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DATE : 10/23/20
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CHECKED Mc
REVISIONS
EXIST POOL WALL
1
EXIST. RD. WIN. -
NEW F.G. RD, WIN.
(MATCH EXIST. SIZE)
AHU ON SHELF - REMOVE
EXIST. W.H. (BELOW) - ADD
TANKLESS (GAS) W.H. TO
OUTSIDE
SOFFIT 5'
ABV. BUILT-IN
i
DEN
\ REMOVE EXIST,
\ FIR, DR, 8 S.L. -
NEW SL. GL, DR.
9 o" \
+'S\
O y
NEW PRE- F B. MTL,
FIREPL E - VERIFY NEW
FINIS W/ OWNER
LIVING ROOM
FLAT CLG.
\
\
J
NEW ROLL-DN
/ SCREEN FOR OPN'G.
BELOW BM.
Y
NEW ROLL-DN
SCREEN FOR OPN'G,
BELOW BM.
SC
F(
GENERAL ADDITION NOTES:
-THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR).
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
-EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR)
EXAMPLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM
MATERIALS, ROOFING MATERIALS, FASCIAS, ETC.
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD.
-M.A. CORSON 8 ASSOC, INC. SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
-CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS
OR EASEMENTS ARE ENCROACHED. (OWNER, 8 OR
— — — — — — — — \ CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETC.)
+ \ `
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REF.REF
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♦BELOW BM.0 WALLS
FIXED SCREEN
NEW STUCCO ON , ` \ ENCLOS. W/
BLK. RETAINING — — — DOOR — — — — —
WALL - MATCH ---_-----------
EXIST, SEE DETAIL ,
ON SHT, S
5' 115/5"
O +�
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NEW FOLDING GL. DR,
MORNING RM,
9'O" CLG. HT.
REMOVE EXIST.
S.H. WIN. - NEW
9'O"x(o'O" F.G. WIN.
VERIFY SIZE
3' 1"x6'4"
SH 26
F. 011
5 4"
3' IIIx o'41
SH 26
F. 011
TANKLESS
W.H. (GAS)
NEW - VERIFY
LOCATION
T' 6'l
WALL LEGEND
F,5,C, 2011 l(oTN EDITION) FOR
EXISTING BUILDiNGS
SUMMARY:
THE ALTERATION AREA HAS BEEN
DESIGNED TO- LEVEL 2
* Chapter 5 of the FBC 201-1 Existing Building
* less than 5051. of the aggreregate area
* The lateral -force -resisting system of the existing
structure is adaquate to withstand any new lateral
loads of the new addition per Section 501.5 of the
2011 FBC Existing Buildings.
* The existing residence has hardwired smoke alarms and
the new addition shall be hardwired and interconnected
to the exist, system where accessible Per R314.3
201-1 FBC,
THE ADDITION HAS BEEN DESIGNED TO- CHAPTER 5
*Chapter & of the FBC 2011 Existing Building
8 2011 FBC 8 CHAPTER 6 OF 48CE 1-10
HOLLOW 3 HATCHED =
EXISTING WALL TO REMAIN
SOLID = NEW WALLS
DASHED = EXISTING
---------- WALL TO BE REMOVED
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4' 5" x 6' 4"
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STL,
COLS.
13' O"
5EDR00M 2
5'O"x5'3"
EXIST. H.R. (IMPACT)
(TO BE PAINTED WHITE)
-----------------------
-----------------------
GARAGE
°
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9'10" CLG. HT, p x�j
a'2" ABV. (0'0' .F,F) m OLL
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VARIES
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________________ RELOCATEDI -
Panel Parpl
2, SIl
FIN. (RELOCATE)
FL. RELOCATE
4' 6" 3' 5 UP I m EXIST. VAC
REMOVE EXIST. I SH 36 I O fo I R LQCATED Q
4' 5 x 6' 4 2 6"
QUAD.WIN. - NEW-
3'O"x3'O" F.G. SQ.
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IS
EXIST.
I I STEPS D .
I I O'O" FIN. FL.
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T' 0 3' SI
AREA CALCULATIONS
Exist, let Floor a/c
3,405 S,F,
Exist. 2nd Floor a/c
1,301 S.F,
NEW 2nd Floor a/c
544 S,F.
Total A/C
5,250 S,F,
Garage
1,109 S,F,
Covered Patio
518 S,F,
Total Non A/G
1,621 S,F.
Total Under Roof
6,8l-t S.F.
* Contractors to verify all
footages
* All areas are calculated to
outside dimensions,
4'OIIx6'O"
F.G. W/ TRANS.
VERIFY SIZE
----------------------
II
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- - - - - - - - - - - - - - - - - - - - - - - '
Digitally signed
by Mark A
Mark A. Corson
Corson Date:
2 2 1 22 En
0 0. 0.
