HomeMy WebLinkAboutBuilding PlansST LUCIE BLVD
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LOCATION MAP
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SCREW ANCHOR
STUCCO
EXTERIOR FRAME WALL
EXTERIOR
DRYWALL
CONTINOUS CAULKING
/4- SHIM
WINDOW
ANCHOR THROUGH FIN
FRAME
SUBSTRATA —e.T. SDDTHERN NNE(S W)
Mln. EMBEDMENT — 1_3/�2'
Mln. EDGE MSTANCE i
Max D.C. DISTANCE — 1T-e/1e• a Hw /91
6
20' .mob.
M. CORNER DISTANCE - 8-1/2•
WINDOW
FRAME
SILL
STUCCO
L1/4- SHIM
DRYWALL
SCREW ANCHOR
EXTERIOR FRAME WALL
SECTION
SINGLE HUNG RMEll
4060 Single Hung
ASS -Type 1/8 ANNEALED_.TINTED
Wind Pressure +
WIND ZONE 4 PROVIDED /— 43.9 psf
CALCULATED +28.9 psf / —31.5 psf
WINDOW SIZE 48"x 60" BUCK OPENING 47"x 59"
ALL WINDOW FRAMES, SASHES SHALL BE EXTRUDED ALUMINUM 6063—T5 ALLOY
PROVIDE APPROVED TYPE STORM PANEL PROTECTION FOR ALL WINDOWS (NEW)
Existing Mono Slope Roof
Overhang
'sTU PLATE TIE
( RSP4
TOP of WINDOW
5/8" CD PLYWOOD SHEATHING
SECURED TO 2x4 WOOD STUDS
TOP AND BOTTOM PLATES AND
EXISTING WOOD BEAM
SMALL DIAMOND MESH LATH
PAPER BACKED
STUCCO FINISH
CONTINOUS CAULK
PERIMETER
i0
Grade / Con
Existing Roof Joists
Existing Wood Beam
Existing Pipe Column
supporting Existing wood beam
TO REMAIN
NON BEARING
Existing FRAME WALL PORTION
AREA TO BE REPLACED
2x4 WOOD TOP PLATE
SECURE TO EXISTING WOOD BEAM
16d NAILS ® 12" o.c.
—R-11 INSULATION 2x4 TREATED WOOD BASE PLATE
FIBERGLASS BATT 3-1/2" CAVITY r-11 SECURE TO CONCRETE w/
TAPCON SCREWS 1/4" x 1-1/2" EMBED
SPACED 16" D.C. " FROM ENDS
SIMPSON
STUD PLATE TIE (RSP4 )
DO (EACH SIDE 1/2" NAIL PLATE/STUD
2x4 WOOD STUDS
SPACED 0 16" O.C.
2x4 WOOD BASE PLATE
Existing
STUD PLATE TIE Finish Floor Elevation
(RSP4 ) 4
.'Existing CONCRETE SLAB . '4r `i� "
e'. •d
SECTION S-1 sc 3/4" = 1'- 0"
THESE DOCUMENTS HAVE BEEN PREPARED ACCORDING TO THE FOLLOWING REQUIREMENTS-
FLORIDA BUILDING CODE 6th EDITION 2017. ASCE 7-10 160 MPH CATEGORY "C"
FBC EXISTING BUILDINGS
BS 606.2
BS; 606.2.1 REPAIRS FOR LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE
RESTORED TO THEIR PREDAMAGED CONDITION)
- CONTRACTOR AND SUB CONTRACTORS SHALL VISIT SITE AND VERIFY ALL
CONDITIONS BEFORE PROCEEDING WITH ANY COMMENCEMENT OF WORK OR
ANY MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEERS OF ANY
ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT OF PROJECT.
- ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED OR OTHERWISE
PROTECTED WITH TYPE 30 FELT MEMBRANE BARRIER.
\ I - WOOD GRADE FOR STUDS AND TOP PLATES SHALL BE SOUTHERN PINE - STANDARD
GRADE. BASE PLATES SHALL BE No. 2 SOUTHERN PINE TREATED SURFACE DRY
USED AT MAX. 19% MOISTURE CONTENT.
- STRUCTURAL GRADE LUMBER SHALL BE MIN. Fb = 1,200 PSI UNLESS OTHERWISE SPECIFIED.
NAILS FOR -
STUD TO STUD PLATE - (2) 16d
STUD TO SOLE PLATE / TOE NAIL- (2) 8d
DOUBLE TOP PLATE- (2) 16d NAIL ® 12"o.c.
- TOP PLATES IN BEARING WALLS SHALL BE DOUBLED AND LAPPED AT INTERSECTION
OF WALLS AND PARTITIONS.
