HomeMy WebLinkAboutFloor PlanNEW MIN R-19
BLOWN
INSULATION
ATTACH PT 2 x 4 TOP PLATE
TO EXISTING HEADER BEAM —
w/ 1/4" LAG SCREWS m 16" O,C,
MIN EMBED 1 1/2"
1/2' DRYWALL OVER -
2 x 4 STUDS m 16" O.C.
FRAME WALL
w/ MiN. R-II INSULATION
I
EXISTING SLAB / FOUNDATION
EXISTING ROOF
T-I11 5HEATING
(TO MATCH EXISTING)
OVER PAPER BACKED
OVER VAPOR BARRIER
114" TAPCON ANCHORS
m 36" O.C, MAX.
( MAX. 6" FROM CORNERS )
2 x 4 PT SILL PLATE w✓
SIMPSON SP4 6 EACH STUD
TOP 4 BTM,
FRAME 5PF WALL STUDS
m 16 O.C. MAX.
EXISTING
FINISH ELEV.
TYPICAL FRAME -IN FOR PORCH WALL SECTION
NTS
CONCRETE REPAIR FOR PLUMBING
1. REMOVE DELAMINATED OR OTHERWISE UNSOUND CONCRETE, FROM AREA
TO BE PATCHED, SAW CUT AS NECESSARY TO PREPARE AFFECTED AREA.
2, DO NOT CUT REINFORCING STEEL, IF REINFORCING STEEL 15 REVEALED
REMOVAL SHALL CONTINUE UNTiL 4" OF REINFORCING STEEL 15 REVEALED.
3. REMOVE CONCRETE AROUND REINFORCING STEEL APPROX. i" AROUND
TO ALLOW NEW CONCRETE TO SURROUND REINFORCING STEEL.
4. COAT REINFORCING;. STEEL WITH SIKA ARMATEC 110 OR EQUAL.
5. EXISTING CONCRETE SHOULD BE PREPARED W/ A BONDING AGENT FOR PATCH,
6, POUR BACK REPAIR AREA WITH A CONCRETE MIX WITH A MIN F-C = 4000 PSI,
MIX SHOULD INCLUDE A CORROSION INHIBITOR ADMIXTURE-
1. A FORM MAY BE USED TO ALLOW FOR A PROPER EDGE 4 PROPER DRYING
IN PLACE OF PATCH.
FRONT ELEVATION
SCALE: 1/4" - 1'-0"
FLOOR PLAN
SCALE: 114' = 1'-0"
REMODELING, ADDITION, ALTERATION, AND GENERAL NOTES
CONSTRUCTION TO FOLLOW 2020 'ITH EDITION FLORIDA BUILDING CODE 4 ALL AMENDMENTS
1. Cortractor to verify all dimensions prior 5. Do not scale drawings, if there are written S. No egress from a bedroom or sleeping area
to the commencement of construction, dimensions to take precedence. Dimensions has been compromised by this enclosure.
2. Determine the existence of any underground and construction details may vary due to
tanks, drain fields, wiring, plumbing, piping, etc. substitution, field conditions, construction
and stow for same during construction, technique: or other variables.
3. Verify adequacy of existing electrical service 6, These drawings are not intended to cover all
and wiring capacity. Upgrade and sub -panel as conditions. Field decisions may need to be NOTICE:
required. Relocate any tv, phone cable, made by Contractor. If this situation arises, please It is important that the Client and Contractor examine the
thermostat, fans, chimes, outlets, switches, contact Engineer of Record, drawings and documentation In detail. It shall be the final
smoke detectors, fixtures, etc. as may be Contractor shall allow for minor adjustments. responsibility of the Contractor to review and double check
required, 1. Certain assumptions have been made using the the plans for accuracy arol compliance with regulatory
agencies. It is customary 4. All woad members exposed to weather or to best Judgement and experience of the design a g y and ordinary not to include details
contact concrete and/or masonry shall be team. No demolition has been undertaken by well within the knowledge of licensed Contractor. If
pressure treated, necessary, further clarification of these plans should be
p the designer to verPf the conditions and
y achieved before signing the construction contract and
construction teohlnicpLee employed in the obtaining a building permit, otherwise the Contractor assumes
existing structure. The contractor shall verify responsibility for the construction in question. Methods of
actual conditions prior to undertaking construction shall be determined by the Contractor.
construction.
