HomeMy WebLinkAboutDrawingsSTRUCTURAL LUMBER & FRAMING NOTES
A 1. TIME QUALITY OF LUMBER AND THE DESIGN FOR LOAD SUPPORTING
MEMBERS SHALL CONFORM TO THE STANDARD. "NATIONAL DESIGN
SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS",
LATEST EDITION.
2. MINIMUM LUBBER GRADE SHALL BE AS FOLLOWS:
TIMBER GREATER THAN
THAN 5" THICK SYP, 20% m.c., #1 WITH fb = 1500 psi
LEDGERS, HEADERS, JOIST SYP, 19% m.c., #2 WITH fb = varies /size
BEAMS, BLOCKING, PLATES, ETC.
STUDS AND BRACING SYP, 19% mx,., #2 WITH fc = 975
TRUSSES: SYP, 19% M.C., 2400f�(CHORDS); i3s(,WEBS)
3. WOOD IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED TO
WEATHER TO BE PRESSURE TREATED.
4. PLYWOOD SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION(
OF U.S. PRODUCT STANDARD P.S.I., AMERICAN PLYWOOD ASSOCIATION.
ROOF DIAPHRAGMS SHALL BE STRUCTURAL 1, C-D EXTERIOR GRADE,
6. NOT USED
7. NOT USED
B,. NOT USED
9, NOT USED
10. WHERE ROOF DECK IS 6/8®s CDX PLYWOOD, PLYWOOD SHALL BE
PLACED IN FULL 4'x68 PANELS AS MUCH AS POSSIBLE., WITH LONG
DIMENSION (FACE GRAIN) ORIENTED TO SPAN ACROSS TRUSSES.
PROVIDE PURLINS BETWEEN TRUSSES ALONG LONG EDGES OF PANELS,
WHEN PANELS ARE ATTACKED DIRECTLY TO TRUSS,/ RATER, ATTACH WITH
WITH 10d (DEFORMED SHANK NAILS AT " o.C-_ AT -ALL -PANEL EDGES
AND AT 12" O.C. AT INTERMEDIATE SiUPPORTS.
� f
r
11. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS
SHALL NOT BE LESS THAN THOSE SET FORTH IN TABLE 2 06.3.1 OF FLORIDA
BUILDING COME. ALL NAILS SHALL BE COMMON NAILS U.O.N. ALL NAILS
USED FOR EXTERIOR WALL/ROOF FRAMING SHALL BE HOT -DIP GALVANIZED.
12, ALL BOLTS SHALL BE GALVANIZED STANDARD MACHINE BOLTS WITH MALLEABLE
IRON OR GALVANIZED STEEL PL. WASHERS WHEN HEAD OR NUT BEARS ON
WOOD. HOLES FOR BOLTS SMALL BE DRILED WITH A BIT 1 /32` LARGER THAN
NOMINAL BOLT DIAMETER. TIGHTEN ALL BOLTS BEFORE PLASTERING.
13. LAG BOLTS AND SCREWS SMALL BE PREDRILLED. THE DIA. OF PREDRILLED
HOLES SHALL BE 60OF SHANK DIAMETER. THE THREADED PORTION OF
THE SCREW SHALL BE INSERTED BY TURNING WITH A WRENCH, NOT BY
DRIVING WITH A HAMMER. PENETRATION OF THREADED PORTION SHALL
BE 7 DIAMETERS MININUM.
14. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPROVAL OF OWNER
& ARCHITECT OF RECORD. ANY CUTTING, NOTCHING OR BORING OF WOOD
SHALL CONFORM TO THE LOCAL BUILDING CODE,
15. ALL HARDWARE CONNECTING WOOD MEMBERS SHALL BE RECESSED WHEN
REQUIRED BY ARCHITECTURAL FINISH, VERIFY WITH ARCHITECTURAL DRAWINGS.
16. ALL WOOD CONNECTIONS INDICATED BY SIMPSON STRONG TIE UNLESS
OTHERWISE NOTED, USP, SEMCO OR OTHER MANUFACTURERS MAY BE
SUBMITTED IF THEY ARE EQUAL OR BETTER IN CAPACITIES, INCLUDING UPLIFT,
�0 Ir 11 P
ig e r c J
SEC 19 20
TWNSHP
36S.
RANGE 4; E®
157.76 FT
OF N 251
FT
OF S 1 2. OF SE
1/4 OF SEC` 19, LYC
E OF FEC RR AND S
157.76 ET
CE N 21
FT
OF FRACTIONAL
SEC 20 -
LESS SR 707®66/1
08 AS
RECORDED
IN PUBLIC
RECORDS OF ST
LUCIE COUNTY, FLORIDA
PROJECT DESCRIPTION:
LATERAL AND GRAVITY LOAD. REMODEL OF EXISTING RESIDENCE, IN
17, ALL EXTERIOR FRAMED WALLS & SHEAR WALLS SHALL BE 2x6 AT 16" O.C. AND PHASES. REPLACE WINDOWS AND
SHALL BE SHEATHED WITH MIN. 1,/2" PLYWOOD NAILED WITH 10d NAILS DOORS CONSTRUCT CABINETS AND
AT 6" O,C. ALONG ALL EDGES & 12" O.C. AT INTERMEDIATE SUPPORTS TYP, m r % A c-1_ M 1 i � k. A n l k l � M r-,� -7M 1 f`, A � A K € n
EXISTING
SITErrm'6LANSCALE NTS
DRAWING INDEX
AO.1 COVER DRAWING INDEX, CODE ANALYSIS & NOTES
A0.2 SCHEDULES & NOTES
A1.1 EXISTING PLAN
A1.2 REMODEL ENTIRE FLOOR PLAN
A2'..1 PHASE 1-DEMOLITION PLAN, PROPOSED PLAN
A2.2 PHASE 1- ELECTRICAL MECHANICAL
A3.1 PHASE 2-DEMOLITION PLAN
A3.2 PHASE 2-REMODEL FLOOR PLAN
A4.1 BUILDING ELEVATION
A4.2. BUILDING ELEVATION & SECTIONS
M3.1 MECHANICAL PLAN, SCHEDULE & NOTES
P3.1 PLUMBING PLAN & NOTES
P3.2 PLUMBING RISER & NOTES
E3.1 ELECTRICAL PLAN & NOTES
E3.2 RISER DIAGRAM & SCHEDULES & LOAD CALC.
CODE ANALYSIS:
Building Typed EXISTING RESIDENCE
Project Description: Phased Remodel
Classification of Work: Level 3 Chpt 6 & 7
Classif.of Hazard of Contents: Ordinary Hazard
Occupancy Classifications Residential: .--..-
LIVING AREA (CONDITIONED) NET = 207 S.F.
Unconditioned Attached Utility = 276 s.f.
Carport & Porches = s.f.
Existing under roof = 3309 s.f.
Site Area = 86,104 s.f, (1.98 Acre)
G 11 iD (DZ-0 7'
FILE COPY
I ............ . ............. .. .............................. ........
......... ................. .......................................... 11_.. ................. % . ........ .................................................... p,,.p . ........................................ I ....... . ......
PLAN NOTES:
1. WRITTEN DIMENSIONS SHALL. HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and field
conditions of job.
2. Not Used
3. Dimensions (Exterior) from face of masonry or concrete,
to face of wall sheathing on stud, and (Interior) face of wall
finish (Masonry or gyp. bd) to stud wall finish unle�ss otherwise noted.
Studs assumed to be norn. 4" interior & 6" exteiri.:)r wall UON
4. Door head heights shall be 6'-8" unless otherwise
noted (UON).
5. Window unit designations are based on typical
aluminum units. A 1/2" insulated glazing
unit is recommended. A comparable size/ quality
unit by various manufacturers may be used
as long as the required wind load presures are
ceritified in compliance.
vts
® 10/22/21 Permit Comments
./////l/��.:,.F.C/f/fd//I9/.G.: ....r:.4�f�.�Y. ..:, .f, �l. /,...:./.i»,..!/:9/fib E•1H/!f%..:::
GraphicARCHITECT
Designer. - 0013444
•: Pierce,
349812
J
00, 6.
