Paradise Court 601 DATE:
9114100
=F LO
_T H=-r
_71 C\j
_E
Lam21
------
LET
E �_E T_ zpal
_T=
-----
--7- -J: LO
_T'
CE
C) (S)
U C)
lu tit' v
E,
=7
LLJ
L
—_I-:- T
zr-- all. __f. -r_
I "T T, L:
_ ._C...
E 7-
_E -]- _ - T
=L - F,-J--
_L J_ T_
11 -1 I__ __I_-J, 0
=L
J_ J_ S.
I I
Q)
T__ Z:
L I- I.. -I -I.- J_
I J_ -J.- L _L i I-__.. F I— - . I _L_ i L i
a,- T L_-L EL -1- L -1-. J__ .1 1 -1 __j.. -_-: - - - �l __F__ - _T_
T A. _T_
-1 -7"-l71 I- T
-E 'T:±
L_ 1_ J, I L I L- .111 _L'.=
_T_ I I ___i, 'I , --E.. - -,= - __ - i
T__ L_ �_.I_ -L-'--
-T 'I- -L--- 1: M -17 :r:
:E I C' _T a
L _L -I I -i I _L I � ::1 1= A- E
--I-- .J L _.I_ t
L L I Z D=","
L:'-E L �:::l U I -T. I .__L_ -I-.
L-T i__ -i A- -.,L-.
_r 7_37
L: -_u, ,
J..-.I- I , — _F_ _T
_,L., _L
_L I- _.-L r I T____L _L_T T T= _T__ I i-
w. L --f--T-- j__ L .77 1 _L L
7 __= _1- _ _7__
T-:E-r I" _T - I— r-
-I=- 27-- M_ T__L_r__L 1 -1- f r, r
<
-L=T-L I I
D_
fL
L
REAR LEFT ELEVATION5 PAGE
BUILD 5ET 5CALE : 114" = 1 f OOT 7
DATE:
�� L1 T�_�? 9/14100
r
Ln
C\j
o
-T-L
-i--.-d J--
LO
TT
-V
00
C) 0
EC=2
j:;Jl'-.,. =7-77- I-- I I L -L
-I'--=,--= --- - -
LCI I- r U-i
`C Irr---__I- -T-
r-�
>
-T
:I- L I
-L I _I_- -1-E -_j-- --j- -L' -L �:j
T m I-- I 'E -[-
-i-r- " --- --- - - - L I- T' I:,- T-, -A.
2
J= r- T I.- i I L T-
--E-- i - i L F
I -L -j- --�i- I '1 1 1.- 1-- 1
L -i -i -L --T
I L I U-i
L L .-j-, L -I—--I=
rr
I
I L L I-- L L.--
L
I J , -I- -I L I i i I T
I-. L i--- r-- --L I
--M
F- 1_ -T I I T
C- L- I.-HEE -r-i: , :I-- :E -L, -:1 -1-- 7-F 7 -I_
a. J- L L t L I -L L- -L.-.r L-L -L.T.-.E 1-.r==
J--1 L I -F--" --=- -T- T---L= I' F-
T -I T -T- '-L' ---F- L
3- L _ I -i L L-L--I,J F-d I I U i I i 1 -1 -L
"T L
LT =r L -L L `7 L-7-
I, -I=1-I i A I L I -i -L I L I I :I_7 L i I L -J, L :7-1 :�c I I
I- --1 -1 L LL -J- -1 L- i-,-L--T-J- L i L -L:- L,.
1 7- --T- T- I--T
I I L L -L I -i
I L J -L L i L
L -1 L -1 1 J J- L. I --L- -L.. i -L-
D-
.......... .
