HomeMy WebLinkAboutRevisionFWND 5/8-
IRON Rao OF PLAT
e' conceEtE. e• cawcREiE / 1""iCl`�'fli,d�-a. OP REPAIR �RSC
_ WALL CREIO'sj FOUND s a' �C -'1
ss.o0 - N 89'50'56" E 108.12' IRON ROD -
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5 IINGRE IDENCE WALL PER PLAN Shcnt L '
uaeILent Product Approval Submittal Affidavit
CREENED
- ^ ON CONCRET WALL (1 3'S) "? _ -
- .. 9"f?F..�I,!/�"Illt.`tP;tN l� �f7G2t> 1tEPAT2EXfSI1NGJA�IC'1'RUSS(S)PERPLAN
� m :'9 d DN CONCRETE
a 1t1 wf,,* O.i dd,rG%,C-rPI�,K Permit#Buildin Address SEE PLAN
oo ER W,a+E 14.2 h RE-RCDF ENTIRE Rh, 1DENCE W/ � �d lz M PER 1 /A OVER 30# FELT OR PEEL AND g Contractor: TBD
- - zDz - aJp STICKUNDERLAYN NT OVER EXISTING I9/32" COX PLYWOOD SHEATHING ProductMa
n IPsrs r 4 Attachment Method
iING Manufacturer Type, Size, Building Product
p fir) 4} V1 �p t ` RENALED W/ 8D RIN 'SHANK NAILS A'I' 4" O.C. PERIMETER AND G" O.C. IN TILE
N o"K N - m rILLD(REPAIRROTI' N OR DAMAGED > Spacing, Embedment & Stiffener
F? A �11
Q 0 �°' SCREENED POOL DECK -
D PLYWOOD AS REQUIRED) etc• Design Design
"w p I iC f9 4•" Ixl Ii E,I,Y I REPA R CBS PRIVAC WALL PER PLAN
r ®�\ U -( n N 3 w N U a..."........ ~'"r• /' ?4'.,„� j� -
Pressure Pressure
2a.z' - -- ---zoz _..._ `rw""' �'"_ rs `^w: I - I x (a • ,.M:.B:.(4,� ,£,.Id,� __Roof �Ar.� G.)Pf; f..') „i�. ,na*; ,.,•P ��Sf.".CaL.>✓:P� _66.7 rF''
% (�y=+' ALL, CCINSTRUCTION D''EST COMPLY WITIf THE 1 have r f �2 I C
SCREENEti" 42.5 : ( '•' F. 4 l� - NOTE:
-oflcN ! t7 1BC2', AND'1'IIEF13C2dRESIDL+'NT]AL, eviewedtheaboveproductapprovalInformation-anda. approve "--
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201 PLUMBINCCODE,202P111ECBAN[CALC.ODE ANDTIIENEC NPPA70 2017 EDITION. Name: Paul Welch P.E. �
s
�X, �. u�g �y 7Wtt'#.•' F,Ai7 G,kQ. ( )
E. Certification Number. 2994.z - FEV 0
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� < 21.0 LOT 1 - `^L'a,.)cr a r F I F P I _f fit etc = 1.1 V ALL ADDITIONS, REPAIRS, ND ALTERATIONS MUST C
' °aa T o 1 1. COMPLY W1T1I IIIL F13C 2� FOR �Lnl`7 �L-� EXISTING 13UILDINCS, TILE 'BCI&, AND THE F o i kION. t (f�i1!!} ( � �424,2 l r ) o o OESS 7K war 26, o VIP, ((ay l EF4L BC% RESIDENTIAL I P. y 1 iJ
o h As oEsaa� w orrtanC /1°C v`£. LE; a =� �.._..-J„m \,_,-F•,,' L, d,Y'• �" � �` Ga... O V,,. ! �dC+�V`4 j e ,
f nf' t.I,I rN,,IL Lire. itto�lto,7Mt��cC t�(t d c.2.�
3 REcum nO0 ex RAGE tmz) &> C)( u1 Erj L THIS IS AN ALTERATION LEV L 1 AND MUST COMPLY WITH THE FBC $0 FOR EXISTING�xt +
