HomeMy WebLinkAboutELEVATIONS/ 15 CFN /
801
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12x8x7
EXISTING AC UNIT DESIGN CERTIFICATION
\ I DESIGN PARAMETERS AND,
WIND LOAD COMPLIANCE
1. FLORIDA BUILDING CODE: 010 ED. &ASCE 7 -10
2. BUILDING DESIGN IS ENCL )SED.
3. MEAN ROOF HEIGHT: 12 Fl ROOF PITCH: 1/12
INTERNAL PRESSURE I OEFFICIENT: 0.18
4. WIDTH OF ENDZONE: 3 F
5. BUILDING CLASSIFICATION TABLE 1-1 ASCE 7: II, FBC TABLE 1604.5: II
6 WIND SPEED 165MPH WI ID EXPOSURE CLASSIFICATION: C
ADJUSTMENT FACTOR OR EXPOSURE & HEIGHT: 1.21 1
7. COMPONENT & CLADDING VIND PRESSURE ON ROOF ZONE 3: +20.5 / -124.0
/JP DUCT ' I 8. COMPONENT & CLADDING IND PRESSURE ON 10 SF WALLZONE 5:
212 CIF - CONN EXIST +50.8 / -67.7
12x8x7
2 DUCTWORK I 9. COMPONENT & CLADDING: VIND PRESSURE ON OVERHEAD GARAGE DOOR:
N.A.
10. LOADS: FLOOR: 45 PSF, F DOF-DEAD: 10 PSF, ROOF -LIVE: 20 PSF
\ \ 11. SHEAR WALLS CONSIDER ED FOR STRUCTURE? YES
/ \ I 12. CONTINUOUS LOAD PATHPROVIDED? NO
\ \ 13. ARE COMPONENT AND C DING DETAILS PROVIDED? NO
Af'*-P L� A KI \ \ \ \ I 14. MINIMUM SOIL BEARING P RESSURE: 2500 PSI PRESUMPTIVE
APRODUCT APPROVAL AFFIDAVIT: ADDITION @ 501 NETTI ES BLVD., JENSEN BEACH, FL
165 MPH WIND PRESSURE (INTERPRETED) PER FBC-R T-301.2(2) EXPOSURE "C" EXCEPT AS NOTED.
OPENING AND MFGR& GLASS ATTACHMENT: TYPE, SIZE, SP ING, OPNG DESIGN PF
RK MAPRODUCT MODEL NO. EMBEDMENT PRESSURE PF
FIBERGLASS PANEL THERMA-TRU NA #10x2-1/2" WS @ 2X BUCK E +47.1 /-61.4 +/-
DOOR, 32/68 OUTSWING NOTES#1 &ANCHOR! ZONE5. 20SF
IMPACT RATED FL# 15000.1 DETAILS "IMPACT
WINDOWSINGLEHUNG: CWS PVC 1-1/8"ANNEALED #10x2-1/2"WS@:
A & B 24x54 OR 24x36 8100 SERIES 5/16 LAMINATED NOTES #1 & #6 &
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
NEW HEADER & DBL STUD
JAMBS FOR NEW DOOR, \
ST2A EXT LIGHT,
SIMPSON
06, 16 GA
STRAPS,
OVER EXIST
\ //
SHEATHING, CUT
(2) 16d ® PLATS
. 0 LENGTH,
& 8d 0
EA STUD
I `V/ I
o
A II
II //
iV/ %
I
ALUM RAI
ING, MAX
CLR
OPENINGS, ANCH
R TO LANE
ING &
fL
STRINGER TO RESIST
300#
ORCE
REPOSITION EXIST A/C UNIT AS
REO'D FOR DUCT WORK
CLEARANCES, INSTALL 4X4 POST
FOR LANDING
C
24X36
SHUTTERS REQ'D
ALUMNUM
NOTES#1  &ANCHOR!
DETAILS " NON -IMPACT RA
D"
VINYL- SIDING ON
CLASSIC D4 OR
---
PER NOA-1-1/2" x 0.122" GAI
V NAI
MOISTURE BARRIER
OTHER LISTED
7/16" HEAD @ 16"oc HORIZ &
VERT
OVER '/z" PLYWOOD ON
PRODUCT IN
PER PRODUCT SIZE, THRU'!"