16:32:21-04'00'
---------- >
---------- Q
-- -------- 8 M
--- 3-9
ir---J I 4' 6"
61I 6"
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M DIFY FLAT GD ` 1 EQUIP, 1 I x 2
A V. (FL. DEPTH) 3 0 R6MOWE 1 1 1 I I = N
2ND L WALL ABV. l , E>{IST, W.;'
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OMIT SINK 8 ADD GAB, W/ IT O
KNEE SPACE
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[PIERS ABV. TO BE REMOVED �p STANDING N
(a PLACES) TUB X U
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DATE : 10/23/20
DRAWN BY pig me
CHECKED MC
REVISIONS
7 F,PLACE
NEW 42" HIGH
ALUMIN, RAILING
W/ TEMP, GL,
PANELS - VERIFY
W/ OWNER
5ALCONY
( ;=;=m
BELOW
DN.
5' 4"
AHU - - - - - -
I
12'0 3/4" F.F. I
w
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- -----------------------------------------
F
N z X
z (Y� MASTER
BEDROOM
CATH. CLG.
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS:
PRODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR, DATE
TYPE, SIZE, SPACING 8 EMBEDMENT
APPROVAL
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
PGT
5/16" x 2 3/4" TAPCONS
WINDOWS
SH-5500
EVERY HOLE. ALL WINDOW
+52,1 / -69,1
01/30/2025
(SINGLE HUNG)
(IMPACT)
SIZES SAME ATTACHMENT,
+10,0 / -110,0
20-0401,03
MIAMI /DADE
WORST CASE SCENARIO CALCULATED
WINDOWS
HR-5510
PGT
1/4" x 2 3/4" TAPCONS / *12 HEAD
+52,1 / -69,1
09/24/2025
MIAMI / DADE
(H. ROLLER)
(IMPACT)
+65,0 / -I10,0
20-0406,01
WINDOWS
PW-5520
F'GT
*
1/4 x 2 3/4 TAPCONS / 12 HEAD
+52,1 / -69,1
04/30/2025
MIAMI /DADE
(FIXED GLJ
(IMPACT)
+50,0 / -I10,0
19-1126.10
SLIDING GLASS
SGD-5510/2110
F'GT
1/4" x 2 3/4" TAPGONS / *12 HEAD
+52,1 / -69,1
+60,0 /-60,-80,
04/14/2021
MIAMI / DADE
DOOR
(IMPACT)
-100,0
11-0420,06
FOLDING GLASS
"6L-13" ALUM.
NANA-WALL SYSTEMS
(SEE MANUFACTURERS SPEGS,�
+52,1 / -69,1
N/A
MIAMI /DADE
DOORS (OUTSWING)
(L.M.I. IMPACTS
+14,5 / -14,5
FL-20101,2
PRODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
EVALUATION AGENCY
TYPE, SIZE, SPACING # EMBEDMENT
PRODUCT DESIGN
PRESSURE
APPROVAL *
ROOFING
"BARCELONA
BORAL ROOFING LLC
2 - 10d RING SHANK NAILS W/ ICP POLY-
+18.1 / -14.2
04/2(o/2022
(CONCRETE '�S" TILES
900�
SET AH160 ROOF TILE ADHESIVE AH-160
-123,2
19-1021.11
MIAMI /DADE
(54 GRAM LARGE PADDY)/
ROOF BUILT-UP
POLYSTICK
POLY GLASS USA
NA
09/13/21
UNDERLAYMENT
TILE PRO
SELF -ADHERING (SEE PRODUCT SPECS)
11-0614,22
MIAMI / DADE
NA
+18,1 / -28,8
NA
STUCCO
NA
STUCCO ON MTL. LATH
MIAMI / DADE
NA
BUILDING DATA 4 DESIGN PRESSURE SCHEDULE
PROJECT/NAME
KLEIN RESIDENCE
ARCHITECT
M,A, CORSON 8
ADDRESS:
12112 NW MARINER CT,
ASSOCIATES, INC,
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I,
WIND LOADS BASED ON F,B,C, 2011 (6TH ED,)
S, WALL ZONE (PSF): 4) +52,1 / -5(o.5
d ASCE 1-10, AND N.E.C. 2014
5) +52,1 / -613,1
2,
BUILDING DESIGNED AS: ENCLOSED OPEN
9, GARAGE DOOR (PSF): +44,2 / -411
3,
MEAN BUILDING HEIGHT: 24 FT, ROOF PITCH: 3,5 /12
10. LOADS: FLOOR 60 PSF
INTERNAL PRESSURE COEFICIENT +/- : 0,10
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4,
WIDTH OF END ZONE: 4'
11, SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SPEED: ALT, 110 MPH 3 SECOND GUST -
YES X NO
NOMINAL: 132 MPH
12, CONTINUOUS LOAD PATH PROVIDED?
5,
BUILDING CLASSIFICATION TABLE 1-1. ASCE 1
YES X NO
F,B,C, TABLE 1604,5
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
6.
EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: I,10
YES X NO
1,
COMPONENTS 8 CLADDING WIND PRESSURE ON:
14. SOIL BEARING CAPACITY: 2500 PSF
ROOF ZONE (PSF): U +30.1 / -4113
PRESUMPTIVE: BY TEST: X
2) +30,1 / -53.3 3) / -123,2
15. TYPE CONSTRUCTION (TABLE 601) IIB
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S,F, EFFECTIVE WIND AREA)
14' O"
r- - - - - - - - - - - - - - -
' eV' FLAT CLG,
1-
REPLACE EXIST,
I 2 CLOSET PKT. DRS,
(MATCH EXIST.) . - - - -
EXISi� ,'
'.AHU ASV..
