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HomeMy WebLinkAboutBUILDING PLANHanson Regal/Spanish "S" II Roof Tile
FL # 3505.3 nailed to decking with
(2) 10d ring shank nails over 90 lb. mop in
over 19/32" CDX plywood attached to trusses
Per sheeting attachment diagram on roof plan
-O" T.
A.F.F.
E�E
24"
5/8" thick light textured
stucco on typical concrete
block construction p
Smooth finished stucco band 1 i L/
Li
FRONT ELEVATION
Hanson Regal/Spanish "S" II Roof Tile
FL # 3505.3 nailed to decking with
(2) IOd ring shank nails over 90 lb. mop in
over 19/32" CDX plywood attached to trusses
per sheeting attachment diagram on roof plan
O" T.
A.P.F.
12" die concrete col. block
24" filled w/ cone t (3) US
bars vert. w/ smooth stucco_
5/8" thick light textured /
stucco on typical concrete
block construction
0
Co
RE/4R ELEV�470il
12
SLOPE]6
12
SLOPE o
130 �01SS
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM iCE
REVIEWED BY
DATE I - 1
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THFSF PLANO AND ALL cgnpOSPO WORK
ARE SUBJECT TO ANY COAAECTIONS
REQUIRED BY FIELD INSPECTOA8 THAT
MAY BE RECES>SAAY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.'
smooth finished
stucco band
SCALE; 1/4" = 1'-0"
SCALE: 1/4" = F-O"
^ONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILS OF THE
CONTRACTOR OF RIM
. THIS STRUCTURE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
- FBC 1606.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND'PRESSURE {4e
(1aIM
WINDBORNE DEBRIS PROTECTION `
IMPACT RESISTANCE GLAZING
(Int.)
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate
Mean Roof Height: I1'-10" Roof Pitch: 4:12
Internal Pressure Coe icient: ±O.IB
Subjectability to damage from; Weathering: Negligible Termites: Vero Heavu
Width of Roof End Zone: 5'-6"
Wind Exposure Classification: C
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
Exp Height Ad j Factor: 1.21 x Load Combo Factor O.L = 0,124 applied below
Components ✓I Cladding Wind Pressure (NET) Roof Zone: I. +21.9/-34.6 psf
Roof Zone: 2. +21.9/-60.0 psf
Roof Zone: 3. +21,9/-89,3 psf
Components & Cladding Wall End Zone Width: 5'-6"
Components It Cladding Wind Pressure (NET). Wall Zone: 4. +31.9/-41.1 psf
Wall Zone: S. +31,9/-50.1 psf
Components $ Cladding Wind Pressure (NET) on Garage Door: +31.9/-50.1 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
2:12
— raA m I CH
E] = Roof Zone I
Walls Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
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Comm ti
13-31
A.F.F.
110
12
6 SLOPP�<
LEFT ELEVATION
Hanson Regal/Spanish "S" II Roof Tile
FL U 3505.3 nailed to decking with
(2) IOd ring shank nails over 90 lb. mop In
over 19/32" CDX plywood attached to trusses
per sheeting attachment diagram on roof plan
12
6 ISLOP5<
12
6 ISLOPE
RIGHT ELEVATION
■ 5/8" thick light textured ❑
stucco on typical concrete
6. block construction
5/8" thick light textured
stucco on typical concrete
' block construction
"T.
u
Hanson Regal/Spanish "S" II Roof Tile
FL it 3505.3 nailed to decking with
(2) IOd ring shank nails over 90 lb. mop in
over 19/32" CDX plywood attached to trusses
per sheeting attachment diagram on roof plan
Imb
12
SLOPE 16
12
SLOPE 6
12
SLOPE I 6
12
SCALE: 1/4" = P—O"
Vj
A.F.F.
12" dia concrete col, block
filled w/ conc 1 (3) tt5
bare Vert. w/ smooth stucco finish
SCALE: 1/4" = V-O"
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Sheet
2.
OF
Comm #
13-31
Square
Footage Breakdown
Proposed
A/C Space =
2698
Sq. ft.
Covered
Garage =
Porch Total =
386
536
sq. ft.
sq. ft.
111-4"
Floor Total = 3520 sq. ft.
48" Tall Wa
O
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0D
12" dia c
filled w/
(3) 4 b
ncrete col. block
conc $
rs Vert.
0
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ii
4
Door Schedule
m
lark
Size
Door Description
A
3'-0" X 8'-0"
SINGLE LITE FRENCH w/ SIDELIGHTS
B
(3) 3'-0" X e'-O"
SLIDING GLASS DOORS
C
II X-C' x 8'-0"
SLIDING GLASS DOORS
x 8'-0"
FRENCH DOOR SINGLE LITE
E
2'-8" X e'-O"
SOLID CORE - WOOD - 6 PANEL - 20 MIN FIRI
F
I6'-0" x 8'-O"
GARAGE DOOR
G
2'-8" x 8'-0"
SOLID CORE - WOOD - 6 PANEL
H
3'-O" X 8'-O"
BI-FOLD DOORS
J
4'-01, X 8'-0"
BI-FOLD DOORS
K
(2) 2'-0" x 8'-0"
SOLID CORE - WOOD - 6 PANEL
L
3'-0" X 8'-0"
SINGLE BI-FOLD DOOR
M
2'-6" X 8'-0"
SOLID CORE - WOOD - 6 PANEL - POCKET
N
2'-8" X 8'-O"
SOLID CORE - WOOD - 6 PANEL POCKET
P
3'-0" X 8'-O"
SOLID CORE - WOOD - 6 PANEL - EXTERIOR
- ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
- verify all masonry/rough opening sizes prior to ordering
windows.