�fi•;fffffffffffil.;%;:.::::%J/l/lfll/fl//l;Y/JJ/JSG:;�S:Sik.".D:/If.Ufff.+rY:`ffffffffff/ff.U/ f!'% / ::::.
y •
WNIvk
AO.1
iK////lff ::...»MfiYfl?/10.•`:..:9H/L:5Y:3%f///1 :.,.6:Y/f?/: Y:;:e:..;: �iff:Nf:'ff?b/f/./f.`;::�iYf/f
1 /4" = 1'-0WOW
ENA
10-13-21
f:s^ffiaff ::. :>rfr,.:sva�aff.:✓fffff,,:,�,,,,,,,,nr.�f�:earotrxt �h,::: �:
,:
rea
f/.C{Cf.......�/l„rf{f/.!{C.....:..../// ....:/.L/ff ........, //%,...........b.;.;.:,..if/..: , .."i:.;;;:::;;;:i:.:' .:..::.:.: ..:. .:.::.y.: «ff.,•............. .... ...r.»............., «...:.:::::::::::::::::,n ::.. , .......... .... :.......... :: ...
f 1�/s>%i{If %%... ,J.
STRUCTURAL NOTES
GENERAL
ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE LATEST EDITION OF
THE FLORIDA BUILDING CODE (2020)
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING
CONSTRUCTION AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DIMENSIONS
WHERE NO DIMENSION IS PROVIDED. CONSULT WITH THE OWNER FOR
CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
NOTES AND TYPICAL DETAILS.
3. DESIGN LOADS: TRUSS DESIGN
FIRST FLOOR LIVE LOAD 100 PSF above Grade (MIN. 40 PSF) TOP CHORD LIVE LOAD - 20 PSF
ROOF LIVE LOAD 20 PSF TOP CHORD DEAD LOAD - 7 PSF (MIN.)
ROOF DEAD LOAD 10 PSF BOTTOM CHORD LIVE LOAD- 0 PSF
RISK CATEGORY II BOTTOM CHORD DEAD LOAD-10 PSF MIN.
WIND LOAD 160 MPH (PLUS UP TO 100 LB CONCENTRATED LOAD)
IMPORTANCE FACTOR 1.00
EXPOSURE CATEGORY B
INTERNAL PRESSURE COEF. 0.18f
(BASIC LOAD VELICITY PRESSURE _ _-- PSF
for Roof & Wall END ZONE
which is 15 Ft. or less Mean HQ
PLUS CONCENTRATED LOADS DUE TO MECHANICAL EQUIPMENT
& 100 LB. SUSPENDED OWNER ITEMS (SUCH AS CHANDLIERS, LIGHTS, ETC.)
REFER TO ELECTRICAL PLAN FOR LIGHT & CHANDLIER LOCATIONS
4. THE CONTRACT ARCHITECTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED FACILITY. UNLESS OTHERWISE SHOWN THESE DOCUMENTS DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED
TO BRACING, SHORING OR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
5. THE FOUNDATION DESIGN SHOWN IN THESE DRAWINGS IS BASED ON THE ASSUMPTION
THAT THE SOIL BENEATH THE BUILDING IS WELL COMPACTED SOIL WITH MINIMUM
ALLOWABLE BEARING PRESSURE OF 2,000 PSF. THE CONTRACTOR SHALL HAVE
ALL FILL TESTED FOR COMPACTION TO CONFORM TO 2000 psf ALLOWABLE BEARING
PRESSURE OR TO OWNER FURNISHED SOIL REPORT RECOMMENDATIONS FOR
COMPACTION AND SOIL BEARING CAPACITY.
6. TRUSS SHOP DRAWINGS (Where Applicable) SHALL BE SUBMITTED BY THE OWNER OR
CONTRACTOR AS REQUIRED TO BUILDING DEPARTMENT FOR PERMITTING.
SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A
REGISTERED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA. SHOP
DRAWINGS SHALL SHOW SIZES, DESIGN VALUES, MATERIALS AND DIMENSIONAL
RELATIONSHIP OF COMPONENTS AS WELL AS BEARING AND ANCHOR
DETAILS FOR TRUSS TO TRUSS AND/OR TRUSS GIRDER CONNECTIONS.
7. MASONRY UNITS: STANDARD UNITS: ASTM C90, GRADE N-II, NORMAL WEIGHT
8 x 16 INCH FACE SIZE, 8" THICKNESS.
TYPE II, MOISTURE CONTROLLED UNITS W/ DRY BLOCK
HOLLOW LOADBEARING BLOCK: ASTM C 90 (FL MODIFIED C90)
WEIGHT CLASSIFICTION: NORMAL WEIGHT. (125 pcf MIN.)
COMPRESSIVE STRENGTH: fm = 1500 PSI
MORTAR FOR UNIT MASONRY. COMPLY WITH ASTM C 270.
CEMENTITOUS MATERIAL: PREMIXED MASONRY CEMENT OF FORMULATION REQUIRED.
AGGREGATE: NATURAL OR MANUFACTURED SAND
MORTAR MIX
CONCRETE
1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL
CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
ACI 318 AND STANDARD BUILDING CODE REQUIREMENTS.
2. ALL CONCRETE SHALL BE REGULAR WIGHT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS.
3. ALL CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING
LABORATORY AND APPROVED BY THE OWNER, IF REQUIRED BY OWNER.
4. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE OWNER &
AND AVAILABLE FOR THE BUILDING DEPARTMENT IF REQUIRED.
5. AGGREGATES IN REGULAR WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33.
6. PORTLAND CEMENT: TYPE I OR II CONFORMING TO ASTM C-150.
LOW ALKALI, MILL TESTED WITH CERTIFICATES OF COMPLIANCE REQUIRED.
7. CONCRETE MIXING OPERATIONS. ETC. SHALL CONFORM TO ASTM C-94.
8. UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVER FOR REINFORCING
BARS TO FACE OF CONCRETE SHALL BE AS FOLLOWS:
A. CONCRETE IN CONTACT WITH EARTH, UNFORMED ------ 3"
B. CONCRETE IN CONTACT WITH EARTH, FORMED ------- 2"
C. WALL EXTERIOR FACE ------------------- 1 1 /2"
D. WALL INTERIOR FACE ---------------------- 1 "
9. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL
BE WELL SECURED IN POSITION PROIR TO PLACING CONCRETE.
10. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS
OR GROUNDS REQUIRED TO BE CAST INTO THE CONCRETE AND FOR EXTENT OF
DEPRESSIONS, RAMPS, ETC.
11. PROJECTION CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED
SHALL BE FORMED WITH 3/4" CHAMFER, UNLESS SHOWN OR NOTED OTHERWISE.
12. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM 1/4" AMPLITUDE.
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE
WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(ACI-318) AND THE "MANUAL OF STANDARD PRACTICE FOR REINFORCED
CONCRETE CONSTRUCTION" BY THE C.R.S.I. OR AS MODIFIED BY THE
CONSTRUCTION DOCUMENTS.
2. MAIN REINFORCING STEEL - A615 GRADE 60
3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
4. REINFORCING SPLICES, WHERE REQUIRED, SHALL LAP 40 BAR DIAMETERS OR
24 INCHES MINIMUM AT ALL SPLICES.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN
THE FINAL IN -PLACE INSPECTION IS MADE.
6. MASONRY REINFORCEMENT: JOINT REINFORCEMENT -PROVIDE WELDED WIRE UNITS
SPACED AT 16" O.C. VERTICALLY FOR RUNNING BOND, 8" O.C. VERTICALLY FOR
STACKED BOND. PREFABRICATED WITH DEFORMED CONTINUOUS SIDE RODS (3/16"
DIA.) AND PLAIN CROSS RODS (0.1483" DIA.) INTO STRAIGHT LENGTHS OF NOT LESS
THEN 10" WITH PREFAB. CORNER AND TEE UNITS. TRUSS OR LADDER DESIGN.