_J L_ "
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c"
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CLOSET BUIL -IN '
' DESIGN BY THEIRS - I,
VERIFY W/ OWNER
I I;
L - - -
J;'
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3' 1" x 6' 4" I 13' III x 6' 41'
SH 26 : : : SH 26
-------------
Mark A
Corson
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* WINDOWS 4 DOORS TO NAVE
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* WHITE FRAMES
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GARAGE BELOW
STAIR NOTE:
o
cp
23 EQ, RISEfI 1,25" = 1310 3/4"
-11
RAILING 2'10" ABV, EDGE OF TIR.
Ia
1" NOSING TYP. 3 - 2 x 12 STRINGERS
(2) 1,25" RISERS + (1) 10" TREAD = 24,5"
I
20' Oil
2' 4"
01
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------ --------------------�� ;TEMP. GL. ON 42" ;----------------------------• ---- "•
- I I
REMOVE EXIST, STgjM UNIT 8 `,MJ4LL 8 TEMP. GL.
WATER HEATER ADD,NEW GAS TANKLESS 2' 2" x 4' 2"
�� I'�OR 2"2' x4'2'
ON EXT. WALL BELOW SH H34 , , SH H34 x =
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2'5 x6'S 1ST. FL. WALL BELO
24" , SO" SPRING HT,
' O ro , ACCESS DOOR
F--------------- - -----------------------x '•--- ----------ABV, FOR AHU---------------------------------------------------------------
0
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F,G, ABV, -
EMOVE EXIST
'
5'-0' AFF
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------____-
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F,G,
SH
SH
SH H34 SH H34
EXIST, BALCONY
ll
1 O 8
PIERS / COLS,
TO BE REMOVED
20 (o"
(S PLACES)
30, 2"
REMOVE EXIST, SHWR.
VALVES 8 SPRAYERS
REPLCE W/ NEW - PER
OWNER'S SELECTIONS
MASTER SITTING
CATH, CLG. - 9'O" SPRING HT.
TILE FL.
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SH H34
1' all 1 11011
41 10"
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Digitally signed
go by Mark A Corson
Date: 2020.10.28
11:56:59-04'00'
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DATE 10/23/20
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CHECKED Mc
REVISIONS
EXIST POOL WALL
F,PLACE
s
Y
NEW STUCCO ON ♦ \
BLK. RETAINING \ '
WALL - MATCH ♦ ♦ ------------------------
EXIST. ♦ ♦ „ ` ,
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7 R
MIR
EI=OX*r DOWEL NOTES
I) USE EPCON "THICK" EPDXY OR APPROVED EQUAL.
ALL DOWELLING TO BE PERFORMED PER
MANUFACTURERS SPECIFICATIONS.
2) FOOTINGS - EPDXY DOWEL ALL NEW FOOTING STEEL 6"
INTO EXISTING FOOTING AND EXTEND 12" INTO NEW,
NEW Sx12 THICKENED EDGE
(VERIFY)
EX15TING SLAB SEE FOUNDATION PLAN
(VERIFY) FOR SLAB DETAILS.
■■■■■A■r�mONE" 0
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EX 15
STL.
COLS.
TANKLESS
W,H, (GAS)
NEW - VERIFY
LOCATION
0.I
O O F F_
(EXIST.)
(NEW SLAB)
O
m
FOOT1NIS REPAIR LEGEND
EXIST, SLAB 8 FTG'5,
TO BE REMOVED
8" UNDER -POURED CONC.
12" B.F.F. (ELEVATOR PIT)
v
m
Digitally signed
y Mark A
Mark A. torson
Corson Pate:
020.10.22
6:34:12-04'00'
ro
all 24' O" IL
e
-2'4 FIN,3/4
FL.
0'0" FIN. FL.
VARIES (EXIST,) O(L
5"UNDERPOURED
CONCRETE 1 IS"D x 15"W CONS, MONO. FTG. W/ 811 Q
3 *5 BARS CONK. _
-1'10" B.F,F �- -`- ---- ---- ----- ----- --
(EXIST,)—
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4' 6" NEW) m I (EXIST.)
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'�- ------ --- -----
VA ; I '
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STEPS D . V ' —
'A ' O
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(EXIST) L3' S 3 S' 4' 6°
1 611
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W/ 1 *5 BAR CONT,
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2x SOLID
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REVISIONS
9' I I/16" S' IIsiO" T' 11 5/16" 5' O"
51 411
5.011
EXIST, POURED OR COMPOSITE T*E
BEAM, SEE PLANS \
-- 11 - - - - 11--
0
3/0" EXT, GRADE PLYWOOD BOTH
SIDES W/2x6 RADIUS BLOCKING
BETWEEN a 6" O,C, FOR CORNER
RADIUS PANELS, (3) 16d NAILS INTO
EACH BLOCKING: THRU PLYWOOD
SIDES, ANCHOR 2x8 P.T. BLOCKING: TO WALLS
b BEAM Al 31111 TAPCONS AT 6" O.G,
STAGGERED.