- See product approval chart on these plans for exterior
door manufacturer information (including garage door)
- Provide one exit door (swing type) that Is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
I I
!REF
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF 5 SO. FT. FOR GROUND FLOORS,
5.7 SO. FT. FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24'H OR 20'W
SILL NOT MORE THAN 44" ABOVE FLOOR.
GRESS nTEMPERED Flat Ceiling
I
I
i
20'-O"
5'-
4'
C
I
a
L s
I
MASTER 3'-L
12'-0" A.F..F O;
M
M A S
7ER
}
B E D R O O M I p
Flat Ceiling
BATH
34• w h
12'-0" A.F.F I m
I Flat Ceiling I -
I I
12'-0" A.F.FA_'-,,
_
Flat Ceding
ci
Coffer Ceiing_ uo 12_ _ _ _ _/�
4'-e" 9" 5'-O" c
4" -
8'-O" �
-O,
I
4' x B' Arch Opening
I
O
O
0
s
5 She
- - -
Rod t Shelf-
iy
Interior Bearing Wall
Interior Bearing Wall
N
i
8' Column
25'-O"
GREAT ROOM
12'-0" A.F.
Flat Ceiling M
7' x
I I
I I �
I 1
8' Column
I 136" Wall
I
l 0'-0" A.F
4'-2" at Ceding
8' olFlumn
DINING ROOM
12'-O" A.F-FOL
Flat Ceiling
r:3e
10'-0" A.F
TEMPERED Flat Ceiling
H
2'-5"
O
5/O
I
' 2'I
0"
Ln
I
00
5 ITH 42
1
6D
Mir
4- l
v
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HBEDROOM
#2s
I
�'
BEDROOM #If
ea
12'-C" A.F.
T142
12'-0" A.FFlat
Ceding5'-7„
'-4
Flat Ceiling
" A.F.FCeiling
Interior Bear
- - - -
4' x 8' Arch Opening
OO
O O O
2'-O" A.F.
I
II
11
--------
I F O Y E R
I'-8"
Flat Ceiling
I 5' x 8' Arch Openingal l
�tpl
I Flat Ceiling
I
9'-4"
fi /n\O//Q
fl
Interior Bearino
Wall
__-
rOWR 1 0
° wi" REF I 4„
10'-0" 5'-5" 2'-8"0" ,I 0" -
BREAKFAST Gas Top o KITCHEN BEDROOM #�{
Electric Oven 12'-0" A.F. -
NOOK Micro Above `n Flat Ceiling O O LAUNDRY' sI 12'-O" A.
u) I O Flat Ceiling
�I
�I
12'-0" A.F. Fan thru wall 0 -O Al
Flat Ceding ° Flat a II
N F[T- we�he ll
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0 o O° Oo Oo Oo Oo ❑° Oo ❑° ° Oo Oo Oo Oo Oo Oo Oo O o
O O /O ®� O © EGREs II
H.B. H.B.
Window Top IO'-8'
m
Window Schedule
Mark
Size (WxU
Window Description
I.
3'-1" x 4'-2"
SINGLE HUNG
2.
3'-1" x 6'-4"
SINGLE HUNG
3.
4'-0" x 1'-6"
FIXED GLASS TRANSOM
4.
3'-0" x r-6"
FIXED GLASS TRANSOM
5
2'-2" x 6'-4"
SINGLE HUNG
6.
2'-2" x 4'-2,,
SINGLE HUNG
7.
3'-1" x 5'-3"
SINGLE HUNG - EGRESS
8.
I'-8" x 4'-2"
SINGLE HUNG - TEMPERED
9.
3'-1" x 4'-2"'
SINGLE HUNG - TEMPERED
10
3'-1" x 5'-3"
SINGLE HUNG - RADIUS TOP - EGRE55
11.
3'-1" x 2'-2"
SINGLE HUNG - TEMPERED
- ALL Windows to be white ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
product approval chart for window manufacturer information-
- ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
- ALL windows in bathrooms to be tempered
- ALL windows within 18" of finished floor to be tempered
unless impact rated.
- verify all masonry/rough opening sizes prior to ordering
windows.
20'-9"
8T-O"
FLOOR FLAN
So
�_7
J
"0
GARAGE
12'-O" A.F.F
p Flat Ceiling
i
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N
Jll_ IIL-Oil I I ILJIL°
D
AiC
-6"
23'-0"
°
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L- - - - - - - - - - - -
o 1571 inir=.=
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TYPICAL
NOTES:
SCALE 1/4" = 1'-
I.
Contractor to verify ALL notes and dimensions prior to
18. All exposed attic Insulation materials installed on attic
floors shall have a critical radiant
proceeding with work.
flux not less than 0.12 watt per care centimeter.
sa
Exposed foam plastic Insulation
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
materials exposed on the undrside of the roof deck
with F.B.C. Residential Section R314 -
or on the attic walls shall comply
3.
ALL Lumber to be used as Beam, Rafters, etc.., to have
see permit
19. Ggplum board material shall conform to ASTM C36,
info box of code edition
C19, C475, G514, C630, C931
a minimum 1,400 P.S.I. fiber stress.
G960, C1002, C1047,G1177, C1178, C1278, C1395,
or C1396 and shall be Installed
4.
No dissimilar metals to touch.
according to the following:
5
ALL C to d f lab h II b 2500 PSI Fete and
w
rywa apple to garage wa .
