Sea Oats Drive 1762 eci"fi'ca ions
RevisionsI
Index:
Division 1. General Requirements
---------7 - - - --- - -- --- ---------------- --- -_- ----- -- ----- -- - - -- ------- ---- ----- - - � A. Contract: Construction Contract will be provided b a Florida Liscense Building Contractor. All
p Y . g - Index General Notes & S ifi i n
permits will be provided and fees paid by General Contractor or his Sub Contractors,
Sheet 1 pec cat o s,
- - - Site Plan
Division 2. Metals
Miscellaneous metal work shall conform to AISC specifications
Sheet 2 - Foundation Plan
Division 3. Wood and Plastics
A. Carpentry/Wood Framing: All wood structural members shall be kiln dried southern yellow
g Sheet 3 - First Floor Floor Plans
pine, or an approved equal, bearing the stamp of the grading agency. Provide the following stress
gra Sheet 4 - North & South Elevation(s)
J
Grade Fb Fv Fc E
- \_ -- - -
- - -
- -- �--- - - - - _ --- - - --- -_ _ 100 11
00 1 4
0 0
0Sto sConstruction 1000
Sheet 5Ea t & W
West Elevation(s)
-=- - _ - - Joists #2 1400 90 1000 1 600 000
6 Cross Sections & Details
Sheet C r ------ ---
-__
--- - _ -_-_
71'-8 1/2" --- -- -- -
i
16-0 Revisions
' i • II III
I '
Notes:
See Engineering Sheet for Footer Specifications and Sizes.
O
Stepping Stones
bo
leading to porch B4
4"
61-611 4'-8 1/2" —61-611 --- - -- - --
to
0 Note:
4- • ' �
-411
- Shear Wall Layout
B4 B4 —
1 O
r - on Electrical PlanL.L
moo 4B4
c�
5 0 10-2 15/16 _ r-- _ _ oJC
CY) -a U
ii Oji
0 M O
� 8 Recess for Fireplace
O
Tree Well
�
• cD
C —
3 • O _ U
/ O
7 _g 6_0 ! to
_4
B4 cis Q CO
New 4 Slab on Compacted O
- 8x8x16 CMU i O LO C
2' x 2' x 12 Footing for s Fill - 1041 S.F. c�
U N
, ,- _ ,� � Z - 10"x24" Footer •
O
N
-1 1/2 - 101-011 .�
L _ 1 r —
CU
•
C (U - -
New Concrete Pato
LO
00
_41f
0 It
i I
71
B4
I i
N I �► •
B4
-411
B4 15-1
- -- - ,
• . B4. O
i 1 8-1 1/2
1 B4
i
1 0"
1
1 New Slab
Existing Slab
8x8x16CMU ■■■■
-Vertical Bar 4' .
a � O.0
LO
I
I
O 0"
i
A4
Cn
EXISTING LIVING Symbol Description
2837 s ft
New Footing
Thickened Slab 24" x 12"
A3 I I
3 #5 Bars
Existing Footing
Existn 8x8x16 Footer. CO
N
!, `o Thickened Slab
_4 �
0" ® Post
ti
A4 Thcikened Footing
EXISTING GARAGE
' 454 sq ftDrawn B
William Brown
f
Date.•
6/14/2007
ew Slab - 73 S.F
O
r
I I
i
Page:
101-211 11'-1 1/2"
15'-5" 5'-9 1/2" 7'-10" 13'_9" 21'-3 1/2" !
of
64'-9"
7** 7
1oun a ion an /4' - Scale
Qs r� ve
s
I
Revisions
, I
000
I
j
I
� I
I �
I II
I
I
f
I
�I
I ;
I
I I
j
I
I
I -_
�-
I
f0.40
i00000
j I
i
I1
I I I0
000OOP
I I
i I I I
I
U
I � I I I i I I I I i i I ■�■,�
i I I I I
I I i I
I I
I I
I I I I
I
I I
i j
I I i I I I 1 I
, I I
LL
U U U U
i
I
II j
I
I
I
U U U U U U U
I i I I IU U
w
I
- - -- - -- -
I
I,
7
IM a)
0011- C- 00
- -- -- -- _ -- --- U U U U U 0 T I U U U U -- -- - ------ - -- _ _ p
- --- ' O U
0 z------- ------
'>, N
-- - - -- - - - C:
CCS < CO
- -- - - - -. _ -- ---- lec. Meter o LO tn
-- _— -- -- _ --_— — -- — — — _-- — — — — N
------
CU
-- -- - --- 00
Brick Wain -� �--
e n ce _ _ __ _ I _L _ --___�_ scot —� I
I --L
a)
' I I
-- -- - - - - [loll
--
1- _
I
I
I
I
, I
North E - 1 ' Scale
I
I
I
I
I
I II
I
_ I I
I
I
I
I�
. .�.. III
I
I
I
I
I
I I
I
I � I
I
I
i
I i
I I
I I I
I I I i I I
i I I I
I I
I '
I
I I I I
I
[ f
000
I I I I I
I
I I _
' I i
I � I
I I I
I
I I I
I
I
I
I I
Oe-
i
A01
I 04I
I I j
I I ,
I I
I I I
I
I I I
I
i i I i
� I ,
I I
I I
2"x10" Trim w/ 2x8 Trellis ry� -- --- r -- - - --- - -- - -
I
I i �
i
t! I I I
I I
16 O.C. - 1 - - ---- �-
I
H U U H H U H
I I
I I
I
I I I I I
I ,
I
I I
New Lap Siding
V -HI
_ _ _ - _ =T-_ _ _ _ __ D rawn By
mow CocTc- ------- - -- - -- - Row Lock - -
WainsCot Brick Wall -� _ - - - 1 L-- - --- -- - - -
William Brown
L- --,-- r-- I I r
-- rM
T -- - -L
T -�-----T - _
I --- I
--- -1-- - - --
FICI
- - - �- - --
Date.