PLY
2X FRAMING @ 16"oc
FL# 12483.R2
OVER STUDS.
MAX
HURRICANE PANELS EASTERN 22 GA --- 1/"" T.C. W/ 1-1/2" EMBED IN CIMU,
6"
GALV STEEL, FROM CORNERS, 3" EDGE D
ST.,
NOA 09-0330.04 12"oc MAX SPACING
NOTE #1: (REFER TO THE COMPLETE NOA OR FLAPPVL)
NOTE #2 (SEE EACH OPENING PRODUCT FOR QUANTITY & SPACING OF ANCHORS)
MASONRY ANCHORS 3/16" TAPCONS THRU 1X PT SHIMS W/ MIN 1-1/4" MSRY EMBED.
2X WOOD BUCK ANCHOR #12 SCREWS W/ 1-3/8" EMBED IN 2X BUCK
NEW WINDOWS
MATCH ADJACENT
EXISTING
rmillu.
EXIST FRONT
STEPS &
RAILIN N6
WORK
AAESUBIJ C7 tO ANY ORRECTND AL EONSORK
ARERr.SU ED BY HELD Ih15PECTORS THAT
MAYBE NECE9SARY�N ORDER TO
COMPLY W ITHALL A PLICABLE CODES.
EXIST FLOOR
LINE
+50.8 / - 67.7
+/- 67.5 PSF
(ZONE 5, 10 SF
AREA
+50.8 / - 67.7
PER
(ZONE 5, 10 SF
ARCHITECTS
AREA)
LETTER
+50.8 67.7
(ZONE 5, 10 SF >69.0 PSF
AREA) PER FL APPVL
+47.1 / -61.4 EXCEED
(ZONE 5, 20 SF OPENING
AREA) DESIGN PRESS.
FRONT ELEVATION
SCALE
✓E EXIST WINDOWS B_FRAME 2x4
WALL FOR NEW WINDOW i Z9c
BATT INSULATION \�
�SEE PRODUCT APPVL AFFIDAVIT
� FOR WINDOW TYPES
L
1. SCOPE OF WORK: RE -BUILD EXTERIOR WALL OF PORCH WITH PT WOOD FRAMING IN
COMBINATION WITH EXISTING ALUMINUM TUBE FRAMING FOR STRUCTURAL WALL.
FRAME FOR NEW WINDOWS TO SIZES SHOWN. CUT IN NEW DOOR OPENING FROM
BEDROOM, CONSTRUCT LANDONG AND STEPS OVER RE -LOCATED AC UNIT.
2. FRAME INTERIOR PARTITIONS AS SHOWN AND REMOVE INTERIOR STEPS AND FRAME
OVER WITH 2x6's ® 16"oc AND 5/8" PLY SUB FLOOR, FELT MOISTURE BARRIER AND
FINISH FLOORING. INSTALL 1/2" BYP BD WALL FINISH.
3. INSTALL NEW SHOWER STALL AND RELOCATE WASHER & DRYER WITH PIPING AS
SHOWN. INSTALL ADDITIONAL ELECTRICAL OUTLETS AND FIXTURES, EXTEND AC DUCT
TO FLOOR REGISTERS AT LAUNDRY, BATH & OFFICE.
4. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID
ROUTING CONFLICTS.
5. PROPERLY DISPOSE OF ALL DISCARDED MATERIAL AND WASTE PER NETTLES HOA
AND ST. LUCIE COUNTY REQUIREMENTS.
ELECTRICAL NOTES
1. INSTALL NEW RECP OUTLETS AND LIGHT FIXTURES AS SHOWN, CONN TO SPARE
CIRCUITS AT EXIST PANEL, PER NEC 2010 REQUIREMENTS.