16. Wall and Ceiling shall have a flame -spread classification of not greater than 200 20. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
11. Wall and telling finishes shall have a smoke -developed Index of not greater than 450 A108.1, A118.1, A118.3, A136.1 and A137.1
21. Cement, fiber -cement or glass mat ggypsum backers in accordance with ASTM
C1288, C1325, OR C1178 and mstalred I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
oncre use or s s s a a conc
ALL Concrete used for vertical filled cells, continuous, tie beams etc- to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
7. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Pan t Drain at water heater in accordance
with the Florida Plumbing Code current edition.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R309.1 and R309.2
14. Door betweer garage and residence shall be 1-3/8" solid wood - 20 min. fire rated
15. The Garagedshallbe separated from residence and the attic area by 5/8" type "X"
d I I IIll
Drywall
Thickness
Location
Orientation
Frammg
Member
Spacing
Maximum
Max a acln
of Fastonare
Nail sling option* for
installation of drywall into
wood framing members
2" x min. thickness
Nods
Bcrrws
Calling
Perpendicular
24"
III
12"
139a 13/8" long with 19/L4" head
0.098" diaORer x I I/4" long
annular -ringed or 5d cooler nail
0.080" di OR 1 5/8" long with
15/44" head
Wall°
Either
Direction
16"
g"
I6"
OR
Gyypsum board nail 0,084" din.
x 1 5/8 with 9/32" head.
Ceiling
Perpendicular
2q"
1"
12"
139a 1 5/8" long with 19/G4" head
0.098" diaORter x 13/8" long
annular -ringed or Ld cooler nail
OR
0.092" dia. xx I l/e" long with
1/4" head
Walls
Either
Direction
IL"
8"
1L"
OR
Gypsum board nail 0.0915" die.
x 7 'I/B" wrch 19/L4" head.
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Sheet
3.
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Comm #
13-31
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous
concrete slab with fibermesh OR
6 x6 #10/lo WWM on 10 mil Visqueen over
clean compacted termite treated fill
/ a #5 bar Cont.
m
DETAIL AT GARAGE STEPDOWN
Scale: 3/4" = 1'-0"
tt5 bar vert, w/
30" overlap —
at each filled cell
°E TYPICAL
ECTIONS
4" concrete slab with fibermesh OR C
I" recess for
6"x6" 410/10 wWM on 10 and Visqueen ovdr`+
waterproofing at slab
clean compacted termite treated fill
ade
ISE; i __
m
16"w x 16"d concrete monolithic
footingg with (2) #6 bars coat.
III IIII
—IIII
—III
and #5 transverse bars at 82
16"
F-16 FOOTING DETAIL
SCALE 1/2"
Termite Protection for New
Construction as per F.B.C. 1816.1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHUR REQUIREMENT%
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backf illing and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re -treated with a chemical soil treatment
Including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade floors shall not be of cellulose -containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a noncorrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
F-CL IDATION FLAN
1-7-7 1'-4"
- I \�] REF
F2 F-12
I
I
I
1T-8
I
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1 SLOPE 2"
I
I
GRADE
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
I11�111,1;111111II�I1111�
11 1
DETAIL AT REAR SLAB
SCALE 1/2" = 1'-0"
89'-4"
Filled Cell Masonry Column With One
95 From Footing To Beam.
Conc. Fill To Be 3000 PSi
See Floor Plan For Location
Single Filled Cell Column
NTS
Ul I I ILLA I I U U LJ �- i-!_!- ILJI I I IlJI I I 0.JI I I IUI I I IUI I I IUi J- �_ �_ i_ U tJ - IJ U i_ i_ �_ 1�I IU
---------------------------------- -------------- -- - ------------- ------
4' $„
I � p Recess for
I _ ower
I
I �
IF _ 1 4" concrete slab with fibermesh OR 2'-6,
; Cx6" #10/10 WWM on 6 mil Visqueen over
I ' clean compacted termite treated fill
I
F-56
----------- - - - - --- - - - - - - - - - - - - -
I----------- F- -
30'-4" �
Interior Bearing Wail
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. FIII To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
----------------------------
o- � I I
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1_
1 i[
I
F-�6 � C
----------------------,
L----------------
or Bearinq Wall
1
34'-4"
Interior Bearing Wall
I F
I°------ ---------------------------------------I I
F 142
I
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I Interior Bearin Wi
I I'-4" I 51'-O" 24'-8"
`r I
1 4„ Re
4'-4" N
I �
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I 4" concrete slab with fibermesh OR A.H.u.
I 6"x6" #10/10 WWM on 6 mil Visqueen over
IT-8 I clean compacted termite treated fill n 29' o"
I
:j 23'-8"
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® 4" concrete slab with fibermesh OR
F-5� I 1-cdA REF 6"x6" #10/10 WWM on 6 mil Visqueen over ° I
° I clean compacted termite treated fill I
vert.
. bars I p 4" concrete slab with fibermesh OR I
vert. here
-------- - - - - -i Gas Top 6 x6 #10/10 WWM on 6 mil Visqueen over,
.IF—��� Electric Oven o clean compacted termite treated fill ,
Micro Above - I
Fan thru Wall
%\ WASHER Recess for 1-M - 24'-0" I
IDmhmaahe DRYER Shower
ICE ---- ° F-16 �_ NE -
s
------------- �----'----------- - ------------------------- - -- -- ----------------------------
a '------------------ --------ii— —r--� � - - - - --- - - .. i 1 ° a n i I I 1 -ill II IIII 1 i 1 Ilall IL, II -� -� -� -� -�-If..IT i i i _ _ _ ° ° '
------ e v - - -
H.B. H.B,
A/C
2'-9"
FOUNDATION NOTES: SCALE: 1/-4" = 1'-0"
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 32"
o.c. max. Provide (1) filled cell on each side of openings u to 5'-11" wide.
Provide (2) filled cells on each side of openings from b'-�" to q'-II"
and Provide (3) filled cells on each side of openings from 10 -O and up
Contractor to see plans for any other condition used. Foundation Walls
shall have filled cells at 24" o.c, unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
-1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade GAO, meeting ASTM A-16 and
A-3S Specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
10. Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
Exterior face
of wall
89'-4"
Attach door to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
ar,i /-" , � *lax from each corner thru
Suck
k
2 sides $ header
D&tall at Exterior Doors
NTS
Attach window to block wall with
1/4 dia. x 3 tap -cons with min.
