HomeMy WebLinkAboutConstruction PlansThis auumne hm ban dam ad m aamrdana wadi the g �- ® . nefD owing e201]F uu Buildin Cade,
% with E176 ii esidmtial, Cad,S3,Sa6on-Bul.1. ]fiefollowing o bad remora, Sap¢,m60andA
with 201] Florida d in ffie Cade, adieEdirion-Building Chapter 16, Swcuual Dmigq Secdw 1609 mW ASCE
7-10 were employM in the design tithe sDuroae
Ulrinate DeidpW dSpeed(Vnh): 150WH(3Semnd Gat)
Nomirml Deign Wind Speed (Vasd): 116 N1PH (35emrW Gat)
Bilk Category. I
wani Exposure Category. B
Appkaablelntiorud Pressine Caeffiaent N-000(Caryort)
Desip Presswe for Exterior Comlamus & Cladding
• WaLLs= MA
•Roof= 15.01,SF
APPlimblelmemel Presswe Cadfioent +1-019(Utdity Shed)
Design Prmsure for Eztedor Componerm & Cladding
• Walla =+20V-25.0 PSF
•Roof= +7.8/-24.0PSF
n
A
M tonal Use W05A-T61 Alloy
2' x 3' x 0045' Hollow
2' x 5° x 0.050' Patio
3'x 3'x00w'Pou
3' x 0.024' x 1-Lb EPS Panel
2° x 4' H2 Spruce Lumber
2" x 4- RT, Lumber
t�
T
12'-0"
T19'4'
,ims,
�
12'-0"
13'-0"
I2' x 36' Carport with 12' x 8' Utility Shed
4-
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A
B, < . �.. .
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a
36'-0"
Foundation Plan
Carpon
�2-x5-Patio 3'x3'PoataYP.)
46'-0"
Plan Hew
3'Compmim Rmf(IVP.)
UNliry Shed
/-2-x5'Patio(IYP.) Dtili.3lmd
2x3 B.B.
3'x3-A.—
i / /
%% /f1 /���
Pau gyp.)/�j/
Td'
sm
/
36'-0"
Front Elevation
8,_0n
WINDLOADSOND WOROPENINGS
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9'_4"
4--1
1�
Z�S - C27�5
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B®CC
5 (z2 I so
SCALE: 1/4" = 2'
r`
4" Concrete Stab with Turndown
Grade Footer w/ 2,500 PSI Concrete %/// 4" Concrete Slab with Turndown
(TYP_) Footer w/ 2,500 PSI Concrete x 4 92 Spruce Studs 0 16' O.C. (MAX.)
(TYP') 7/16' O.S.B. CIYP.
6" a Sn (MIN.) a
(��) vi ISidin � � (V
m BOvP.
(MIN) S~� (1) #5 Bar Continuous :3- m
- w/ 25" (MIN.) Lap (TYP.) Co.& (TYP. x 4 P.T. Bottom Plate
Section B-B lz c k W.
8-� (1) #5 Bar Continuous
Section A A W/ 25" (MIN.) Overlap mm+.r U C7
Notes: Notes:
I. There shall be no debris or roots within the foundation. 1. There shall be no debris or roots within the foundation. H Concrete Found an CrYP.) °i c; O
2. The foundation shall be a minimum of 2,500 p.s.i. concrete 2. The foundation shall be a minimum of 2,500 p.s.i. concrete
Over 6-Mil. Vapor Barrier On Clean, Well Over 6-Mil. Vapor Barrier On Clean, Well a
Compacted Termite Treated Soil. Compacted Soil. Partial WQII Section
3.2,000 P.S.F. (MIN.) Soil Bearing. 3. 2,000 P.S.F. (MIN.) Soil Bearing.
ti
� C
3-x3- Aluminum Peg(TYP.) -4)
4;Attach Channel m Exish Wood FactorySim
Beam Using (1) 912 Woad Screw with 1-12" (Mm J (4) #10 x 12° B.M.S. (MMJ bA O
Thread Penetration Q 8.O C. (MAX)CM.)oi — Fach Side If U• Channel
11
Basting Site Hearn (TYP. 2° • 5" Patio (MIN.) Thread Peneb Lion �, M M
N
Through'U' Channel law O a b
3' Composite Panel(TYP.) Aluminum Base Plate wood Santa
(1)3/8"x 4' Corrosive Resistive 125°'(M@t)Thtd..
0 pp
Thm-Bolts w/Nuts@Washos _ O In r)
(TYPJ • U C
• � � on0
ti
each Composite Panel m Chmmel Using - - (2)1/4•Tapmn w/1.75°(MIND ® Double2-x4'Wood Smds
Embedment into Solid AlmNnun'U°Chan.