PLUMBING NOTES
1. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, PLUMBING
501 NETTLES BLVD.
THIS PROJECT
NEB
VICINIT MAP
7
N
2. WATER SUPPLY PIPING ABOVE GRADE SHALL BE COPPER TYPE "M". \
/ \
3. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE, PER FPC 606.2. \
4. PROVIDE BACK -FLOW PREVENTER IF REQUIRED, AS PER ST. LUCIE COUNTY. / SEE REAR ELEVA-fifflN &
ENLARGED STAIR PLANS \
HVAC MECHANICAL NOTES / DETAILS ON SHEET 2 \
6-10" TRDS 2'-8" !%
1. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, MECHANICAL. / � � 30" BURY
2. REFER TO EQUIPMENT SPECIFICATIONS AND DUCT LAYOUT PROVIDED BY OTHERS. / , (2)4X4 POSTS
RELOCATE EXIST Ll
A/C UNIT UNDER 10OW MAX
WORK TO EXISTING MODULAR HOME � LANDING - 3 0WALE{ LIGHT,
1. AT 3 PLACES IN THE EXTERIOR WALLS OF THE MODULAR HOME OPENINGS ARE JP SUP 6
MODIFIED: 'A' NEW DOOR INSTALLED, 'B' EXISTING DOOR MOVED, 'C' ORIGINAL WINDOW _ _
MADE INTO A POCKET NOW REINFORCED INTO A CASE OPENING. `� 2'-8" // A POSJ�I BASE
2. INSTALL MIN 2X6 HEADER ON DBL 2X STUDS CONT. TOP TO BOTTOM PLATE. / �� / ON HOUSE
STRAP STUDS AND HEADER PER DOOR ANCHOR DETAIL. // ' SLA
3. INSTALL MIN 1/2" PLY SHEATHING TO SOLID BLOCKING /// I INSTALL NEW 32"DR OPENING I M DULA
MAX 16"oc W/ MIN 8d's 0 4"oc AT FILLED -IN WALL AREAS. / C40 W/48"X39" LANDING ME WA PLAC�S
NEW FLOOR OVER- AND 6-73/s" RISERS
4. INSTALL METAL DIAGONAL STRAPS OVER EXIST SHEATHING / STEPO ROOFUPLAALL / 1
TO FORM A SHEAR PANEL ADJACENT OPENING 'A'.
AUND M. BEDROOM
ZL/ EXIST DOOR /
/ TO REMAIN / B / DRYER WASH
e /
A` NEW 3 DOOR WASHER
�/ O/ ry' LOE:3
CATIIN, SEE DETAIL HOOKUP
O
DRYER O
y / g THRU RO
3'-6" 2'-8"
/ BATH-2 BEDROOM-2 BATH-1
�/ ° / y RELOCATE EXIST
/ WASHER & DRYER
) I ---- ii ---- W CAP EXIST PIPING
'ca"vetu \ / n & VFNT
THESEPI� HAVE BUCMDA
6ED REMOVE EXIST " L---- ----J
WDOS, INSTALL � \
NEW & IN FILL \ REMOVE POCKET
INAccom, hilt WALL O DOOR, DBL STUDS EA JAMB,
SEE DET. FOR ANCHORING
t�DING CODE / ADDED ELEC I
OUTLETS / / / 3'-5° EXISTING FINISH FLOOR 1
1' 2 1/ " NEW PARTITION ELEVATION OF ALL ROOMS
/ OFF! 2X4's 016" OC W/Y2" A\
3-24"X54" 1 GWB EA SIDE, SEE DET SHALL REMAIN AT 7.00 FT
wDOs N A VD
ENTRY LIVING KIT -DINING
EXIST DOOR
i TO REMAIN
NEW FRAME WALL
/ W/R11 INSUL. FOR EXIST 24"X54"
/ \ NEW WINDOW WDOS
/ / \ A
/ '\
EXIST a�(rri#11(i11
\ 24"X54' 3�0 � ILaU WDO 54QIIdo ,
EXIST 24"X30"
/ \ \-7 WDOS
APPR'0VED PARKING
SPACES
AWINDOWS ® FRONT,
B �- SEE PLAN
II I
\
FLOOR AREA: \ .
EXISTING IJA = 882.0 SF \
\
ENCLOSED PORCH = 182.5 SIF \
_ TOTAL UA = 1,064.5SF 0 FLOOR PLAN
REAR ELEVATION \ WALL ENTRY=38.5SF
LEFT ELEVATION -CORNER NEW REAR STEPS
SCALE 1 /4" = 1'-0" SCALE 1 /4" = 1'-0" TOTAL = 1,135.0 SF SCALE 1/4"
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DSD PROJ. 1257
DRAWN BY Z.K.