1 1/2" penetration at 12" o.c, max
and 6" o.c. max from each corner thru
1" x 4" PT Buck
Exterior face
of wall \
I"x4" P.T. Buck
D e t a l l at UJ I n d ow S sides g header
NTS
ITiERi(i11ilTiE TiR'EAI1ilIlE71,111 RiEE�Q,U�IiR
2'-4"
E.
1
Footing
Mark
Size and Description
T-8
Thicken
slab edge to 8" x 8" with (1) 45 bar Cont.
F-12
121lw x 12"d concrete monolithic footing with (2) #5 rebar continuous
and #5 transverse bars at 32" o.c. Cbottom)
F-16
16"w x 16"d concrete monolithic footing with (2) #5 rebar continuous
and #5 transverse bars at 32" o.c. (bottom)
F-24
24"w x
and 45
16"d concrete stem wall footing with (3) #5 rebar continuous
transverse bars at 32' o.c. (bottom)
F-42
3'-6"w
bottom
x 3'-6"1 x 16"d concrete pad footing with 45 rebar at 8" o.c. each
steel.
F-56
56toLu )
and (1
18 drebar at 24p'adofcooting with (6) #5 rebar at 8" o.c. bottom steel
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Comm #
13-31
g
F�E,4�1 SCHEDULE
Mark
Size and Descrietion
ON
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FR00F FLA4N
—Typical spice
Attach bracing to truss chord
using !2) I0d nails in all
locations
2" x 4" wood bracing
SEE REAR COLUMN CAP
DETAIL ON SHEET 1)-�
TYPICAL ROOF NOTES: Scale I/4" = I' -O"
- Overhangs shall be 2'-0", 1'0" in front unless otherwise noted on t
Roof pitch shall be 6:12 unless otherwise noted on this sheet
Truss shop drawings to be provided by manufacturer
Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
- Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
o- - -Iri- ctor to provide the Architect with truss shop drawings rcluding
_._ t,,.!ss :-Ut sheets showing ALL truss reactions prior to S 14RT
+` 1-0UND/4TION UJORK for strap and footing sizeyerlficat or.
=00F SHEETII�C�
4TTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX PI wood
4. Use nails or screws based on pressure for roof stated
in permit into box on these plans for zone 3
s .sh
Key
Area
Edge
-Field
Fastener
Pressure
Zone
6'
6
8d ring shank
45 psf
Zone 2
-4"
6"
Sd ring shank
% psf
Zone 3
4"
-q"
8d ring shank
84 psF
* Zone 35
1:8 wood screw
112.5 psf
Use nails or screws based on pressure for roof stated
1n permit Info box On these plans for zone 3
Additional Precast Lintel
a5 bars
Lintel
Length
Bar
Length
Clear
Span
"A"
Bars
"B"
Bars
2'-10"
I'_4"
2'-8"
2.43
1,
ilk-
3'-4"
2'-2"
2 u3
none
SF8-OB/IT BPS-IB/IT 8F8-I5/2T
Additional
4'-0"
3'-10"
2'-8"
2,u3
none
bars 7,
CLEAT
3'-2'"
2.tt
none
One Row of H"
5'-4"
5'-2'
9 O"
2'a
none
Block Above
5'-10"
5'-8"
4 6"
2,tt4
none
Precast Lintel
z 4"
2,tt4
none
— Additional
CLEAR 45 bars d
-�'--6"
none
8F14-IBAT 8FI4-IB/2T
8'-9
T-IU'
1'-0
2.4E
none
NOTES
ALL relnforCln steel 1r, rnG3:.0.
g g s
I. min, coverage of steer 1.5"
2 min, bearmg reamred 5 ea. end=8"
3. standard for remf. s _—ASTN A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
O
N
Q
W
NMI
LINTEL
SCHEDULE
Mark
Window
or Door
unit
Width
Lintel
Size
Cast -Crete
Specirication
Rows of
"H Block
Above
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravitg
Load
(PLF)
Max.
Uplift
Load
(PLr)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-C
8F8-0B/IT
I
a5
3049
1569
1024
L31
2'-4"
2'-8•
3'-I"
4'-0'
8F8-OB/IT
_
I
tt5
2541
1343
143
L45
4'-5"
5'-10"
8F8-OBIT'
-
I
a5
1105
909
339
L50
5' O"
G'-L"
8F8-OB/IT
-
1
tt5
1238
835
121
L40
4'-8"
T-L'
8F8--0B/IT
-
I
tt5
1011
121
534
L80
V-0"
9'-4"
8F8-I15/2T
I
tt5
2
a5
152
591
512
L90
9'-0"
10'-4"
8F8-IB/2T
1
a5
2
tt5
L43
530
401
L90B
9'-0"
10'-V
8FI4-I15/21r
ONE
I
its
2
tt5
1533
1183
401
1_I00
10'-0"
11'-4"
SF8-I5/2T
-
I
a5
2
tt5
582
494
452
LIoOB
10'-0"
ll'-4"
8FI4-!B/2T
ONE
1
a5
1 2
a5
131.4
1 1028
452
LI20
12'-0"
13'-4"
8F8-I15/2T
-
I
tt5
2
a5
411
428
324
L120B
i2'-O"
1V-4"
8FI4-IB/2T
_
ONE
1
45
2
tt5
1015
110
324
L140
i4 -O"
15 -4"
AFIL IB/2T
)NE
I
a5
2
aF1250
L09
259
L140
IL'-0"
11 -4"
8F8-IB/2T
-
1
)t5
2
tt192
194
LILOB IL'-O' 11 -4" 8FIL-115/2T )NE I tt5 2 a500 194
- ALL LINTELS SHALL BE MIAIDE BY CAST-CRETE.
