HomeMy WebLinkAbout137 Woodridge Trl 95-1178, 95-1259, 95-1418, 95-1597 New SFHt 3-1 couGcCR_ka y_ 01k.
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PHONE #_ 32a`3 ( C) Y_
LOCATION 131
OWNER
ADDRESS
PHONE #
GI `� )As_qPLUMBING CONTRACTOR
ADDRESS
PHONE #
✓`���ELECTRICAL CONTRACTOR 4 1,� C /b7 - c--
e 9I;T*&Il
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS ()
ARCH IT ECTURAL APPROVAL
PERMIT #
JOB !Sj,
COST $�
FEE
STATE NO. R G- 6060 e
FEE �
FEE $ '¢4�_�
FEE $ Sf.
SUBDIVISION: CJ ,-&
3
LOT NO.
BLOCK:
SECTION:'
SQUARE FEET:���''
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ _ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
DATE: ISSUED #
FINAL DATE
DATE:
EPi:
FEE $ _ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
DATE: ISSUED #
FINAL DATE
DATE:
EPi:
Ravialona I Date
MIRROR
PALL BATP
MIRROR
MASTER E3ATH
21-0" D151-1 SINK
BIFOLO WASHER
KITGPEN
A
1%6
WALL ONLY
r. [6191,�
RANGE
KITCHEN
3/8" = 11-011
OCCG I,,
4
4
12'-0' X 26 '-0" CONCRETE PATIO
CONFIRM SIZE $ LOCATION ON SITE I
DUE TO TREES $ GRADE.—
i
30'-2"
I
8'-S" - 3'-15,6 It II'-2'/a"
5H25 1/1
iri 1 -I%,, X 5'-3
BEDROOM #3
FLAT 8' CLG.
LIVING ROOM
0
53'-411 (LOT 91 ONLY)
9'-6"
13'-6
4 �� 41I
�_41�� 1'_41/2It
1 -O
6'-2/41,
(0 A3�-5��s��,
&'-2s/s�� 4'-0EX
PA1�2 OF 30 34
TRUSSD
-
T
- - - - C� 1 X-4 -4 � - - -
TAILS
TO 32"
PAIR OF 5H24 1/1
HOSE
is
OVERHANG
(LOT 91 ONLY)
BIBB
6068 SGD
/ Is \ j' BOTTOM OF FIEADER Q 7'/ i
\ At NOOK
6'-2%" x 4'-2%"
-
cA
-
PRECAST HEADER
- 8'-loll
16" BLOCK
_
NOOK
MASTER
ISO
BEDROOM
4
CIAVAULTED CEILING w
OPENING F- RIDGE -\ '
36WIDE IGH n
' KITCHEN
TC N N '
44' OFF
I'-8'I
FLOOR
-
VAtil-TEp
1
2.3'-O'
2868
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Il'-O°
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I I Q I
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MASTER
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BIBB
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i f
WALL TO HAVE COLUMN
TO THE CEILING
-
RETURN
Q
BATH
X
2 - 3 -O
286$
UNIT R/O SIZE:
52' WIDE
LOT 91 ONLY)
r
, „ AIR
2 _� -
FLAT 8 CLGc
a21/2, NIGH
NORECEas
I i+ DININCx
i IO
Ra0M
2868
LT
A/C
0 MASTERa°p
A/C
4
3068 i i VAULTED 26 tlx G °a CLOSET 28 HIGH •
�' 6-PANEL 1 1 2468 _
_ BEDROOM #2 SIDE METAL I I WAS _ _
FLAT 6' CLG. LITE ( D 1 9 UTILITY a Q � 8 � "' n c��
O _ - l t- X l t�
� II 11 � 11 II � It 11
- — I ARCH ' 12 -% q $ -0 4 (o -0 \ cv
II WINDOW V DRIER
ABOVE -' t
i SEE I RDBEARINGcww
Ei
12' oELEY.
WALL
\
\ -�9, PAIR OF 5H4050 COL, d BEARING WALL O
/ 4,r
u 19
4 -1 X 5-0/4 I' I I I I STAIRS
C
6H4050 COL. -
I I
ALUM.
COLUMNS SEg FOUNDATION
PLAN FOR STOOP
DIMENSIONS
4'-5'%It 4-111 4-5112�, 2�-3112�� $�-1�� 2�_3►,��� _ g,t
o
a°� -
u X
mom$
f1
b,
I
GARAGE
FLAT 8' CLG.
n
INSTALL
LINTEL
CONDUIT .'
ELECTRIC
LOCATIONS
III :f /
16xi OVERHEAD \
51-011 12'-8" 3'-4" Q I6'-0I, 3'-41I
30'-811
53-41I (LOT 91 ONLY)
DASHED HEXAGON INDICATES 1/2" ANCHOR BOLTS
(4' O.C.) VERTICALLY AT WOOD WALL INTERSECTIONS
BEARING WALL6 ARE SHADED
I
THIS STRUCTURE WAS BEEN DESIGNED IN ACCORDANCE
WITH AND MEETS OR EXCEEDS CHAPTER 1205 OF THE 1991
6B,C. WITH 1992 REVISIONS,
ENGINEERING DESIGN, INC.
