262 NAUTICAL BLVD - RES18-0408 DRAWINGSEXTERIOR ROOFING MATERIAL
SEE ELEVATIONS FOR TYPE
SEE MFR SPECIFICATIONS FOR
CODE COMPLIANCE AND
INSTALLATION —
1/16" APA RATED SHEATHING,
SEE STRUCTURAL ENGINEERING
PRE -ENG. ROOF TRUSSES
m 24" O.C., PER TRUSS MFR
EAVE DRIP, VALLEY
AND EDGE FL45HING
SHALL BE 26 GA METAL
SEE MFR SPECIFICATIONS
FOR CODE COMPLIANCE
AND INSTALLATION
2x6 FASCIA W/
ALUMINUM WRAP
VINYL SOFFIT
PT_ 2X4 WRAPPED IN ALUMINUM
SEE FLOOR PLAN FOR WINDOUI SIZE
P.T. 2X4 WRAPPED IN ALUMINUM
1/16" APA RATED SHEATHING
W/ LEATHER RESISTANT BARRIE
SEE STRUCTURAL ENGINEERING
SIDING INSTALLED PER MFR
}—SEE—
EI
c
INSULATION FOR
HEATED/COOLED AREAS
(MATCH ENERGY CALC.)
DOUBLE 2X TOP
PLATE S.T.P. -2
WINDOW HEADER
SEE WINDOW MFR SPECIFICATIONS
FOR CODE COMPLIANCE AND
INSTALLATION DATA
INSULATION FOR
HEATED/COOLED AREAS
(MATCH ENERGY C4LCd
2X STUDS ® 16" O.C.
SEE FLOOR PLAN
STARTER STRIP FOR SIDING P.T. 2X BOTTOM PLATE
APPLY A LIGHT COAT OF STUCCO 0'-0" FIN. FLR
TO FILL vOID9 B AND HONEY COMHOUSE
FINISH GRADE - -FTI-
- NOTE: SEE STRUCTURAL
.. - ENGINEERING FOR
FOUNDATION TYPE AND
-- - _- -''-- ----FOOTING SPECIFICATIONS.
FRAME WALL SECTION WITH SIDING SCALE: 3/4" = V-0"
EXISTING
NOTE: PATIO
ENGINEER TO VERIFY INTERIOR ROOF TRUSS EXI'STINC�
BEARING WITH THE ROOF TRUSS ENGINEERING TANK- PATIO
PRODUGED SPEGIFIGALLY FOR THIS PROJEGT. LESS
ENGINEER TO VERIFY INTERIOR/EXTERIOR LOAD H'H'
BEARING PAD SIZES 8 LOCATION. - - -- I I --
RE60145TUGT
> U GLO5ERTY
DEMO KITCHEN WALL
TH
2-771
/
AND MATCH EXISTING
BEAM ABV.
IPA TRY
,L�XI T N6' /
/
/
EXI5TIN6 BEAM
--- --
3'-4" -2..
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5TRUGNRAL GOL
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EXTSTIN6 GL6. TRA N5 ABV.
/
ff
/EEIST NP (2GH. LASE /
CREATE CASED OPENING
WDWS. 2868 BARN
®OR 250b
NEN ENTRY
2-3068
DXISTIrk6
INDIGATES NEW HALLS
® REMODELED AREA5
Floor Plan
Scale: l/4"=1'-0"
_DESK _ BX�IN / EE STI
GREATE NEW FOYER
(+40 SF) UNDER EXISTING / / / / / / ✓ / / /
PORCH ROOF LINE
NEW PAVER WALKWAY
Ub] - Ub]WKtU ULA]]
TEMP - TEMPERED GLASS
SH - SINGLE HUNG
OH - DOUBLE HUNG
HR - HORIZONTAL ROLLER
BP - BYPASS
SPECIALTY WINDOWS/DOORS, FIXED
GLASS WINDOWS, AND TRANSOMS ARE
NOTED ON PLANS. '
FBC-R NOTES
GARAGE:
7. THE DOOR BETWEEN THE GARAGE AND THE
RESIDENCE SHALL BE A 2'8" SELF-CLOSING DOOR
WITH A MINIMUM FIRE RATING OF 20 MINUTES,
2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM
OF 26 GA_ SHEET STEEL.
3. DRYWALL ON THE GARAGE SIDE OF THE WALL
SEPARATING THE GARAGE AND THE RESIDENCE
SHALL BE 1/2" GYPSUM BOARD.