USE TYPE S MORTAR W/ DRY BLOCK IN TOP PL. SPLICE
OVER STUD -
FRAMING NOTES
1. INTERIOR NON -LOAD BEARING WALLS (2X4
STUDS U.O.N.)
2. FRAMING SIMILAR TO DETAIL
WITH SINGLE PLATE
TOP & BOTTOM, WITH 8d OR
16d NAIL
CONNECTIONS, OR OPTION -
SIMPSON
CONNECTORS MAY BE USED.
3. FLOOR ANCHORS AS NOTED
IN DETAIL.
2-2x PL. MIN. W/
16d @ 16°g O.C. MAX,
2-8d PER STUD
1 x4 DIAG. LET -IN
BRACE @ ANGLE
BETWEEN 60 0&
g. LINTEL
45" TO HOR.
a
(or SIMPSON RCWB € 2
0�'
OR CS-WSD
WALL BRACING)
M
2-10d EA. END
FIRE BLKG-2x
I.
I
MIMIDHT. f8'O" MAX,
OP fNI%IG
SPACING) TYP,
i
TYP. CORNE
MULTISTU[R a I
3 I
I
TYP. MULTI STUD
ANCHORED W,/
SIMPSON HTT208 <
U.O.N.
TYP. STUD
ANCHORED W/
SIMPSON RSP 4
TOP & BOTT.
SIMPSON A35
(TYP. U.ON,)
2-16d EA. STUD D
ABOVE LINTEL
LI N TEL
DATE- B. April
2021
ANCHOR/ CONNECTOR SCHEDULE
**a. Refer to plans
-- CONNECTORS NOT NECESSARILY
USED.
MARK ,
MANUFACTURER
QTY,
PART No.
ATTACHMENT
CONNECTED
MAX.
LATERAL
REMARKS
FL. PROD
EA
ELEMENTS
ELEMENTS
UPLIFT
F1/ F2
NUMBER
1
SIMPSON
**.
H3
4-8d
RAFTER TO PLATE
455
125 / 160
NAILED RAFTER TO EXIST.
4-8d
'
WALL PLATE
3
SIMPSON
(1
-SDS2.5
16-1/4 x 2.5"SDS
14-1/4 x 2.5'°SDS
BM. TO POST
5680 LBS.
-
BM-1, & BM-2 to
1218.28
4x4 POST 1 & 2
4 �
SIMPSON
( 1
H16
6-1/4 x 2-1/4
TITAN SCREWS
�
TRUSS TO BM or WALL
1300 LBS.
-
1423.3
4A
SIMPSON
(1)
HGAM 10
4-TITAN/SCREWS 2
TRUSS TO BM/WALL/ ROOF
850LBS.
870/815
1423.9
5
SIMPSON
(1)
AC4(MAX)
14-16d
14-16d
BM-2 TO
POST
25D0 LBS.
1070
CAP POST # AND BM-2
6
SIMPSON
(1)
GLTV, 1.59
1.5,
4-8d, 6-8d
8-8d Bm.
BM-3/JOIST TO BM-2
1640 LBS.
BM-3 to BM-2 POST #3
1218.73
x9
POST 3 &WALL PLATE
BM-3 TO WALL
7
SIMPSON
(1)
E H10
g-10d BM/PLATE
10-10dx 1-1 2
JOIST TO BEAM
780 LBS.
505 450
/
JOIST TO BM.
474.96
8
SIMPSON
(4)
LTS16
16_1od
GABLE TRUSS TO BM
1260 LBS.
75/125
1423.14
0
SIMPSON
(1)
CBS 44
2-5/8" BOLTS
POST TO CONC.
4200 LBS.
4X4 Pt ST to CONC.
SLAB/ FOUNDATION
474.45
9.1
SIMPSON
(1)
ABU44
2-1 2"0 TO POSTPOST
TO CONC.
2160 LBS.
4x4 POS T to CONC.
-
5 8, BOLT
BOLT 6" EMBED
SLAB/ FOUNDATION
10
SIMPSON
1l
� !
MBHA 3.56/
16
18-" x 8 A.B.
2-3/4
; BM. TO WALL
7250 LBS.
-
BM to CMU WALL
538.10
11
SIMPSON
-
A35
6-8d x 1 1 2"
6-8d
MISC. FRAMING BRACING
450 LBS.
OUTRIGGER TO JOIST
474.4
x 1 1%2"
12
SIMPSON
-
SIDS 1/4 x1.5'
TITEN SCREWS
MISC. FRAMING BRACING
200 LBS.
525 SHEAR
1463.46
12.1
SIMPSON
-
`SDS 1/4 x2.5
TITEN SCREWS
MISC. FRAMING BRACING
240 LBS,
525 SHEAR
1463.47
12.2
SIMPSON
-
SIDS 1/4 x4.5
TITEN SCREWS
MISC. FRAMING BRACING
445 LBS.
525 SHEAR
1463.50
13
SIMPSON
(1)
IHTT20B
5/8" AB
10-16d Sinkers
COLUMN HOLD DOWN
1750 LBS.
-
503.21
14
SIMPSON
**a
RSP 4
4=8d x 1 1/2„
d x 1 1 /2
STUD TO PLATE
TOP & BOTT.
315 LBS.
210 / 305
-
474.30 6
15
SIMPSON
-
RCWB-12
2-16d Plate
STUD BRACING
DIAGONAL BRACING
1-8d stud
s
_
-
-
16
SIMPSON
-
'Framing Screws
MISC. FRAMING7 BRACING
17
SIMPSON
(2)
HH6
18
SIMPSON
-
�SP2
19
SIMPSON
-
CS-16
SIMPSON STA.24 STRAP
TIE EA. DE Wj' 16--10d, �lV2
ABOVE LOW" BM TO STU
(UPLIFT AP.= 1465 MIN.)
WNW
TYP. DBL PT 2X PLATE
5" IMIN. D„ MAX.
1/2"Dic. x 8" LG (4" MIN. EMBED INTO SLAB)
@ EA, END & @ 48" O,C. (TYP. U.O:N.)
am
RI
A
ARCHITECT
Graphic Designer
LIC. # AR 0013444
Orlando, • • : 32804
407-628-8982
# : :•:
Remodel for
M/M Mark Fick
RESIDENCE
EMTIRE RESIDENCE
PHASE 1 + 2
20-008
BEARING ' A'_®,
SCHEDULES,
NOTES
(0.177"-x 3" SHOT PINS
0 NON -BEARING
WALLS CONNECTORS
32" O.C. ALT,)
DETAILS
NOTES:
��
1. FOR OPENING SIZES SEE PLANS, ELEVATIONS & SECTIONS
>ff.L f.V.4 //////H.R'.. :: <%/,I,%Nf .::: ,i<i4F`ffff.:•f✓ 1.G .i.:%.Y.Y :::
,ca
FOR LINTEI" SIZES SEE FRAMING PLAN & LINTEL SCHEDULE,
AO.2
2. DEFER TO FRAMING AND FOUNDATION PLANS FOR
., :ffff/ ...»..::
SPECIFIC ANCHORING REQUIREMENTS.
AS NOTED
ban DEW
SCALD. N T S
8-31-21
rea
Randal"
Nm Date Deecx�tbn
— — — — — —1
A
ARCHITECT
Graphic Designer
LIC. # AR 0013444
Fort Pierce, FI 34982
407-304-0264
readesignl•gmail.com
Remodel for
M/M Mark Fick
RESIDENCE
No.-
. .