8/14/2007
C
I
South
Elevation Scale
I
Page,,
I
I
I
700*7
I
of 9
I
I
- I
I
I
I
-7
/ 4:� Z . OoJs1)k-iVe.
i
I
Revisions
!
I
I
I
i
Existing Roof Trusses
New Roof Structure
(To be Re-Shingled)
a)
I i
I I
! 4 4 5
I I I I I I I I I I I I I I I
I i I I
: I I I I I i I I � I ■��
I i I I I
I l i I I I
I I I I I I I j I I I
I -----�---_-i--_-__-----•-_--_---�-_--,_-----�_-_------��I--_-�---_-_--i I�-_-__--T!II---�---I-------I-----L--I-li---I l-I iI-----!I-!I�—-T-I��--��-II�-�_--i�---------I I----II-----�-II�II---T�I T' III II:I_---I I �II�I'iIIII-_IIII��IiIIII��Ii S'-
�III IliI'III
I
I
III'�I IjIIjf
I
-IIIIliI� --��IIIiIIIII
�
;
iIIII
II �IiII
iIjI
I--I---�iI -•i
- -I•'�-
a)
1�I,-
2
5
-'
-
I
I
III II
11
;II�II
II
'I
i
a'
i!II II
II
,
�♦-�3�■
U U U U U
a)
—
mUU2 x101Wood Trim w/I CO
O.C.x81 Tellis 16 Ma)-�
w
O
OLr)
11 :T New LaH U 11 Up Siding 0Z N
CUQ M
O � Cl)
N00Newl Window 16 W x 7' T Garage Door
Ne�wl Windows
Fence SeeEntr Detail
-- -- - -L-- L- Brick Wainscot V / Rowlock See Cross Section Details)
_ LU
uuuuuuuu
8" Round Posts
East — Scale New Roof Structure Existing Roof Trusses ' Drawn Bya
F9 pq pq pq P F9 F9 FM F9 F9
U U U H U U U U U U" F9 U U U
William Brown77
U U U U H
ate:
6/14/2007
1-7-71 •••
Fence Fence
Hot Tub Page:
New House Structure Existing House Structure
West E — 1 ' Scale of
-
5
9
-
IIIIII
I
IIaI
l'Il,IIIII
Il
I I
I
II
'IIIII
I
I
Ii
1& 2.
r� Ve/
Revisions
Cross Section Details:
Cn
' U
a)
...............
■
.�.../
R-19 Insulation Routed 1/2" Gypsum Drywall
through staggered Studs
Ypco
a mom
--
�- - - -- r-T- 5
CO
12 p
30 Yr. Shinglesa)
O _ LO
5 1/2" Wall Thickness OZ '— N
Cn >
n �� N
Staggered 2x4 Studs ,� Q co
2 x6 Stud gg 1/2 Gypsum Drywall , 0
O
LO
Soo
00 U
CCS
N
La Siding 4-a
Bedroom p g
Bedroom Cedar Closet Entry Study Garage4)
Entry Sound Wall Detail 1/2'1 = 1 Scale Q■
i
'p
.. —�
2 Wainscot Brick REPLACE EXISTING SHINGLE
t
W/30 YR.ASPHALT SHINGLES
OVER 15#ROOFING FELT xisting Roof Trusses
12
---- -- -- R-30 Ceiling Insulation
Garage Floor 5
xisting Ceiling Joists
1"X6"FASCIA
2"X6"SUB FASCIA
NEW 5/8"FIRE ROCK CEILING
VENTED SOFFI (2)H2.5 @ Each Truss
Section s 2"X2"SOFFIT NAILER
3 1/2"STUDS 16"O.0North/South ica 3
1/2"WALL INSULATION
5/8"ROD EACH SIDE OF
ROWLOCK ON TOPPENING(S) r
MAX SPACING-8 O.C.@ EACH
OF WAINSCOTbo
NEW CEDAR SHINGL CORNER
1/2"EXTERIOR SHEATHING 1/2"GYPSUM DRYWALL REMOVE
HOUSE WRAP(BUILDING PAPER)---i .--AND REPLACE WITH 5/8"FIRE-
ROCK
WAINSCOT EXTRUDES i
5"OFF OF WALL _
4"EXISTING CONCRETE SLAB
j 10"X 20"FOOTER
8' Ceiling Cross Section Detail 1/4" = 1' Stale
30 YR.ASPHALT SHINGLES
OVER 15#ROOFING FELT
12
5 �-2"x8"D.R.Std&Btr Rafters @ 16"O.C.