4. DRYWALL ON THE GARAGE CEILING SHALL BE
1/2" GYPSUM BOARD. IF THERE IS A HABITABLE
ROOM ABOVE THE GARAGE. THE GARAGE CEILING
'DRYWALL SHALL BE 5/8' "TYPE X" GYPSUM BOARD
AND ALL SUPPORTING WALLS SHALL HAVE 1/2"
GYPSUM BOARD.
A/ OMPR a OR AND PAD MO LATIN=
THE COMPRESSOR SHALL BE ANCHORED TO PAD
WITH 0.145 DIA. X 1 1/2" LENGTH. MECHANICAL
FASTENERS WITH GASKETED WASHERS (ANCHORS).
FOR UNITS BETWEEN 12" AND 24" INSTALL 2
ANCHORS PER SIDE (8 TOTAL). FOR UNITS
BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER
SIDE (12 TOTAL).
A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FfBERMESH.
'A DOUBLE COMPRESSOR PAD SHALL BE 48'X96"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
VOLUME OF ENCLOSED
CONDITIONED AREA FOR THE BLOWER
DOOR TE5TING.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
- OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
Remodel Plan
Scale: 1/4"=1'-0"
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- drawn by
J.M.B.
E date
JANUARY 25, 2019
job no.
19-110
Sheet no.
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JANUARY 25, 2019
job no.
19-110
Sheet no.
ki
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ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOM5, 5UNROOMS, REGREATION
ROOMS, CLOSETS, HALLWAYS, OR
SIMILAR ROOMS OR AREAS SHALL BE
PROTEGTED BY A LISTED GOMBINATION
TYPE ARG -FAULT GIRGUIT INTERRUPTER
(AFGI) INSTALLED TO PROVIDE
PROTEGTION OF THE BRANGH GIRGUIT.
2) ALL 125 VOLT, SINGLE PHASE, 15 AND
20 AMPERE REGEPTACLES INSTALLED
IN BATHROOMS, GARAGES,
BOATHOUSES, AND GRADE -LEVEL
PORTIONS OF UNFINISHED AGGE55ORY
BUILDINGS USED FOR STORAGE OR
WORK AREAS, OUTDOOR REGEPTAGLES
(MIN. ONE AT FRONT AND BAGK OF
DWELLING, AND ONE LOCATED AT
CONDENSER UNIT), AT OR BELOW
GRADE GRAWL SPAGE5, UNFINISHED
BASEMENTS, KITGHEN GOUNTERTOP
5URFAGE5, OUTLETS WITHIN 6 FEET OF
LAUNDRY, UTILITY, OR NET BAR SINKS,
BALGONY, DECK, OR PORGH (GREATER
THAN 20 5OUARE FEET), SHALL HAVE
GROUND -FAULT GIRGUIT INTERRUPTER
(0 -FC -1) PROTECTION FOR PERSONNEL.
ALL ELECTRIGAL WIRING TO BE IN
AGGORDANCE WITH ARTIGLE 200 OF
NFPA -7OA
4) ELECTRICAL INSTALLATION TO MEET
THE REQUIREMENTS OF CURRENT NEG.
5) 100% OF INTERIOR AND EXTERIOR
PERMANENT LIGHT FIXTURES USE
GFL/LED LAMPS.
61 ALL RECESSED LIGHTS TO BE LED.
EXGEPTION: LOW VOLTAGE LIGHTING
SHALL NOT BE REQUIRED TO UTILIZE
HIGH-EFFIGIENGY LAMPS.
8404.1.1 LIGHTING EQUIPMENT
,'MANDATORY). FUEL GAS LIGHTING
SYSTEMS SHALL NOT HAVE
CONTINUOUSLY BURNING PILOT LIGHTS
4LL SMOKE DETEGTOR5 ARE TO BE
-LARD WIRED AND INTERGONNEGTED.
EXISTING
PATI O
TANK-
-� / ` LE55
5R . (-)-- — i — W.H.
—UPGRADE EXISTING
ELEGTRIGAL AS REO'D.
—RELOCATE EXISTING ELEG,
GABLE, PHONE OUTLETS
AND FIXTURES AS NEEDED
EXISTING
PATI O
tt 22. / / ' / " / / j / /
III IN
OF TH
/PRE-WIRE,_EXI TIN(5
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IN61r, ES,LXlS INO/
WA LS 5 -&JILT
-42" 42"
\ 42"
KP --- / XI IN
\.� &F1
ELECTRICAL LEGEND
Ceiling Mounted Light.