PLYWD. TO 2x
NOTE:
REMOVING OF FALSE FRAMING
AT ARCHED OPNG'S. IS ACCEPTABLE
NEW WINDOWS AND DOOR WILL BE
ATTACHED TO THE EXIST. BLK. 8
GONG. - NO STRUCT. INTEGRITY IS
BEING LOST.
STUCCO BAND
ATTACH WINDOW TO WOOD
HEADER THROUGH FRAME
W/ •10 WOOD SCREWS
(SCREWS PER MANUF, SPECS)
1 3/8" MIN, EMBED. COVER W/
STUCCO 4 CAULK JOINTS
CONT. BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ,
BEHIND FIN OR FLANGE 8 _
CONNECTION BETWEEN _
WIN. FRAME 8 STUCCO,
ALUMINUM WINDOW
5/8" STUCCO ON P.B. METAL
LATH ON TYVEK VAPOfR-
BARRIER ON 1/2" CDX PLYWOOD
SHEATHING ON 2x STUDS w 16" O.C.
EXIST BLK, WALLS
s FLL D CELLS
�4EAD
-01-I/2" DRYWALL
BOX CUT TYVEK AT OPENING
AND FINISH ROUGH OPENING
W/ PEEL-N-STICK FLASHING
AROUND ENTIRE OPENING,
FLASHING TO OVERLAP
TYVEK 2" 0 EXTERIOR AND
RETURN TO DEPTH OF ROUGH
OPENING (MIN,)
PER 2011 F,B.C. (II EDITION)
R-103,4 (1,4) INSTALL PER
FMA/AAMA 100-12 WINDOW
INSTALLATION SPEC,
WOOD SILL W/ SKIRT TRIM
VERIFY DESIGN W/ OWNER
DBL, SILL PLATE NAILED TO
2x STUDS e SP4 OR SPlo 9D
16" O,C,
�1/2" DRYWALL
SILL
3/4"=I'O
12' 0" 2ND F,F,
O' O" FIN, FL.
-1&3 O" BRG. HT, _
STAIRWELL
FRAME DN. ARCHED
OPN'Cs, -STUCCO TO
III III MATCH EXIST,
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Mark A. Corson
Corson Date: Ln
2020.10.22
1635:38-04'00'
42" ALUMIN. RAILING
W/ TEMP. GL. PANELS
REMOVE EXIST, FRAM
DN, STUCCO ARCHES
—21' S_BRG. HT, w
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- —1210 3/4" 2ND F,F(V
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REVISIONS
12' O" 2ND F.F.
10' 9' BRG. HT,
O' O" FIN. FL. -
L
REMOVE EXISTING -
TERRACE TRELLIS,
COL.'S, t KNEEWALL
Mark A.
Corson
CONC. BARREL TILE
ROOF (MATCH EXIST.)
Digitally signed
by Mark A
Corson
Date: 2020.10.22
16:36:45-04'00'
12
CONC. ROOF - - - - - - - , - - - - I 1'� 37f F—
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21'8" B.H.( STAIRS) _
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177
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FIN. (MATCH
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- ------ --- - - - - --
1' ------ -
REMOVE EXISTING f
STUCCO BANDING/ (�
BUMP -OUTS. RELOCATE---------------------------------------------------------------- - — - — - — - 12' O" 2ND F.F.
TRIM
12
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_I' 10" FIN, FL, y
121-0" 2ND F_F.
10' 9" BRG. 14T.0-
- O' O" FIN. FL.
_I' 10" FIN, FL,
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DATE : 10/23/20
DRAWN BY: pjg me
CHECKED Mc
REVISIONS
J1�1ll�1C11ll �J��VzAA-i\-,�.THON 14"r90�� 6
IOd nails g 4"—
See rake nailing below
5/5" cdx plywood, nailed and glued within 4' of gable
rake overhang. Nails to be IOd ring shanks at 4" o,c,
at edges and ro" o.c, in field.
2x4 ladder blocking at 2'0" o,c, and panel
edges nailed to truss top 8 bot, chords
w/ (2) 16d nails - over entire span
Simpson H4 clips at ladder to truss
too chords - two, I
J
Sc i ssflr truss�'s —
12" rake
match exist,
Gable end sheathed with 1/2" cdx
plywood, nailed at 4" o,c, at all
edges and 12" o,c, in field,
2x2 blocking - anchor to beam
w/ 1/4"x3" lag screws e 12" o.c,
bot, chord to blk'g, w/ 16d ring
shanks m &" o,c,
Simpson L8TA12 flat straps
16" o,c, w/ 10-I0d into
gable end truss d beam,
kxALD)LE
2 x 4 blocking at 4' o,c, and panel edges,
nailed to truss bottom chords w/ (2) 16d nails,
tx4 cross bracing at peak of gable end
to bottom of second truss, and at
ro' o,c, each side of peak, Nail to
each chord w/ (2) I(od nails,
(3) 2xl2 porch beam - see framing plan
frame out to col, width, wrap w/ 1/2"
cdx plywd, and finish per plan
Interior wall
s
See typical wall section for
roof, fascia and soffit details
and notes.