-}% R-30 INSULATION
X 8"CEILING JOISTS @ 16"O.C.
,� „
2 X 8 FASCIA------ ------
r (2)H2.5A Clips @ Each Rafter
VENTED SOFFIT
2"X 2"SOFFIT NAILER
2"x8"STUDS 16"O.C.
6"R19 INSULATION
5/8"THREADED ROD @ EACH
NEW LAP SIDING T ;' SIDE OF OPENINGS MAX SPACING _
8'@EACH CORNER
1/2"EXTERIOR SHEATHING �—
HOUSE WRAP BUILDING PAPER L
__- r—
Att I C5 --
ROWLOCK ON TOP _-
OF WAINSCOT — — ---- --
I
i LiDrawn B
12 BRICK WAINSCOT EXTRUDES ■
5"OFF OF WALL W/ROWLOCK
CAP --- =
o William Brown
4"CONCRETE
SLAB
R-30 Insulation 2x6�� Rafter
ADate:
6/14/2007
MASONRY STEM WALL — ��
- -+
12"X 24"FOOTER
Mister Bedroom Dining Room Kitchen Garage -
_
t
7 ft. Tali Garag(
0o
12' Ceiling Cross Section Detail 0 1/4" = 1' Scale
Page:
i— L
6 of
East/West Section 1 /4' 1 ' Scale
7 L Sea- 0a_1(:S-
Revisions
DESIGN SPECIFICATIONS: STEEL REINFORCEMENT: EXTERIOR WALL & INTERIOR
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC, ACI 318 AND AS NOTED IN THESE PLANS. PROVIDE APA RATED SHEATHING WHERET
FLORIDABUILDING CODE (FBC) S UCCOBRICK OR STONE
DESIGN CODE. 2004 CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS:
' - (ONETWO-FAMILY DWELLINGS VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS.
M
OCCUPANCY. RESIDENTIAL GROUP R 3 AND TWO )
3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS.
CONSTRUCTION: TYPE VI, UNPROTECTED 2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
FASTEN 7/16�� THICK SHEATHING W/ 8D COMMON NAILS SPACED 6 O.C.
BASIC WIND SPEED. 120 MPH
1 1/2 FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
II BUILDING !� AT PANEL EDGES AND 6 O.C. AT INTERMEDIATE SUPPORTS.
WIND IMPORTANCE FACTOR. 1.0 (CATEGORY ) VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS R 24 WHI E !� �!
WIND EXPOSURE: C (LESS THAN 1500 FT. FROM CCL OR MEAN HIGH TIDE)
E O C VER IS GREATER REDUCE NAIL SPACING TO 4 O.C. AROUND ALL OPENINGS. USE 3 EDGE
CORNER REINFORCEMENT SHALL BE LAPPED 30 .
AILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS.
MAXIMUM DESIGN WIND PRESSURE (PSF):
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS SW-1 INDICATES 6 O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES AND SIDE EDGES OF THE SHEATHING.
RNERS INTERIORZONE, DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED SHALL BE AS FOLLOWS:OPENING SIZE (SF} EDGE ZONES (6-0" FRMO OUTSIDE CORNERS) SW-2 INDICATES 4 O.C. NAILING IS REQUIRED AT PANEL EDGES.
0- +47 (-) 5 +47 (-) 5 MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
+ - +45 AND - 48 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. HEADERS/ STUDS:D
21-50 45 AN 56 O
� 51-100 +43 AND - 52 +43 AND (-} 46 ��;
OSLABREFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
>100 +42 AND (-) 48 +42 AND (-) 45
POSTANAUNLESS NOTED OTEHRWISE ON THE PLANSSLAB THICKNESS IS 4 . SLAB SHALL 13E POURED OVERA6
DESIGN LIVE LOADS: MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISNON PRIOR TO POURING.
ATTACH HEADERS TO POSTS W/ (2) SIMPSON CS20 FLAT STRAPS
ROOF. 20 PSF 6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8 �!
W/ (7) 10Dx1.5 NAILS TO HEADER AND (7) 10Dx1.5 NAILS TO ; -
ATTICS WITH STORAGE. 30 PSF THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF VWVF. MINIMUM FIBER LENGTH - 1/2".
POST.
FLOORS/ STAIRS: 40 PSF
NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS
TTI WITHOUT STORAGE: 10 PSF THREADED ROD:
ATTICS
OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 16D
THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. TO HEADER.