�c
E TI G
®
Recessed Light
I -O
/ / /
®
Wall Hash Recessed
ELECTRICAL LEGEND
Ceiling Mounted Light.
�c
Pull chain Light
®
Recessed Light
I -O
Hall Mounted Light
®
Wall Hash Recessed
Duplex Receptacle
220 V Receptacle
:an
1/2 hot, 1/2 switched
W'.
Hater Proof Receptacle
=EJ
Floor Receptacle
Pre -Wire for Gig. Fm
Sround Fault Interrupt
$
Hall Switch
$i
3 -Way Switch
$o
Dimmer 5witch
N
Telephone Jack
F
Coble Jack
®
Pre -Wire Garage Door. Opener
Light Strip
lectrical Panel
®
Ghime
HE
Door Bell/Garage Door 5w1tch
I -p
Disconnect Switch
®
Electrical Meter
0 S.D.
Smoke Detector
Smoke/carbon Monoxide
®CO
S.D.
Detector
Ceiling Fan
_d
Hall Sconce
000
Chandelier
q IC
Intercom
Spot Light
Flush Mount Light
QO
Fm/Light Combination
Garbage Disposal Motor
-sp
Speaker
(D
unction Box
Track Lighting
fl--o--R
Theatrical 5trip
NOTES:
I. Owner to verify exact location of floor outlets
In field
2. Location of fixtures and/or outlets are suggested
locations and meet most local code requirements.
AdditIOr5 or ad ustments ma be made between
Owner and Bulkier in the field.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
Electrical Fixture Layout
Scale: 1/4"=1'A"
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drawn by
JA4.e.
a date
JANUARY 25, 2019
job no.
19 1l0
Sheet no.
M El
E
DESIGN CRITERIA & LOADS
DESIGN CODE:
2017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED
CODES AND STANDARDS
BASIC WIND SPEED (ASCE 7-10) - 130 MPH
EXPOSURE CATEGORY - B
ROOF LOADING
LOAD TYPE/PLACEMENT ROOF (Cd = 1.0)
TOP CHORD DEAD
7 PSF (SHINGLES)
20 PSF (TILE)
TOP CHORD LIVE
20 PSF
BOTTOM CHORD DEAD
5 PSF
BOTTOM CHORD LIVE
10 PSF
ROOF DEFLECTION CRITERIA
FRAMING TYPE LIVE LOAD TOTAL LOAD
ROOF L/360 L/240
0.75" MAX DEFLECTION UNDER ANY CASE
MAN AND METHODS,
SCOPE OF SERVICE
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIFS-
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT LOADING FROM UPLIFT
LOADS, GRAVITY LOADS, AND SHEAR LOADS FOR THE SPECIFIC C AREA
SHOWN TO THE RIGHT ON K-1 & SK-9,ITEMS NOT DESIGNED INCLUDE,
BUT NOT LIMITED TO, PRE-ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS
CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL
SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/
INSTALLATION OF ALL WATER PROOFING.
IMPORTANT RENOVATION NOTES
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN
INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES.
THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM
INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL
EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW
CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT
EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS.
CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL
MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL''
PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER
SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE
AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND
PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
DRILL 6" AND EPDXY
1-#4x24" HORIZONTAL
DOWEL O 24" OC (TYP)
EXISTING NEW 4" CONCRETE SLAB w/
FIBERMESH 0 1.5 LBS/CU.YD.
OF CONCRETE OR 6x6 W7.4xW1.4
WWF ON 6MIL VAPOR BARRIER
IN PREPARED GRADE.
EXISTING SLAB
ON GRADE
#3 DOWEL BAIR
W/90' HOOK
EPDXIED 6", SPACE
0 32" O.C.
USE RED HEAD EPCON
G5 EPDXY
1 _ NEW SLAB TO EXISTING FOOOTING
SK -1 SCALE: 3/4"=7'-0"
RENOVATION FOUNDATION PLA N
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0.131x3" END NAILS:
(2) @ 2x4,
(3) @ 2x6,
(4) @ 2x8.
FULL HEIGHT ANCHOR
EITHER SIDE OF PLATE -
HEIGHT CHANGE
2z -BLOCKING ONLY
REQUIRED IF SHEARWALL_\
SIMPSON H2.5T OR
LSTA12 STRAP FOLDED
OVER TOP PLATE
FASTEN LOWER STUD
TO TALLER STUD w/
2 -ROWS OF 10d COMS
@ 12" O.C.