ELECTRICAL NOTES
I. ALL ELECTRICAL WORK SHALL BE DONE
IN ACI�ORDANGE WiTH THE 2011 NATIONAL
ELECTRIC CODE 4 CONFORM WiTH THE FBC
4 ALL LOCAL CODES,
2: ALL ELECTRIC COMPONENTS SHALL BE TIED
TO EX15TING ELECTRIC 200 AMP 5ERVICE
4 PANEL SPARES
3: ENGINEER OF RECORD NOT RESPONSIBLE
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REMOVE EXISTING
SCREENROOM
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PLUMBING
RISER DIAGRAM
ALL PLUMBING TO FOLLOW
REQUIREMENTS OF THE FBC 2020
3""
VTR
I
I1�4°
LAV
3"
W.C.
2"
TUB
3"
4""
C.O.
4
TO SEPTIC
OR SEWER
2020 1TH EDITION FBC 4 AMENDMENTS
BASIC WIND SPEED 160 MPH ULT - 3 SEC GUST
RI5K CATEGORY 1.0
BUILDING: CATEGORY ENCLOSED
EXPOSURE CATEGORY B
WIND DESIGN PRESSURES
WALL / DOOR / COMPONENTS - +34.3 / -39.8
PT2x4
TOP PLATE
CONNECT NEW
FRAME WALL
w/ 1/4" LAG SCREWS
TO WOOD OR
1/4" TAPCON ANCHC
TO CONC, - 4" FR"
ENDS 4 16"' O,C, i`"A;
TG EXISTINC"s STRUG'
2x4SPFST
m 16" O.C.
FRAME WALL
EXISTING
FRAME CON5TRUC
2x4PT
BILL PLATE
FRAME WALL INFILL TO EXISTING: STRUCTURE
ATTACHMENT DETAIL NTS
RIGHT E�CYA I IVN
SCALE: 1/4" = 1'-0"
STRUCTURAL NOTES
1. ALL LUMBER IN CONTACT. WITH CONCRETE - OR
MASONRY WILL BE PRESSURE TREATED.
2, ALL STANDARD LUMBER SHALL BE SPF 03, HEM FUR 03 OF
STUD GRADE: WITH A MINIMUM FB = 1200 PSI OR BETTER
3. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS
DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
4. UNLESS OTHERWISE NOTED, THE INSTALLATION OF
SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURERS INSTRUCTIONS AMC) STANDARD PRACTICE.
5. UNLESS OTHERWISE NOTED FOR EXTERIOR -WALLS,
EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL
IS TO BE NAILED WITH BD RINGSHANK OR BETTER NAILS
(IOD NAILS WHEN W SHEATHING IS USED) 6" O.C.
EDGES AND S" O,C, ON FIELD, OR SCREWED WITH DRYWALL
SCREWS 1V2 INCHES LONG AMC) 0.131 INCHES DIAMETER
FOR,CH ENCLOSURE
ALTERATION -LEVEL II
ENCLOSE EXISTING
COVERED PORCH
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
PROD. DESIGN
PRODUCT
MANUF,
MC)DEL "
APPROVAL
PRESSURES
SH WINDOW
ALENCO
3753 FL
FL 10788.1
+35 / -47.2
ALUM sH
PSF
" EASTERN
SHUTTER
METALS
GALV. STEEL
FL 11864 2
+/- 55 PSF
SUPPLY
24 GAUGE
•• A FLORIDA PRODUCT APPROVED HURRICANE SHUTTER OF EQUAL OR BETTER QUALITY MAY BE USED IN PLACE
OF THIS SHUTTER. THE FLORIDA PRODUCT APPROVAL MUST BE PRESENTED FOR CONFIRMATION UPON INSPECTION.
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,
AND HAVE APPROVED THEIR USE iN THE STRUCTURE TO
PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
RECEIVED
FORCES SPECIFIED BY THE CURRE'J CODE PROVISIONS,
FEB 26 2021
AS SiGNER 4 DATED BELOW.
raermRdng DuPartment
.St. Luclz County
FDOH in St. Lucie County
Environmental Health
Septic Sygtem Appears Adequate
For Proposed Construction jjj / 2IN16y
This Approval Does Not Guarantee
Perfo nance of the stem
Reviewer: Y .�
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e Copyright 2021
ROBERSON
DESIGN GROUP
rill rights reserved.
REVISION DATE
2-21-21
JOB • 21025W
DATE : 2/19/21
DRAWN BY SR
SHEET
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