EXISTING
PLAN
Drawtq Na- A1.1
EXISTING FLOOR PLANBMW
1/4 99 = 1 9-099
Al. 1 SCALF 1/4'-1'-®' (1/81 HALF SIZE) Issas Data 8-31-21
Draw" W. re®
Checked BY
WIND PRESSURE CHART
FXK-8.Tj__--OPENING AREA
NEGATIVE WIND PRESSURE
+oo POSITIVE WIND PRESSURE
WALL —TYPE I EGEND
EXISTING WALL— FRAME OR CMU
2x6 STUDS 0 16" O.C.
EXTERIOR R-19 INSULATION
w/
NEW INTERIOR PARTITION
2X4 STUDS ® 16" O.C.
(---------------
NEW MASONRY WALL'fit
aundny
ONRY WALL W/ 1-1/2 FURRING,
INSULATION & 1/2" GYP. BD.
Sink ,
r
I LAUNDRY
SCREEN ENCLOSURE
14'-4" X 7'-6"
+43.9
CONCRETE IN —FILL OR
--- --Ii
IIr
It
L
aQ ouC,L oNEW
yFOUNDATION
&SLAB.
II
iI
E 2
I I I I
I
in
I
N
nio0
c,o
BATH
5'-511 X 6'-0"
• �1_bl,
pocket
Fut.
REF.
MUD ROOM
8'-1Oil X 6'-011
r—
'-611tow
tickku
eUTILITY #rut14'-7 X 12'-1" 1 I RZL
I EXIST. I I
r-r--------
3060 dbl r
{ I ------------------ -----
i '
1 I T-------- - . J _---
-i
Tut. ,
II I
i L---J
+4s.a j I
Q N !
1 oven
II 3'-51' 8'-2" 3'-11
II
II
11
II
Kitchen/ Dining-----
I I 161'-8" X 22'-31, 2
II
II �
II I
j j 1 A3.2 3 I I
s.. II
+43.5 {I � I I
{I NEW LINTELS
II I I
11 I
I
II sh48 sh48
I�1237--ij 0 - s.. s. III
! +41.9
C +43.5 C
I � I III
I I PORCH
III
I N.I I
I I EXIST. LINTELS III
I III I.!
v
45'-0" EXIST
-r------------------------------------------------------ -r--I
-H I Carport
I 1 8"
r
Q
+45.2
4050 5L
Z
Q
dY
4 Bed Room #2
3065
•
Im
1 LIN.
3 -0"we
pocket
-- I v. r---
CAB. J 1 cAB
4,-8„ i2'-5„
II \
II
'-6i' I I 30b8
2
HAUL
- ---__ ___
'
S UB/SHOWER
GAB. ; GAB.
--------------, L--------------
I I
r _
�'
_
5066/<
['5'-0 1 /2"f
1 I
I I
I I
APPROXIMATE
f
,�►��
BATH
#1 "Pocket
I �
+
LOCATION OF
4U_
`I
— 8
E
ATTIC ACCESS
o
LIN.
MULTI-PURP05E RM.
+45.5
Living Room
r
1 I
4'_
"
9'-9" 3 GAS.
1
I I
O
I
O
T± step I
pocket
`�
Entry
I I
I
3056 Fixed
D 1
305Fixed
b
s. .
------------------------------------------------------
-------------------------------------------------------
I
EXIST.
EXIST.
+43.9
LINTEL/BEAM
LINTEL/BEAM
I I
I {
I I
---- 58.4 s.f 1 I
`- -------y...J
-- /� 55.4 s.f
�1---------------------------------
r—
+40.9
LIVING AREA
I
Conditioned = 2051
SCE FT
unconditioned Attached. Utility = 216 50 FT
carport = 633150 FT
porch a 24150 FT
gross under roof = 3309 50 FT
1. REFER TO SHEET A3.2 FOR KEY NOTES FOR
PROPOSED PLAN.
No. Date Deacrlptlon
10/29/21 Permit comment
ARCHITECT
Graphic Designer
LIC. # AR 0013444
Fort Pierce, FI 34932
407-304-0264
readesignl•gmail.com
Remodel for
M/M Mark Fick
RESIDENCE
9309 INDIAN RIVER DRIVE
FORT PIERCE, FL
Project Nor 20-008
Craft 'title+
REMODEL
FLOOR PLAN
-- —.--------- — —� Dra, No: A1.2
REMODEL FLOOR PLAN tee` 1/499 = 19_099
A .2 SCALE 1/4'-1'-0' (1/8" HALF SIZE) h°"e Data 8 - 31- 21
Drawn BY rea
Checked Br.
REMOVE1. REMOVE PLUMBING FIXTURE, WATER PIPING, DEVICES AND
SANITARY PIPING.
2. DEVICES,• PLUMBING
DOOR,PIPES, DEVICES
3. REMOVE EXISTING WINDOW AND PREP FOR INSTALLATION OF
NEW WINDOW OR GLASS BLOCK IN OPENING OR INFILL.
4. REMOVE EXISTING DOOR,
OR
REMOVE5. ♦POST ABOVE MASONRY WALL,
SUPPORTSHORE EXISTING ROOF, PREP FOR INSTALLATION OF
REPLACEMENT BEAM & ♦.
SLOE TO ALIGN WITH NEW SOUTH r
REMOVET. POST & SLAB IN PREP • INSTALLATION]
OBEAM & F SUPPORT POST.
REINFORCE7. REPAIR, .,
2nd AND 3rd RAFTER TO EVERY OTHER RAFTEIL
(n
8.
EXISTING BEAM TO BE REMOVED, SHORE AS REQUIRED IN
0
FOR INSTALLATION OF NEW BEAM.
z
9.
DOOR,PREP
REMOVE INTERIOR , DISCARD.
REMOVE BASE CABINET, COLUNTERS AND WALL CABINETS
<
IN EXISTING KITCHEN.
0-1
11.
REMOVE10.
DROPPED
EXISTING KITCHEN.
12.
REMOVE EXISTING APPLIANCES (RANGE, HOOD, OVEN,
As •
REMOVE13. ♦ , ADD LEVELING COMPOUND AS
REQUIRED.
14. CUT NEW DOOR OR OPENING OPENING
CONCRETE
SHOREWILL SERVE AS A LINTEL.
15. ROOF, AND REMOVE
POSTSEXISTING . PREP FOR • OF
POSTSSUPPORT
WINDOW16. REMOVE EXISTING HIGH ARCHED
SURROUND FRAME, PREP FOR NEW GLASS BLOCK AT
TOP AND HOOD VENT PIPE PENETRATIONBELOW.
DEMOLITION WINDOWS,
DOORS.
COLUMNS/0 DEMOLITION
4
3 ®-- 3
r �\
®EXISTING CONC. BEAM
ilm
14
i
3 3
CDEMO PLAN
0
I00A21_ ; r
EXISTING WALL— FRAME OR CMU
2x6 STUDS 0 •
EXTERIOR • INSULATION
1iiii-imwi MASONRY WALL W1 1-1/2
FURRING, INSULATION & 1/2" P
r
SCREEN ENCLOSURE
NEW CONCRETE IN —FILL OR
`'•_ - `', FOUNDATION & SLAB.
LO
I
N
Wft; PROPOSED r
1. NEW WINDOW IN EXISTING OPENING.
2, INSTALL GLASS BLOCK INTO EXISTING OPENING.
3. FILL IN EXISTING DOOR OPENING. WITH PT 2X6 0 16"O.C. WITH 5/8" SHEATHING
OR CMU WITH #4 REINFORCING BAR 024" RUNNING VERT & DOWELLED
HORIZONTAL INTO EXIST. MASONRY WALL 24"
4. NEW MULTI —UNIT WINDOW. REWORK OPENING TO ORIGINAL LINTEL OVER LARGER
OPENING AS REQUIRED.
5. INSTALL NEW SUPPORT POSTS, NEW BEAM (2--2X8 W/ 1/2" PLYWD) TO CHANGE THE SLOPE OF
THE EXISTING ROOF TO MATCH SLOPE AND EAVE HT. OF THE NEW ROOF FROM 7HE CONCRETE
UTILITY ROOM.