DATE 4-23-13
SHEET
A-1
OF 2
A
b
0
1"X1"X)6"
ALUM TYP
#10 TEK 012.00
CONT WOOD
PLATE
#1OX1" WD
SCR ® 12" OC
INTERIOR WALL CONNECTION
AT ROOF PANEL DETAIL
T' = 1'-0"
EXIST COMPOSITE
ROOF PANEL
LAG SCR @ 24"oc,
SP4 @ 16"Oc @
EA STUD, TYP
ROOF WALL CONNECTION DETAIL
3"
LSTA12 STRAP W/ 10-10d
x 1-1/2", TYP @ ALL
STUD JOINTS
TYPICAI
3„ = V-0„
LSTA18 @ EA STUD W/
14-10d x 1-1/2"
MIN 15# FELT MOISTURI
BARRIER, TYI
VINYL SIDING, MATC
EXISTIN
FLOOF_
3" = 1'-0"
SP4 @ EA STUD TOP &
6-10d x 1-1/2",
PT PLATE W/ 1/2"x4"
ANCH @ 32"oc,
WINDOW OR DOOR
REMOVED, FILL W/ 2X
WOOD STUDS @ WOO
STRAP TO EXISTING
NG DETAIL
LL PLATE
_OCKING
WALL ANCHOR @ SLAB DETAIL
3" = V-0"
ARCHITECTURAL SPECIFICATIONS
GENERAL SCOPE OF WORK.
1. MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS
OF ST. LUCIE COUNTY, FL AND THE FLORIDA RESIDENTIAL BUILDING CODE, 2 110 EDITION.
2. SEE GENERAL NOTES FOR SCOPE OF WORK.
DIVISION 3 & 4: CONCRETE & MASONRY
1. 2500 PSI REDI-MIX OR SACKCRETE FOR POST FOOTINGS, SEE CONC & MASONRY NOTES.
DIVISION 6: WOOD AND PLASTICS
1. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE,
OR SPRUCE -PINE -FIR NO.2 OR BETTER. MAX 19% MOISTURE CONTENT. USE PRESSURE
TREATED WHERE NOTED AND/OR REQUIRED AND IDENTIFIED PER FBC 2303.1.8.1. PORCH
BEAMS: 2x12's MIN GRADE: DOUGLAS FIR - SOUTH OR EQUAL, W/ MIN 1200 Fb (FIBER
STRESS) W/ I" PLYWD FLITCH PER DETAIL 3/2.
2. PLYWOOD: APA EXP-1, CDX. ROOF SHEATHING: 5/8" (19/32" MIN), 32/16 SPAN.
3. FRAMING ANCHORS: SIMPSON, HEAVY GALVANIZED OR STAINLESS,.. W/ ALL NAILS,
SCREWS AS SCHEDULED.
4. ANCHOR ADHESIVE: SIMPSON AT 'ACRYLIC -TIE', 2 COMPONENT, CAT, PA. 69.
DIVISION 7: THERMAL AND MOISTURE PROTECTION
1. BATT INSULATION: EQUAL TO MANVILLE KRAFT-FACED THERMAL INSULATION: MIN R-11 AT
WALLS, R-19 AT FLOOR, INSTALL PER MANUFACTURER'S RECOMMENDATION FOR THE GIVEN
CONDITION,
2. VINYL SIDING OVER VAPOR BARRIER & EXISTING SHEATHING OR 1/2" PLY TO FILL OLD
OPENINGS.
3. CAULKING/SEALANT: GE SILICONE II XST, PAINTABLE TYPE.
DIVISION 8: WINDOWS AND DOORS
1. EXTERIOR DOOR: It PRE -HUNG, FIBERGLASS OR METAL, IMPACT RATED, FLUSH OR PANEL
INSULATED CORE, PRE -FINISHED, 3-BUTT HINGES PER DOOR, 32"x8d" SIZE, RAIN -TIGHT
WEATHERSTRIPPING AND WEATHERSEAL THRESHOLD.
2. WINDOWS: SINGLE HUNG, ALUM, PGT OR EQ.. RE -USE EXISTING NON IMPACT RATED (STORM
SHUTTERS REQ'D), OR NEW IMPACT RATED INSULATED, SIZES SHOWN INSTALL PER PRODUCT
APPROVAL.