Exterior,,,,
5/5" stucco on p,b, metal lath
on Tyveck vapor -barrier on 1/2"
cdx plywd, sheathing on 2 x 6
studs at Iro" o,c„ R-19 batt
insulation, smooth finish 1/2"
drywall and wood base,
(MATCH EXIST,)
8'211 B,H,
GLG, - —
EXIST,
Exist, concrete slab to be
cut-out 4 removed # new
15" x 15" conc, mono ftg, L
(3) 05 bars cont,
O'011 F,F,
r� A A ��
111011 B,F,F,
-- -—
2' 4" B,F,�
31400e�9Coo
C,t1� li�l l ICI I
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(MATCH EXIST,)
-----------------------------
- - - - - - - - - - - - - - - - - - - - - - - - -
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5/6": drywa l l on ceiling
I I
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II
New 2xlfp11 2-story
w/ 2x�,'$ w 16" o,c„
w/ R-19: batt insulation
B finleI �h,,I w/ 1/2" drywall
on both, sides,
IOC a 4" O.C. 211 X 4" LADDERS 6
24" O.C.
5/5" CDX PLYWOOD
ATTACH LADDER TO
TRUSS TOP CHORD
W/ 2-16d NAILS a 24"
211 X 4" BLOCKING CENTERED BENEATH
PLYWOOD JOINT,
ATTACH BLOCKING W/ 3- I(od
TOENAILED OR 2- 16d ENDNAILED EACH
END I
-------------------------------------
- - - - - - � — - - - - - - - -
- - - - - - - - � — - - - - - - - - - - -
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ELEVATOR
c,t111�l11�1 I
211x4'I -
CON'T,
10dNAILS
a
4" O,G,
FLASHING
2x4 BLOCKING BE
LADDERS NAIL W/
2-16d NAILS
2-16dNAILS
a
EACH LADDER
%A4DEE FASCIA
Gable end finised w/ Nardi -plank
siding on 150 felt paper or Tyvsk,
on 1/2" CDX plywood,nailed at fo"
o,c, at all edges and 12" O.c, in field,
12" RAKE
(MATCH EXIST)
(VERIFY)
U2
REMOVE EXIST, ROOF TRUSSES,
GUT -BACK EXIST, FLOOR, 8 GIRGsER
\TRUSSES, ADD NEW MICROLAM BM,
(SEE ROOF 4 FL, FRAMING
PLAN)
viv
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CHOP, UPPED WALL TO BM,
SIMPSON LSt,4Iro a EA. VERT,
1D, ANCHOR ; BEAM TO roxO
KN'G (BELOI.t;I);W/ (3)SIMPSON
rAl6 a 32" (BOTH SIDES)
------------ ------
Q u \ - 2I'L3 B.H,
12
12 _ _ _ _ _ 2l'O" SPRING
HT, AT EXT, W,4 E
Drywall ceiling
NEW
M A A-r=tom
51 I I INC-1
3/4'' T4G plywood sheathing on 2x4 wd,
studs boll o,c, on exist, 15"h, floor trusses,
•- -11
HANG EXIST, FLOOR TRUSSES
ON NEW MICROLAM BM, W/ SIMPSON
HU825, SEE FL. FRAMING PLAN
12'011 2ND. F,F�
10'2" B.N,
/(--IG
ROOFING...
Concrete roof tiles over hot mopped 900
granular roofing, over 30" felt paper
tin tagged to 5/5" cdx roof sheathing on
engineered wood roof trusses at 2411o,c,
The first course of roof sheathing at save
should be nailed and glued, and should be
a full 41 width, i
2118 B,N,
I' ro 0,i-4,
NQ
SAVE,,,
Galt', metal drip edge on
Ix2 trim on
2xro r,s, cedar fascia w/ stucco
soffit on high rib mtl, lath
w/ 2" cont, screen vent
(MATCH EXIST.)
5/0" stucco on p,b, metal lath
on Tyveck vapor -barrier on 1/2"
cdx p1pol. sheathing on 2 x (o
studs at 1ro11 o,c„ R-19 batt
insulation, smooth finish 1/2"
drywall and wood base, (MATCH EXIST
Attach upper wall
to girder w/ SIMPSON
MT51ro a 32" o,c,
81211 B.I-I,
/ CLG,
EXIST,
Mark A.
Corson
12
3,5
(MATCH EXIST,)
Digitally
signed by Mark
A Corson
Date:
2020.10.22
16:37:29-04'00'
12
�(�n
ing 12
5/S„
Simpson 6P6 clips at each stud
to dbl, top plate and Simpson strap
at ea, truss ses framing plan
NEW
MASTER
C,IttlAlr..
1/2" gyp, bd. on 2x& studs at I(o"
o,c, w/ 5 1/2" batt insul, (R-19)
3/4" T4G plywd sheath, screwed 8 glued
on 2x wd, blk'g, v l(o" o,c, on exist, 15" fl,
trusses
Exist, 10" deep fl, trusses over
exist, wall
5/5" drywall on ceiling
:•4
�•
Exist, bm, (vsrify)
I
•D
—Exist. S" conc, blk,
exterior garage wall,
i)
121011 2ND, F,F,
NEW - MATCH
EXIST,
I1'S11 TERRACE
(EXIST.)