(1) #10 z 12' S.M.S. Screws Q 8' O.C. (MnxJ Co..ete w/ 2.5" (MIN.)Edge
Top & Battam (TYPJ Concrete Fowdativv
3' Aluminum Chmmel (TYP. (IYP.) Distance (TYP.J �
Roofto Host Caulk Exposed S.AsNecesss,
Post to Base Connection Beam to Studs =
REVIEWED FOR
CODE COMPLIANCE
A
ROCC
°w
Aluminum FlmrdnB Member (TypJ (,Q
B®® 3' Composite Pmiel (TYPJ dS
U
a
CKa.
Attach Composite Panel m Alwninu���^^^''''''��� �
Fanning Mavbv Using (t)1/4'x4'
3' z 3' Aluminum Post (TYP.)Knee Brace to Benin Using 11-1/4° Fender Wash. (a} e' O.C. \\\1` o W
•H' Channel w/ (3) #10 x 12° S.D.S. (MAX.) frYP") @ rcoo
-
Top & Bottom on Both Sides (MIN)(TYP) Caulk All Expose- Screws _ b p
NOTE:
or
3' Composite Panel (TYP.) (3) 3M' x4" Corrosive Resistive
2'-0'(MPI.)(TYP.) S1deNotchhAcceptable Thm-Boltsw/Nms&Washers
(Typ)3' x 3' Aluminum Past (TYP.) 2°x5°Patio(TYP.)Roofto Edee Beam DATE:
Using 3/3/20
U° Chmmd w/ (3)3) #1 12' S.D.S.
IntoKamas ep n e Both Sides x(h NOWi rota Post to Beam Connection - Center Notch
PAGE:
Knee Brace to Post/Beam r
Scale: IKT.S 2 Ol 3
Simpson8P1
Smd Fill All b
Concrete Faundation(T__,
FronflRear Wood Frame WaU
DBL. 2x4 #2 Spmce
Lumber Top Plate
imps. SP2 Smd Plate 75e Q Every
Stud Fill All Holes w/ I Od Nails
Q 16' O.C. (MAX.)
nm Plan
42 Spmce Surds Q 16' O.C. (MAX.)
T. Banana Plate
Wood Frame Walls To Slab
#2 Sp.. 2• x4" Tap Plate (TYP.)
2 x4 92 Spmce
Lumbe Top Plaza
2 x4 92 Spmce Surds Q I O.C. (MAX.)
Attached to Top & Bonne Plate w/
(2) Itid Nails(rYP.)
Side(s) Wood Frame Wall
DBL. 92 Spmce 2• x4"Top Plate CM.)
NOTE:
1.) Attach 7/16' O.S.H. exterior sheathing w/ 8d
nails @ 4° O.C. edges & 8" field.
2.) Vinyl siding shall be installed per the manufwunne;
specifications.
I) All doors & windmvs shall be installed per the mmufaz
specifications.
4.) Stmcwse shall ansch to existing host amebae using (1) 1
common whe nail (a} 8° O.C. (MAX)
Attach Roofm Wand Tap Plate Using:
(1) 914 Wood S. w/ 2' (MIN.)
Thmeadpenetration with 1-1/4'Aluminunm
Pan Washer(a) 8. O.C. (MAXJ (1'M
Caulk All Exposed Screws
DBL. 2x492 Spmce--' I 2x 402 Spmce Studs @WO" C.(MAX)
Roof To Wall - Wood
Product Approval Data
Roduct
Manufhat
Product Anomval Number
(2)2'z4'#25pmceHeader
(2)2'x4'42Spmce Heads
Windows
Ply Csem
FL14039-R3
Simpmn LSTA15(TYP.)
Simpson LSTA15 (fYP.)
Swing Type Dooms
Jeld -Wen
FL13540-R6
Hurricane Protecton
RPBIdg Product
FL12201-R4
(2)#2S pmce Sill Plates Fastened
P(l)JkSmd(IYP.)
()-IGng Smd (fYP.)
Doo<
(I)-I4ng Smd (TYP)
Roofing Material
45easov
FL2291-RIO
Each End Using(2) 16d Nails(TYP.)
N
q0%i^
(I)JaclrSmd (rYP)
Simpson 113 Surds
Simpson H3 Surds
t0Bottom Plata"
toBanom Plam(TYPJ
�2'zd'P.T. ___
r2•x4°P.T.
Window Framine Derails
SCALE: RT S.
Door Framine Details
SCALE: N.T.S.
ALL Product Approval Data is
FOR INFORMATION ONLY
Seale: ME&