DIVISION 9: FINISHES
1. VINYL SIDING: OVER VAPOR BARRIER AND PLYWOOD, INSTALL PER PRODUCT APPROVAL AFFIDAVIT
3. GYPSUM WALLBOARD SHALL BE U.S. GYPSUM OR EQUAL. INSTALL. AS PER
MANUFACTURER'S INSTRUCTIONS.
4. PAINT INTERIOR 2 COATS, OF VINYL LATEX SEMI -GLOSS OVER EXISTING
AND NEW SURFACES PER MFGR. RECOMMENDAl10N5 AND OWNER'S DIRECTION.
5. FLOOR FINISH AS SELECTED.
DIVISION 15: MECHANICAL
1. EXISIR4. HVAC SYSTEM, MODIFY DUCT LAYOUT AS DIRECTED OR PER MANUAL-J CALCS. ALL WORK
SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, MECHANIC L. PROVIDE MANUAL-J, ENERGY
CALCS AMD DUCT LAYOUT W/ CFM AS DIRECTED.
2. CUTTING & PATCHING OF WALLS OR ROOF SHALL BE IN ACCORD NICE TO THE OWNER'S AND
ARCHITECTS REQURRMENTS.
3. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLA,. ON TO AVOID ROUTING CONFLICTS
4. PROPERLY DISPOSE OF ALL DISCARDED MATERIAL AND WASTE PER OWNER AND ST. LUCIE COUNTY
-REQUIREMENTS.
5. ANCHOR CONDENSING UNIT, IF APPLICABLE, TO CONC PAD W/ GALV. MIN 16 GA BRACKET'S OR
STRAPS EACH CORNER/ 2-#14 SMS TO UNIT AND 2-1/4" X 2" TAP CONS TO PAD.
6. PLUMBING: SEE NOTES AND RISER DIAGRAM.
DIVISION 16: ELECTRICAL
1, SEE NOTES ON SHEET A3.
2. INSTALL DEVICES UTILIZING EXISTING SPARE 20A CIRCUITS WITH GA, GROUNDED ROMEX,
1500 WATTS MAX EACH CKT. I
3. ALL WORK SHALL COMPLY WITH NEC 2011.
EXIST
1-1/2" VTR
4 fFiiI
2" TUB
EXIST
2" LAV RELO ATE
1-Y2 W AP
CON TO
EXIST
2" LAV
CONN SHAWER 3"FROM BATH
TO EXIST 3° & KIT
PLUMBIN RISER
SCALE NTS
GENERAL NOTES: PLUMBING
1. Contractor shall field verify location and size of all existing utilities & 13. All drainage & vent pipes and condesate lines shall be Schedule 40,
water pressure prior to construction. Any discrepancies with existing
Type DWV in conformance with ASTM D2665.
conditions and Permit Documents, contractor shall notify the
Architect prior to modifications.
8 396.
2.
All labor, materials, and equipment provide by Contractor shall be in
15.
All copper pipes shall avoid contact with all other metals & and
accordance with all local & state applicable codes. All work shall be
concrete masonry. If copper water lines run through metal studs,
installed by a licensed plumbing contractor.
provide protection with metal stud inserts.
3.
Water & Sewer lines shall be capped and sealed to maintain dust free
16.
install ma n wateF eUt off valvend h^ EfI. Rt. .,h. ate
systems. Lines shall be free of debris prior to connection of new
I' nteps the h lla•__ install iR an ssibl. leeatian.Mai water
equipment.
yak,e _`_.l be ball a'ye _..a baeleflaw r eRteF shall he a .1. ble
4.
Piping penetrating any walls and floors shall be sealed. Any
z eeT:a*:e.
penetration of fire walls shall be sealed with firestopping material,
17.
For all domestic water shut off valves install ball valves.
where applicable,
18.
Install pressure balance and antiscald valve ('140°F) for
5.
Piping penetrating the roof shall receive flashing and counter
tubs/showers.
flashing. Coordinate with roofing contractor.
19.
Install a ball valve at water heater on the cold water line as it enters
6.
Provide sleeves for piping penetrating the slab and under- ground
the water heater.
water piping, with 1" min. clearance between sleeve and inside
20.
All connections at water meters, backflow preventers, and appliances
surface and pipe exterior.
shall be made union joint.
7.