6. INSTALL NEW SUPPORT POSTS, WITH NEW SLAB/FOUNDATION, & NEW BEAM TO CHANGE THE
SLOPE OF THE EXISTING ROOF TO MATCH SLOPE AND EAVE HT. OF THE NEW R':,OF FROM THE
CONCRETE UTILITY ROOM.
7. TYPICAL WOOD HEADERS (3) 2X8 W/ 1/2" PLYWD BETWEEN TO MAKE 5-1/2"
THICK
S. EXISTING CONCRETE TIE BEAM TO SERVE AS LINTEL FOR NEW DOOR OPENING. IINISTALL NEW
DOUBLE SWING DOOR WITH INSULATION/ SEALS.
9. EXISTING WOOD HEADERS 2X12 IN PATIO.
10 NEW COLUMNS— 4X4 (SEE ELEVATION FOR CONFIGURATION)
11 ACCESS PANEL— FOR PLUMBING ACCESS.
12 NOTE USED
13 EXISTING BEAM (OLD CARPORT ENTRY).
14 ONE COURSE OF GLASS BLOCK AT TOP OF EXISTING OPENING WHERE CURVE
WINDOW REMOVED. HOOD VENT PIPE BELOW (NOT SHOWN)
Revisions:
.f Date Description
0 •rrri-*
ARCHITECT
Graphic Designer
LIC. # AR 0013444
Fort Pierce,i •,
.00 6
Remodel f
,,idi o
M/M Mcrk Fick
RESIDENCE
9309 INDIAN RIVER DRIVE
FORT PIERCE, FIL
Project No.: 20-008
Drawing
PHASE 1
DEMO i PROPOSED
PLANS
Drawing No.: A2.1
Scale: 1 /4" 1.-0"
Issue Date:
—14-21
Drawn By. rea
Checked By.
Revisions:
T
ELECTRICAL
LEGEND
1. ALL WORK DONE SHALL CONFORM TO ALL STATE OF FLORIDA
CHIME
CODES AND LOCAL ORDINANCES. REFER TO SHEET AO.1 CODE
ANALYSIS.
Y
CEILING MOUNTED LIGHT
(DSD
SMOKE DETECTOR
2. ALL OUTLETS SHALL BE NEC REQUIRED ARCFAULT OUTLETS.
(2} R
RECESSED CAN
OSDM
SMOKE & CARBON
MONOXIDE DETECTOR
3, OUTLETS IN KITCHEN AND BATHROOMS SHALL BE GF! PROTECTED.
WALL MOUNT LIGHT
DUPLEX RECEPTACLE
220V. OUTLET
RECESSED WALL WASH LIGHT
SPECIALTY J.B.
2 X 2 RECESSED LIGHT FIXTURE
wP
WATERPROOF RECEPT,
FLOOR RECEPTACLE
2 X 4 RECESSED LIGHT FIXTURE
Effl
PRE —WIRED
GARAGE DOOR OPENER
1 X 4 RECESSED LIGHT FIXTURE
GROUND FAULT
1 X 4 WALL MOUNTED FIXTURE
GFI
INTERRUPT RECEPT.
14
TELEPHONE JACK
1 X 4 SURFACE MOUNTED
<
INTERCOM/ COMPUTER 130X
%—�
FLUORESCENT LIGHT
W/ CONDUIT TO ABOVE CLG.
PULL CHAIN LIGHT
<TV
CABLE JACK
PC
rfl
DISCONNECT SWITCH
—�--
WALL SCONCE
Q
ELECTRICAL METER
FLOOD LIGHTS
®
ELECTRICAL PANEL
CHANDELIER
CEILING FAN w/ LITE KIT
WALL SWITCH
JUNCTION BOX
F
FAN/LIGHT COMBINATION
DOOR BELL/
FAN/MOTOR
GARAGE DOOR SWITCH
KEYNOTES
K0# SWITCH " POT RACK LIGHTING.
3. JUNCTION
BOX
FOR
MINI —SPLIT
#1.
4. JUNCTION
BOX
FOR
MINI —SPLIT
#2
5. JUNCTION BOX FOR MINI —SPLIT 3.
0. JUNCTION
BOX
FOR
MINI
—SPLIT
#4.
7. JUNCTION
BOX
FOR
MINI
—SPLIT
#5.
&JUNCTION BMINI—SPLI
ON ON ROOF.
BOX FOROPERATOR i
10-FEED TO GATE POST LIGHTS.
11. JUNCTION BOX FOR KITCHEN HOOD.
`15.CONDUIT UNDER FLOOR WITH POWER TO ISLAND
No. Date Description
REFER TO E3.2
ELECTRICAL RISER DIAGRAM
IDS TO POWER COMPANY —
aundn� - GFI
Sink , Shower °
LAUNDRY
° 1 '-4" X
° I I i
20V
\\�J 4
+{ d
1`10I00 GFI BAT
MUD OOM I
(D
1f=000 'd
~ 3 Pi HAIRDEG
loll
'T-I%l
I V. / I;ATWOOD
° y
f' � !L I°
5 -74 t-- _-,II ARCHITECT
-TiLI �'; _ Graphic Designer
14 7 X 12_I �I1
° LIC. # AR 0013444
Fort Pierce, FI 34982
12 3 4 407-304-0264
GFI--------- ---- �G I B i� GFI °
zQ
. ...... 11 L"--------------
Location of New I ; I=U
i ......ry;i Outlet boxes (40" 15 I 11REF.
i
I AFF-Y.I.F.)
01 a-,..-...,_..... GFI
Remodel for
+ 3-5 -2 3-e-11 M/M Mark Fick
° RESIDENCE
N -H Its 1 Dining
~ �� -I
' r, s
-L 9309 INDIAN RIVER DRIVE
10 �
J FORT PIERCE., FL
GSDM
FILE copy
II
I
Wshy
P wP ; _ II
f I� Project No.:
20-008
I I Drawing Title:
I I.
PHASE 1
I® ELECTRICAL
®i it MCHAI(dAL PLANS
I I®
®I I Drawing No.:
ME ® 2.2
EXISTING WALL- FRAME OR GMU
DEMOLITIONrO
DOORS.
0 DEMOLITION COLUMNS/ POSTS
I
I
I
I
I
I
I
I
I
I
I
I
I �
I
I �
I
I i
I
I
I
I
r
L_-----------------------------
i
I lul
r iI
I I
f I I
� I
f � I
I
--------------------------------------------
I
I
I
I
I
I
I
I
I
I
Zi
'"
i
•
•:. ! ,. • !
• =r • � r
�" r •` ii �- ;r 1
r'I k! • i i ��%�i�
M `
r
• Pierce, / •
407-304-02
FILE COPS'
. ,od Na. r rr.
PHASE 1 •
DEMOLITION
PLAN
scalw
DEMOLITION PLAN
pia = , -o
• Pierce, / •
407-304-02
FILE COPS'
. ,od Na. r rr.
PHASE 1 •
DEMOLITION
PLAN
scalw
DEMOLITION PLAN
pia = , -o
WIND PRESSURE CHART
I7T-5. PENING AREA
r--EGATIVE WIND PRESSURE
+oo3—POSITIVE WIND PRESSURE 2
A4.1
WALL —TYPE —LEGEND t'*VK
EXISTING WALL- FRAME OR CMU
2x6 STUDS 0 16" O.C.
EXTERIOR w/ R-19 INSULATION
NEW INTERIOR PARTITION
2X4 STUDS @ 16" O.C.
NEW MASONRY WALL
MASONRY WALL W/ 1-1/2 FURRING,
INSULATION & 1/2" GYP. BID.
NEW CONCRETE IN -FILL OR
FOUNDATION & SLAB.