COVERED �3 BUILUINCiS CHAPTER 6 AND
at. €� es ENTRY. a # LOT 2 iT �^ I,utTGroly �fii.3Lor -
p] < `. ; o " v OCCUPIED /ti 1` l b","w,,......-•---
N s TT-!E CONTRACTOR, SUBCONTRACTOR,._..._ IF AL
,. �It If a�rJ a.g,) >c ,' DIMENSIONS,
SUPPLIER, EC'I. SHALL VERIFYALL _a
s NS,
a�l� �, a'� I��, L'IFa2&-f: tb.°zC �.+� �'�:d� �fi(�til�,:^)' . ry
CONDITIONS AT JO
B SITE PLAN
S, SPECIFICATIONS,
Two-sroRv tiT��3�'Clt t�rk�_ o � -t'pz,., . -
� r°e .Ir•n,. RESIDENCE
� ,_ -
°-`' w aea�"a.)"`' I _ �ECT. _
�. zz 3. a.p) .Act �r
DALta,T,�apljy '1( Ied�aL t, °i'pf 13 : ADDRESSED
FEATURES NOT DETAILED ON THESE PLANS WILL BE
s o - f BY THE
f:-
I . �^ � E_NGINEER AS CONSTRUCTION PROGRESSES.
_ / •' F, -. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TA -
n 3 �- i' f SCALED TAKE PRECEDENCE OVER
V /
12 �•----"'--- � DIMENSIONS. ____ _____ : '.
py g��/ �xy q+p FOR
5"�CY�If tiL..r �3,d-i"i
/ t Gta 7f w/ "%fit')( fr+" PcMPat7 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH T °
- 41 CONCRETE. /
.'MALL (5.i•.:i, j° - - - Xt -I� I DI-� - 1p - i �r B.r•..�-:. , ,t<A.-- ,� '.:. HE FB(, r FBCR 202(�. '-.a C t' IUi 'l.IA�11C ..
I � ,1��1_ ��<��,4x r17�
reIr,* ti _ L - - -- �la�1t:.t• / ( t;,3C 1 i
tnl Ca �_;;: vlrfi.'4?L.Ah(- & 0 aueun EASEME
COUNTY
Fno� �;�:. `""' •ti kb .'.- .. „ /� _ -iL> L''IE.i Gs lw- \" .. I i(r // j .A'. 4.rv.�x --
k ORAINACE EASEMENT - CONCRETE DRIVEWAY
� @ 331 r, �, l+y ({r' I L11 7 f I
_ ___. . • lit
FOUND 5/8" N 89S0 56. E 108. 2' Fwno s/a'
IRON ROD
...,t •1,.. �, >�l I tl£ •::4P„( I _ , ::: _ : .. IRON ROD
EPr - - -
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River Hammock Lane
I r - .ter --a _ - . t? F
(60' Right-of-way) Pa ment `VaHo : ER i .,,,.^ f..- ' ;'...4'�i� f-) i _ IPA, f ,-as�,., `'"'•`'., N
N 89'60'58' E 100, Y
(Basta of Beoringe) a-
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t xis
I ----- EIS-I'IP7UC'MtI WALL,
LI
�. f+5 IIO1tL. RE BAR X 12 LONG
DRILLED 011T AND EPDXIED TO
B"xa"covnnuouSBEAM ---- EXISTING WALL WITII6" �r /
BLOCK W/ (1)-ITS BAR .. l✓IVII3EDMENZ' SPACEI_> A'I` (' 1'RC)NI
VERTICAL IN (3000 P51) - I.OI AND 130T 1 ())VI d�IVD 24 d,C. : S � I ,�y ) I.<.•.�._.,,:,.-..-.,.-m....:._1:...�._,_.....�,-.`
l\ .CONCRETE FILLED CELLS VERT. II J✓,!^'gL,t- VJ/. _.•t`"i T.J ;C?.._. �C 'IDS �Z - " P
. B fU I B't L- F I ICI
fl6 8AR VERT IN (3000 PSIj L _.. ALL- La,! 1 ,.