- LINTELS SHALL BE FILLET:) OLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE C,-.TALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LNTELS OVER 19'-0" LONG 4RE TO BE PRESTRESSED.
- CONTRAC � OR TO VERIFY . '_L LINTEL SIZES BASED ON FINA. L M ASONR .'
OPENING ZES AND ACJUS LJ,'TELS ACCORDINGLi PRIOR T` .iRDERING.
,° NY/ALL NTEL5
�,
711'
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BOOM �C�-IEDL L
Room Label
Flooring
Base
wall Finish
Ceiling Finish
Crown 1
clg. height
Ceiling Notes
Foyer
Tile
6" wood'
Light Textured Drywall
Knock -down finished drywall
Yes
13'-0.
Single Coffer up to 13' - 0"
Great Room
Tile
6" wood
Light Textured Drywall
Knock -down Finished drywall
Yes
12'-0"
Breakfast
Tile
6" wood
Light Textured Drywall
Knock -down finished drywall
Yes
12'-0"
Kitchen
Tile
6" wood
Light Textured Drywall
.Knock -down finished drywall
Yes
Master Bedroom
Wood
4" wood
Light Textured Drywall
Knock -down finished drywall
Yes
13'-0"
Double Coffer up to 13'-0"
Bedroom 1*2
Carpet
4" wood
Light Textured Drywall
Knock -down finished drywall
Yes
12'-0"
Bedroom 43
Carpet
6" wood
Light Textured Drywall
Knock -down finished drywall
Yes
I
' 12'-0"
Bedroom U4
Carpet
4" wood
Light Textured Drywall
Knock -down Finished drywall
Yes
"
12'-0
Master Bathroom
Tile
6" wood
Light Textured Drywall
Knock -down finished dr wall
No
12'-0"
Bathroom 42
Tile
6" wood
Light Textured Drywall
Knock -down finished drywall
No
10'-0"
Bathroom 43
Tile
6" wood
Light Textured Drywall
Knock -down finished drywall
No
10'-0"
Powder Room
Tile
6" wood
Light Textured Drywall
Knock -down finished drywall
No
10'-0"
Laundry Room
Tile
6" wood
I Light Textured Drywall I
Knock -down Finished drywall
No
10'-0"
Garage
Sealed Conc.
4" wood
Light Textured Drywall
Knock -down finished drywall
No
10'-4"
I
P:
Elevation
TEF c
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
( shop drawings by manufacturer )
(2) Simpson HTS 2 ��
hurricane anchor at each s1 f truss
( 24" o.c.) supportingg Max.
2000 lbs. uplift \
,(2) 2x4'
Top Plate
Strap studs to plate using Simpson
SP4 strap with (6) IOd x 1 1/2"
nails in each strap
(2) 2x4 studs
SYP U2
:a under each t s�
with a max
\ spacing 24" o.c.
2" x 4" blocking
2" x 4" bottom plate
w/ 1/2" dia. threaded
rods set in clean
predilled holes filled
w/ epoxy a 24" o.c.
Bolts to have min.
12" embedment
into footing
24° Strap studs to plate using Simpson
SP4 strap with (6) IOd x 1 1/2
nails In each strap
Q
5/8" dr wall ceiling
5/8" drywall on
both sides
(2) 2x4 studs
4" concrete slab with fibermesh OR
6"x6" '410/10 WWM on b mil Visqueen over
clean compacted termite treated fill
Tuolcal baseboard
'o -
3"
Section
VIEW "C'i
Lr
0
5/8" dia. nelson studs with 3/4" dia x 1" meads
with min. 8" embedment into column
W
W_
I/2" thick plate
VIEW
ALL
THRUBOLTS TO BE
1/2"
DIA. A325 STEEL
PL41E PL,4N
12
1.y, . 4 a/ " - -
VIEW iiC„
�.
E10-//
18 ,.
W
`\1-
-,
W
}
2,
}
5„
8%
43'q,.
r�^
ALL
FLANGES TO BE
1/2"
THICK 50 KSI STEEL
FL4N
VIEW "A" VIEW "B" VIEW
CCFNE►F CCL1U�IN C.4F E -TAIL
ALL BOLTS TO BE A325 STEEL
ALL FLANGES AND PLATE TO BE 1/2" thick 50KS1 ,STEEL
ypsum wallboard
2 1/2" wood trim
• 2"x4" wood Buck
Not
all oors
to be prehung
Typical Interior Door Detail
NTS
gypsum wallboard _ 2 x4 wood Buck
reinforce cornersb, Not@;
metal top track no track a bottom
bi--fold door of door, use fir.
bracket a pivot
Head
gypsum wallboard
"-,.reinforce corners
\ �bl-fold door
Jamb 2"x4" wood Buck
Typical BI—Fold Door Detail
NTS
"board
wood trim
)re -hung pocket door
Typical hoc: &t Door D&tall
NTS
Owner. specified
VIF=W "D"
- 5&(f SCCtion
Singl Cof f �'r �,�Iling D�t�II
Scale 1/2"=1'-O"
5/8" drywall
ceding /
(2) 2" x: 4" top plate
Simpson HTS-20 at each truss
�- uss with (24) IOd x 1 1/2" nails
Strap studs to plate using Simpson
—SP4 strap with (4) IOd x 11/2"
reads in each strap
S/8" type "X" dryywall on
x 4' studs at 16" o.c.
v II "trap studs to plate using Simn
SP4 strap with (6) IOd x 1 I%2"
iads in each strap
Z" x 4" p.t, bottom plate with
1/2" anchor bolt at 32" o.c. and
min. l" embedment with 2" washer
Typical baseboard 4" concrete slab with fibermesh OR
Cx6' 410/10 WWM on 6 mil Visqueen over
\ clean compacted termite treated fill
.. I6"w x W'd concrete monolithic
rootingwith (2) 45 bars Cont.
and 44 transverse bars at 32" ox.
