HomeMy WebLinkAboutAPPR. FLOOR PLAN Health NOTE:ALL CONSTRI3CTI 3N IVEUST coypLy wII IIE Ia TBC 2020,AND THEI=BC 2020
SIDENTIALx(7"EDITION),,2820 PLUMBING ING CODE,2828 MECHANICAL CODE AND THE NEC
(NFPA 70)2017 EDITION.
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t sr v� /+�/��y �p j��y�ep� .y9 SUBCONTRACTOR,
*�+ ]�(� /� SUPPLIER,
SHALL
VERIFY
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DIMENSIONS,
SITE, PLANS, SPECIFICATIONS, ECT.
. ..._. ... . _..... -.... ICES NOT DETAILED ON THESE PLANS WILL E '
T
�TRLICTUI�AL,FEATURES TJ4I ICE V4f �..E
ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
° ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED
r , :x DIMENSIONS.
!r r! ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC!PSCR 2020 �H
EDITION
, s
OVERED PORCH
I lot*
6 -0
a a
ri Ifloil ] I 111at 10 lot]
----- LTJILE�ERE U * '` S BEME
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N y t GRA° I;I` i�I xviTY- 3;,?t, '.IxTI Ci) 7fE'{ 537E Saint L.u,icle County Building DepartmentProtiuSt Approval tibmittal Affidavit I� _ fF - J, � CABINET d � �E�DT��T yps LOAD �C� �i�A�� ��T w
ABLEDBAK
Perrnit 13 ildin Address.,SE:E PLAN Cent€a�tca J Jx r 1, » � � ExT al 2138 I��L'LZ�� �� .fI TBD s a Fs ra P„ Ftr �txNTIs Sl"3 2llti » 2if61f BIB 2J� `
i Opening ing Sch�dtlli� :St�#irJg doors,overh ad Doors,Sliding Doors,fixed Gilts,Windows&Skylights !1 ' 2fla 2'7�af. Gtfll • 1I��8 »2T
47"E-LIUt MJC S __ 2 dog 3��� 2 0 ���2J�»L7C=
Opening ID FL#or NOA Product MixdJ=1# Maria cl it J° Mass A�atrhlneSt Method Type,Size,Spacing . Ett�I#ding Product BEDROOM #3 »i `'�'� � �=.qa:. 52�SCE;5�1� ����� S8� � �
L. 5 1f} lit �iT 4388288
# Description Embedi"�me t (DISTANCE FROM CORNER/ Design Design ( i P» tP :, 300 8RI+3012-IT
� I)i5"I'ANCE � a„ as to d+��3� .GID t
t �y,� �g tR! r� qq ys 4 Pressure€J Pressure G• 78 T t % y�y 30D �y�ry# y f
MI WINDOWS 3 16"X 1 1, " - # 1- J, fr .i7 tA!# fi L14 B-1T
S.H. ItlilEil.I~MEIl�i3 TAEaCoi SAT 6 1 TER I T s
,, E31lVIIL}O i`L- )'49t3.9 S.H. fiNElf71t8S s# 1� a�C ilitIPACI t SEE ELEV s -�/»5S I
.i I qq rr t Jt�;ryw�7 re�rr ryy� `� Pr�! yy y� { its ari
- DOORS �FF / iitaCENTER i � I `t.. Pfe 47-1s 6J"'d.aAt'S JLA:r� �.hLla'F Ltit Al w�.��4 a ���it ` d:�#d A.83»�1
�* �q ` /j��Iy �^�+�q .¢g� /'��y [ (�� }��p� :,�} Py�q/^erg'° Pyg} / ! BOOM a gaF as /•f�f�i (� y��rn � gI)'j.�t 3S�y-�.$T a
SCE] ° L .FzFiY r7�717 A6J 633I MI 1fk INDO7J7 S [RR$e€ 2 ROWS) iP 11 J� fe �`7 p73 �Xe �411 tt71 a Fi wiek7J �i Jii AT
t psi s / I�III�t EMBED I �� �, 2322 Soo
_ AND DOORS T ��5 ATFP . laSEE ELEVIS /Mc I z� tT � v , � .