3) @ 2x4,
4) @ 2x6,
5) @ 2x8.
PT. SYP#2
SOLE PLATE
TYPICAL HEADER NAILING
0.131X3" TOE NAILS
2X6, 2x8 = (5) NAILS
200, 2x12 = (7) NAILS
9" LVL, 11" LVL = (7) NAIL
14" LVL, 16" LVL = (9) NAILS
SYP#2 D
66"MAX. i TOP PLA
WALL FRAMING AT
PLATE CHANGE CONDITION
BUILDER MAY CHOOSE EITHER THE DROPPED
HEADER CONDITION OR RAISED HEADER CONDITION
TYPICAL WALL ELEVATIONS
WINDOW SILL SCHEDULE
ROUGH
DROPPED HEAD
MINIMUM END
OPENING
OR SILL PLATES
FASTENER EACH END
4 4'-4"
(1)2x4 SPF #2
(4)12d TOE NAILS
< 6'-4"
(2)2x4 OR
(1)2x6 SPF#2
(5)12d TOE NAILS
4 6'-4"
(3)2x4 OR
(3)2x6 SPF#2
(1)A34 + (4)12d TOE NAILS
5 12'-0"(3)2x6
SYP #2
(1)A35 + (4)12d TOE NAILS
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN
WINDOWS IN TWO STORY CLEAR HEIGHT WALLS.
KING & JACK
STUDS SEE PLAN
SYP#2
HEADER,
PER PLAN
TYPICAL DOUBLE TOP
SPLICEPLATE PFASTENALL
TE NAILING,
-0" MIN. SPLICE LENGT
/ (16) 0.131x3" NAILS PLATES
VENLY SPACED 31x3 @ 8" O.C.
SYP#2
HEADER,
PER PLAN 4'-0" IN.
RAISED I
I HEADER +
ARCHED
TRANSOM
OPTION
SEE RIGHT
WIIJDOW SILL SEE
SCHEDULE 3/SK-3
FOR SILL SIZE AND
COPINECTION EACH
END
/ALL FRAMING AT
RAISEI) HEADER CONDITION
Q
OPENING
HEAD OR (SILL,
PLATES SEE
SCHEDULE
UGH OPN'G. SEE
(6)12d TOE NAILS
k
OP & BOT. 2x- SPF 'f&B w/
Al12d @ 8" O.C.
KING & (TYP)
JACKS
POR PLAN SHEATHING
q w v COt`:T. AT
IMPSON LTP4 ON GIRT/VERT
NSIDE FACE, IF NO JOINT.
JACK STUD 2x SPF RIPPED
TO FIT ARCH.
BOX BEAM BETWEEN WINDOWS DEPTH F!EQ'D.
IN TWO STORY FRAMING SECTION A -A
WINDOW HEAD AND SILL FRAMING
(2)12d TOE
NAILS E.E.
(MIN)
FROM SOLE WALL FRAMING AT
PLATE BREAK DROPPED HEADER CONDITION
8CHED TRANSOM OPTION,
x SPF DIAGONAL BLOCKING
ASTENED w/ 3-0.131"x3"
A. END TYPICAL.
;HEATHING MAY EXTEND 2"
'AST BLOCKING- WINDOW
,TTACHMENTS MUST
,NCHOR INTO 2x MATERIAL.
JACK AND
-KING STUDS,
SEE PLAN
SOLE PLATE ANCHOR•
'/z"0 x 6" LG (MIN
3j" EMBED.)
THREADED ROD
ANCHOR DRILLED &
EPDXY w/2'0 x�"
PLATE WASHER,
SEE SCHEDULE BELOW
SOLE PLATE ANCHOR SCHEDULE
M
THREADED EXT. WALL SHEARWALLS
ROD 0 SPACING SPACING
WASHER
SPEC.
