HomeMy WebLinkAboutREVISION - EXTERIOR WALL ENCLOSURE - 10-30-18Modification FOR
Pam5 201 5 Re5ldence LLC
5t. Lucie County
(Unincorporated)
Parcel: 4425-31 2-0020-000-1
WIN12 I OAn COMPIANC�:
t2esign Parameters and Assumptions Used;
I, Jurisdiction; %Lucie County
2, Florida Puildiriq Code _?O12 ( 6th) Edition with N/A 5uppements and ASCE 1-10
3, Bulldinq 12e5ign 15: Enclosed: X Partially Enclosed; Open Bulldinq:
4, Risk Category,_ I __XJI — III — IV Exposure Category -Y----l3 —C — P
5, t2e5lgn Wind Velocity;_ 170 MPH ( 5-sec, gust) _ A519 J n Width of End Zone;_<h'—ft,
5,1, Ba5ic Wind Pressure; 75.98 psf
6, Mean Roof Height; N/ A P.00f Pitch; N/ A Parapet N/ A ft.
7, Components & Cladding Resign Pressure Used: 5ee Component and Claddinq for Window and Pon 5chedule
8, Porilgn Loads; Floor/ t2ead 25 P5F Floor/ Live 40 P51, Roof/ Pead 10 P5F, goof/ Live 50 PSF
Balcony N/ A P5F, Cock N/ A PSF, t7eck N/ A PSF, Stairs N/ A t'SF, Fence N/ A P5F, fading N/ A PLF
9, Shear Walls Considered for Structure? Yes-77No C if No, attach explanation)
10, Continuos Load Path provided? Yes _X_ No C ifNo, attach explanation)
11. l2ee16in 5oil Pearinq Pressure: N/ A P5F
5011Borinq Required Yes X No C Based upon section 1805,2 exception)
Construction Notes,
Repair Al Walls In Accordance With PdA5 In This Prawinq And In Accordance With the AppllcaHe Florida
Buddinq Codes),
Contractor To Verify All Measurements Prior fo Any Construction Work And Orderinq Materials,
Al Written bimension On these l2rawings Take Precedence Over Scaled Plmension% 170 NOf 5CALE
19RAWIN65, ANY 1215CREPANCIE5 5HOUL12 BE BROUGHT TO THE 12E51GN ENGINEER' 5 ATTENTION
PRIOR TO CONTINUING ANY WORM.
- The Contractor, 5ubconbnactor, Supplier, Etc 5hall Verify Al t21men5io5, Measurements and Conditioi5At The
Job Site Plans And Specifications Prior to Any Construction Work and Orderinq Materials;
5tructural Features Notl2etailed On These Plans Will Be Addressed Py The Englneer A5 Construction
Proc[re55e5
- Repair All Walls In Accordance With Petail5 In This 17rawinq And In Accordance With The Applicalde Florida
Buddinq Code( s)
Repair All Electrical Wirinq, Low Voltage Wiring, HVAC/ 12uct5 And Plumbinq By Qualified Contractor Some
Electrical 5witche5 mid Not Correct fo Any Junction Box Or Outlet But Are Shown For Clarity,
All Structure Concrete, 51ab Footings And Grout Shall Have A Minimum Compressive 5trero Of 5000 P51
At 28 Rays, 5ee Plans For 51ze And 5Leel Requirements,
LOCATION MAP
Scope Of Work
kemove �Xbtincl Window and Fnclose with Concrete Block per drawing and detail
8' �xten5ion Of FMAIncl f lumbinq To f elocate Island 51nk
No �l edrlcal Improvements -�
5P6 At Each Stud on Top And Bottom Plates,
All Holes with ICV Nais
Ex5tinq Concrete Header
I
Existinq CMU
Wall ItAl
Extents Of Openinq
fo lie Pilled
two 211X6" Nnq Stud W/ 2"" XV
Simpson fiten 5crew @ 24" O.C'
W/ 5" Minimum Embedment
Nf VH IUN
2"0" noble Top Plate W/ ?XS" 5impso
Then 5crew @ 16" O.C. W/ 5" Minimum
Embedment -
Existiq Metal Column with 2"x8"
Stud
J� Existing Exterior Wall RECEIVED
--- - - - - - - - — - NT 8--0 20i —
Two 2"0' Kinq Stud W/ (2) 410"
Wood Screws at 12" 0L ST. Lucie County, Permitting
EXI5f1NG FOOTER
WkL PFfA L WI - fWICAL F MING FOP,
�X1511NCAPLOCK W&L OP%INCA
5C&F 3V 811= I' -011
Kiser Plagram Addition
N1'5
2"0' Studs at 12" O,C, 5ee WAII
Petal] 2,
Two 2"x8" Bottom Plate W/ 2"XS"
5impson fiten Screw @ 16" O,C, W/ 5"
Minimum Embedment
NOTCH GREATER THAN 50
PERCENT OF THE PLATE WIDTH
51'6 TOP AND POTTOM
MATE5 IOD ALL HOLE5
PORED HOLE MAX, DIAMETER_
;1511NG 40 PERCENT OF 5TUD DEPTH
IN MIN, TO E126
1 PORED HOLE5 SHALL NOT M LOCATED
IN fHE 5AME CRO55 5ECflON OF CUf
OR NOTCH IN 5f[V
NOTCH MU5T NOf EXCEED
25 PERCENT OF 5W DEPTH
ST. LUCIE COUNTY
BUILDING DIVISIO
REVIEWED
FOR COMP NC
REVIEWED B
DATE -
LA S AND P MIT
MUST BE KEPT JOB OR
NO INSPECTION - ILL BE MADE
Plans to shay:
I, 51gobre and seal of de5icl professional
2. Code and edition for design
5, 12e51gn basic wind speed ( if applicable)
A Height at-- --4 C If icaW
> #
-3z
— =
THESE PLANS AND ALL PROPOSED WORN'
ARE SUBJECT TO ANY COfIRECTIOPIS
REQUIRED BY PlLD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICADLE CODES, ..
TWO 20 fO P PLATE5 a'
16 GAGE AND 1.5 IN, WIM METAL tIE
FASTENE12 ACRO55 AND TO ff PLATE
AT EACH 5112E OF 9K NOTCH WITH
8-I0d NAL5 EACH SIDE
2X 5TUD AT12" O.C. :.
a
RI9 f3ATT WLATION PETWEEN �r
EACH 5Tt1D
Ill 5TWCO OVER 15#FE
IN LT PACKED W1TH
I'�illI 11
111111111111111 EXTERIOR 5HEATHIN6 OVER VAPOR PACER OR
I I I II II HOU5EWRAP OR EQUAL MAT IZX WITH 89 AT 4" O.0 @
ilhlll�i����l
IiIIIIIiIIiIIIIIII E12GE5, 6" O.C. IN FIELD IM
CONCEALED FASTENERS OR ATTACH
ARE THE RESPONSIBILITY OF THE
I
CONTRACTOR OF RECORD
2X PLAT OffOM PE W ill �" CONCRETE WEDGE ANCHOR
WIiH MINIMUM 4" EOWMENTAT16" O.0
4
00
o v Q o
ono
0
- - � GO ONM
IF HOLE 15 PefttN 40 PERCENf AND 60 PERCENf OF Wall beta d 2
5UD DEPTH THEN 5TU1? MUST M DOUPL GTE
THAN TWD SUCCE551VE 5TUD5 ARE D D f '' i
ate,- �,i t