fKONT RIGHT ELEVATIONSPAGE
BUILD SET SCALE: 114" = 1 FOOT
(o(M Pck-cad'ts.c-, CNj r4-
DATE:
9/14/00
uo
cv
ley
,� ;'7 . Optional
X30 �" ' \.,''KITChIYN ' CATHEDRAL CEILING
1�� Bedroom Closet / ! ? N
f `� i ,' ,1 3' x 10'4
�/ cv
1 LANAI r ..
-mac- Y ro
I 77x I47 -- Y ^— ^ \ < / �`. ' r _ OFFICE/BEDROOM/DINING
X— POOM
_ /" Optional 2868
— <42" KNEEWALL� `; I
- — - \ Bedroom door 1
V LIVING _.. --- _ ------ - n o
% r FOYER"
PLANT SHELF\ 7Bx 5'I 1 _ .._ .._� ; -.•--
r / -
---- ----------TVI
I vPR
t �—
T
/ i / ! LLJ
J MASTER BDRM��� r �� /' �� ! ! ! _
HALL
1 1'1 x 3'3
` STEP UP
G/`ll G —r'-- , —i
2 1 '4 x 1714
(n
I f
13A7t1 , ._ _..
//'.5'x 12'I '\ GFI
cz
�' `BATF#_
IL_ li L -�. - - --------------- ------------ -------- ---- -- - --� I
LIVING AREA
13t - 5q ft
FU RN ITU RE LAYOUT WITH PAGE
BUILD 5ET ELECTRIC 5
�� � � ,
DATE:
9/14100
------ ........ ------- ------
;1V
Optional
CATHEDRAL CEILING
00 bedroom Glo!5et Lr)
13' x 104,"'
00
LANAE
(OPTIONAL)
71 41
,r — •-- —, — — _` — �_,_ ' / ' ) �_ _—` ( i
OfflCEMEDROOM/DINING
ROOM M U
I P5 x 104
xwl 28G8
Ci
42" r\NEEWALL-___, ptic
Bedroom door
x 0
LIVING
--- ------------
-- 1w
13'2 x 19'4 -- ------
\A
ELF 75 5'1 1
PLANT 5H ......
t t
OUTLETS ON PLANT 5HELF
31 q
IV
LAUNDRY,
—
MASTER BDRM)� 113
>
HALL
--STEP UP.
$
$
GAF\AGff LL-i
2 P4 x 174
BEDROOM
12'1 x t 01 1
x 2'1 ,
BATH" d
- -------- -------- --- ---- --- -------- - - - - --- ---- --
L
__j
LIVING AREA
315 sq ft
F1 1F'1115-T f LOOK ELECTRICAL PAGE
13UILD5f-T 5CALE: 114" = J MOT 5
D I cer i �- CbL)(-4-
DATE:
9114/00
LO
E_j
SLOPE
FROM 51
ROOFj TO 101 CATHE Optional CATHEDRAL CEILING c)
KITCHff N Closet
PITCH 15 1 3' x 10'4
7: 12 LANAI
-Z
(OPTIONAL)
UNLESS 77x 147Offf IGM3EDROOM/DINING
OTHERWISEROOM
NOTED 1 1'8x 10'4 CD (u
Optional 2898
ALL 5LOPE 42" KNIff_WALL,_1\__ bedroom door
INTERIOR FROM a, 0 6)
u 0
PITCHE5 q C)
TO 10' LIVING
_D
132 x 19'4
ARE
tiu
MAXIMIZE[).
I O' FLA-( CEILING
FOYER
'7'6 x 61 1 ------
FLANT SHELF T7
7
10' FLAT CEILING
------- ...
