HomeMy WebLinkAboutS55/8 X 6 1/2
TITEN HD
M.GAL - 6"
FROM
ENDS &
24" O.C.
TIE DOWNS / HANGERS
PER TRUSS LAYOUT
2X10 PT TIE BEAM (4) #51' - 0"2"2"MIN
1 1/2"
CMU
First Floor
0"
Entry
18' -11"
F3
2' - 0"11' - 7"7' - 8"4'0" 8F8-0B/0T
PRE STRESSED LINTEL
W/(1) #5 3000# PUMP MIX
8 X 12 FORMED TIE BEAM
WITH (4) #5 CONT.1' - 0"First Floor
0"
Rear Porch
15' -1"
F2 3' - 0"12' - 5"2' - 0"FORMED & POURED
BEAM
W/(2)#5 TOP, (2) #5
MID, (2)#5 BTM &
WIRE TIES/
STIRRUPS 12" O.C.
3000# PUMP MIX
CEMENT
MIN. 5/8" TWO COAT
DECORATIVE STUCCO
FINISH
2" X 8" HEMP FIR
FASCIA, 1" X 2" PT
UNDER DRIP EDGE
W/FLAT STUCCO
SOFFITS OVER HIGH
RIB LATH
METAL ROOF (APPLY PER
PRODUCT APPROVAL PAGES
OVER 19/32" CDX PLYWOOD, ON
PRE-ENG. TRUSSES AT 24"c.c.
1/2" DRYWALL
8" X 12" POURED
CONCRETE
TIE BEAM WITH (4) #5
CONT., LAP 48 DIA. MIN.
OR AS NOTED ON
FLOOR PLAN
8" X 16" CONC.
BLOCK WITH #5
VERT. DOWEL IN
CONC. FILLED
CELLS AS PER
PLAN
1" X 2" P.T.
FURRING ON
3/4" R5 RIGID
INSULATION
1/2"
DRYWALL 10'0" FROM FINISHED FLOORREFER TO
ELEVATIONS
4" SLAB 3000#
FIBERMESH
CLEAN COMPACTED FILL4"SEE PAGE S-6
S P R A Y E D O P E N C E L L F O A M5 1/2
12
REFER TO FOOTER LEGEND
REFER TO ROOFING NOTES
FOR TYPICAL WALL SECTION
WIRE LATH WITH
DECORATIVE STUCCO
FINISH
8" X 16" CONC. BLOCK
OR OTHER AS
SPECIFIED
TRUSS
BEARING
POURED CONCRETE
BEAM
REFER TO TRUSS
PLAN
A.H.U
.
PRO ENG. TRUSSES
SEE SHOP DRAWINGS
FOR EXACT LOCATION
OF OPTIONAL COFFER
TREADED ROD SUPPORT
FOR A.H.U. FROM PRO.
ENG. TRUSS ABOVE
FASTEN WITH 1/2" WASHER
& NUT
A.H.U. ABOVE
DRAIN PAN
CEILING
GYM.
WALL BOARD
(2) MSTA18
(14) 10d NAILS
SPHx AT EVERY
STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
(2) 2 x
STUDS
2 x PT. PLATE
(2) 2 x
TOP
PLATE
FINISHED
FLOOR
5/8" x 6" EXPANDABLE
REDHEAD BOLTS WITH 1/8"
x 2" HOT DIPPED GALV.
WASHER AT 32" o.c. OR
WEDGE ANCHORS
FRAMING LUMBER
TO BE MIN. 2 x 4
OR AS PER PLAN
EXTERIOR FINISH TO
BE
STUCCO OVER PAPER
BACKED RIB LATH
(2) 2 x 12 HEADER
BOND TOGETHER
WITH 16d AT 6" o.c.
STAGGERED
ATTACH TRUSSES TO TOP
PLATE AS PER CONNECTOR
SCHDLE
FOR EXTERIOR WALL
APPLICATION PROVIDE 1/2"
C.D.X PLYWOOD ON OUTSIDE
FACE OF STUDS, FASTEN PER
STRUCTURAL NOTES
BTM. OF FTNG.
SPHx 16" o.c.
2" X (x)" P.T. STUD ATTACHED
TO
8" C.M.U. WITH 1/4"X3 1/4"
TAPCON AT 24" o.c.
8" C.M.U. WALL
CONCRETE FILLED
CELL
5/8" X 6" EXPANEDED REDHED
BOLTS WITH 1/8" X 2" WASHER
AT 32" o.c.
2" X 4" P.T.
PLATE
2" X (x)" STUDS 16"
o.c.