PEII ■ i_ i�MATERIAL
- - 5/8 ROD 6 -0 O.C. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS. ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE
PRE SIVE STRENGTH OF 2500 PSI AT 28 DAYS SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. W/ (1) / " THR ADE CAST IN PLACE CONCRETE. SHALL HAVE A COM S !� 5 8 THREADED ROD SET 7 INTO FOOTING (12) 16D
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AT THE EXTERIOR WALL SELL PLATES WHERE THE THRU-BOLT IS MORE THAN 12 FROM THE END OF THE PLATE. NAILS TO POST OR USE (1) SIMPSON HTT16 W/ (1) 5/8" THREADED LL
AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). ANCHOR BOLTS ARE NOT REQUIRED RED AT INTERIOR BEARING WALL SILL PLATES. ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. cn
-�-� �
THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. U .�...� -�
GROUT:
i� �i FRAMING:
PLACED AT AN 8 TO 11 SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN (D0
VERTICAL -6-j m
FRAMING:
ACCORDANCE WITH ASTM C 1019 ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS (n o r-
REINFORCING STEEL: SHALL BE ASTM A615 GRADE 40 USE 2x8 STUDS FOR ALL NEW EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS UNLESS NOTED OTHERWISE IN SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1x4 PULIN C�
STRUCTURAL STEEL. SHALL BE ASTM A36
THESE PLANS. BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES A (D u
U S T THE SPACING Q � �
STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS. INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH = N
>� Z,3 > N N
WELDED WIRE FABRIC (WWF): SHALL BE ASTM. A185 SPACE STUDS @ 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE o L �
M M �
ANCHOR BOLTS AND HREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. USE SPF #2 (OR BETTER) FOR ALL WALLS. FIRST TWO RAFTERS OR TRUSS SPACES FRAM THE GABLE ENDS. o
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. USE SYP #2 TOP PLATES AND PT SYP#2 SILL PLATES. ATTACH EACH RAFTER TO PLATE WITH H-2.5-A, ATACH EACH RAFTER AT CID� c)
o N
ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): iN GENERAL THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE RIDGE WITH LSTA-36 24 10d NAILS. 1/2 PLYWOOD CEILING, BLOCK EDGES. U
*SIMPSON STRONG-TIE CO., PRODUCT: EPDXY TIE SET FOUNDATION.
�'
*SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT WHERE " CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS USE: ROOFSHEATHINGANDDIAPHRAM ATTACHMENT,
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE SIMPSON SP2 W/(6) 1 O NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS @ 32" O.C.
USE 15/32" APA RATED HEATHING FASTENED W/ 8D NAILS
GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL SIMPSON CS20 STRAPPING W/ (7) 10Dx1.5" NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS @ 32" O.C. 6„ O.C. EDGES, 6" O.C. INTERMEDIATE. BLOCK ALL EDGES. -
BE Z-MAX COATED. SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE @ 16" O.C. AND ANCHOR BOLTS AT 32" O.C.
A LENDWALLS:
NAILS. ALL NAIL EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL
MASONRY:
ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL
PROVIDE PALTFORM FRAMING IN ATTIC OR BALLOON FRAME WALL
MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH RBC AND IN ACCORDANCE WITH STUDS AT ALL GABLE ENDS.
ROOF ASSEMBLIES: THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99.
LL BE IN ACCORDANCE WITH RBC. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO SAND REQUIRES A 1-HOUR INITIAL SET GENERAL NOTES
ROOF ASSEMBLIES SHA
FOOTINGS AND
TIME BETWEEN LIFTS.
1. CODESR F ND E
USED. 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND
FO.UNDATIONS: I_: ASCE-7-98. ALL LATEST EDITIONS USED.
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. 2. ALL DESIGN, CONSTRUCTION AND METERIALS SHALL BE IN ACCORDANCE
STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH RBC. WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER
SOILS: THE WORK.
WOOD:
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO WOOD FRAMING SHALL BE IN ACCORDANCE WITH RBC, EXCEPT AS NOTED IN THESE PLANS. SITE PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE
GS:
N1 ��l
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.
TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER THE "FASTENING SCHEDULE" IN RBC SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS.
MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH 12D INK RS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
DELETRIOUS MA A H SINKERS.
2'-0" BELOW THE BOTTOM OF THE FOOTING PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM i
SILLSTHE ARCHITECTURAL PLANS CONTACT THE ENGINEER OF RECORD.
MASONRY STEMWALLS: THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS
RY STEMWALLS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING
DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR
MASON A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARARTIONS NOTED IN
W FOR MASONRY SPECIFICATIONS AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS.
SEE BELOW SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS
LTO BE MAXIMUM OF (6) COURSE TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WITH EXCEED TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWfNG LOCATIONS:STEMWAL , SPECIFIED WITHIN THESE PLANS.
(6) COURSES IN HEIGHT.
SPACED @ 6 O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6 O.C.
STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGABLE.
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. WALLS
WHERE THREADED RODS ARE EMBEDED 12 INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE
ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES.
CONTSRUCT AS SHOWN ON FLOOR PLAN
SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2.
FILLED. SW-1 - ALL EXTERIOR WALLS, NAIL 6" O.C. FIELD & EDGE.
CONCRETE:
UB
F(,,_ R FASTEN 7/16" OSB W/ 8d NAIL 6" O.C. FIELD & EDGE.
„ SW-2 - EXTERIOR SIDED WALL, NAIL 4" O.C. FIELD & EDGE.
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC. WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE 3/4 T&G PLYWOOD GLUED WITH A CONSTRUCTION
FASTEN 7/16 OSB W/ 8d NAIL 4 O.C. FIELD & EDGE.
3000 PSI W/ FIBER ADHESIVE AND FASTENED PER RBC.
SLAB & DRIVE
IN TALL SIMPSON HHDQ1 HOLD DOWN 0 EACH END.