LAUNDRY
5'1 1 G2
>MA57^EK BDRM 8' FLAT
IT9 151 1
HALL
8' FLAT 1'; z 3'3 STEP UP
CATHEDRAL
CEILING
G Lu
GARAGE
-------- 2 1 '4 x 174
loom
81 FIAT
(0,8' f L AT 121 x 101 1 C)
BATH 5' FLAT
BATH 8' FLAT
6'x5'
81 FLAT
SLOPE
I
FROM 5,
--- ---- - --- ------ -- ------- ------- --------------------------
To 101
LIVING AREA
13 15 51 ft
KOOff FLAN PAGE
BUILD 5ET SCALE : 3/ 1 G" = I FOOT
(PO ?a-cad s � Ccc�r—�—
DATE:
58'
5114100
1318 134 112 214 101 7-
41 41 64 112 51 L0
(D
8( 08 5'G
r
WlQ,4301 bi,%V3430
C503C31 0
L
0
Optional tn
CATHEDRAL Gff ILING
KITCHEN .bedroom Closet
-14
CID I S' x 1 0A -4-
0
LANAI Ln
(OPTIONAL) m Q
77 x 147Q m
<1 Ol`Fl(-F/F3IfDR0(DM/Dl Nil NG u
2'8 '4 :2'j 1 1/2RC4' 112 31 4-
I P8 10A
T 0
31 Optional 2868 C)
42,, KNEEWALL-.-� g°R�ra36 c0
Bedroom door 31 4 5'G
0
O
LIVING
30G,5 20G5 4dL5 --- ---- ---- - ---- -
132 x 19'4
U
411 1 5 I 21 118 '1 14 2'1 1 112 1-8
FOYER Q
--------------––
1110 112 PLANT SHELF 7,6 x 61 1
�4
5068 318 07 112 '511 814 5'3 1In
2
Ln-----------
0 C\J
(D r
IJO
m
0
�n
37 I/IG
� j
LAUNDRY LLJ
5'1 1 x C2
L
>
T
MA5TER BPRM W 441 2t4
17'9x 13,1 1HALL (D
21 71 1 1 I'l x 3-3
STEP UP
NO 2868 LLJ
QP 0
Q0
GARAGE
IG
2 14 x 174
a
74, . .
12'1 x 101 1
00 Bf!DROOM
1'
0 3 1 5/1
BATH cz
5.x lzi
� mix18'6 1/2
u
(\j
CID
DAT Itl 6) j
V
G,x
2
(D 51
111
0 c\i
u
7 �-�• .32-3.32-31. 2 2'
C\
I%
L;
---------- ---------- -----------
77 77
5408— 3050 4020
34 31 &1 1 r/2 3,G 210 2'G 112
LIVING AREA
1315 5c� ft
6'5 5'4 1215 112 514 1/2 >i 22'
58'
f LOOK FLAN PAGE
DUILD 5ET 5CALE : 1 /4" - 1 MOT 3
DATE:
58' 9/14/00
30'4 112
CV
0
LANAI (4 1 1 1 1 I --v Co
LOWER) PORCH (4 LOWER)
6 to co
AREA
1�, I I i I I -oz
12G 5cl ft
t
5'3 ►12
AREA
35 ft
J L
AREA
1304 5cl ft 2i
Lu
STEP UP >
18'8 ►/2 C)
o
SLAB AREA I GARAGE (4" LOWER) I lel
1955 5a ft
C)
AKff A <
392 5cl ft
0
C)
181(5 112-
36'3 1/2 v 21'8 1/2
FOUNDATION PLAN PAGE
BUILD SET SCALE : 1 /4" 1 f OOT 2
& DI va-cad i Se- Co U_r4-
DATE:
9/14/00
�T
-Z
T-
:�:�n
-.7
7--
-,fL L
C)
tau
>
L
L
L
Ell
Lu
E F---
WIP,
vc 2
-Z
0 40 1 '00
o�>
q N-7;oll City Of't, Atlantic 8,9
BW141ne 4nq z()n
17
>�Ef�51�E�TIVE PAGE
BUILD 5ET 1315 MODEL HOU5E
''II II# (SEE "FIRST FLOOR SHEARWALL5" ONEPGE6,R12 ROOF DECK
N FFIELDL(UNO)C
5W TABLE TO RIGHT)
WITH ed COMMONS.
COMMONS AT 3" O.C. ON EDGE, 6" O.C. N FIELD. FASTi~NEQ 05B TO FRAMING
1/16" 055 FASTENED TO FRAMING WITH 8d
e 3" C],G, ON EDGE, 6" O.0 2x4 SYP OUTRIGGER m
IN FIELD WITH Sd AT 24" ON CENTER
CLIP TO GABLE TOP
HDPTI UJ/(6)8d EA TR IJ55 BLOCEDGES SHEETING HCPLLLL W/(8)8d.WITH MCO
EXCEPTION: JACKS 1' LONG -ENGINEERS —TOE
ILS EACH
+ (3)104 OF GA WITHIN 4
AND SHORTER MAY BE OF TRUSS OR TOE NAILS EACH TR1J55 1/16" OSB OF GABLE TR1J88 LL-
FASTENED TO TOP PLATE RAFTERS
DOUBLE STUD EACH FIRST FLOOR SHEARWALL3 W/ONLY (3)104 TOE NAILS.