All insulation and adhesives shall have a composite fire and smoke
21.
Install cleanouts every 100' of drain line, at each bend < 45 deg and
hazard rating to meet ASTM E84, NFPA 255, and UL 723 not
at base of each stack in accordance with all applicable local and state
exceeding a flame spread rating of 25 and a smoke developed rating
codes.
of 50.
22.
All piping shall be concealed within the walls, chases, between floors,
8.
Insulate all hot water pipes with 3/4" thick flexible foam.
and under slab. Provide access panels for all concealed shut-off
9.
Insulate or wrap all piping to prevent vibration and sound
valves.
transmission caused by water flow.
23.
Coordinate all piping to avoid conflicts with all trades.
10.
Insulate all domestic water piping where exposed in non- conditioned
24.
All plumbing fixtures are located on the plans.
spaces. Provide aluminum jacket and label piping.
25.
Plumbing layout and plumbing riser diagrams are diagrammatically
11.
All pipe hangers and supports shall be factory fabricated and comply
drawn. Field conditions may require modifications to layout for
with all local and state applicable codes.
proper installation of piping and fixtures. No modifications shall
12.
All domestic water copper pipes and fittings above ground shall be
compromise the design intent of the building.
type 'L' and underground shall be type 'K' per ASTM 8-88. Alternate:
26.
All finishes of pluming fixtures shall be coordinate with Owner prior
Wirsbo Aqua Pex Plumbing System for water lines. Use copper @
to order accessories for plumbing fixtures.
fixture hook up.
27.
Owner shall select all plumbing fixtures and accessories.
28.
Fees for permits and other related items shall be coordinated
between the Owner and Contractor.
4"TYP
-
H
rn
ATTACH 2X BUCK TO
< JAMB STUDS OR HEADER
In
cn W/ MIN #12x3" WD SCR
6 p
C7 AT LOCATIONS SHOWN.
SEE PRODUCT APPROVAL
In
u�
ATTACH DR FRAME W/
MIN #10 W SCR TO 2X
WD BUCK FRAMING, SEE
PRODUCT APPROVAL
to
#12 WD SCR @ 6 T�P
THRESH
DOOR & FRAME ANCHORING
SCALE 1/2" 1'-0"
BEARING HEADER dCHEDULE
HDR.
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL
STUDS
(2)
2 X 6
S.P.F.
16d @ 121111 o.c.
UP TO
3'-11"
(1)
(1)
(2)
2 X 8
HEM/FIR
16d @ 12 o.c.
4'-0"
TO 6'-0"
(1)
(1)
(2)
2 X 10
HEM/FIR
16d @ 12 O.C.
6'-1" iT0 8'-6"
(2)
(1)
(S)
2 X 12
HEM/FIR
AG
16d @ 8 o.C.
8'-7" 'TO
16'-O"
(2)
(2)
NON -BEARING HEADE
SCHEDULE
HDR.
SIZE
SPECIES
NAILING
OPEP
NG
JACKS
FULL
STUDS
(2)
2 X 4
S.P.F.
STAGGER
121R D o. c.
UP T
3'-11"
IF-1"
(1)
(1)
(2)
2 X 6
S.P.F.
STAG ERI;U
16d @ 12 o.c
4'-0"
TO 9'-8"
(1)
(1)
0
0 8„ TO 1�0
2„
0 0
HEADER
MIN
!EMAX0
SEE ENLARTED WALL
DETAILS OPPOSITE -
NEW EXTERIOR VINYL SIDING
OVER MIN 15# FELT
MOISTURE BARRIER ON MIN
5/8" PLYWOOD ON 2x4
WOOD STUDS @ MAX 16"OC -�
Bd GALV BOX OR #8 a
2-1/4" GALV METAL
SCREWS @ 6"OC MAY
SHTHG TO STUDS, TYF
LSTA18 @ EA STUD,
14-10d, 1235#
a_
Y
<
-
I �I
I I III ,II
I �-7I
I I I II
I I � I III
I I III /// III
I I II
e ~ M�I%SPANI
P < MIN #11d W S�N I TO
2X WDI BUCK I I
I I FRAMING, SEEN 11
I I PRODUCT APPROVAL
WINDOW ANCHORING
SCALE 1/2" = V-0"
1/4"x6" GALV LAG W/ 3" \
WSHR @ 16"oc MAX, SEAL \\ #10 TEK @12"OC
W/ MASTIC
CONT WOOD
EXIST COMPOSITE ROOF PLATE
PANELS TO REMAIN 1 X1 X)6 #1OX1" WD
ALUM TYP SCR @ 12" OC
4, PER NOTE BELOW
EXISTING WINDOW
REMOVED
REPLACE EXIST 3" FOAM
INSULATION WITH NEW R-11
BATTS
R-19 BATTS INSUL
SP4 @ EA STUD TOP & BOT,
6-10d x 1-1/2", 760#
PT PLATE W/ 1/2"x4" EXP
ANCH @ 32"oc, TYP
Iln II `X" GYM
TYP INTERIOR PARTITION,
2x4's @ 16"oc W/ CONT
TOP & BOT 2x4 PLATES,
FIREBLOCK ALL CONCEALED
SPACES MAX. 10 FT.
