HomeMy WebLinkAboutPLANx
Improvement;"Plan For
Con5UClo Zavala
Fort Pierce, FLORIDA
LOCATION MAP
WINPOW & P00k �rILJUI.�
V Wi N FraLct Condition Wind Pm%res ( P5F) N,O,Aa fL Glass PO4 Openinq
Id Fidd Approved Marufadurer Pro&& Approval Type W x N OnautfGl Mew OF Attachnerk
DI Door New 44/ -47,9 70/ -60 Jddwen FLIII56,2 Glazed 58.5" x SI.75" I fG ITW fapccn Flat Head, Mln, Embechnerit I q', Min. Edge
1715t;- c 2" Max q" Load 6earirq Shims
Scone of Work:
- Remove Ea tiq 56%Wvlw aid Keplace WO Exterior Outswirq Door
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE TH,E RESPONSIBIUTTY OF THE
OONT1#ACTOR OR RECORD
WIND LOA7 COMPLIANCE, tt[ D Zed
Deskp Faaneters and Assumption Used; W-1'
I. Jmisdictlat: City Of Fat pierce V BUILDING DIVI
2. Florida Puildvq Code 2017 (61h) editionwA N/ A emerds aid A5.E 7-10 ST. LUCIE COUNT
3, 13uildlrq Des q Is: En losed: X pa t a ly E osed� : Open Duildirq: _ REVIENIED FOR CO
LIANCE
4. PA Category—J) x lI III — IV Expowre Category psi—C —D REV E
5, Peskin Wind Velatty; 160 MPH ( 5 sec. gust) _A5D _13TD Nhdth of End Z":-<q' ft, PS
� S AN PE M MUST EW EF
5.1. Pa lc Wind Pressure; 6554 psf SITE OR NO INSPECTION() I'`-/}
6, Mean P.00f HeioJnt: N/ A Roof F`ti;& N/ A Fa-apet N/Aft
7, Canpalents & Claddirq Peskin Preswre Used: (F5F, based on ACUA 5F C 50' MF,}f (wasb aso)
Zor;cIN/AZa,e2N/AZme5N/A Zorie4N/AlZaieSN/A Ca"N/A FSf
8. 0e51cp Loads; Flar/ Dead N/ A P5F'Fkor/ Live N/ A P5F, Ralf% Dead N/ A F5F. Ra f/ Lroe N/ A F5F
Da cone N1 / A F`F. Pod N/ A FSF, De k N/ A FSF. Stairs N/ A F5F, Fence N/ A P5F, Radim N/ A FLF
9. 511ea Walls Considered fm 5hcbre? Yes __X_ No (If No, attach explaiatlon)
10. Contimws Load Path prodded? Yes X_ _ No ( if No, attach exple7ohm)
II. Deslgt Sod 6earvq Freswre; N/ A P5f
Soil 6orirg pecphed Yes X No (hazed up n se tkn 1803.2 a aspUm)
MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
5iructrA hA General Notes
- AN Written Dimension On These Drawings fake Precedence Over Scaled Dimensions, DO NOr 5CAI-E MAWiN65. ANY 1915CREPMC E5 %MI9 X
MOUGNf fo ff M516N ENGINEM'5 ATTENTION MOR TO CONTINUING ANY W01d,
- The Catracta, Subcontractor, Supplier, Etc 5MI Verify All Dimensions, Meawremerhs and Condltkm At the Job 51te Plan Aid Specification Prim to Any
Constructiai Work ad Orderirq Matter&
- Cnstauction %dl Fdlow The Florida Nildirq Code (FDO As Ad toted a1 The Camty a Citq In Which The Puildi q Is To De Cantructed WO Al Apply Ue
Mxmdmerks
- The Dutldvq Is Desgned As An Endosed Structure In Acrardaice With Section 6.5,9 ASCE 7-10. This Desgn Assumes That the Exterior Qazinq MeeFh The
FDC 2017 5W.
The Loadirq Are In Accadaue With A%_E 7-IQ And Are To Tie Wtipliecl fay 1he Appropriate Shape Factors
Structural FeaGues Not Detailed On These Plan Wil De Addressed Dy The Engineer As Construction Progresses
Al Windows, Darr, And Other Openlroi, Indudirq Protective Devices Are fo fie Certified Dy Tke 5pecl* Engineer Of The PrAct Maufacb rer
All 5tal4d Lumber Shall fie 5PF, Or 5b d Grade With Mininum Fb-1200 P51 Or Potter
All Lumber In Contract With Ccnaete- Or Masavy Shall 6e Fresare freaked.
50lttirq Or Cracklrq Of 5tructaal Canponentz Due fo Insulation Of Hardware Is Not permitted
Ldae Otherwise Noted, The In UWan Of Specified Hadware Shall Conform To The Maaufacturam Instruction And 5taida-ds
T3earirq Points Of Headers, Girders, And beans Shall Have Vertical Supparts 5ufflclent fo Support Loads Aid Shall De Propedy Anchored For Uplift As Will 13e
noted
- I'm Frame 5egncd fo Masavy 5egnent Canectiens Use Ff Vertical 5eaured fe Masmnt With a" Pia, Lag Screws 1�' Embedment to XM# Cziaete
Min,18" O.C.
- Repair Al Walls In Accada WM Details In This Drawlrq And In Ac daue WM The ApplicaHc Florida Ruildmq Code(0.
EXISTING LINTEL OVER
EX15111J6'MN19OW
E45ING - -
CONCITTE
MOCK WALL 1. r
EX1511\16WINDOW TO _ _ _— GONCgt
PE ITMOVED. MOCK WALL
_ POUGNOPENING -1- r--- -`
58.5" X81.75°
mot- -T.__ _�._ • --, _
-
W PLa GifAll
��FLAf
Iwo(2) 'X
roN
EXI5I%CONC.
✓'FILLEOCK
I r� D MOCK
O
—�.--, ------
At 12" MAX O.C.
t
s
---` --- --=—�I-
DISiMICE2.5'Eva
-I-- -'- -'---1 -- —
Si
FIN15H I
FLOOR
M%NG FOMIZ
PETAIL WI -TYPICAL 190ROPENIN6
v
IN BLOCK WALL 19MI,
SL
SCALE 5161--p-011
NOTE; THE IN5fA lATION OF GLAZING MOTEC11ON PEVICE5 HA5 MEN
CON51MM19 IN THE PE516N 9 THE 5UPPOPf 5VIUCTUP.E
MAfCH EX1511NG
e" C65 WPo.L SCANNED
/
BY
' - , X
iWo(2) &' X2�' FLAP St. Lucie Count
00
F9V fA'C0N Af 12"
MAXO.C.
-x-�
APPROVED %" P.f.
>
'
(�
w000 wDw. o cK
N
c.f.
PUCK & ANCNOf
O
ON 10 W
FLMNG5TMP5
OPENINGPETAI,
N
Z
v
lVii . I.
o
e
Flat, to-hW..
ALL fi\G ACi TO DE WTMN 6"
MEN
FROM MCH COMER AND A5 MAXIMUM OF 1(9"
L
I. 541abre aid seal of desgn Prafe L'd
EE LEN05, 5HIM5 TO ?e
U5ED fo FILL ftE VOID5 Af ALL N\UjOP.AGE p0INf5
0
2, Lode ad ediEkn fa design
�
3, Peskin basic wo-d speed (if apFllralde)
Af MA50l\VY WALL: %6' WCON ANLNOn Th631 WOOD W WITH MIN. p-
4; He* above Ward ( if v;;l kaHe)
PEIEfRATION INfO CONCRETE
1
i.
W
O
V
O
v