END OF SHEARWALL DOUBLE STUD TO 50TTOM PLATE DC7ULFE STUD
5U1" E30TTOM PLATE To BLAB TO SLAB BLOCK BETWEEN
55P3 W/24-16d OUTLOOKER5 1
5Wi AND 5/8" BOLT GABLE TOP O
O -
N
I/2 CHORD
BOLT W/ O
HEADER KING STUD MAY SERVE 6W2TPP4 W/12-ed 31, 5Q WASHER
AS DOUBLE STUDS AT THE EP 5 OF DOUBLE 2x4 NO.2 SYP TOPON
SHEARW LS PLATE_FASTENED W/(2) ROWS 104 L-B LEGE RT
GABLE vES AS
16" O.G. STAGGERED (UNO).MIN 24" SPECIFIED BY TRUSS QD
Q Q
LAP WITH (12)10d IN LAP, MANUFACTURER O
16° 5ECOND AND THIRD FLOOR 5HEARWALL5 ttu�m�ON EVERY OTHER STUD u
5W DOU5 <1LE STUD TO BEAM OR 0 n l
W
DOUBLE SCUD BELOW GABLE TRUSS
MIN 2x4 1/16" 055 OVER 2x4 BPF STUDS c
(TYP, ALL) 5W (2)RTF'GA836 W/(24)10d w 16" O.C.FASTEN OSB W/8d
6" O.C. ON EDGES, 12" O.C. IN FIEL LLL
NOTES: 2x4 SPF STUDS AT 16" O.C. CLIP END :fOF LATERAL 0
I, 5/16" HARQI-PANEL 15 PERMITTED AS SUBSTITUTION FOR `1/16" OSB BRACE TO d ,,� (�
ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PLAN. GABLE BOT W ([`yl ,fl/)
2.OPENINGS IN SHEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE CHORD WITH m
FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABovE AND BELOW (2)SEMCO12
OPENINGS. ad. W_l a pt Wile)
3. SGP3 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH FTP20 W/24-164_ ad. �
FOOTING (SEE TYPICAL 4. 1/2" ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2" Irl" ANCHOR BOLT OR WEDGE > U
WALL SECTION) OLD D DRILLED AND EPDXIED ALL-THREAD z
PER TABLE ANCHOR (MIN 6" EMBED)W/2"5Q O/Z _q 0
5. ANCHOR BOLTS AND ALL-THREAD MIN_ 6" EMBEDMENT DEPTH x 1/8" WASHER AT 48" O.C_
2x4 NO.2 SYP PT BOTTOM PLATE 2x4 N0.2 5YP PT BOTTOM PLATE GABLE BOT U LU 1-9
BOTTOM PLATE TO STUD W/TPP4 BOTTOM PLATE TO STUD W/TPP4
2x4x8' SYP LATERAL STR4P GABLE tRtlSg CHORD
W/(10)84 ON EVERY OTHER 5TUD 1/2" ANCHOR BOLT (MIN 6" EMBED) W/ " SG2 x W/C10>ed ON EVERY OTHER STUD BRACE a 48". (2)I6d TO STUD WALL WITH
1/8" WASHER u 48" O.G. OR FAS3 W!(6)I al • THROUGH BRACE INTO RTPGA812 WITH (8)
5HEARWALL A55EM5LY ETAIL 24° O.C. �� —� EACH TRUSS BOT CHORD IOd AT 48" OC.