P��g } try +q p�;y i Q f I- AA3 014T
MI WINDOWS b ROWS) " 3' EMBED s REF y,.•. �J
9..... ... ,,,.-+
HRH_ ttNDOW FL#15351.5 HR fI gR IMPACT SEE ELEVS +/45 s �� 131-41, Leo" U
CLST _
ARID DOORS TA Ci3NS AT 6"/ 11: 'a CENTER _ xa�3O 8Lt�4 I�»I'L°
' 114J`X I1 Ott MIN EMEIDTC'S '°/)3<7S'r / ,� ._ . ..- - - - i t NoTlEt WHEN T ASLI<o�iNt�IsEXialvrt
SWING DOOR i I 7 #t DOOR SCtiiC1fi#T3�SIAR TiIERMATR€I I PACT O.C. SEE ELE'U'S a• -S l J R
..„ _... 13 _. ..�• Nt2` glalflf ' 'h2I�'Il �'tT+l$E•C.'t5 i} IIs $ r a
- ..�.� Nei)�i�I':F:1�S,
J J lilt;A 4_0•- '. HURRICANE: 5/16x'X 1 /81' Milt. EMBED LAG SCREW EAC�i ® � , . .,.,......
i 16 Ltd X B H-OND .034.E) WAYNE DALTON N/A SEE ELE V S +35/�44 '
i 101.I.-S MASTER BRACKET � � �` BAH RM..
ilrtirdI#i Manufactllir Art w�. C
.�.
Attachment Method
Type, Building Product
Size, pactri ,EanE� nit$it&StlReitirntc. t3ciga Llestgr� "` B PANTRY -Lr
• • . 07
0
cc
e Pressure Pressure � � ° �� ~I �7-F
I �`�.�. � •
~
NiuBltlxi�s l=L 23353.E, 3itIC3f�tcL>'#S7��I MI�ttillVDq�15 tie DCrDflS S/16"��2./A"I�i�f�'EIvBSEE)(�€.Er�Et�Ct.iF) SEE ELEtfS +j_€t3£1
# i
. , (D
�A44U S" FRAME I I
CI_ST
! \ E I 1�041� ►�V,�LL, c
�.► r #iarsf `€28335.E NI:F6lTAGS , TAMKO BLDG.PRODUCTS SEE DE AIL 8e NO i S ON PLAN BELOW VUI.Y.` 1. 1fUl.E'o 2E3q, -
� Soffit N/�, ��� °• �" ` •, o � ASTERLAUNDRY
� � �, � •
Hurricane
$pon or fess Cl
Vic I
I have revieweds tt it r s, a !t a J€ Ir x9 s Pt ~i FDOH €n St. Lucie County
x tits:vbave readtict 8p €oval li�#nrrriatlran rJd p,rs ve ir;' 4-4 Environmental Health x
UL I � ` MARK Site Plant Approved for Construction
name#:Patel Watch P.E. Certifteation NUMberl 29945 { � � � w i A v�HT
• . .. . ... ra .�� . . . » ,. - _ _ a EGRESS �I Supa cede r`€ s All�rt:ViC;t#S Site Plans�
s. s s s • • s [*[I* rOST
BED MQ - 2
Q) (a Well#
y �tYN --1 3 I
. � Date: I �� C F�ev
�,. . . INSULATION
L_4
" FURY �' EGRESS s _
_ i�tararFing l7evelaaprrserst services Department r• • 4" STEEL 22 ,`x54 " s s s s �► e9
o Y Building 8:Cade Regulations Division u
»� 2300 Virginia Avenue,Fort Pierce,FL 34982-(772)462-1553 = PROTECTION L TTIC ACCESS
'� ss « •
Certification for Design Load compliance ak
20 MIN FIRE
RATED SELF' s �
•°- ,. , Prrsgeet Name: NESrtf RESIDENCE "� .
CLOSING 'DOOR
Prssect Address, atitCl�DR. x "I ,x
Ljj
- ,,.,.°Permit Occupancy Type; R ConstructionTy e; v ~ CONCRETE . ... ...
iivsr�uCi Ions Fca LJSE: -------� 'i »l BLOCK CGLU MN S i Le
WMQW DOOM. iIND � 01-0
- „ W/#5 BARS VERT. � ' �EdTi��� Uj
�,
�vO s ..
. . Z
•This tertificatian rnrrst be cuurFFplett;d,sigtaed,and sealed by the design professional of retard, GARAGE IDI'3 �?3/�"�,��F3t'$ 13,t�S�$�1'34)�'i�/�t�tBC111'I•c�I3�+i
«Submit(Z)F apses for residential,or copnumlf fon torFtFrrercial with all Permit epplltatiorts Involving the fpiitssnring: O � �. .~. «� „
a New Residences(single or tnuitl-farrtiby) 'i st er �4� ECG +'S;�
. -,. .... - ��� W x G3 .1E)SI225"tt.DCI' ' . EGS3 iYfl1J11N11 .