EMBEDMENT
DEPTH
EDGE
DISTANCE
DROPPED
40" 16"
2x2x'/a"
3'/2"
1 3/4"
HEADER
48' 1 24'
2x2x'/a",
3'/z"
1 3/4"
MASA
48" 1 24" 1
N/A
SYP#2 HEADER,
N/A
FULL HEIGHT
�o
O
PER PLANS
ANCHOR,
SEE
Q00
ON
�
PLAN
FOR
SIZE
N
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O
AND
LOCATION
0
Z
cc
n
0
p
WINDOW SILL SEE
SCHEDULE 3/SK-3
FOR SILL SIZE AND
CONNECTION EACH
END
z
FROM SOLE WALL FRAMING AT
PLATE BREAK DROPPED HEADER CONDITION
8CHED TRANSOM OPTION,
x SPF DIAGONAL BLOCKING
ASTENED w/ 3-0.131"x3"
A. END TYPICAL.
;HEATHING MAY EXTEND 2"
'AST BLOCKING- WINDOW
,TTACHMENTS MUST
,NCHOR INTO 2x MATERIAL.
JACK AND
-KING STUDS,
SEE PLAN
SOLE PLATE ANCHOR•
'/z"0 x 6" LG (MIN
3j" EMBED.)
THREADED ROD
ANCHOR DRILLED &
EPDXY w/2'0 x�"
PLATE WASHER,
SEE SCHEDULE BELOW
BOUNDARY OF
SHEATHING
EXAMPLE OF PANEL
EDGE w/ BLOCKING
WHERE REQUIRED BYE
GENERAL NOTES.
NAIL SPACING AT
SUPPORTED EDGES,-<
GENERAL NOTES
EXAMPLE OF UNSUPPORTED
(UNBLOCKED) PANEL EDGE
(TYPICAL)
NAILING TO INTERMEDIATE
SUPPORT IS 6" O.C. MAX.-
(UON)
MIN. 7/r8" 24/16, APA
RATED OSB OR PLYWOOD
RATED SHEATHING, SHEATHING
SEE GENERAL NOTES.
E SHEATHING NAILING DETAIL
SK -
TRUSSES, OR
FLOOR JOISTS.
EXISTING STUD
WALL
EXISTING ' NEW
WOOD WALL WOOD
EXISTING STUD
WALL
NEW
NEW WALL
SHEATHING, SEE
GENERAL NOTES
2x- P.T. STUD FASTEN
-W/ '/4"x3" SDS SCREWS
@ 16" OC STAGGERED
NEW 2x- STUD WALL @
16" OC. FASTEN EA STUD
TOP & BOTTOM W/ (3)
10D TOENAILS
WALL
THING
ADD (2)2x4 STUD W/IN
EXISTING WALL FOR NEW
WALL CONNECTION
2x- P.T. STUD FASTEN
TO WALL
w/ '/4"x3" SDS SCREWS
@ 16" O.C.
2 NEW WALL TO EXISTING WOOD WALL
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Luis A Pontigo F'E
JAN 2 8 2019
FL PE NO 53311
SOLE PLATE ANCHOR SCHEDULE
M
THREADED EXT. WALL SHEARWALLS
ROD 0 SPACING SPACING
WASHER
SPEC.
EMBEDMENT
DEPTH
EDGE
DISTANCE
3/8
40" 16"
2x2x'/a"
3'/2"
1 3/4"
1/2
48' 1 24'
2x2x'/a",
3'/z"
1 3/4"
MASA
48" 1 24" 1
N/A
I N/A
N/A
BOUNDARY OF
SHEATHING
EXAMPLE OF PANEL
EDGE w/ BLOCKING
WHERE REQUIRED BYE
GENERAL NOTES.
NAIL SPACING AT
SUPPORTED EDGES,-<
GENERAL NOTES
EXAMPLE OF UNSUPPORTED
(UNBLOCKED) PANEL EDGE
(TYPICAL)
NAILING TO INTERMEDIATE
SUPPORT IS 6" O.C. MAX.-
(UON)
MIN. 7/r8" 24/16, APA
RATED OSB OR PLYWOOD
RATED SHEATHING, SHEATHING
SEE GENERAL NOTES.
E SHEATHING NAILING DETAIL
SK -
TRUSSES, OR
FLOOR JOISTS.
EXISTING STUD
WALL
EXISTING ' NEW
WOOD WALL WOOD
EXISTING STUD
WALL
NEW
NEW WALL
SHEATHING, SEE
GENERAL NOTES
2x- P.T. STUD FASTEN
-W/ '/4"x3" SDS SCREWS
@ 16" OC STAGGERED
NEW 2x- STUD WALL @
16" OC. FASTEN EA STUD
TOP & BOTTOM W/ (3)
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@ 16" O.C.
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FL PE NO 53311
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