LENGTH
2Y2" DECK SCR
@16 OC
TYPICAL WALL DETAIL
SCALE 1/2" = 1'-0"
Weather Head
EXISTING SERVICE
EXIST
2" Conduit W/3
#3/0 THHN Alum
or Equal
EXIST 150 AMP
PANEL DISC.
EXIST
ELECTRICAL RISER
Electrical Load Calculations:
1060 sgft. @ 3.0 VA/sgft.
= 3,180 VA
Garbage Disposal
= 500 VA
2 Sm Appliance @ 1500
= 3000 VA
Refrigerator
= 1,200 VA
Microwave
= 1,000 VA
Dishwasher
= 1,000 VA
Range/Oven
= 6,000 VA
Dryer
= 5,000 VA
Washer
= 1,200 VA
Water Heater
= 5,000 VA
A/C #1 @ 10.0 kw
= 10,000 VA
0
EXIST METER
EXIST #4 COPPER
CU TO COLD WATER PIPE
AT HOSE BIB
EXISTING GROUND ROD
EMBEDDED IN FOUNDATION
SCALE: NITS
EXIST 150 amp
PANEL
Total Panel Load:
A/C #1 @ 10.0 kw
= 10,000 VA
1st 10,000 VA @ 100%
= 10,000 VA
Remaining VA @ 40%
= 6,832VA
Total:
= 26,832 VA
26,832 VA =
111.8 amps
240 V
Total Amps required: =
112 - - - OK - 150 A Exist
Sub -Total: = 37,080 VA
Summary:
Existing 150 amp service meter, with (1) single phase 120/240V 40 ckt 150 amp panel.
Supply new devices w/ #12 Grnd conductors from 20A breakers.
f« �
THESE PLANS HAVE @LEN REVIEWED
IN ACCORDANCE VH THE FLORIDA
BUILDING CODkI
DOOR
2"X6" RIM
JOIST, 4-SIDES
w
n vX8"
GALV LAG E.W.
4"X4" PT
POST
-v
4'-2"
I NI
NOTCH 2XB STRINGER W/ /
1" CLEAR AT A/C UNIT)J
1"X5"X2'-9"
EACH STEP
1" NOSING
2"X8"STRG
En
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e W
p E M
I d n
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0 HOUSE SLAB
4"X4" POLUMN BASE
2 OUTBOARD
POSTS BURY IN 2
m I IS
12" DIA X 18"
CONCRETE I tO
IN
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FHESE PLANS AND ALL PROPOSED WORK
AaE SL!iJECT 10 ANY CORRECTIONS
F!"OUIRrvO BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
G'aMftf WITH ALI. APPLICAaLE CODES.
CONCEALED FASTENERS OR ATTACHM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
10" NOSING -NOSING
(2-2x6's TRDS)
X
X
<
1 "X1 "0e"X9"
ALUM ANGLE W/
3-�(s, S/S SCREWS
TO THR & STRGR
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ALUM ANGLE
W/2-Y4"X3" TAPCON
EA SIDE OF STRINGER
STAIR DETAIL
SCALE 1/2" = 1'-0"
STAIR PLAN
SCALE 1/2" = 1'-0"
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DSD PROJ. 1257
DRAWN BY
Z.K.
DATE
4-23-13
SHEET
Am2
OF 2