.,. ;.
f#5 VERT. RLFAI2.IN (;()OfD PSI) _ a .. <�
CONCRETE FILLED CELLS AT .. ._
,ems y' o.c. nnnx & aT EA. END, a ( ^ C(7NCF.ETT 1'[LLLD CELL
_ m P.0 I ;'� i i I
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#o BAR LrRTN 30" MIN.':"'
f 4 I .: .. i = ¢I§� , LAP 5PLICE�%3"Ztt�4-L: Ca C21a9`
`l. E P.a••R^Y 1v l 't; V'^ilt<ftnf P.y�, ..
�} E:X:IS'['1t�fG FILLED CELL
U �3r 8'OVID WALL W/STUCCO
. t•II'u35I'I BiJTI153P.E5 .:),. -. -_ -:._ _ t -
1 Ti:3if"I 'tC `i 1i11'
Ell. -STING Ilvv `xi '';LL, NEW WALL F a` d 6 ,' ' I ;, , L7 v1.^° 3�:. I �)
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,1 � iilif 1pO �,..:Rd �-�� I �1 r DETAIL `
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Planning&Development Services Department-
� - �m Building&Code Regulations Division •i,.. -' --' - -
S11or.(r- UP r--)< R P l 3
. , x .... ....`��d 2300 Virginia Avenue, Fort Pierce, FL 34982-(772)462-1553 - ._-
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n
Certification for Design Load Compliance
>nVt1,L.L. v,t ti o � o
I _17UCC
Project Name: SI LAS REPAIR � - =-_ /
CD
..._..-._.....�. -__ J--,._._-T _. ETa Project Address: 2406 RIVER HAMMOCK LN. MVA ` � , A I � -- -- ,� `f ,F _ _.- ' , �_�p - � �1s ,
- �. ��
- I jya nnaGl� /f/- yYh,"19
Permit N: Occupancy TYPt't R Construction Type:. V - - - ^A. ,r.w,
.INSTRUCTIONS FOR USE: - � � ' - (�j
: .. ,.. � �(F--•.------'-�$riE{�--- �I ,tn : 1.5:,7...6PL_(7 ! I('::8'./.k•{!!^" L..Ish.6` r:.<�. - I pM '� '✓ : ./ t--€%t2...T:;v6;r� I�"tl.lG,.,. I
1�Er1 P A f o
•This certification must be completed, signed, and sealed by the design professional of record. � / �
-Submit(2) copies for residential, (3) copies for commercial with all permit applications involving the following: - p x1 ,,, , -_ .'' ._. -m - _„ p - (-
/', ,% �."Rr-s:t'_.Pf^)G. rdwa�a ^t l.�y .,..,.,-...�t_'---. .•. I. c.w.
k."J `!�[.'� i 7'...�%f-A.I'%Ir�4!.4 (` U` wi z _ 4 1"' t .5... -__
o New Residences (single or multi -family) h fi', I _ VE c_, �;_'� �:..2 /)xl� :O i'*f �`".c.7• ,...�,.'r.�:F s ,, rr- �N
o Residential Addition s✓».,li t..117 C�a:Jh+l `5'f �...L.lC,..:"r 1.}0.1 C"-- `^I F-'I L-!_., .T�{,'.'-.IE°k „a,�C 3�Y ,,,,. /.• /, i.,.. <-,:.4�,.o� '�I B\t ...: j ! < L1 I•
2 aJ4L L nn / d „-
oAny accessory structure requiring a building permit - - - ��)�.✓. ^` / _ ^ •. - 1 p ll,,, . x ' •ce� / L`7.',byc-,tC .,.N.._T'Q P'�..I f>r G. fCro,eM C vo /; - r•� .t✓ .: i ,. d
o Any non-residential structure. pp /L 2� 'r!, � / r� .,� `P -tl:. _ ..:._ Q�'l . V �+' •
-�^�- 7�-� _ - r :a'I:Aa�II��,,nv2.
f .T47_.�' III • 1 ,c �tl_ tl: f t. e-! �I.I I -o-.' ,. /.(r+.k lca� .----' - .