I
6 Vl'IDE PARAPET WALL
4" CONCRETE SLAB _ --5/8"THREADED ROD W/6"EMBEDMENT
AT GARAGE/SHOWER SLAB RECESS ONLY 2)#5 CON.W/30"MIN LAP
i
W/(1)#4 CONT.AT TOP 4"CONCRETE SLAB 6"WIDE PARAPET WALL END AROUND CORNERS
ONLY AT SLAB RECESS
#5 CONT.W/30"MIN. 4"CONCRETE SLAB
EXTERIOR FACE � LAP BEND AROUND CORNERS
8"CMU GROUTED CELLS
#5 VERTICAL 4'-0"O.C.W/ 4 CONCRETE �,, 4"CONCRETE SLAB
°� LAB TOP OF F.F.
6"HOOK INTO FTG.AND 12" _ S
ao
#4 VERTICAL 48"O.C. HOOK INTO SLAB -1 SEE FOUNDATION PLAN 3 - 2" x 4" STUDS
@ `- #5 CONT.W/30"LAP �
W/6"HOOK AT BOT. I- FOR FTG.SIZE AND REINF.
ONLY AT PARAPET WALL (2)#5 CONT.W/ BEND AROUND CORNERS N
30"MIN.LAP BEND /�
o • AROUND CORNERS 8"CMU GROUTED CELLS 8"CMU-SEE PLAN FOR REINF. SIMPSON ANCHOR HD8/`1
4 CONCRETE SLAB t r
(TOP OF GARAGE FLOOR) +-- TH EADED ROD DOWELS TO MATCH VERT.REINF.
EMBEDED DEPTH �SEE FDN.PLAN FOR
w_-_-______-1�_g��___--___�1 0 #5 VERTICAL @ 4'-0"O.C. (SEE DETAILS;) _ #5 VERTICAL @ 4'-0"O.C. FTG.SIZE 8 REINF.
'v T_ W/6 HOOK INTO FTG. ---, W/6"HOOK INTO FTG.
N -
1 EXISTING SLAB
ONE STORY L._ (3)#5 CONT.W/30"MIN.LAP • 30 MIN 'W/ AND 12"HOOK INTO SLAB
„ o (2)#5 CONT.W/30"
L _________11-811 _-- -- - AROUND CORNERS I BEND • LAP BEND AROUND
+�4—�11 TWO STORY BEND RO AROUND CORNERS (2)#5 CONT.W/30 MIN LAP
CORNERS •aBEND AROUND CORNERS 3 #5 E.W. Drawn By:
o #3 BARS @ 36"O.C. ONE STORY #3 BARS @36"O.C. rt---- 1'-6"---- #3 BARS @ 36"O.C.TRANS.
6' 11 TRANS. #3 BARS @ 36"O.C.TRANS. ONE STORY ----1'-0"---= j William BrOWCI
r-Y-
, 10 __.= 1 8
O TWO STORY 1-8 -!►
1'-4"----- 2 #S.CONT.W/30"MIN.LAP TWO STORYNow
L61• MONOLITHICDateT LTIBLL. LLRNLITHI FTM LILIH . P TAPTI IAFAB /B5
1/2� � 007
ALE: 1/2" = 1` SCALE: 1/2" = 1' T P SCALE: 1/2" = 1' SCALE: 1/2" = 1'
PARAPET
Sc LA B
EPDXY SET
" Page:#5 BAR 48 O.C. ;
I
SEE PLAN [EXISTING S
----2-
s 4"CONCRETE SLAB ------------------------
4"CONCRETE SLAB
(TOP OF MAIN HOUSE FLOOR)
o /1 -
- (1)#5 CONT. � SEE PLAN
I
�-
3 #5 E.W.
8„ (1)#5 CONT.W/30"LAP
BEND AROUND CORNERS
z
t-------------2'-0" ----
7
(2)#5 CONT.W/30"MIN.LAP 9
1 1-411
2)#5 CONT.W/30"MIN.LAP
L V-4"--------�
i
N-BEARING
I�
E
i: THICKENED EDGE SLAT AT INT. NO
BRG, _
1NALBWL. BAT NA iN . V1/A9
SCALE: 1/2" 1 FpnnWN SCALE. 1/2" 1 SCALE. 1/2" 1 SCALE. 1/2" 1
-
& 0
Revisions
6
:T.V.
I
SW-2 SW-2--
al
i �
U)
Notes:
'4,
*All switches connecting to ....._ -
recessed cans will be on dimmers
*Floor outlet config. will adjust - - - - ------
to furniture setting -Stepping Stones
30
Leading to Porch
00000"
4,
n n n n n
Switched Box
� 7
for low volltage _
Trellis
SW-2/
SW-2
I
0
p
N -
, 0 — U-)
U) _
iZ
3 � � C:CCS Q0 CO
• _ 0Lr) (n
U)
in
CO
4H
CV
Trellis
Power to Shower
- 4)
Fence Fence I
Linen — — -
i
i
�'''� --_ 2x6 S d Wa'
i
C�
1
0 See C o► c ib s
FC€' i �
I
I
3
4 Bench
4 '
3
010,
- - --
i
0 / -n -
3 I
I
-' Recessed Shower Fixtures
�3 �� - - - - - - -. —
MIN
A sW 2 SW-2 2 j , SW-2
Outdoor Shower
_ Valve
Trash
$4 4 a
1 - o
13::)
C
! 1 .-
1
E E v --""- -- - - - �.�. ...� SW 2 `
----------
1
1 O tonal Vent-Free 14 5 _
0 1
I I
De x 36"Fire lace _
W I
o - I
i
0) --A
30
30
Gas Water Heater-- ;,
41-311
r /
12'Ceiling Line !