JOINTS SHALL BE LAPPED NOT LESS THAN (4) FEET
- CORNER OF STUD WALLS SHALL BE FRAMED SOLID BY NOT LESS THAN 3 STUDS WITH
16d NAILS ® 12" o.c.. CORNER STUD SECURED TO (3) MEMBER STUDS (2) 16d NAILS ® 6"o.c..
T TOP PLATES IN NON -BEARING PARTITIONS SHALL BE SINGLE
- SOLE PLATES IN NON -BEARING PARTITIONS SECURE TO CONCRETE SLAB WITH
TAPCON FASTENER 1/4"x 1-1/2" EMBED or
HILTI POWDER ACTUATED FASTENER PIN DIN 72 P08 x 0.145 SHANK Dia.
- WHERE VERTICAL PIPES POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE
1"x 1/8" SHALL BE PLACED EACH SIDE OF WOOD PLATE ACROSS THE OPENING 6" PAST
AND NAILED WITH (2) 16d ad 8d COMMON NAILS AT EACH END.
— — I - HEADERS OR LINTELS OVER STUD WALL OPENINGS SHALL BEAR NOT LESS THAN (3) 2x
J JACK STUDS or HANGER SECURED TO NOT LESS THAN (3) KING STUDS.
- PLYWOOD SHEATHING - 5/8" CD
FASTENERS- NAILS (8d ) COMMON, SPACED ® (6") ON CENTER OVER ALL SUPPORTS
AND BLOCKING UNLESS SPECIFIED OTHERWISE
- WALLBOARD SHALL BE ASTM C36-85 REGULAR 1/2" / ASTM C36-85 TYPE "X" FIRE RATED /
ASTM C117 (MOISTURE RESISTANT) UNLESS SPECIFIED OTHERWISE.
—JOINT TREATMENT SHALL BE COMPOUND AND TAPE (READY MIX) ASTM C475-88
CORNER BEAD ASTM C1047-85
PANEL ADHESIVE SHALL BE STA-STUCK SS-200, ASTM C-557-73
- PROVIDE MIN. 1/2" AIR GAP BETWEEN FLOOR AND WALLBOARD BOTTOM
- ATTACHMENTS FOR WALLBOARD TO SUPPORTS SHALL BE -
METAL STUDS- TYPE W 1-1/4" DRYWALL SCREWS SPACED ® 12"o.c.
WOOD STUDS & FURRING- NAILS GWB-54 ANNUAL RING 1/4" HEAD, .098 Dia SHANK
ATTACHMENT SPACING / CEILING- 7" o.c. / WALLS- 8" o.c.
WIRE LATH- SMALL DIAMOND LATH PAPER BACKED
OVERLAP EDGES ONE (1") ATTACHMENTS FOR SECURING LATH
TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6" APART AND SIDE LAPS
SHALL BE SECURED TO SUPPORTS AND TIED BETWEEN SUPPORTS AT NOT TO
EXCEED 9" INTERVALS. ATTACHMENTS TO CEILING SUPPORTS SHALL BE No. 11 go x 1"
LONG WITH 3/8" Dia. HEAD
PROVIDE TYPE 30 ROOF FELT BETWEEN ALL WOOD AND LATH
.STUCCO
- ASTM C926 / (1) PART PORTLAND CEMENT TO A MAX. 2-1/2 PARTS SAND BY VOLUME
( MIXED PROPORTION)
- RIB LATH- (3) COAT APPLICATION / Min. 1/2" THICKNESS
- PLASTIC PC COMPONENTS- PVC ACCESSORIES & PLASTIC LATH
FIBERGLASS BATT 3-1/2" CAVITY r-11
SCOPE OF WORK
REPi_ACE EXTERIOR FRAME WALL PORTION DAMAGED AND WINDOW
FBC EXISTING BUILDINGS
((BS 606.2
(BS 606.2.1 REPAIRS FOR LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE
((RESTORED TO THEIR PREDAMAGED CONDITION)
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wood beam Existing Cam., V
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Existing New V AFZO'�
Window Window
4060 3H ----
4'-11"
Existing FRAME WALL PORTION
AREA TO BE REPLACED
RE EWED 0
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FLOOR PLAN sc 1/4"= 1'-0" CODE COMPLIA E
ST. LUCIE COUNTY
BOCC
FRONT ELEVATION Sc 'i 4"= 1'-0"
SOUTH
Drip Edge
Fascia
U61TOM of EXISTING WOOD BEAM
II r—I I —I II
Elevation
FILE COP`
Date 3/16/2020
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