouaPxv.w wamll4:gali: cede < a
Too,donor ketendaUpn9 I '!i'lo now, ,i.j'u
h porpsimeebpartia bra ul•wnn ra I ' 4&jmtl NA renaredpfafid 1 Mi la da Pre[Ld Naafi t k n-.Y 4I lhMwaarlrokyY llntbMelRR &tl eed w lit l a, -..... ..._...
,, ... _. faoaanmaerohe'so wlwn 1 3t111"14'a -`-iY. osiraal Soli nlil :'..,
1$ANM.WS. y1GeaYd A@dt11NnILIWR fM. .. - .... :; '.V.NI. Y14AJp • _ .•
salwplow ' _ CNeu,k-a Y13=
02 INSTALLATION
SCALE: nts
03 VERTICAL JOINT
SCALE: nts
THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND);
(FBC) EXISTING BUILDING 7th EDITION; AND
(FBC) RESIDENTIAL 7th EDITION FOR THIS
PR J ICH INCLUDE. AND MAY NOT BE LIMITED TO;
Surface ughness: C
Site Expos re Category: C
Wind Zon (4)
THE 2020 BUILD
G CODE FINAL FIGURE "A"
(FIGURE 1609A
LTIMATE DESIGN WIND SPEEDS)
USING A MAXI
M (Null) WIND VELOCITY OF 160 MPH. ENGINEERING
/° t
DESIGN IS SITE
PECIFIC AND NOT VALID WITHOUT
THE AUTHORIZ D SIGNATURE AND SEAL OF A REGISTEREDf
PROFESSIONA
NGINEER. THESE NOTES ARE PART OF THE
ENGINEERING &SURVEYING, LLC.
CONSTRUCTION
OCUMENTS AND MUST BE READ AND ADHERED
TO BY ALL APPL
ABLE SUBS. USE FIGURED SDIMENSI0 N ONLY.
590 NW PEACOCK BLVD SUITE #8
IF A DISCREPA CY OCCURS DO NOT SCALE THE DRAWING, CONTACT
PORT ST. LUCIE, FL s4986
THE ENGINEER
F RECORD.
PHONE: pnl 879-0477
FBPE C, O.A. re 32222
THESE DOCUM
TS TO WHICH I HAVE AFFIXED MY SIGNATURE
G TURE
AND SEAL WE
PREPARED BY ME AND/OR UNDER MY DIRECT
SUPERVISION. THESE
DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTE
TED BY THE COPYRIGHT LAW OF THE U.S.
THEY MAY NOT B
REPRODUCED IN WHOLE OR PART WITHOUT
WRITTEN PERM
SIGN OF THE ARCHITECT/ENGINEER. THE
CERTIFICATIO CONTAINED HEREIN APPLIES ONLY TO THOSE
STRUCTURAL EL
MENTS COVERED UNDER THE 2020 FLORIDA
BUILDING CODE.
04 HORIZONTAL JOINT 05 WALL PENETRATIONS
SCALE: nts
SCALE: nts
REVISIONS:
BY: DATE: COMMENT:
ELK 02/Ofi/ Client Field
2022 Modifications
Ord Permit
LL No. 2106-0394
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C...E N ,
Q rf NO. 74637 VITT
IN
A ` STATE OF to
F
1j 111111111111t1' e
DARREN GLIETTLER,PE
fi R� FLORIDA LICENSE No. 74637
d 02/08/22
SRC• %'A GIM rI�A s.,
02 02/08/2022
0 KNOW WHAT'S BELOY
ALWAYS CALL 811
'... BEFORE YOU DIC
>i later. Its free. It's the law.
PROJECT No.:
19-2010
DRAWN BY:
ELK
CHECKED BY:
DIG
DATE:
2/10/2022
CAD LZPORCHWORK07HPREVOl
SHEET TITLE:
HARDIE PANEL
DETAILS
air �
All Sub -contractors are Responsible for verifying all changes
to these plans prior to starting their please of construction
www.cails u nshi ne. com
SHEET NUMBER:
S.40