101211 B,H,
/ CCr_
99�� 9(3H
TYPo WALL Si"'CTHON 314
2-STORY SECTION 'a EXIST, TERRACE
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DATE 10/23/20
DRAWN BY: pig me
CHECKED Mc
REVISIONS
STRUCTURAL NOTE6
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING; ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK, M.A. CORSON 8 ASSOC. INC. IS NOT RESPONSIBLE FOR THE
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS
AND PROGRAMS.
CODE& AND STANDAIRD6
I. WIND LOADS ARE PER ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A
110 MPH WIND SPEED (3 SEC GUST), EXPOSURE D,
INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE) 0.18, IMPORTANCE FACTOR, AND BUILDING CATEGORY II,
2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
A. FLORIDA BUILDING; CODE 2011 (6TH EDITION)
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05)
D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99)
E, NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION ND6/1991 EDITION.
3. ARCHITECTURAL AND MECHANICAL DRAWINGS:
A, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE
GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS
TO PROPERLY CONSTRUCT THE PROJECT.
B. BEFORE ORDERING ANY MATERIALS OR DOINGS ANY WORK, THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED BY THE OWNER RESULTING; FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT.
C, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH ANY WORK.
4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN.
FOUNDATION
I. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF,
2, TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM I'-O" BELOW EXTERIOR FINISH GRADE.
3, ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED, TAKE
EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES,
UTILITIES, PIPING, ETC.
4, PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING
FOUNDATION OR STRUCTURES,
5, CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED
ON DRAWINGS,
6. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH
THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR
ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.
WOOD
1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE",
MOISTURE CONTENT MUST BE 199. OR LESS. STORE WOOD FRAMING
ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION
2, ALL LUMBER SHALL BE SOUTHERN PINE SPECIES 02 GRADE OR
APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW
NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION).
3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH
AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER
IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING,
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER
SHALL BE GALVANIZED WITH A RATING OF G-155 AND CONFORM TO
ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED
LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO
ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE
A GLASS RATING PER ASTM 8695 NO LESS THAN 55. ALUMINUM NOT
TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER.
4. PLYWOOD SHEATHING:
A, ROOF: USE 19/32" APA 40/20 RATED, EXP, 1, PLYWOOD SHEATHING,
B. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS.
USE a'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING.
STAGGER PANEL END JOINTS 4'-O" TYP., ALLOW 1/5" SPACE ALONG
PANEL EDGES AND END JOINTS.
5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING
MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS,
TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE
RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL
LENGTHS ABOUT THE JOINT LINE. USE 5IMF50N STRONG -TIE CONNECTOR
PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED.
WOOD TIRU66E6
I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR
BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF
FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE
SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL
TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT
REACTION
2, WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH
THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD
TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB M3131EDITION).
BRACING IN THE PLANE OF THE WEB MEMBERS:
A, THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL
BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.
B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2"
THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS.
C, A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH
VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS,
3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING
SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES.
IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4
e 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED
AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF
BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED
AT 20-FOOT INTERVALS.
4, DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS
ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS
WITH TRUSS LAYOUT PRIOR TO ERECTION.
5. TRUSSES SHALL BE MANUFACTURED 8 DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN
SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF i PA, AND NATIONAL DESIGN STANDARD
FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI HeC35, AND THE
LOCAL CODE JURISDICTIONS.
6. DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS.
1 CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER
AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL.
CONCRETE
I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS:
A, A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 9 28 DAYS,
B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM.
C, CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT.
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0,55,
E, J0561TE WATER SHALL NOT BE ADDED,
2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY
ACI SPECIFICATIONS.
3, ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF ACI 318 FOR
TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO.
LAP ALL WWF A MINIMUM OF 12 INCHES UNO.
4, ALL HOOKS SHALL BE PER ACI 315 HOOK REQUIREMENTS BUT NOT
LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO.
5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185. PLACE WELD
WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.G.
6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH
STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615
GRADE 60,
1, AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS,
PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH
HORIZONTAL BAR SCHEDULED AT EACH FACE,
MA60NRY
I, MASONRY UNITS SHALL BE
A, LOAD BEARING ASTM C SO, NORMAL WEIGHT, AND SHALL BE LAID IN A
FULL BED OF MORTAR IN RUNNING BOND (UNO),
2, THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS
CALCULATED IN ACCORDANCE WITH ASTM C1314,
3, ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M
OR S ONLY,
4, GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS, C416
AND HAVING A MIN, COMPRESSIVE STRENGTH OF 3,000 PSI
5, PROVIDE 8"x8" MASONRY BEAM WITH 1 "5 CONT. AT EVERY WINDOW SILL.
EXTEND BEAM 8" BEYOND EDGE OF OPENING,
6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT (S GA,) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS
PROVIDE DOVE TAIL
SLOT ANCHORS AT CONCRETE COLUMNS.
ELECTRICAL NOTES
Electrical contractor shall comply with the N,E.C, and all
applicable codes or authorities having jurisdiction.
Electrical contractor to coordinate exact locations of all hvac
equip, 8 it's loads w/ meth, contractor before roughing -in for
proper power and wiring control layout and installation,
All outlets, switches and light fixture locations to be verified
by owner on walk-thru with electrical contractor,
Electrical contractor to sleeve drive and walkways as required
for landscape lighting.