� m s m ® EXIST.OR NEW LINTEL/ BEAM
z
r7---- --
LIVINO AREA
Conditioned = 2051 50 FT
unconamonea ^rracnea. jilmity = 2ittPre
carport b5l 50 FT
porch 24� SO FT
gross under roof 350q
2. INSTALL GLASS BLOCK INTO EXISTING OPENING.
3. FILL IN EXISTING DOOR OR WINDOW OPENING. WITH PT 2X6 @
SHEATHING OR CMU WITH #4 REINFORCING BAR @24" RUNNING
DOWELLED HORIZONTAL INTO EXIST. MASONRY WALL 924"
4. NEW 1TVILTI-1111IT 1,11ADVT1. RETTORK OFnIRG TO ORIGINAL LINTEL OVER LARGER
OPENING AS REQUIRED.
5. INSTALL NEW SUPPORT POSTS, NEW BEAM (2-2X8 W/ 1/2" PLYWD) TO CHAN
THE SLOPE OF THE EXISTING ROOF TO MATCH SLOPE AND EAVE HT. OF THE
NEW ROOF FROM THE CONCRETE UTILITY ROOM. I
6. INSTALL NEW SUPPORT POSTS, WITH NEW SLAB/FOLINDATION, & NEW BEAM TO
CHANGE THE SLOPE OF THE EXISTING ROOF TO MATCH SLOPE AND EAVE HT. OF
THE NEW ROOF FROM THE CONCRETE UTILITY ROOM.
7. TYPICAL WOOD HEADERS (3) 2X8 W/ 1/2" PLYWD BETWEEN TO OAKE 5-1/2" THICV1
8. EXISTING TIE BEAM TO SERVE AS LINTEL FOR NEW DOOR OPENI\IG. INSTALL A
DOUBLE SWING DOOR WITH INSULATION/ SEALS.
9. EXISTING WOOD HEADERS 2X12 IN PATIO.
10 NEW COLUMNS- 04 (SEE ELEVATION FOR CONFIGURATION)
11 ACCESS PANEL- FOR PLUMB114G ACCESS.
12 REPAIR FLOOR AND JAMBS AS REQUIRED AT THE ENLARGED OFr-114ING
13 EXISTING BEAM (OLD CARPORT ENTRY).
14 ONE COURSE OF CLASS BLOCK IN THE TOP OF EXISTING OPENINl':P.
15 NOT USED
16 NEW WELL. EQUIPMENT AND REVERSE OSMOSIS SYSTEM LOCATION,
17 ADD ALPINE EXTENSION ROOF EDGE, TYPICAL ALL GABLES.
Interior
SCALE :
'KI.Achen Elevation
1/47-1'-Ow (1/8w HALF SUE.)
201, 321, 24"
b:7j L7]
10/29/21 Permit comment
writellm
ARCHITECT
Graphic Designer
LIC. # AR 0013444
Fort Pierce, Fl 34982
407--304-0264
i S n-y_ Ll! kn, T I &. F In I-M
Proled No.- 20-008
PHASE 1 & 2
PROPOSED
FLOOR PLAN
--- — — — — — — - — — — — — — — — — — -
-----------
15
K
Z-e
1 31
=� ELEVATION
0
E
pa,
I01
FRONT Ea s t ELEVATION
9
0
ik
KEYNOTES
ELEVATION
COURSE2. EXISTING SINGLE OF i
COUNTER.THE KITCHEN
POSTSSUPPORTS
SHOREEXISTING BEAM. UP AS REQUIRED TO SUPPORI
ROOF TO REMOVE EXISTING POSTS
SUPPORTNEW •
AE"'BEAM OWEST N SUPPORTED ON
COLUMNS
OVERHANG.HURRICANE CLIPLS & TO LEDGER BOLTED (1/2" EPDXY
OR SIMPSON ANCHORS EMBED 6") INTO CONCRETE ROOv
DIA. PIPE OR WOOD
i c;
PATIO.COLUMN SUPPORTING NEW BEAM FOR SHED IRIOOF OVER
UTILITY
• REPAIR AND PAINT STUCCO FINISH ON
EXTERIOR
9. EXISTING SHINGLE OR ROLLED ROOFING. (to be replaced
with NEW Roofing under Separate Permit)
JAIlt"114• •
12. NEW AC CONDENOR UNIT ANCHORED WITH HURRICANE
ANCHOREDSTRAPS TO CURB OR PIT 4X4 RAILS
CONCRETEi DECK I
CLOSE13. r OPENING WITH FRAMING AND
STUCCO ON EXTERIOR
•
PATIO16. EXISTING WEE PIPE COLUMNS' TO BE REUSE TO
SUPPORT EXISTING FOOTINGS AND NEW
BUCKET WELD TO TOP TO BOLT TO NEW REAM,
Revhiom
to. Date DemxWm
1 1fl/22/21 Permit comment
1 /29/21 Permit comment
GraphicARCHITECT
•
AR
Orlando, Florida 32804
407-628-8982
FAX: 407-628-8982
rr-
ELEVATIONS
�TL�
ip
131
"A&
ELEVATION
�E'CTION ct UTILITY RM.
C2f'Al = - .4 io%w AV ^a to a a a a® ewa _ . I %
SECTION ct CARPORT
REFER TO NOTES ON SHEET A4.1
10
4A
1 1 /2"Al I
----------
... .......
QV. C port
6 4 NEW BEAM BRG,
1 2"AFF 11,,e
ABV E V B Am BRO.
C
FUTURE WINDOW
7
1 '7 1
__231L
.. . .......
SAW -CUT EXIST SAB
AS REQUIRED FORL
PLIJMBING7
#3 BARS DOWEL AT 9"
I.C. EPDXY 6" INTO
SLAB
'7YST SL.4B ----7
.,d
4
10 MIL F'"111-Y VAPOR
RETARDER CONTINUOUS
COMPACTH) FILL
C
EV 13 T �s 7- R u c-r u
C ROOF RAKE GABLE DETAIL
�4?_ 1rALE ws
2X6 RAFTER ANCHORED W/ JOIST
HANGER TO 2X6 FASCIA BD,
FASCIA BD. ANCHORED TO
CONCRETE ROOF OVERHANG W/ FLASHING BETWEEN NEW
1/2' EPDXY OR SIMPSON THN ROOFING AND EXISTING
SCREWS 0 8" O.C. MEMBRANE ROOFING ON
[ UTILITY RM.
2X8 DBL BEAM EA. END
ANCHORED W/ HANGER TO LEDGER
ANCHORS
ANCHOR ED::M_GEt END
ALL LEDGER
2 '_ PO
- �EPDXY BOLTS OR SIMPSON
TITEN SCREWS @ 8" O.C.
DETAIL (:I t —UTILITY ROOD
SCALE; 1-1/112"4-01 (HALF SIZE
Im
Na Date DwcrWm
/1\ 10/22/21 Permit comment
zis-10/29/21 Permit comment
ARCHITECT
Graphic Designer
AR 0013444
Orlando, Florida 32804
407-628-8981
FAX: 407-628-8982
;m=110 on- 0,101-
'vmim
to
Fr*d Nw 20-008
-Frawirg mft
ELEVATION
& SECTIONA.,
scaw
1/4 V-0" (AS NOTED)
....
EXHAUST —
FAN
!■
II• T -
II
11
II
11
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
10
II
II
II
I I
I
I I
II �
II
II
■
II ''
II
I
r-------------..-----------------T
I I
aundry
IILwink
Shower I
I
I � I
LAUNDRY
p14'-411 Xi°-b'° I
I r-----a r------ i m CL N I
I
I
I
I
I
I
I
I I I j
f I !
I ® !
®— — — — — — — — — — — — ---_--®_—_-- ® I
I
I II
3
.-- _-_-------------------- __---.._-_.-_-_
s
8 HALF SIZE)
I I
P_-4 p I
I 1
I I
p I
I I
I I
I I
I I
I I
I I
I I
I I
I 1
p 1
I I
I I
I I
I �
I �
I I
I I
I I
I �
I I
I I
DUCTLESS SPLIT HEAT PUMP SCHEDULE
MARK
SCU-1/SHP-1
SCU-1/SHP-2
SCU-1/SHP-3
SCU-1,/SHP-4
SCU-1/SHP-5
NOMINAL TONS OF CU
1.5
.5
.5
1.0 L
75
TOTAL COOLING LOAD
18
6
6
12
9
AHU CONFIGURATION
WALL MOUNT
WALL MOUNT
WALL MOUNT
WAkLL MOUNT
WALL MOUNT
AHU DIMENSIONS D X W X H (IN.)