FINISH 1 a MIN 9. . . 4 4ir _... I .
rn
�, O
GRADE :, 4 /. / 1 / / X O
..�211 ;.• • " 6x6 - WlAxWIA ULF CSA -LE-END 3 AGING DETAIL
TPP4 W/00)6d TRJ55 TO TOP PLATE WITH HDPTI W/ ��\/� \\`rte 4 / WATERPROOF BARRIER
,10 O
6 24" O.C.(MIN 2 (84. EXCEPTION:_ JACK Z 7LONG AND LOAND (L
PER HEADER) SHORTER MAY BE FASTE=NED TO TOP PLATE FOOTING TO BEAR ON
r
WITH ONLY (3)104 TOE NAILS_ FIRM UNDISTURBED SOIL
NOTES: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL NO.2 SYP 2x4 NAILER.
5CHEQULED 50TTOM PLATE= ANCHOR (FA53, ANCHOR BOLT, OR WEDGE ANCHOR) 1/16,1085 FASTEN TO TRUSS CV
WITHIN 12" OF BEARING WALL ENDS AND WITHIN 12" OF DOOR OPENINGS IN BE=ARING DIAPHRAGM. FASTEN BOTTOM CHORD WITH O
NOI SYP HEAD R. SIZE AND N3M5E WALLS. SEE TYPICAL CONCRETE 5ECTION5 FOR REINFORCING AND DIMENSIONS ANDZ
OF PLIES PER FRAMING PLAN FOOTINGS_ TO TOP PLATE W/(2) (2) ROWS IOd
CALL OUTS. ROWS 10d 4" O.G. AT 4" O.G. (TYP). t�
1/2" DIA. ANCHOR BOLT MAY BE SU55TITUTEED WITH Irl" DIA, ALL-THREAD DRILLED W
CRIPPLES AND AND EPDXIED c vi c
KING STUD, QUANTITY11 CRIPPLES AND TRU55 BOTTOM CHORD TRUSS BOTTOM CHORD (f) a �,
PER CALLOUT ON KIW.7 STUD.CLIANTITY = r T c o
V 47 3 C 3
FRAMING PLAN PER CALLOUT ON LA u m o a o
(e0bol BETWEEN FRAMIN[: FLAN. «c 'D 1=
ADJACENT CRIPPLES (6)l6d BETWEEN TYPICAL WALL SECTION W �,
t1.1 C07 ID W �• �P2
AND KINGS ALL CRIPPLES TO
ADJACENT CRIPPLES v E v
AND
4..
HEADER: �' u
RTPGA816 W/(6)16d l� o o m u ° ou
IN HEADER, (S)16d NOTE: PROPERLY RATED OPEN FASTEN DIAPHRAGM TO 2x4 W N v o r ; 2 ci-0 E
IN CRIPPLE:, WEE3 TFW55 DEADER NAILER WITH (1) ROW IOd 'o o c Z'c T Q1
FASTEN TOP PLATES TO AT 4" O.G. (TYP BOTH NAILERS) <1 0 u a 2 o� rn b
MAY BE 5UB5TITUTEp u Q- �.,, � u w
O K yV, - w'-
IN
" C
N THESE p ANFOR HEADER F'1=GIFIED OFC(4)10d BETWEEN ROWS (K
ALL CRIPPLES TO SHEET ROCK (TYP) o c u o p
BOTTOM PLATE
C d y c n c
EACH STUD.
W/TPP4 W/(10)04;1\ tPP4 WITH (10)8dL o n u c °v
0. V—L
INSTALLE=D AT TOP AND ° x E x�D c"
E30TTOM OF KINGS STUDS O �'� �c � w o m)
15 ACCEPTABLE: ALTERNATE 7!1!x" 055 ATTACHED TO 2x4 5TUD5 c c o° ` 9 N."o
To HARDWARI= ON GWPPLE5. " " ° ° r c 2 !n
NAILING NOT REQUIRED HEADER DEPTH AND NUMBER a v aic
ON NARROW FACE OF PLI£3 PER FRAMING PIAN. AT 16 O G. FASTEN WITH MIN 8d o c E— o c o
OF BEAM5 HEADER MATERIAL NO.2 SYP (UNO)
AT 3" O.G, ON EDGE, 12" O.C. IN FIELD. cn a a
o E0 r_-0
IL a6-0 0 o 0.�
ALTERNATE INTERIOR SHEARWALL FRA INCA o 2 t'i ado °CL rz E
u " ".