1
1 � 1
0-00
A
1 1 Brick Wainscot
2 ! 1 AC 1
1 1
II !I 4 �1 - --- --- - 3 3 3
SW-2
m12'Ceiling Line••
- !
! -- Book Shelves
F $
} N 1
00000741 > � s !
1
t
1
� 1
Y
I
I
O t
I
O
m l-A
i
449
IJ 1 9
/ I
1 : - _ JI
0 1
— - —
N
To shelving light 1 ■
Drawn B
1 along vault _ < 0) y■
m c_
I
Symbol: Description.
William Brown
Ceiling
(� 1 Recessed Light Fixture
69
3 N
1 Conical Wall Light Fixture Date.
g
1 French Doors w/Prairie Pattern !
! / _ Wall–
Outlet/ 110V/ 220V WaII Outlet
I 1 b Sconce Light
30
Surface Light Fixture
g
I
1 Exhaust Fan w/
12 .— — - Light Fixture
_ 12 3 g t
I
U) Ceiling Fan Page:
C6rt
/ -A I !
-- ----- - --- Surface Mount
Switched box ---- - - ! FI
I
_ uorescent
for low voltage10 — — -- -
-_- - - --- - - SW-2Exterior Wall Light of
--- -- ----- - - - - Sw-2 SW 2
.......................... % Recessed Shower Fixture
I '
,Add New Brick
000000,
FirstElectrical — Scale
i � I
z Oat
bri Ve
I
Revisions
j
I
I
I
r 2"x10" Ride -
2"x8" Fascia --- ---
n.- n 0 -2"x8" Rafters 16" O.C.
CD
___-_ -- _ - -_ _ •Cr) L" CQ
II �
C)
p = LC)
0Z •— N
cn >
CCSQ M
I � � O
HVAC in o
U N
�. CO U
HF=9P CU CU
'Notes:
7
1 .) Window HeaderU1
--- -
2-2"x10" for 2"x4" walls
HT
3-2 x10 for 2"x8" walls
I
Ll
I
11-7-7- _ _- -_ Shed Roof Below
I
i
I
ExistingEngineered
r
Wood Trusses
Bearing Wall
H1/AC �-
c�
DC
;I
3-2 x4 -
Studs N
5 Beam to Hip
4 - 2"x4" Studs Gan
ed in Wall g
2"x12" Hip
3- 1 3/4" x 16" Micro Lam
Beam
Ej
Drawn B
4 - 2 x4�! Studs Ganged in Wall
ILWilliam Brown
3-2"x4" Studs
2-1
Beam to Hip
Date.•
- --
6/14/2007
Ca
- = 2"x1 2" Rafter,
i
Page:
I
I
I
II
of 9
Header - 2 1-3/4"x13" Laminated Beams ► -
yrs o0
r oo ramin an — 1 ' Scale
T
J S�A-- Oz:q---�s /D r L/O
F
Revisions
Specfflcatio6� Re)'
Index:
Division 1. General Requirements
A. Contract: Construction Contract will be provided by a Florida Liscense Building Contractor. All Sheet 1 - Index, General Notes & Specifications, 71'-8 1/2"
permits will be provided and fees paid by General Contractor or his Sub Contractors. Site Plan
Division 2. Metals
F
Miscellaneous metal work shall conform to AISC specifications
Sheet 2 - First Floor, Floor Plans
'/,-`L*J B4
Division 3. Wood and Plastics
A. Carpentry/Wood Framing: All wood structural members shall be kiln dried southern yellow
Sheet 3 - North & South Elevation(s)
pine, or an approved equal, bearing the stamp of the grading agency. Provide the following stress
grades: Sheet 4 - East &West Elevation(s)
<\
Grade Fb Fv Fc E
Studs Construction 1000 100 1100 1,400,000 Sheet 5 - Cross Sections & Details
y 1] Notes:
Joists #2 1400, 90 1000 1,600,000
Sheet 6 - Engineering Sheet
See Engineering Sheet for Footer Specifications and Sizes.
Except as otherwise shown on Drawings the minimum nailing requirements are set forth in table Sheet 7 - First Floor Electric Plan
2607.1 of the Florida Building Code. Where horizontal member's sideframe to supports, use approved steel
Stepping Stones ---- ---
hangers of framing angles of the appropriate size and load capacity. See Drawings for Simposon clips' straps First Floor Roof Framing Plan leading to porch
Sheet 8 B4
Cn
and tie specifications. See attachment H for design pressure requirements.