T_ Ic p cal Interior Bearing Partition
kale: 1/2" = I'-O"
aJ
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Sheet
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Comm tt
13-31
nts
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Double Pole Switch
®
Eyeball Recessed Can Light
Dimmer Switch
-0-
Exhaust Fan
a
Push Button Switch
Ceiling Mounted Light
Duplex Outlet
♦
Wall Mounted Light
Special Receptacle
Light with .Pull Chain (attic)
'8
Waterproof„ ground Fault interrupts
@
Computer Connection Jack
®
Floor Duplex Outlet
Flood Light
®
Junction Box
m
Electrical Panel
Q
Thermostat
IEE�l
Electrical Meter
cv
Central Vac
AC DISC
A/C Disconnect
®
Smoke Detector
Ceiling Fan
H.B.i
— — — — — _ —
Tv Television Jack I Affi 'REF 11 - - - - - - - - - - - - - - � ItvP
aTelephone Jack ® 2 x 4 Florescent Light I I \\ Neat
/ \ I I/------------ —\ \l � 3F ig WTO I
all II/
D� I x 4 Florescent Light Intercom / \ / /I \ \ I S T E /
SPKR Speaker Hook -Up O Ceiling Mounted Light Dome Style- / \♦ �' i - 1 \ \ \ \ I C L Q S E T
-- - - --
lectric _
* Pendant Light ® Motion Detector ( closet fight) / \ Blinds I I - T- - tuf / -�i p
Carbon Monoxide Detector - - _ t� S /IiE I� `
MA T . II ®,-- BATH Tou
(2) 44 copper feed
(1) 44 copper feed
1410 cu ground
2" PVC Conduit
12 CIR 200
SUB ML
PANEL
6OA
2" PVC ( FPL
A/C disc.
&.72
PANEL
1ETER
_(2) 42/0 copper feed
(1) 1*1/0 copper Feed
14 cu ground
2" PVC Conduit
42 Copper
to FPL ug servlc ground to rebar in slab
ELECTRICAL FISER
^ NTS
r F7 L 1 \
PANEL
"A"
Poles
BR
Load
Wire
Description
circa
circa
Description
Wire
Load _
OR
Poles
2
40.
1.0 kw
#8
A/C comp
1
2
AHU
010
3.5 kw
30
2
3
4
_
2
30
4.5 kw
#10
40 gal. water-HTR
5
C
Ran a
#6
12.0 kw
_ 50
2
i
e
1
20
1.8 kw
#12
Water Pump
9
10
Dr er
#o
5.0 kw
30
2
11
12
1
20
1.5 kw
#12
Range Hood
13
14
1 PPum
912
1.8 kw
- 20
2
1
20
1.2 kw
#12
Clothes Washer
15
IL
_
I- 1
20
.81 kw
#12
Garage Door opener
ri
18
Dishwasher
$12
1.2 kw
20
1
r1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Refrigerator
a1.2
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
21
22
General Lighting
#12
20
1
1
20
912
General Lighting
23
24
General Lighting
#12
20
1
1
20
912
General Lighting
25
24
General Lighting
412
20
1
1
20
912
General Lighting
21
28
General Lighting
012
-20
1
1
20..
-#12
General Lighting
29
30
General Lighting
#12
_
20
1
1
20
#12
General Lighting
31
32
Bathroom GFI
412
20
I
I
20
412
General Lighting
33
34
Smoke Detectors
1110
2.8 kw
30
1
1
20
#12
General Lighting
35
36
Porch Refidgerator
1
20
—
#12
Bathroom GPI
31
38
Smoke Detectors
spare
34
40
S are
spare
41
42
spare
-
PANEL "A" LOAD CALCULATION SHEET
Load Description
Gatti.
Watts
TotalfWatts)
General Lighpng,.(3, watts sq, f0
Small Appliance Circmt(s)
Range
Range. Hood,
Refrigerator ..
Dish Washer
Disposal
Clothes..Washer .
Clothes ,Dryer,
Water Heater
Water Pump.
Irrigation .Pump
Porch Refrigerator
Garage Door Opener
Wine Cooler
2598
3
1,194 .
2
1.500
3 000
1
5,000
5 000
1
1,100
I100.
I
1,200
1200 .
1
1,200
L,200
1
1,000
1000
1
1,200
I 00
1
5.000
000
4,500
4500
I
1,800
I,800'
1
1,800
1,800
1
1,200
L400
1
810
810
I ,200
1,200
Total Watts
31.804
First 10000 Watts e100%
1 110,000
10 000
Remainder 31,804 04070
1
O
15,122
Electric Heat or A/C 10,000 9(5%
I 14,500
4,k00
Calculated Load
Watts
3I 22
Voltage
40
Calculated Wattage Divided by Voltage = Total Amps 132.
Panel Size .Required = 200Amps
War
©O
it
I\ \ I - _ _4_ x 8' Arch, Opening'
\ s1' A. F.F Tv T eT A.F.F. _ _
I �--
I LIP CI = C T Interior Bearing Wall CC 8' oluinn
H.B.