Electrical contractor to provide power as required by pool
contractor for all pool equipment.
Electrical contractor to provide power as required by Irrigation
contractor,
Provide PVC sleeve to inside surface of garage wall for
phone termination, Service must enter inside of garage for
security.
Provide outlet for security system at owners option.
All 110 V, 10, 15 and 20A, receptacles installed outdoors and in
bathrooms shall have ground fault circuit interrupter.
Unless otherwise noted, minimum size wire shall be 012 "AWG"
excluding control wiring,
Smoke detectors to be powered by house electric service w/
battery back-up, Visible "Power on" indicator and a test button,
Verify all conductors and breakers w/ egiup, manuf, specs.
All elect, switches shall be 40" a,f,f, unless otherwise noted.
All receptacles shall be 12" a,f,f, unless otherwise noted,
Closet lighting shall be min, IS" clear from edge of shelves,
FLUM51NG NOTES
It shall be the responsibility of the plumbing contractor to
produce an operational system in accordance with these
drawings,
The plumbing contractor shall guarantee the complete system,
parts and labor, for one year after first operation.
Installation and materials shall be in accordance with the Standard
Plumbing Code and all local codes,
Plumbing contractor shall verify location, elevation, and size of
existing mains before installation is started.
Provide vacuum breakers on all hose bibbs and faucets with
hose end connections,
Fixtures shall be protected against water hammer with air chambers
as required by code.
Provide shutoff valves in the potable water supply and each
piece of equipment.
Insulate condensate lines,
All hot and cold water lines shall be copper type "L" for under-
ground and type "M" for above ground installation w/ silver
soldered joints,
GENERAL MOTES:
Contractor, subcontractors, material suppliers, etc, shall make
themselves familiar with the contract documents and shall verify
all dimensions, conditions at jobsite, plans, specifications, etc, as
applicable and report any discrepancies, errors or omissions to
the architect prior to any work being performed, otherwise we
assume no responsibility for any errors and the contractor,
subcontractor, material supplier, etc, shall assume full responsibility
for errors and/or delays and correct them at their own expence
Changes, revisions, or alterations not made by this office in writing
only, will fully, unconditionally and totally release the architect, its
employees, consultants and design professions, from any and all
responsibility.
The architect has not been retained for the supervision or the
administration of the execution of the work of this project,
Each contractor shall be responsible for construction means,
methods, techniques, sequences, and procedures for safety
precautions and shall comply with the requirements of O,S,H,A,
all applicable building codes and all governmental
agencieshaving jurisdiction.
Each contractor shall make all arrangements for, obtain and pay
for all permits, tests, inspections, and approvals required for his
portion of the work.
All work shall be guaranteed for a period of at least one year
from the date of acceptance.
Stucco shall be two coats approximately 5/8" thick applied to
masonry, 3/4" thick applied to metal lath. Lath shall be flat
expanded diamond mesh galvanized, paper backed, weighing
not less than 3,4 pounds per sq, yard.
Glass shall be float, tinted with shading coefficient of ,ll cat,ll,
3/16 " tempered for operable glass doors. Tempered glass shall
comply with ANSI-Z 911 (all glass at showers/tubs to be tempered).
Caulking using Tremco or eq, silicon -type products shall be
applied at all junctions of wall and window and door frames with
abutting wall surfaces to provide a weathertight water-resistant
installation.
A/C NOTES
It shall be the responsibility of the A/C contractor to produce
an operational system in accordance with these drawings,
The A/C contractor shall furnish installation details and schematics
of all equipment to others who connect to the A/C equipment,
i,e. Electrical and Plumbing contractor,
Ductwork shall be 1" thick fiberglass w/ taped joints unless noted
otherwise.
Provide condensate overflow pans under all units installed above
ceiling.
Provide adjustable, opposed blade dampers at all diffusers,
Provide adjustable extractors or splitters at taps into ducts or
where ducts change directions.
Airconditioning supplier shall guarantee the complete system, parts
be guaranteed for an additional 4 years, parts only after first
operation.
Install filters at RAG's, Provide easy access to filters.
Refer to energy calculations for A/C unit SEER requirements,
* CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
* CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL
FTG, W/ TRUSS MANUF.
* CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES
AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION
* CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR
EASEMENTS ARE ENCROACHED
* REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE
PROCEEDING W/ WORK
* DUROCK SHALL BE USED IN ALL DAMP LOCATIONS 4 IN
ALL SECOND FLOOR WALL AND FLOOR TILE AREAS
* PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT
CONNECTIONS
* TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS
* ALL BATH ROOM WALLS SHALL BE INSULATED
* ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED
* ALL FRAMING (WALLS 8 ROOF) LUMBER TO HEMFIR Fb
1000 MIN,
5"x8" cap beam w/
1 *5 bar continuous,
S" GMU wall w/ all cells filled,
Stucco exposed block,
(match exist.)