31 X12)(13
31 X12X13
31 X12X13
51 Xl2X13
31 X12X13
SUPPLY AIR (CFM)
ENTERING AIR DRY BULB (DEG. F.)
80
80
80
80
80
ENTERING AIR WET BULB (DEC, F.)
67'
67
67
_
67
67
VOLT/O
208/230/1
-®—
CONDENSER
UNIT
MCA
42-�
SERVED
KITCHEN/DINING
BEDROOM
BEDROOM
MU,j,TU- 'URPOSE
LIVING
MANUFACTURER
MITSUBISHI
MITSUBISHI
MITSUBISHI
0ITSUBISHI 1
MITSUBISHI
SSHP MODEL #
MSZ GL18
MSZ GL06
MSZ GL06
MSZ ZI-12.NAU1
MSZ GL09
SSCU MODEL #
MXZ 8C48/AV1
—
MINIMUM EFFICIENCY AT ARI
18.9 SEER
----
- — -
REMARKS _
1 THRU 7
1 THRU 7
1 THRU 7
! THRU9M7
THRU 7
-'I
1. PROVIDE WITH AUTO RESTART, EVAPORATOR COIL. FREEZE PROTECTION AND LOW
AMBIENT TEMPERATURE CONTROLS
2. PROVIDE WITH COOLING/HEATING THERMOSTAT OR REMOTE CONTROLLER
3. 957 OUTSIDE AIR AMBIENT
4. MCA = MINIMUM CIRCUIT AMPACITY
5. EVAP FAN IS FED ELECTRICAL_ FROM CU
6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM
SHORT CYCLING
7. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT
8, CONDENSER SIZE - 52-11/16 X41--11/32 X 13 + 1
' i ♦'Nal1 !
REFRIGERANT LINES. ROUTE FROM CU. ACROSS
2 ROOF ON OUTSIDE THRU THE GABLE END, INTO
ATTIC AND DOWN THRU CEILING AT EACH SHP
(AHU).
PROVIDE 3/4" DIAMETER LINES AT INDIVIDUAL
AHU'S DOWN TO GRADE. INSULATE HORIZONTAL
LINES INSIDE UNCOOLED SPACES, ATTICS, AND
WALLS.
s !j
4 SHP-2 THRU SHP-5 BOTTOM TO BE MOUNTED
ON WALL 0 80" AFF. POWER, CONTROL,
REFRIGERATED SUPPLIED TO EACH FROM THE
CONDENSER (CU)
05 SHP-1 BOTTOM MOUNTED ON WALL ABOVE
96"AFF
CONDENSER (CU) ELECTRICAL DISCONNECT AT
�� UNIT ON ROOF--220V, 60A, 1PH
fi •- r •:MIf -kifialm
EXHAUST H"OD SECTIONS
0
Napammorm
Deft Deecr"m
1 10/22/21 Permit comment
10 29/21 Permit comment
ARCHITECT
Graphic Designer
0013444
FortPierce,
_ 34982
407-304-0264
PrCied No.- f#
SCHEDULE
MECHANICAL
b
DETAILSPLAN
10-20-21
Drawn re a
r--.--•--•—
I
I
CW FROM
WELL
1 3 2
i
r-- — a�---- --- --- --- — _
i
CO
I
L
I
I
qas
I
I
I
I
I
I
I
I
I
I�
TO SEPTIC TANK 2 q
(SEE SITE PLAN)
r7
c0
LIVING AREA
Conditioned = 2451 50 FT
Unconanionea Artacnea. Utility = 27b t Cu t-'l
carport = b3i 50 FT
porch = 241 Sa FT
gross under roof = 3309 5(2 FT
1i I"1r = ►0111111 IR b
SANITARY LINE
oco SANITARY CLEANOUT
—CW- - - — COLD WATER LINE
— • - — - - --dW HOT WATER LINE
MANIFOLD (optional)
-Gam — . — — - GAS (PROPANE) LINE
PLUMBING PLAN
SCALE 1/4'-1'-0' (1/S' HALF SIZE)
PLUMBING —PLAN —NOTES
1. PLUMBING WATER PIPING TO BE COPPER TUBING INSIDE
RESIDENCE. EXTERIOR PIPING TO BE PVC. WATER LINES
SHOWN ARE SCHEMATIC. LINE SHOULD BE RUN IN ATTIC
OR WALLS TO PROVIDE THE SHORTEST RUN AT PLUMBERS
DISCRETION.
2. THE KITCHEN RANGE/GRILL TO HAVE GAS (PROPANE)
SUPPLIED FROM TANK LOCATED NEAR DRIVE. REFER TO
SITE PLAN SHEET - A.01 FOR APPROXIMATE LOCATION.
3. SANITARY PIPING TO BE PVC, UNLESS OTHERWISE NOTED
(UON).
4. NEW POTABLE WELL LOCATED TO WEST OF EXISTING
WELL. ( REFER TO SITE PLAN). SUPPLY SHALL BE TO
THE REVERSE OSMOSIS UNIT AND THEN TO MANIFOLD S
WATER HEATER
S. NEW SEPTIC TANKI SYSTEM LOCATED IN AREA TO
WEST OF CARPORT. (REFER TO SITE PLAN).
6. THE WELL WATER TO BE RUN THROUGH THE REVERSE
OSMOSIS UNIT AND DISTRIBUTED IN ATTIC SPACE WHERE
POSSIBLE. SURFACE MOUNT PIPING WHERE NOT POSSIBLE
TO CONCEAL IN ATTIC OR WALLS.
7. PLUMBING CLEAN OUTS (CO) SHALL BE INSTALLED AS
SHOW, OR AS DIRECTED BY CODE AND OWNER.
8. WATER SUPPLY FOR WASHER, REFRIGERATORS,
DISHWASHERS, KITCHEN SINK, LAVATORIES, AND TOILETS
SHALL HAVE VALVES AT FIXTURE CONNECTIONS.
9. BATHROOM TOILETS SHALL HAVE BOTH COLD AND HOT
WATER FOR INSTALLATION OF A BIDET ATTACHMENT.
10. ALL PLUMBING ,SHALL CONFORM WITH CURRENT STATE
AND LOCAL CODES.
11. DISHWASHERS (2) SHALL HAVE ONLY HOT WATER SUPPLY.
E.
I I M
Ask"
�11
ARCHrrECT
Graphic igner
..,, ...
Fort Pierce, FI 34982
407-304-0264
readesignlegmail.com
Remodel for
M/M Mark Fick
RESIDENCE
PLUMBING
PLAN
Scale
1 /4„ _ 1 —0,f
le" Dot&
8-31-21
I 0 0 0 0 9 -07 - Z =1 I'M
S
SINK
CAW
WTO VENT
SCALE : ws
ARCHITECT
-aphic Designer
419LOWAAA�
Fort Pierce, F1 34982
407-304-0264
readesignlogmail.com
model for
M Mark Fick
SIDENCE
INDIAN RIVER DRIVE
'PIERCE, FL
FILE Copy
Projed No.:
20-008
Xaw*V 7ft
. 0
PRELIMINARY
PLANS
Xa*ft Na: P3.2
3calo 1/4 1 P-0$0
Mm Data
8-31-21
wn Br. rea
%.A %ru Lay-
ELECTRICAL GENERAL—N 8 ELECTRICAL LEGEND
ft. IDate,
TO POWER POLE 1. ALL WORK DONE SHALL CONFORM TO ALL STATE OF FLORIDA CODES ® CHIME
AND LOCAL ORDINANCES. REFER TO SHEET AO.1 CODE ANALYSIS. CEILING MOUNTED LIGHT OSD SMOKE DETECTOR 2 10/29/21 Permit comment
2. ALL OUTLETS SHALL BE NEC REQUIRED ARCFAULT OUTLETS. 0 ® RECESSED CAN OSDM SMOKE & CARBON
3, OUTLETS IN KITCHEN AND BATHROOMS SHALL BE GFI PROTECTED. MONOXIDE DETECTOR
4. OUTLETS ON EXTERIOR SHALL BE WEATHER PROTECTED AND GFI. WALL MOUNT LIGHT DUPLEX RECEPTACLE
220V. OUTLET
ti ® RECESSED WALL WASH LIGHT � SPECIALTY J.B.