' *Note: Form not required for interior renovations provided that no exterior structural elements are affected and � `•' "' ,/ p ",.< � - --_. L �� � �°�y r - � �^q
lv.,+d I I,<�=.* c E..."T fa h,P z114..! t,., f" :�yW V 1-Y;tl... {- 0.d ms'�' d
-_..._ I , :.L. I I. I I L i. / �. / �, _ ., r. _5 ( a; "(&as _ P'11 _.
certain minor building- / f F4 A I I-,.F.r r,. tiT�. c-IA ;� - .t U
permits at the discretion of the local building official. Contact the k!above for questions. - - ,: - r F / L.' ^ _ > 1-�,,,. AU RE >
w/ �I „( .a ) H'2.,, A ( (I() �� CODE GCS P IA
DESIGN PARAMETERS AND ASSUMPTIONS USED; (complete alf that apply) ` < t-7A >�II , P,
///)]. t` t T''_. - G"6.n .IlhS:c�
1. DESIGN CODE: Florida Building 9B. �__ ..- .� -. /=----- .: D..G�. I i" / e I ii SAL:.-.r- _.. .' n _ 'hr.J)s,_.. ®p�wg �regp �,p
CodE_.Z TPrEdrtion with 20 Supplements using ASCE 7-1to .CI`.?.:_. '.- ;.._. . F,._ ,A � '2:_Cv 'l' :"('^I ("•.. �..- .,,. 1 '45. 4a,h„L?�i(E. �a s`aP'' .i ftf`a €*;I.' - T. LUtea® '6. OU I C
G.. e
_ _ (, -� : •.---._ _ s Ica f� �: �° - r (..�,A
- f rt TI.. (r.. >„ Try
T�Z1 V� �� ar.J flD 1. L.,. :I�f�nrl,c+�.L „ � 1/f�.f�j p,_�' �.. pg
2. Structure Designed as (check one): X Enclosed - Partially Enclosed OPen �L?. 4r.(,rj•t"y, �^�E�,.: � � �-- � ..L,HL�� ,_.',. r, R'9�
d 3. Risk Category: I X If 111 IV Exposure Category: X B C p
4. Design Wind Velocity. ((•A_ mph. 111 ASD N/A LRFD End Zone Width: 5 It - -
5. Mean Roof Height: 15 It Roof Pitch: a :12 Parapet: N/A ft --- " y\/A � �, �.�• w E,�//_�� {pp�� I_ i^�
6. Components &Cladding Design Pressures Used: (PSF, based on lOsgft @ 15'MRH, clearly label on all plan openings): � -r` -
16.0 16.0 16:0 24.2 24.2 N/A � � __w ,--..._...._,,...__�__ -
Zone 1; Zone 2: Zone 3: Zone 4: Zone 5: Garage: - � - oiatractor
COP*� 1 -2 Zone -38.5 -57.0 -26.2 -32A N/A S'I'111.1CTURAL NO`TI✓S_ - F - t
7. DesignToads:. Floor. N/A PSF Roof/Dead: 7 PSF Roof Live: 20 Balton - l y:_ NIA PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A �. pLF / CONCENTRATEC I) llESIGN LOADS IN ACCORDANCE \YFIH ASCE. 1' I 0 1
8. Were Shear Walls considered For Structure? X Yes_Not Applicable Explain Why Not: � 2) ALLSTRl1C'l'URALCONCREI'ESfIALLIfAVEr1M1NID'IUbIC i ..r � - � ' RECEIVED' `lrh
OMPI2ESS1\ E STI2ENGTII OF �� ,f!)