Cn
Division 8. Openings I W -411
IFIl
0
A. Door Hardware: Leversets meet ANSI A156 2 series 4000 Grade standasrds and more than fulfill idence:
ADA requirements. The ANSI Series 40000 standard exceeds 400,000 operating cycles.Door Closers meet ANSI Fogarty Res
a)
Ft
VI I Grade I A-156.4 standards. Manufacturer used is S. Parker or equal. Building Use Residential (D
r ,, I " I I , !-I- �f 1
Jill U)
1. Model #: SL716ON26D
-X] 2. Model #: SL716OP26D Oil f
CU
Occupancy Group R-3
CQ 4)
J T� Divis,ion 9. Finishes -41t Ji
Type 5-13, Unprotected co -411
Construction Type = CO
A.Gypsurn Drywall: B4 I B4 0
C)
1.Regular Gypsum Wallboard: ASTM C36 regular type with tapered long
C
Floor Area 3139 S.F. 1:54
edges, thick. C:
51-Ofl 1 0L`-2 15/116
Cn
2.Water resistant gypsum board: ASTM C630, tapered long edges, %" 0
Cl) d
I x
Basic Wind Speed 120 M.P.H. Oil 00
off 0
thick.
% 0 Le)
8" Recess for Fireplace C) C,4
0
Iding)
B. Paint: Benjamin Moore Wind Importance Factor 1.0 (Category 11 Bui Tree Well
00 0
I.Interior Paint Systems:
L(D
Wind Exposure C (Less than 1500 ft. from (A43
V A. Flat Latex Finish: All areas not otherwise specified, Provide First Coast Primer, manufactured by a)
CCL or Mean High Tide) 17'-4 1,41-811 61-01'
US Gypsum. Second and Third Coats Ultra Hide UH 7700 series Lated flat. (D
B. Semi gloss finish: First coat#UH 400 alkyd enamel underbody second and third coats #YH 8000 -1 B4 New 4' Slab on Compacted
co Fill - 1041 S.F. 8x8x 16 CM U
SeriesUltra Hide Semi-Gloss enamel. 04
2' x 2' x 12" Footing for Post
C.Wood Painted: Wood doors, trim, millwork and all other interior wood Latex Semi-Gloss. General Notes
X
All work to comply with:
7_ 7
No additional to Plumbing.
/� _"011- I �k - -I I \ 1 1 Wx:24" Footer-all I
Building Code ------------- FBC 2004 w/ 2006 Revision
Eastward 3D view 1/8" 1' Scale 1 Of-Oil
National Electrical Code------------ 2002 04 co
Heating and Air Conditioning not changed. L _J
Florida Fire prevention Code---2004, F/5
Product Approval: New Concrete Patio
0 LO
4t ,
F- er)
*Door(s) - Jeld-Wen FL5815
=00
*Garage Door(s)- Mid America FL4606 oil
?
*Wi
ndow(s) - Simonton FL7499
----------- B4
B4
A
41
4
16-0"
46 C)
co
yR
8"-1 1/2"
4
off
New Slab
L-----------------------------------------------------------—--------------------------------------—---------------------------------------------
7�__6'4 1/2"' 111-2 1/2"
6-4 1/2"—
Existing Slab
T,
8 x8x 16 CMU
Z4
7
Vertical Bar 4' 0.C.
b
F'
5
nil
N
(n
_4
15'-4"—
ition
/00, Q11ift
I,,"�,, " '' 1 Q I EXISTING LIVING
41'
2837 sq ft
two
8'-4" 7 -77
ooting
ew
7
Thickened Slab 24" x 12"1/
#5 Bars
Existing Footing
Lot Area- 12626 S.F.
Home Coverage Area -3139 S.F. '4
co Thickened Slab
J-11 , Concrete Coverage Area - 1766 S.F. -411
-fill
Total Lot Coverage -4894 S.F.
T IF Total Lot Coverage Percentage -39%
Drawn By:
Oil Post Landing
Dr William Brown
A4 Thcikened Footing
5-�10 D EXISTING GARAGE Date:
5/17/2007
4/' 454 sq ft
36-0 1/2"
— — — — — — — — — — — — — — — — — — -
Ll FTI
4'-0"—
—---——-— ———————————-------——————————---—
V Page:
Westward 3D view 1/8" lScale P�
23-Y ew Slab - 73 S.F.
F_ C)
OP
- - — — — — — — — —
Concrete Driveway 2 of 9
Foundation Plan@ 1 /4 1 ' Scale
Site Plan @ 1" 10' Scale
I
� � i
� I I
�i
I
°� �� I
III III �,
�� II �I
I
Ii
�,�
��
�l� I
I, i I
I,i 'll
II
�'I'i ILII II
��I i'
�,
I,� II
I' i
I� ����'
'I j II
Iii I I
ui
ISI j
l l '� j
i�
I
VIII
ill III
��) I I
ma- -y,_ _... _ v _ - -
-
_ -
_ I _ _ __ - I I I I I I I I_ - _ _ - I 11 I I I 11 I _ - _ __ _.-. _ - - _ . - - - _ - _ __ - _
_ _ - _
6
FFRevisions
T.V. b 5 -011 I j
60
1-..
10 0
4
7
�n
1 : i.
1t
_ ,
CI MASTER`BDRM
I
1 2a2 5
b
4 r 0 o
c 11
Lf)
n
E2 x8 Fasc a
'v ` F--
__ C
a)
I 11 2x6 Rafters 16 O.C.