14 Z 2 X 2 RECESSED LIGHT FIXTURE WP WATERPROOF RECEPT.
r----------`-----------------T---— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---T-1 & FLOOR RECEPTACLE
12 I J 1 2 X 4 RECESSED LIGHT FIXTURE PRE —WIRED
-- I ❑ ___=====II-----____ ❑ ❑ o ❑ I I ® GARAGE DOOR OPENER
aundry t-- I I I ® 1 X 4 RECESSED LIGHT FIXTURE
I ULT
Sink Shower GFI I I IFI NRORRDUPTARECEPT.
1 X 4 WALL MOUNTED FIXTURE
/ I I I I A TELEPHONE JACK
LAUNDRY ' INTERCOM COMPUTER BOX
� 14- X -fir — I f I CJ 1 X 4 SURFACE MOUNTED /
I
III I FLUORESCENT LIGHT
I i r i L >A ® '� �� \ I ' III Tv W/ CONDUIT TO ABOVE CLG.
I
I D?V(bl
i i_ z Gar Ot't I I PULL CHAIN LIGHT IQ CABLE JACK
2i M K�' I p I I I I PC r0 DISCONNECT SWITCH
}11 1 1_ t _ III -� WALL SCONCE ELECTRICAL METER
4
—
_JBATH PANEL
MUD/ROOM
R
. R/'_ Vnn
" X 6'-011
—
HYBRID ELECTRIC
WATER HEATER-2'=b"—
Oe
F. i I220V.1
locket
L----J
VT twL 3:
14'-1" X 2'-1 R .�
L Tt_
1
12 4 3060 dbl
II
AM MA
524RGFI
_
�_--
1€ __
F1 POT RACK d 15 j I�
I I Q GFI g
FI
DOV.
TrackJ Lts '
II
ti Kitchen/ Dining-- G-
1I 3 A I I
II I I
II I
II
11 I I
II I I
II I
I
II WP sh48 wP sh48
1
I
I I I
I �pRGH I
I I
I I
I I
I I
I I I
I
I � I
®------------- — — — — — — — — — — —
AUTO CHARGING III I
220V, 50A I
w wP
1706, Q wP I I
I
<P L��l I 1
< 3 LIN. I 5 91
II pocket ' owe w i ci I 1
jf
I� r Bed
R GFI ii� ITH 2
m Ai3
i dp —
II . i i GABS 1 i I I
li 3
II _
m OSD OSDM I I 068 QSD it I Future
.� 13050 sh
v ll 5065 3 I I
(� J 13
--- 1
� I
GD J
- - ---
FiL 12P9�u>3�+ai�tER I 1
GFI l
I I
3066 6 I I
�1 „pocket I 1
�l 1�
3 \ I I
/ `FI \ I I
GAB. GF
Livin Rom LIN. MUL I -FURFOS RM. I I
� � qp I I
I
qp j I
� I I
map OSD pocket OSD I
~ Bntl"l�
QSDM `4
---------------------------------- I I
------------ ---------------- ----------------------- I
505b Fixed(056 Fixed
16 I I
SO
I I
I
\----------------- _j
move Exist
under Soffit
10
i
12
ELECTRICAL PLAN
ID
FLOOD LIGHTS
CHANDELIER
WALL SWITCH
JUNCTION BOX
DOOR BELL/
--E]
GARAGE DOOR SWITCH
Q
AUTO CHARGING
STATION (220V, 50A)
® ELECTRICAL PANEL
CEILING FAN w/ LITE KIT
® FAN/LIGHT COMBINATION
FAN/MOTOR
ELECTRICAL PLAN
KEYNOTES 0
1.0 SWITCH
FOR
UNDER COUNTER
LIGHTING.
2.(S SWITCH
FOR
POT
RACK LIGHTING.
Q SWITCH
FOR
TRACK LIGHTING.
3. JUNCTION
BOX
FOR
MINI —SPLIT
#1.
4. JUNCTION
BOX
FOR
MINI —SPLIT
#2
5. JUNCTION
BOX
FOR
MINI —SPLIT
#3.
6• JUNCTION
BOX
FOR
MINI —SPLIT
#4.
7• JUNCTION
BOX
FOR
MINI —SPLIT
#5.
8. JUNCTION
BOX/ DISCONNECT FOR MINI —SPLIT
CONDENSER ON
THE
ROOF.
9-JUNCTION BOX FOR GATE OPERATOR (220V).
10.FEED TO GATE POST LIGHTS.
11. JUNCTION BOX FOR KITCHEN HOOD.
12. SENSOR FLOOD LIGHTS (OWNER OPTION).
13.JUNCTION BOX FOR ATTIC FAN.
14.JUNCTION BOX FOR POWER TO SEPTIC SYSTEM.
15.CONDUIT UNDER FLOOR WITH POWER TO ISLAND
REQUIREMENTS.
16.JUNCTION
BOX
FOR
DOOR
BELL/ CAMERA.
17.JUNCTION
BOX
FOR
WATER
PRESSURE TANK.
Fort Pierce, FI 34982
407-304-0264
readesign1 •gmail.com
Remodel for
M/M Mark Fick
RESIDENCE
Ewa*" TNw
. .
ELECTRICAL
PLAN
E)rawVNo.: E 3.1
Scale!
1/4 99 = 1 !—Q„
k"DaW
8-31-21
E 3.1 SCALE 1/4'=1'-0' (1/8' HALF SIZE) Drawn Br. re a
Checked ®r
Panel -A (Interior)
200amp
WATER 120/240, 1 ph
HFATER 42 Circuit
AC-1 DISCONNECT
Cmdemrowr
I ae I
INSIDE
-LECTRICAL RISER DIAGRAM
NTS
No. Dais Demr"m
1/23/20 Revised Framing plan & connectors
- - - - - - - - - - - - - ---- - - - - - - - -
L- - - - - --- - - - - - - -
ELEC771RIC METER
Conduit BASE320amp,
342 & 146 Bond 0 1201240, 1p
200 AMP 125 AMP 125 AMP
1101240V 1101240V 11 0/240V
1PH 1PH 1PH
y
DISCONNECT L DISCONNECT <==>'2':'Conduit to
(GARAGE) (SHOP) #2 CU G:=x- Ff"L
2" Conduit 343/0
& 146 Bond
(2) -3/411xl 0'.
COPPER
ARCHITECT
00 3
TYPE
Graphic Designer
lot 0
SERVICE. LIB. # AR 0013444
VOLTAGE
MOUNTING
FOLM
mm
C =1
147,
mm. a
VOL=
...........
s
Wa
mrfv"'
L5C
CA' 1 (71 P
k' 111"K F
fA
�A
....... ...
---------- ---
so
IV
---------------
.............
ej . ,
(_
-, 1 -1
:D U
-------------- ----- - -----------
- ---- -------
6"
a
Alk
LP
-----
'POO
ml�
zz,
�j
Ij
...........................
v
2.S
7-7
Fort Pierce, FI 34982
407-304-0264
Prx4ft4 No; 20-008
DrawkV Tffiv
ELECTRICAL
PANEL SCHEDULE
ONE -LINE & DATA
Imm Date
9-14-21
Drawn W. re®
Chec*od Br.
I