S Ga. longitudinal wires
3/ 16" cross rods -joint
reinforcement S" o,c,
�or — — — — -
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bars a 24" o,c, + }
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RETAHNHNU'r_` WALL
Waterproof coating on
wall 4 top Of footing
314"== 1 9 (0 v v
REMOVE / GUT-BAC<, ,
EXIST. TRUSSES /
2x10 P.T. LE��GER�
(2) 3/8"x3"/LAGs ,SCREWS
e EA, STGD W/SIMPSON
U26-2 AANGEAS
New 2x6" 2-story
balloon framed wall.
W/ 2x6's a 16" O.C.,
w/ R-19 batt insulation
B finish w/ 1/2" drywall
on both sides,
Exterior,,..
5/8" stucco on p,b, metal lath
on Tyveck vapor -barrier on 1/2"
cdx plywd. sheathing on 2 x 6
studs at Ira" o,c„ R49 Batt
insulation, smooth finish 1/2"
drywall and wood base,
(MATCH EXIST,)
Ga I v,
lashing
3/4" plywood gusset plates ea, side of truss
glue and nail to all web members w/ 10d m 4"
o.c, (staggered)
12
3.5 EXISTING roof
/ 8 overhang
J [� 8'2" 5,H,
w° EX15T,
.n� 0..4
*0 Q EXIST. BEAM (verify)
EXIST, BLOCK WALL
314000�9�00
Mark A.
Corson
2-STOIP3� WALL S`�'CTHON
Digitally signed
by Mark A
Corson
Date: 2020.10.22
16:38:09-04'00'
'S HALLWAY, BEDROOM 3, 4 MASTER SITTING BATH ABV. 3/4"=1101
stud
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Florida Building Code 6th Edition (2011) Energy Conservation
G402,5,5 Recessed lighting,
Recessed luminaires installed in the building thermal envelope
shall be all of the following:
I. IC -rated.
2,Labeled as having an air leakage rate of not more 2.0 cfm
(0,944 L/s) when tested in accordance with ASTM E203 at a 1,51
psf (15 Pa) pressure differential,
3,6ealed with a gasket or caulk between the housing and
interior wall or ceiling covering,
(See Section C402,5,9 applicable Building cavities)
C402,5,9,1 Vented dropped ceiling cavities,
G402,5,9,2 Unvented dropped ceiling cavities,
C402,5.9.3 Separate tenancies,
G402,5.9,4 Air distribution system components,
oven
1 tower 1
2014 NEC 210,12 (A)
Arc -Fault Circuit -Interrupter Protection.
Dwelling Units, All 120-volt, single phase, 15- and 20-ampere
branch circuits supplying outlets installed or devices in dwelling
unit kitchens, family rooms, dining rooms, living rooms, parlors,
libraries, dens, sun rooms, recreation rooms, closets, hallways,
laundy areas or similar rooms or areas shall be protected by
any of the means described in the NEC 2011 210,12 (A)(1)
through (6)
2014 NEC 406.12
Tamper -resistant receptacles in are required in dwelling units in
all areas as specified in 2014 NEG 406.12(A) through CG),
All 125-volt, 15- and 20-ampere receptacles.
LOAD CALCULATIONS
EXIST. SERVICE FEEDER: 250 AMP
EXIST, PANEL SIZE: (1) 42 CIRCUIT
(VERIFY)
EXISTING LOADS
3113 SQ, FT, x 3 WATT =
9,339
Watts
2 SMALL APPLI. 'a 1500
3000
Watts
1 LAUNDRY
1500
Watts
1 RANGE
a,000
Watts
1 DISHWASHER
1500
Watts
1 DISPOSAL
1500
Watts
1 MICROWAVE
2000
Watts
1 WATER HEATER
4500
Watts
1 DRYER
5000
Watts
OTHER
OTHER
OTHER
SUB TOTAL:
3(0,33C3 Watts
NEW LOADS
149 SQ. FT. x 3 WATT =
44-1
Watts
166 SQ, FT. x 3 WATT =
413a
Watts
OTHER
OTHER
OTHER
TOTAL WATTS: 3-1,2a4 Watts
1ST 10 KW '@ 100% (x2) 1-1,500 Watts
REMAINDER Q 409. -1,913 Watts
A/C HEAT a 100% 10,000 Watts
TOTAL WATTS 35,413 Watts
DIVIDED BY 240 VOLTS = NEW 114-1.5 Amps
EXISTING 250 AMP
POWER SUPPLY SUFFICIENT.
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Can Light
0
Disconnect
di6c
Pendant Light
Push Button'B
Q
Outlet
0
outlet 220v
(11
outlet gfi
switch
$
switch 3 way
$3
wall light exterior
no
Digitally signed
by Mark A
Mark A. Corson
Corson Date:
2020.10.22
16:38:49-04'00'
------------------ - - - - -
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21' VTR
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MASTER BATH
SANITARY LINE
------------------------------------------- Mark A.
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VENT TO REAR OF STRUCTURE
CONTRACTOR TO VERIFY ALL FIFE SIZES -PER CODE
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CAT% Outlet
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Exhaust Fan
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cable tv outlet
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WALL BELOW
19(GV0
Digitally
signed by Mark
A Corson
Date:
2020.10.22
16:39:24-04'00'
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2® 0.10.22
16: 0:20-04'00'
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Mark A. Corson
Corson Date:
2020.10.22
16:41:07-04'00'
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