a residential Addition . . .. 127 L " �Y xC 38 318" SD23'YfI7C�W
La
a Any non-residential
structure strrequcture,
a building permit t �71� �F W����fit'R B 4� OW T��1�'�PXI I�
o Any non-ruiredfor 1 s error re. I I s 4 0 3 f#I�Q iONTA�e ROLLER � t Q=
*Note:ForctF Feat required far itFteriar renovations isF'ovided that no exterior structural elements are affected and � � I � �EE 8� IIJ��tCx�LxASS LTtEQ� �E�g
certain minor bolding permits at the discreti-On of the trial building official.Contact the#above for questions, s � r
i 3 8 9 lE SI�LID Con, DOORBDLID Ct)
I SICaN PARAMETERS IV l LilltiPli 5 usi : c�aFo fete ali ha a l .. t t 16 a 7 It£I'Eit�AU DDD
w 1.DESIGN CODE:Flaridda Buli� .dam. _Cade 2020 7th Edition with 20 Supplernents using A5cI 7-1Ji ' t
t ; 2 8 G 3 SOL11)Ct)�28 zt I�I t� ATED 4C3It U
2.Structure Designed as(check one): X "closed Partial€y Enclosed Open
x z 2888B.C.�I;�lf{1��t�D
3,Risk category: I It ill JV Exposure Category: x a C n »
r.l 2 f T 8 XC.WT1��Al.DO Olt
x$.Design tilPirtl3 Velocity 165 rnpFF 1Z$ ASI? N!A LiiFl]End Zane Widtia 5 ft � � .1p�[
.R i
S.Mean Roof Jielght: i5 R Roof Pitch: s :1Z Parapet: N/A ft � ..w,.,..-..w----- --.,.,_........,..-.
2 fi 8 Dj rz[3TjD DOORS
s s s s :_ l; 2 B)3Iw {)2�L3 DL)€I
6.Components 81 Ciaidding Design Pressures Used.{PSF,based on tasgft @ 15'MRH,clearly label an all plan openings):
17.q 17.f3 17.ti 29.4 29.4 27.9 Zane 1 Zone 2: Zone 3: Zone 4: Zone 5: Garage: 0
-27.0 -45.9 -69.4 -31.9 -39.4 -36.4
?.LTeslgn#,ands:Floor: NI/si PSF ireaf/oeadi 7 Psi aatsi:/I.I,re: za Balcony:y N/A �s�
Back; N A PSF Deck: JA PSF Stairs: N/A PSF Fence. NIA PSF Railings: N/A pi,f'/CONCCW NTRATE
S.Were Shear Walls Considered For Structure?
li YeS , Nat a�ppilra#�le Explain�iiity Not: a l! ► rr t rr J Pa r a er a as t st
TABULATION _._..._W_,.
9.Is A CaJttlnuaus Load Path Provided? �Yes ,Not Applicable Explain Why Not: ! r, , ,r ! r,
�. LI�III I, FT
10.Design Sail Bearing Pressure:___goo PSF Soil Test Reports Submitted?.- . _.Yes F F:
' - r3JiST N PIICt ESSJ(7N L Ci7riTJrr CATiC9N STA`J�ivit< T• -r°[��s c�
I certify that,to the best of my knoWedge and bellet the attached plants&specifications have been designed to ENTRY t"L 7 s� r����
tomply with the applicable structural pomans of the:building codes currently adapted and enforced by 5t.Lucie
County,i also certify that structural elements depicted an these plans provide adequate resistance to the design
GARAGE 453 SQF
forces specified: � �. �� ,� ���I-ts w; ):t�-iJt - <
Ptlttt Name Cent#&Co.Cart 511a � ����J���t i�l�r����Paul Stiieicia P.E. 29945 /
TOTAL 2,630 SQFT
Paul Welch Inc Autfa. � ��� � C����
cal�ll�lni aola/zcz� r.
"'� .
_w. %�
Signature,Date,once Seal 1984 S.W.Biltrmore St.Suite#114 Fart St,Lucie,FL
Ar
Company Name tie Address . 1J, SHEET NUMBER
SLLLMY Form#edit-&2 41Ta Ised 3S 1 ]5 p Y
OF
UL WELCH I' ,
Pau
I We C
2 1 191 ;1 :2 �CACALLcT�CAI CIVILENGINEERING
1984 S.W. BiLTMURR ST. SUITE 1TE#114
"®4 f� }� r �Ot.
PORT ST.LUCIE,FL 34.984
PHONE -9888 E-MAIL PWEL
(772)785 L.COM 7
PAUL WELCH,P.E.FLA REG NO.29945
-_-__._ .......