U
6-4 1/241, 51-0" -�-6-4 1/2 14'-9"
•�
-_ 7
a)
LL
Raised Planter �/�
V J a--1` _
U
O
�` `\; 4
/; a�-0 U
__ _- -__
_ _ — L IM
_- __ _ _ _ � -- -- Cl)
^, M
'�' --_ 'CLOSET I - _ W
O CO
1
-- W
O
LO v _ _
m T
.V abo e
PIs a
a
- g �� 1 •>
$�I I Fireplace
I - - f
v, = Shelving by
/ HVAC in . _ 1 O
1
California Closets �/�
'I
__ � 'attic above - � v�
-- - - CV
1
- __ o � U
17'-4 13/16
_I,---.---- CLOSET
-- -- - ss s n -J�}J\- (
® O
' : I I,
-- -
Fenc_
Fence _ FAMILY Line
� ..- �. � _- i,.. O 328 sq ft � �.__-�.__,
51_ 1 -1 1 11 �� ---_
�_ 10 -0
I � I �" -- - I 2`-6"
' 51-411 __ V / �I; ,, -- I - -----
CLOSET
27 sq ft
0 � .
/ :S BATH
41 sgft O 8.
1 MASTER BATH �J
I
I : I
� I � �,,� d � ,I I I
BATH
31.q
Fence Fence
BEDROOM
1 BATH <C�Linen Closet214 sq ft Im.. 0OI. T - '�.. 15sq ft7 sq ft
I 1 ,���7 L , L
3
I ---
I =I i
00 1
I 1 I __ - I (D � !
- I �
Y - - - - - - - - - 1
N I - - Ref.8 Freezer - - - - 0
2r 3
I Trash Drawer Cabinet, I,
° I Outdoor Shower
TO
_ -- - O I
_ ,I •.(
N - --
� , I= ,,T
T1_ 1 - - a I PORCH
' 1 n 105 sq ft
0 6 � _
CLOSET F 0
o KITCHEN 4 I
' 6 : I. O d d 396 sq ft 1 11
� 1 0 ; � 8-41/2
rl M ,
1, I app — — - — — - - - - - - - - -
� � =0I ,
; I F
t� "�
' L' ■
--- - �1! 7_
m o -
� F I
_ - .- I I c 2"x6"Knee Wall - � i
__T
- I Ft
N
�� 0 ;
------
1�
1 I 11.
O
1. - OO
i 4 p
I - 0
1'., w i
6
CL
OSET
0
oW - - - W � I
1 11
0
O2 8 sq ft i;
. I;' 1"
a BATH O O I
sssgft _.. ; I LAUNDRY.
_.- -�_ -- - _ -_ a
__
- -_ -. _. ._ _. c_ : : � r: �_41_011 _ 65 sq ft. I
J Pantry
i,.
mL.
U.. .„��
O o I i
TN � O O 3
mo" U — oI >% :
6 CLOSET: o
d I DINING n m Q
1 8 sq ft 1 4-3 ®. O.
- 1' 252 Bq ft Y,_ _
C(:: __ I I I � lot I
'__ ---
- - - -T _-- - ___ _^--- _ -__--�12'Ceding Line_-- --
I
HALL .� V'
_ 1I I I ( �
I 57 Sq ft _ �I' ,
Imo" Y 1 I
�1 , 'I
I
f
O I i HALL � I ItmI
44 sgft
BEDROOM W/BEADBOARD CEILING
II 1
^, 1
144 s ft 1 1 '
t
i
12'Ceiling.Line_-1� I _ 1 L I
- - ,, Book Shelves 1
1 II
0 � 1
® , r � I L I
I I > I
.,
�1 r - .
1
2 sum
m
, I
- o : 1
m
M 1
1
2, BATH II m � I
O
' C �[ I I^. 9 I I
i1 c</ tel. -___ _ __- I - I I I
Q 032sqft
4 0 _
_ I N O F '
T CLOSET _ - , ' N i'
CLOSE 11 sq ft �_ , m II _1 GARAGE
11 sgft ' ENTRY m c N I ---I
-_..__ - __. -1..'. � m � 443 sq ft
�__.__._
0 o sq ft N I I •
- - — 2 Drawn 'B .
CEDAR CLOSET
I STUDY William Brown
'J : 233 sq ft 1
2 -5 1
IIS_ ,1 -
1
Date.
i1
1 ; I 7
T II 4/24/200
m LI
N ' I I ,
` /
� ' / Ii I I
BEDROOM W/BEADBOARD CEILING CLOSET 1 ,,
161 sq ft r 10 sgft I -- 4 ;..
- L I
In r 11 - - - - - 11 - , 1
i1 I
II
I
1
II I ; L
- - - - - - - 1
' Page:I 1 i I g
PORCH.
I I 11 —
q
, I I I
d n n - - - - - - - 'r - -
- - - 10 - 10 - - 10 - - - - - - - - - - - - - - 2 x 14 TJI- - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - LO
O i11 n
I I � 3 f
0 9
I. Add NeI Iw Brick
��
Scale 7
r Plan na1 /4 1 S a. f�
First Floo 2WDI ____ - - �;
I