�.� ��ri ariwv u
NOTE: T1415 INTERIOR SHEARWALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE 4
D
FOOTING AE TYPICAL RTPGA036T W/(24)10d THE 5HEARWALL RUNS PARALLEL TD THE TRU55E5. TH15 15 A PREFERRED O SHEET NO.:
ALTERNATIVE ST - 2
WALL SECTION) FROM BEAM To COLUMN LTO FRAMING ABOvE THE PLATE LINE TO THE ROOF DECK
ISL "
Structural
TYPICAL HEAQER FRAMING DETAIL Details
z
PLAN VIEW AT CORNER >- SOB NO.: BE110400
04 A 48"-12" BEND TOP, TRUSS TO TOP PLATE:: HDPTI W/(8)8d. _1 �-+
9" BEND BOTTOM E CEPTION: JACKS 7' LONG AND O BUILDER: B e s tC o n
8" CMU (TYP) 6x6-WIA x WiA WWF 15/HO�R MAY NAIILg FASTENED TO TOP PLATE
u
1 TPP4/6 W/00)84 AT 32" O.G. LOT NO.: 1
-- 4"
TRUSS TO HEADER WITH HDPTI W/00)8d. TPP4/6 W/(10)84 X
GARAGE DOOR HEADER (SIZE PER GALLOUT
EXCEPTION: JACKS -I LONG AND TOP PLATE TO STUD ON FOUNDATION AND FRAMING PLAN) (L
SHORTER MAY BE FASTENED TO HEADE=R (TYP 4 PLACES) SUBDIVISION: Cove o V Paradise
WITH ONLY (3)104 TOE NAILS_
FINISH \ HEADER DEPTH AND NUMBER OF PLIES 3 KING STUDS EACH Q
GRADE PER FOUNDATION AND FRAMING PLAN. 2x6 WHEN
NUSING NG NOTES: TOP PLATE ■ NO2 SYP •--) FLOOR PLAN: 1315A
HEADER MAT'L NO.2 SYP (UNO) m
CAST-IN-PLACE BEAM TO COLUMN, STUDS EACH SIDE; WHEN BOT PLATE = PT NO.2 5YP
CONCRETE FOOTING RTPGA.836T W/ (24)104 USING 2x4 FRAMING. STUDS - 5PF
1/.: - FTG DINMEN51ON5 TO BE 12" DEEP CONCRETE NOTE5 MONO FOOTING SHOWN MAY DESIGNED: DLM
(2)05 OR (3)04 CONTINUOUS x24" WIDE W/(3)15 IN 3 (2)RTPGA824 W/(24)104 FASTEN ADJACE=NT BE REPLACE[) WITH STEMWALL
l9 I. Concrete compressive strength for Footings• 2,500 FROM BEAM TO COLUMN- STUDS W/(2) ROWS SECTION 2.
STORY SECTIONS al at 28 da a (UNO). r O
L p y 104 COMMON NAILS s SEM,.O RTPGA824 WITH
6" OPT, EXTE_NSiON 2, Concrete compressive otran th For slab - 2,500 sl (1)EACH 51DE= OF ��
-8 FOOTING TO BEAR ON �' g �' COLUMN. a Off. STAGGERED, I IN HEADER TYP 2 W REVERED: wV C
IN BRICK LOCATIONS at 28 days (UNO1.
ON FND PLAN FIRM UNDISTURBED 501E 3. All reinforcingsteel °3 and bi er shall be ASTM
gg EACH END of HEADER) <C DATE
A615 grade 40 66Formed bare (UNO). FASTEN -1114b" OSB To z REVISIONS
4. All reinforcing steel shall have 90 degree bend at EXTERIOR OF RETURNS
CMU 5TEMWALL "RECTION 2 corners with a 25" lap. AND ABOVE DOOR
S. Flbermesh Is an acceptable alternative and shall not W/8d AT 3" D.G. ON O
require WWF. EDGE, 12" O.C. IN FIELD.