3000 PSI A'f 23 DAYS: {
9. Is A Continuous Load Path Provided? X Yes_NotApplicableExplainWhyNot: - 3) MINIM UM CONCRETE PROTECTION FOR REINFORCING BARS:. SE P 8 7 7024
_ FOOTINGS: 3" 13EAA/S: 1 %z" SUSPENDED SLABS: 1 %z" � � ELECTRICAL NOTES:
4) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT P -
erSttLuc Department +
CEPT AS NOTED S �v�.�� '
10.DesignSoilBearingPressure: 2500 PSF Soil Test Reports Submitted? � GRADE 60S'1'EEL1\9ININIDMINBEAMS AND CpLUNINS t.Luor-
ALLELE - -County
DESIGN PROFESSIONAL CERTIFICATION STATEMENT' 5) AI,L LLJA'IBE - CTRICAL TO REANIAIN IN PLACE, REPAIR ANO REPLACE r
R 7N CONTACT WITH CONCRETE OR ]VLKSONRY SHALL BE PRESSURE - - DAMAGED WALL. I LACE. AS REQUIRED IN
certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to TREATED.
6) SPLITING' OR CRACKING OF STRUCTURAL COMPONENTS N - `------"--- -----
comply with the applicable structural portions of the building codes currently adopted and enforced by St.Lucie - NTS Dl1C TO INSTALATION OF
IIA14DWARE IS NOT PERIIIITED. ral:e'd... ,
_ County.l also certify thatstructural elements depicted on these plans provide adequate resistance to the design _dIEEr'NIUrIPEf y
7) LINLESSO'l'f1ERWISENOTED,'IDEINSTALLATIONOFSPECIFIEDIIARUWARESFIALL � --'
forces specified: CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD 1 Y p / E E 11
U D PRAC" NAILS
C'r"� flJd-, F' JY ,vL, CH)INC,
Paul Welch P.E. 29945 / 5115 - 3) STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER \VIRELATfi W/ I1CA. 2" NAILS W/ - - - .,
A1aFCH/II4ICs1 EL�'CTI C - /
3/8" O HEAD a 6" O.C. OVER AL RIB LATH �N 6" O.C. W/ (2 LAYERS) OF ]5# FELT.--
Print Name Cert#&Co. Cert Auth. R3/8"MET 1"..4E?FI ,S. CL1r7IrJG •y i
*NOTE:PROVIDETYVAKBUILDINGVVRAPBETWEE � .... � .dT�E,IIL'Ti14C?R�'$'J;$(llT,�' � :I,
Paul Welch Inc. N PAT. ERBACICED LA'CIiAND C'.UX. 7 /., ,
PLYWOOD
ON PLAN 9/12/20
9) EXTERIOR WALLS TO BESTUCCO OVdER WIRM ATU IVAITIl 11 GA. 2" LONG
Signature, Date, and Seal NAILS VVIT'II 4 .. •
1984 S.W. Biltmore St. Suite #114 P9rt St. Lucie, FL 3/8" 01-1EAll @ 6" O.C. OVER 2 LAYE. � gg�yr CN .. ; � _
O ,S OP (ISH FELT OR. TYVAIC BUILDING WRAF°)OVER _ /1.iL f 1 t E_LGIywcc-,',q E7 -
P l(L lrl' ---- L.com
_ -_ - _- -. 2" CGX PLYWOOD WITH IOD NAf1,S'1'O STUDS n 6" O.C. PE12I r r •' +' a
_- - Company Name &Address - IB/3 OICTER AND FIELD: - LCH, %�'..Ei /=,LF( /Z>rG N0.
lU) IN7'EI210RTO:BE%z"D12YWALLF'1NISIf. � .' ,2,�9,F� g. 1
SEP 15 2030
11) PRO VIDE.,R-1113A'I'TS. INSULATION IN WALL FRAM INC.