I I I
OU
I
I I 1
BEDROOM U2'\ I IS es I ;'�/BEDROOf�'3
I / �
nterior Beann wall FT
-_-_-_-
Interior Bearing Wall Huimes 4' x 8' Arch Opening
II Ir _-_-___7_\, - RB
FOYER
I I r I I I I 5' x 8' IArch Openings) I
- _ I I
I /--- - - - - -- - 1 18' x 10' Arch Opening-_______
----- --------
I nterior Bearin4j wall wP GFCI
1 / , IZSI INN
�PEl- _ _ GFCI GFCI GFCI GFC--------------
I-ter I
\ Mu -I
I \ 8' Col�irr' X-C \ \ I
I c cl
\\ GREAT FZ71 k Electnc 32"wall 1 DINING ROOM ,'j F Ind 1
\ I� I I
\ 1511M \ - Locate bil owner I _ — _ 2i-8" x 8'
1 \ -- - - - - - _ Arch Opening \ I
I 8' Column n I I \ II
(IDP FCI ":' /__`'/// 5 She
g
/i \\ FCI Central vac I I DooFe
�~ Above I I /
= _ - _ - 1 ( Below I 1 /' / 1 Oper er
— — — — =_ =I I Cabinet Ili R �(�''j — — I / I O (;ry Provide Electric 1
Lights P" �./ / /. I For Liffac Per
/ I i I Manufacturers Specs I
C
c;a5 Top KITCHEN \\\ to e ANDRY ;/ II GFCI -
Afic
Electric Qven \ I I I
II
BREAKFAST hru WW��_______� - ------ mASHeR I IBEDROOM #41
ZN
I I L------------ N O O i/ PEI
shwawhe DRYER
iF I,FCI I CI PCI I Ii4iFCl
H.B+
Indow Top
...ELECTRICAL FLAN
ELECTRIC NOTES: SCALE: I/ 4" = I'-O
1 Use copper wire only, no aluminum.
2 Provide . and wire all required smoke detectors.
3 Contractor to verify location of electrical service and provider
.4.
ALL . paddle. fans shall be on a 'rheostat.
5 :
Recessed cans to be installed per NFPA requirements.
6 :.ALL
';Branch Circuits that supply: 125v single phase 15' amp or 20 amp outlets
shall be protected by Combination -Type AFCI. Circuit Breakers.
7:::Tamper
resistant AFCI receptacles to be Installed in. ALL. rooms
Kitchen, Bathrooms, and Garage.
8,.:
ALL bath and kitchen and garage receptacles to be' GFCI. protected.
CI
ALL exterior outlets to be WF/GFCI protected.
10:
A/C Return Air Balance Must comply w/' F.B.C. Mechanical 20I0 ed.
and
current version of any supplements to the 2010 ed..`
II.:
A/C Refrigerant lines that are run 'thru slabs must be sleeved .in PVC
121
ALL A/C Equipment shall be 16 SEER
13
Provide . Disconnects at ALL appliances (water heater, A/C units, and
ALL other equipment as required by : N.E.C.)
1,4.'
A/C. Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic
Class O or
Class I duct or other approved material and shall have no openings into
the garage.
Smoke Alarms shall be installed in the following locations:
a) In. each sleeping room.
b) .Outside each separate sleeping area in the immediate vicinity of . the
bedrooms.
c) On each: additional story or: the dwelling
"shall
* ALL. Smoke Alarms be interconnected and hardwired'..*
1
2" U.C.Vent
A
LAV-1
tr
KITCHEN 2"
r�
2„
2„
LAUNDRY
SANITARY RISER
r
OE
N
A/CAC DISC
H.B. #I
2" U.C.Vent
FORC'H
12, 3" VTR
SINK-1 I II
MASTER
BATH
r, BATH 42
3„�\
12"
LAv-1 2" JBT-I I \ \ �•� 3' I
2 L�j° I2 LAVA IS"
Av-1
\1„_v1
II.L we-i
Photo Sensor
Photo Sensor
( ;:onnect to
=,euier line
nts
0
IL
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Comm #
13-31
Electrical S
mbol Legend ►
S
Single Pole Switch
®
1 Recessed Can Light
53
Double Pole Switch
®
Eyeball Recessed Can Light
Dimmer Switch
-0-
Exhaust Fan
PB
Push Button Switch
Ceiling Mounted Light
Duplex Outlet
Wall Mounted Light
Special Receptacle
Light with Pull Chain (attic)
=Fl
Waterproof, ground fault interrupts
©
Computer Connection Jack
®
Floor Duplex Outlet
Flood Light
®
Junction Box
I:=
Electrical Panel
TO
Thermostat
ri=�
Electrical Meter
ev
Central Vac
Accic
A/C Disconnect
Q
Smoke Detector
w
Television Jack
Ceiling Fan
rTelephone
Jack
®
2 x 4 Florescent Light
I x 4 Florescent Light
LI
Intercom
SPKR Speaker Hook -Up Q Ceiling Mounted Light Dome Style
♦ Pendant Light ® Motion Detector ( closet light )
CM Carbon Monoxide Detector
A/C disc.
(3) #3/0 copper feed I 00
#6 cu ground AMP
2" Conduit PANEL
2" PVC l FPL
___�42 Copper
to FPL ug servic ground to rebar in slab
ELECT IC/4L RISER
NTS
PANEL
"A"
Poles
BR
Load
Wire
Description
circ#
sire#
Description
Wire
Load
BR
.Poles
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Ran a
St.12.0
kw
50
2
8
20
1.8 kw
1 #I2
Water Pump
9
1 10
Dt er
#10
5.0 kw
30
2
I
12
1
20
1.5 kw
#12
Range Hood
13
14
Irr.. pump
#12
1.8 kw
20
2
1
20
1.2 kw
#12
Clothes Washer
15
16
1
20
.81 kw
912
Garage Door Opener
11
18
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Refrigerator
#12
1.2 kw
20
1
20
1.5 kw
$112
Kitchen S.A.C.