6. Masonry stemwall and monolithic footing are PT NO.2 SYP 4x4 POST
interchangeable. (UNO ON FOUNDATION AND 2 CRIPPLES U
(2)64 CONTINUOUS Z. Earth Fill supporting slabs on grade shall be Free FRAMINGPLAN) EACH SIDE IL
of organic material and cohesive soils. Compact the
fill in 12" Ilfts to at least 55% or Modified Proctor PT NO.2 SYP 4x4 POST ASCE 7•-98 120 MPH WIND
Maximum Dry Density, (UN0 ON FOUNDATION AND (0
—1 8, Stemwalls over 4 courses tall require special FRAMING PLAN) AmIllikk
�- : •. ••a. � attention to bracing during construction. Contact
engineer of record if this condition exists. FUP525 (TYP 4 PLACES) UUU
�\ \ �\ �\ \ , 'a+• _•: \ .\ a° 9- to control cracking in the slab, cut I" deep saw (14)106 WHEN RETURN SINGLE SHE=ET -A
cute In a 10' x 10' grid throughout the slab within 12 (24)16d WHEN RETURN 15 DOUBLE SHEETED O
WATERPROOF 5ARRIER 6x6-1111.4 x WIA WWF hours of concrete placement_ POST TO SLAB CONNECTION POST TO SLAB CONNECTION Z
10, Do not Ocala Footing dimensions and locations WITH ABP44 W/(12)lbd OR WITH ABP44 W/(12)16d OR =
from the Foundation Plan. Do not determine footing 5GP3 W/(14)104, SGP3 W/(14JI0d. FINISH GARAGE SLAB L"
location From architectural plans or Fr4ming Plan. If GRADE FINISH
footing size or location is not determinate from use \ \/// GRADE
BEARING WALL FOOTING SECTION 3 of Foundation Plan alone, contact the engtnear of v' — 0— — — A — — o / / /\ `\ W
record. •d /i�% (L
q
r 4 904 241 -5200
FOOTING (SEE FOUNDATION AND
FRAMING PLAN FOR SIZE) r \/\%\\G �\ •� \� \\
K 1 FI C
TYPICAL PORGH P05T AND !;SEAM FRAMING DETAIL
FRONT ENTRY GARAGE DOOR OPENING DETAIL � w
' 40
�4R1�
E�
Don kaffic Apes 7-h"dc0 11/2¢/00 9:44 AN BY-AAr1
LATERAL RESISTANCE TO THE DESIGN WIND W,45
ANALYZED U51NG THE ENTIRE SNE L L OF THE DOUSE
A5 MAIN WIND FORCE RESISTING ELEMENTS. THE �
TYPICAL WALL 5EGTION 5NOWN ON DETAILS 5PEET PAS ccl
K ADEQUATE 5TRENGTP TO RESIST THE JMf=O5ED WIND
LOADS IN ALL SEGMENTS EXCEPT WPERE INDICATED
LL
-A'
(2)2xl2-2/z )2)2x6 [f E3Y A 5NEARWALL CALLOUT. -
1�1
r2)2x6-1/2
Cl7 Na 5EArlC,7LIIRED } -
(2)2x6-I/2 UNDER T05
� 0
)2)2x12 �y
(2)2xb
STRAP VAULTED TOP __ ❑
PLATE TO COMER STUD
W/RTPGA624 W/(24AOd COMMON PORCH (P � W
3 BEAM V)'
O V
(2)2x16-1/2 m
(2)2xb-I/2 • u
LU I' II II
LU
Illi ' `
w <1 C7
iLH
z (�
(2)2x6-I/2 U N C2)2x12-2/3 V
73
U us
O 0
U
m
STRAP VAULTED TOP
FOLATE TO CONNER STUD (2)2x6-1/1
W/RTT'GAB24 W/(24AOd C,01 N X
(2)2x8-1/2 (2)2x6-1/2 (2)2x6-1/2
o �t
C,
Q
r � �
v c V vi c
