HomeMy WebLinkAboutEXTERIOR WALL ENCLOSURE - 10-16-18Modiflcat�,,11 FOR PlanStashou:
_ I, 51gnature and Seal of design profes51orlal
a m s 2 0 5- Ike s i d e n c e -L_ LC EXISTING bINT�KL FOt �XISiING� - # S-G � 60 6A INTO �XI511NG-- - 2, Code and edltkn for deslan
WINDOW TO Br IYMOWt2
P11LAP, FOOffr W1N 6WMPMENT AND 25" 3 Design ba51c wrid seed
St. Lucie County MUST Use PDXY 4. HeightabovegcunJ(if aCppIfl�icapybletc)aEle)
(Unincorporated)
Parcel: 4425-31 2-0020-000-1
MN12 I.0AL9 COMPLIANCE;
_17esici Parameters and Assumptions Used;
1, Jurl5dictlon: 5t Lucie County - - -
2, Florida C3ulldinq Code 2011( 6th) edition with N/ A 5upplement5 and A5Ce 7-10
5, C3ulldinq t2emcin 15; rnclo5ed; X Partially rndosed: Open Buildlnq:
4, RI5k Cat,-cloq;_J _Ul _ III —IV exposure Category -K-.13 —C __p
5, 19e51gn Wind Velocity: 170 MPH (5 sec, qust) _--A5V -LITP Width of E nci Zone _< q'-A
Solo Ba51c Wind Pre55ure;15,98 p5f
6. Mean goof Helght; N/ A Roof Pitch: N/ A Parapet N/ A ft.
7, Cornponent5 & Claddinq De5ign Pre55ure Used; See Component and Claddinq for Window and Door- 53nedule
8, Resign Loads: Floor/ Dead 25 P51' Floor/ Live 40 P5F, Roof/ l2ead 10 195F, goof/ Live 50 P5F-
r3alconu N/ A P5r, bock N/ A P5F, V,,;k N/ A P5F, 5ta1r5 N/ A P5F, rence N/ A P5f, P, ihng N/ A PLF
9, Shear Wa115 Considered for Structure? Yes 7 — No ( if No, attach explanation)
10, Cortlnuou5 Load Path provided? Yes - No ( if No, attach explanation)
II. De51gn Sod Bearinq Pressure; N/ A P5F
5011 Borinq Requlred Yes X No ( %5ed upon Section 1805,2 exception)
COnStrl lion Notes;
- Kepair All Walls In Accordance With Details In This Drawinq And In Accordance With The Applicable Florida
Buddlrnq Code( 5) ,
- Contractor To Verify All Measurements Prior To Any Con5tructlon Work And Orderinq Materials,
- All Written D1men5ion On These Drawings take Precedence Over 5caled Dimen5lons, DO NOT 5CAl.r
DP.AWING5, ANY D15CMPANCIr5 5HOLLI? BE PROWHf TO THr DESIGN ENGINEER'S ATTENTION
PRIOR TO CONTINUING ANY WORK
- The Contractor-, Subcartracto, Supplier, etc Shall Verify Al Dlmen5lons, Measurements and Condition At The
Job Site Plans And Specification Prior to Any Construction Work and Orderinq Materials,
- Structural Features Not Detailed On These Plan Will Be Addressed By Tine Engineer A5 Construction
Prcgrez5e5
- Repair All Walls In Accordance With Detall5 In This Drawing And In Accordance With T1 c Applicable Florida
Bullcli q Code( 5).
- Repair All electrical Wirinq, Lou Vdtage Wirinq, HVAC/ Ducts And Plumbinq By Qualified Contractor- some
riectrlcal 5wftche5 Did Na Connect To Any Junction Box Or Outlet But Are Shown For Cla-4,
- All Structure Concrete, 51ab Fouting5 And Grout Shall Have A Minimum Cornpre551Ve 51renath Of 5000 P51
At 28 Days. See Plan For 51ze And Steel Reaulremer&,
LOCATION -MAP
Scope Of Work
VemoVe Fxlstinq Window and Enclose with Concrete Clock per drawing and detail
8' Extension Of Ex15tinq Plumbing fo P.elocate Island 5ink
No Electrical Improvements
NY5T1NG WALL -
WX NT5 Or NEW BLOCK
WALL TO Br I,UW
CON(, FILLrD BLOCK
COLUMN WITH # 5 GP.ALT
60 MPAP, INTO UJ51%
FOoiM WITH 6"
rWPM%f, Use PPDXY
AT 24" O,C
- \� rX1511NG FOOfrR
12ETAl1 WI - TYPICAL FLOCK WALL FOk
FX15TINCA OPENING
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSI810 OF THE
CONTRACTOR OF RECORD
5�e CONCPr1i ANCHOR DETAIL l b 1D �3'] �O
ST. LUCIE COUNTY 6
BUILDING DIVISIO
rXI�NG-CONCReTr BOCK WPL - - _ - - _REVIEWED_ -
FOR COMPLI CE
REVIEWED BY
DATE 2.
- CON5f UCT BX8XI6 CONC, BLO K TO PLANS AND PERMI
eNCLO5e121 45T11\16WINDOW 0 eNING MUST BE KEPT ON JO OR
BLOCKING WITH STUCCO OF PX .IOR MQ NIINSPECTION WILL B MADE
PLA5TrR ffflr COAT OVW, BLOCK WITH +-
0,625 INCH THICK FIN15H Or fUfLRr WITH
MAP.eLrCMt FINISH,
INT PIOR WALL TO INCLLVe 2' 6YP5UM
13OAPJ2 FA t02 PrR A5TM C840 w►v1 kSE PLANS AND ALL PROPOSED Wl
FUMNG 5TRIP5 AND a ( MIN.) ft%iY 51Ar V SUBJECT TO ANY CURE-0-1 IONS
REQUIRED [fir FICLA IPJSPECTI OU TN
# 5 GPADe 60 MBAR INTD eX1511NG iVI.AY DE N�'CESSARY II'� ORDER TO
FOOT R WITH 6" rWPWNTANP 25" COMPLYWITH ALLAAPLICA�°I=E 009I
LAP. MU5T Use rPDXY
�xistlnq Wall -�
RECEIVE®
OCT 1.6 tots
Permitting Department
St. Lucie County, FL
3 111 Min,
J511NG # 5 Debar With Min, 6" Penetratlon
6 LINE Into Existing Concrete Plock Wall
With Concrete �poN @ 24" 0,C,
r
FII 11 IUN
I;15er biagram Addition
NT5
New Concrete
Footer
St
6" Min, 611 Min.
PyIp Concrete Anchor netail
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