21
22
General Lighting
#12
20
1
1
20
#12
General Lighting
23
24
General Lighting
#12
20
1
1
20
#12
General Lighting
25
26
General Lighting
#12
20
1
1
20
412
General Lighting
2'1
28
General Lighting
#12
20
1
1
20
#12
General Lighting
29
30
General Lighting
#12
20
1
-
1
20
#12 1
General Lighting
31
32
Bathroom OF[
#12
20
I
1
20
#12
General Lighting
33
34
Smoke Detectors
#10
2.8 kw
30
1
_
1
20
#12
General Lighting
35
36
Porch Reridgerator
20
W2
Bathroom GFI 1
31
38
Smoke Detectors
spare 1
39 1
40
spare
spare 1
41
42
stare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting. (3 watts sq. ft.)
Small_ Appliance Circuit(s).
Range .....
Range Hood
Refrigerator,
Dish Washer
Disposal
Clothes. ,Washer
,Clothes Dryer..... . _ .. . .. . ..... . _
Water Heater ..
Water Pump ... ....
Irrigation Pump
Porch Refrigerator
Garage. Door Opener
Wine Cooler
2598
3
1,194
2
1,900
3,000
1
5,000
5,000
1
1,100
1,100
1
1,200
1,200
1
1,200
1,200
1
1000
1,000
1
1,200
1,200
I
6,000
5,000
I
4,500
4,500
1
1,800
1800
I
1,800
1,800
1
1,200
1,200
1
810
810
I
1,200
1,200
Total Watts
31,804
First 10000 Watts e100%
000
10,000
Remainder 31,804 $40%
LLiR
15,122
Electric Heat or A/C 10,000 945%
00
6,500
Calculated Load
Watts
31,622
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 132
Panel Size Required = 20OAmps
WP GA
n
ri
G
071
1 1 \\ I I
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1
MASTER
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bg Owner
\- - - - - - - - - -
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G 1 1 I ! below
cabinet
/ I Lights
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;- - Gas Top // KITCHEN \\
Electric Owen \
Mlcr .��ove \\
SRE.,AKFAST n thru_W7j®.__--_-_�--------
NOOK I_(t - - F - Dishwasher
FCI FCI CII FCI GFCI
H.B.
LUlndoW Top 10'-8
ELECTRIC/4L FL/4\
O
olumn
PROVIDED ELECTRIC SMOKE
DETECTORS WITH BATTERY
BACK - UP IN ALL SLEEPING
AREAS AND STAIR LANDING
WIRED SO THAT THE ACTIVATION
OF ANY DraTECTOR WILL ACTIVATE ALL,
/
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH FA.C. RULE 04D472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES,
OE
VP
FCI
BEDROOM :4
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1 IQ' x 10' Arch Opening _ _ _ - - -
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Arch Opel
8' Column �t
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WASHER BEDROOM 941
7_1_ DRYER F__1 I O I
ELECTRIC NOTES: SCALE: 1/4" = 1'-0'
1,
Use coppper wire onle} no aluminum.
2.
Provide and Wire all' required smoke detectors.
3.
Contractor to. verify location of electrical service and provider
4.
ALL paddle fans shall be on a rheostat.
S.
Recessed cans to be Installed per NFPA requirements.
L,
ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets
shall be protected bg Combination -Type AFCI Circuit Breakers,
1.
Tamper resistant AFCI receptacles to be Installed In ALL rooms
Kitchen, Bathrooms, and Garage,
8.
ALL bath and kitchen and garage receptacles to be GFCI protected.
`l.
ALL exterior :outlets to be WP/GFCI protected.
10.
A/C Return Air Balance Must comply W/ F-B,C. Mechanical 2010 ed.
and
current, version of ang supplements. to the 2010 ed.
11.
A/C Refrigerant lines that are run thru slabs must be sleeved In PVC
12.
ALL A/C Equipment shall be IL SEER
13.
Provide Disconnects at ALL appliances (water heater, A/C units, and
ALL other equipment as required by N.E,CJ
14,
A/C Ducts In Garage shall be metal or 1" thick minimum rigid nonmetallic
Class 0 or
Class I duct or other approved material and shall have no openings Into
the garage.
15.
Smoke Alarms shall be Installed In the following locations.:,
a) In each sleeping room.
b) Outside each separate sleeping area In the Immediate. vicinitg of the
bedrooms.
c) On each additional storg of the dwelling
** ALL Smoke Alarms shall be Interconnected and hardwired **
j
1 ,
2• u.c.Vent
IL
LA -1
KITCHEN11 2°
r.
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BEDROOf�' �3._
CM s
Interior Bearin Wall Ty
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4' x 8' Arch Opening SB
r
---------�-I
FIB
I I 6' x 8'
,Arch Openingal I
I IFOYER I
I I
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Interior Searin Wall
wP GFCI
�PB- _ _
GFCI
GFCI
GFCI
GFCI
�M // \\
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G A R �4
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A,H.U.
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5 Shelve
I
FCI
C©ral Vac
I I
I
Garage
Door
Opener
Provide Electric
For Lift per
/
Manufacturers Specs
I
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X
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GFCIX
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A/C I
AC DISC(TP GFCI
#1
2 2" 3" VTR
12„ .i
SINK-1
2" 12 12" LAV-11 13„ �\ j} - 2 SINK-1 1 2„ 13i BATH U 3
I ��
2n WM-1
I
2" 2„ 3, we-1
3"
2" 3" 1" 12" 1
3
LAUNDRY I I I
12„ I LAv-
3° I
1 3" we -I 2"
C.o. 2
SANITARY RISER
II
m =
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Photo Sensor
L
Photo Sensor
1
Av-i
2'J i C.V ant
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urvxia J
2' LAV-1
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WC-1
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3„
C.O.
3"
GARAGE
Connect to
sewer line
r--_
nts
Sheet
OF 8
Comm #
13-31