0
C w o v o
cn °
W v°� -0 _0 vE
Framing Plan a
E m-P
y5 c a CLa•G-°'p v o 0
Ngo � ' vva�iE4-
111 fan �+'�_ aim0
c
• v
W
Z
62'-4j" o C u u a o �� o'�
x � , ov•- c
LU
� u uvpmCc � v
x -gx p c
_ - - - - - -..- - - - - - _,_ - - - - - - - - - --- - - - - - -
Q c Trn0 N C
_.._ N a
O G'p C O
m I I�_ _ _ — _ - -�I 2 I I� II I 'ap7 Q]1.' U • . U
c� O WpO U
OL_5-- -- - 2_ - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — _ -- LL ( 0vC
N °Z 105 r
oO
I
-r- "'O
L'O Z Cm E.2
CL E
I i 2 I I I I <1 v
w� V�n1 C+�oriwvTi
! 2 I sT-1 I
ST-
I N, OTE (� SHEET No.: ST —
1 1 ST-1 I I.FOR STRUCTURAL DETAILS, SEE O
APEX TECHNOLOGY DETAIL SHEETS U
<r Structural
I 1 ST- 1 I J I I 2-IF HEADER NOT SPECIFIED, Q Plans
[Y
- CONTACT ENGINEER OF RECORD O
T7P 1 1 I I I F 3. - INTERIOR BEARING WALL
Joe NO.: BE110400
g,_I„ 4- 12' PLATE HEIGHT FRAMED WITH 2xb d
L _ _ — — L_ — — _ _ J I I I,g„ 5Pr 6TUD5 « 16" OC (LINO)
I 1 I 1 5- II' PLATE HEIGHT FRAMED WITH 2x4 z BUILDER B e S tC O Y1
5PF STUDS a 12" OG (UNO)
1 L - _ - � J L _ _ - _
- - - - - - - - - - - - -- - - m STRJCTURAL KEYNOTES: -A IAT NO.:
I I 1
FF I 2 s"x8" DEEP THICKENED EDGE �
= SUBDmsION:
I I I sT-i I Q W/(Ira DONT z Paradise
W� Cove
I 1 I 1 I I I12" DEEP FTG W/"4 w 12" F
1 I I I 1
A EW UNDER BOX COLUMN w FLOOR PLAN: 1315A
O I ST- i 1 I I 1 A 6*QEIL2U" DEEP FTG W/ OL
a i I e I I I I sT I X DESIGNED: D LM
I 1 I I I I A 0 RTw(2mTPGA52 im,Xd
UNDER DOOR I TRJS5 TO HEADER [Q REVIEWED: 11 V C
Q (2)RTPGA824T W/04)I0d
I ST-1 I I I I I TRUSS TO HEADER w REVISIONS DATE
Q (2)RTPGA824T W/(22)10d � p.
I 1 sT- 1 I I I 5T- I a
0 " DEEP FTG W/ '?,v ' -
- - - - - _ - - - - C3 "4EW
Vw
- -- - -- - - --- --- - - - -- - - - - - ..- __._ - _. -. - - _._ - - - -. - - - - - - -
- - _ .._ - - - - - - - - 30"5Qx20" DEEP FTG W/
H 041"4 EW
4�' � O ASCE 7-88 120 MPH WIND
36"BQx20" DEEP FTG W/ O ~
IQ (4)64 EW ./ ~
46"SQx24" DEEP FTG W/ vo,
Q (5)04 EW, T45 N
Q1/2" ALL-THREAD DRILLED
f EPDXIED W/2" SQUARE
WASHER MIN. 6" EMBEDMENT O ,
REQUIRED a EACH END _l
OF OPENING
Z
LEGEND � 904 X41 -5200
(2)1x6-112 - HEADER/BEAM CALL-OUT
Foundation Flan NUMBER OF KING STUDS EACH SIDE OF OPENING w " Cq
NUMBER OF JACK STUDS EACH SIDE OF OPENING
SIZE OF HEADER MATERIAL (NO. 2 SYP) i
NUh1EER OF PLIES IN HEADER
O - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL a.
CORRESPONDING TO NUMBER
BW" - BHEARWALL BEGMENT - PROVISIONS OF SHEARWALL A55EMBLY '
DETAIL GOVERN. ���i
•N�L7 R1
Dan 7brrlw Ape T.abnwmp 11/21/00 4:87 PM PCl.drr