TOP PLATE (2) 2" X
(x)"
SPH4 AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
FOR AN EXTERIOR WALL
APPLICATION PRIVIDE
1/2" C.D.X. PLYWOOD
ON OUTSIDE FACE OF
STUDS & FASTEN AS
PER STRUCTURAL NOTES
2"X (x)" P.T. PLATE
FASTENED TO TIE BEAM
WITH (3) 5/8" X 6"
EXPANEDED REDHEAD
BOLTS WITH 1/8" X 2"
WASHER AT 32" o.c. OR
1/2" WEDGE ANCHORS
2" X (x)" STUDS 24"
o.c.
TOP PLATE
(2) 2"X (x)"
SPX AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
2" X STUDS 16" o.c.
TOP PLATE(2)
2"X
SPX AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
KNEE WALL LUMBER SIZE NEEDS TO BE EQUAL TO
WALL SIZE AS NOTED ON TRUSS LAYOUT OR AS
SPECIFIED
(2) 2 X
PLATE
SPX AT EVERY STUD
WITH (6) 10d NAILS
LSTA 24 AT 16"c.c FILL
HOLES WITH 10d NAILS
1 x PT
WOOD
BUCK
1/4" ELCO
TAPCON
REQUIRED MIN.
1 1/4" CONC.
EMBED.
TYPICAL HEAD ANCHORAGE USING A 1x PT WOOD BUCK
1 x PT WOOD
BUCK
TYPICAL JAMB ANCHORAGE USING A 1x PT WOOD BUCK
1/4" ELCO
TAPCON
REQUIRED MIN.
1 1/4" CONC.
EMBED.
2 x PT WOOD BUCK
TYPICAL SILL ANCHORAGE USING A 2 x PT WOOD BUCK
1/4" ELCO
TAPCON
REQUIRED MIN. 1
1/4" CONC.
EMBED.
90 DEGREE HOOKS
48 DIA OVERLAP MIN.
SOLID POURED CELLS
WITH (1)#5 CONTINUOUS
REBAR FROM BEAM TO
FOOTING
FOR HORIZ. TIE BEAM STEEL
REQUIREMENTS, SEE TYP.
WALL SECTION
First Floor
0"
Foundation
-1' -6"
Main Roof
12' -1"
Main Roof 2
13' -7"
CA 2660-2
2
PW 2620-2
3 3' - 3 1/2"POURED IN
PLACE BEAM
3000# PUMP
MIX W/(6)#5
8"POURED IN
PLACE SILL
3000# PUMP
MIX W/(1)#5
TYP.
First Floor
0"
Main Roof
12' -1"
Rear Porch
15' -1"
Bedrooms Roof
10' -1"3' - 10"1' - 2"10' - 5"8 X 12 FORMED TIE
BEAM 3000# PUMP MIX
W/(4) #5 CONT.
8 X 14 FORMED TIE
BEAM 3000# PUMP MIX
W/(4) #5 CONT.
CMU
First Floor
0"
Main Roof
12' -1"
Rear Porch
15' -1"
Bedrooms Roof
10' -1"
48" LINTEL 8U8-0B/0T
CMU
8 X 12 FORMED TIE BEAM 3000#
PUMP MIX W/(4) #5 CONT.
8 X 12 FORMED TIE BEAM 3000#
PUMP MIX W/(4) #5 CONT.
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C._________________________________ ___________________________________CLIENT'S APPROVAL DATE CLIENT'S APPROVAL DATEAs indicated
12/22/2020 11:47:21
AM
S-5xxxx Noble Oaks LanePort Saint Lucie, FL 34981Al & Maria Pereira1 1/2" = 1'-0"1 Ledger & Beam Detail
1/4" = 1'-0"6 Front Entry Right Side
1/4" = 1'-0"7 Rear Raised Porch Beam
1/2" = 1'-0"15
TYPICAL WALL SECTION DETAIL
STUCCO (N.T.S.)
1/2" = 1'-0"12
PORCH & ENTRY CEILING - POURED
BEAM DETAIL (N.T.S.)
1 : 202
SUSPENDED AIR HANDLER DETAIL
(N.T.S.)
1/2" = 1'-0"16
TYPICAL HEADER ATTACHMENT DETAIL
(N.T.S.)
1 1/2" = 1'-0"10
WOOD TO MASONRY CONNECTION
DETAIL (N.T.S.)
1/2" = 1'-0"8
KNEE WALL TO MASONRY DETAIL
(N.T.S.)
1/2" = 1'-0"13
KNEE WALL TO STUD WALL DETAIL
(N.T.S.)
3" = 1'-0"3 WINDOW HEAD
3" = 1'-0"4 WINDOW JAMB
3" = 1'-0"5 WINDOW SILL1
1" = 30'-0"11
CHANGE IN BEAM ELEVATION DETAIL
(N.T.S.)
1/2" = 1'-0"17 Office Beam
3/8" = 1'-0"14 Rear Porch Ceiling Height Change
3/8" = 1'-0"9 Rear Porch Small Opening