P,O, BOX 520695
LONGWOOD, FLORIDA 32.152
(401) 699-4500 FAX (401) 699-1488
M oc o
O
E-
O
H05E
BIBB
u
m
�t I
PER EN,GIXEERED
'D,RAWNG'S ON FILE IN
'E3UIL:DING D,EPARWEW
a
-�
-}-,
cal
LL
�
tfi
CV
C%
Notes
Sc(uars Foota�es
L)v1ng Area 1511 SF
Garage 501
Front INN 33
Total
Under Roof 20B1 6F
a
Q
-
Q
J
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o
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va
Q_
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Drawn` ADS
Date: 3-23.95
Scale' 1/4" 1'-0t1
Drawly Title
FLOOR
FLAN
4
CABINET
ELEVATION$
$heat I Of
4
i
11
I
0
4
m
_ I �
12'-0" X 26'-O" CONCRETE PATIO
CONFIRM 51ZE d LOCATION ON 51TE
DUE TO TREES d GRADE,
i
53'-4" (LOT 91 ONLY)
30' -2"
9' -�
13, -8 '�
--— f -- —--_
_ I 806E
_______ __—_
- __________________ __6C2b8aGsG1.,_
I r___ ____—.-� _ ____---__ —
L
`r
I
I '( 1111^. 1
.x
———— — — — — ———————————————— — — — — —— — — — — —— —
—I I12+ANCHOR
I------ -- — — — — - -—— — — — — - I
I
i
FILLED CELL RECESS 3/4" FOR
16' BLOCK BOLTS
d -0 MAX,
—
WITH (1) 05 REBAR CARPET
SPACING
I
(TYPICAL)
I
- I 9X8XI6 CMU STEM WALL
WITH CHAIR BLOCK AND
EXPANSION JOINT
-
I
I
! (TYPICAL)
{
I
_
23 -2
t
DOUBLE BOWL
(
I
I
4" - 2500 PSI CONCRETE WITH: SINK WITH
I
DISPOSAL
FIBERMESW REINFORCEMENT
I
®
Y
I
I
OVER b MIL V15QUEEN
I
...
I
OVER CLEAN COMPACTED 501E was ER
_,
5' cast IRON TUB
TERMITE TREATMENT
u
-
TOILET
LAv
10
-4 1
I
�T
2'-51-j
LAY
NOSE
BIBB i
-
RECESS UTILITY
ROOM DOWN
12' X 42+
TUB
I
FORM OUT UTILITY ROOM (1" MAX, STEP) `
AT 1'40" BY 6'40' TO
CATCH DRYWALL t
LAY
i I BASE, WOOD WALL A/C "
PVC ! _ i DIMENSIONS REMAIN LT CHASE A/C -
A$ SHOWN ON
95-b\
_ i A/C
l FLOOR PLAN -------------
__-------- --- — I UNIT
I I _ _ ( I
n, WASHER I
r - - - _ �g TOILET i
DRYER / rn
Duct DRYE
U2' ANCHOR BOLTS �� I -- _ — — -- _ _ _ _ _ _ _ _ _ _. _ _ ' _ T _ _ _ _ _ _ r. t `
I ( d'-O" MAX, SPACING -- ® -
I AVOID DOORWAYS
I (TYPICAL) I I = 1 -----------� f 1--—————--- ---- -- _---_-- I
O WN
r, i -p I _ I n In' ANCHOR DOLTS I I
i� t __ +
WIDEN FOOTING I (3 '8 d'-0MAX,Sf�A);ING 6,-Su i u
Z— _ — _ - _ _. _ J I n, d'FOR BRICK I AVOID DOORWAYS
WIDEN FOOTING THICKEN — — — — — — — — — — — —
d'FOR BRICK EDGE i I - 1
W/ A5 ► I
5' -Q " I `-4" ( _- IRM- RECESS 3f4" 1 (ONF_ z
FOR 2/5 X 6/8
I I BUMPER STEP AND DOOR
I I STEPS FROM UTILITY
ROOM ON SITE
I I i
CIA
i I I
NOSE
_- I I T I BIBS
i
1- 1 RECESS 3/4" 1 I U
FOR 1/0 X 16/0
_ GARAGE DOOR
13'-O"
51-011
THIS STRUCTURE WAS BEEN DESIGNED IN ACCORDANCE
WITH AND MEETS OR EXCEEDS CHAPTER 1205 OF THE 1991
S.B,C, WITH 1992 REVISIONS,
ENGINEERING DESIGN, INC,
P,O, BOX 520695
LONGWOOD, FLORIDA 32152
(401) 6994500 FAX (401) 699-1488
12'-8°
53' -411
I
WIDEN FOR
BRICK
(LOT 91 ONLY)
1/4" -- 1'-0"
22' -8"
*14
WIDEN FOR — --- --
BRICK 31
-411
Revl6fom6 1 Date
Q
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1<
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N
N
i
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-i
LL
O
Notes
Square Foota�es
Living area 1511 SF
Garage 501
Front Entry 33
Total
Under Roof 2091 vF
Q
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J
D
o
o-
CIA
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G
Ira
:3
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ILL
40
CIL
U
4
Drawn' ADS
Date' 3-23-95
Scale: 1/4" = 1'-0"
Drawing Title
FOUNDATION
FLAN
4
ELECTRICAL
PLAN
r,
Sheet 2 Of 4
e
x
s
I
9
0
t
0
L
Ili L6TA9 a 2411 OIC,
R. T
-q"- y OTw TF4169
-rf;a.Z Hr=AF,)Ef;R 5GHEDULE 10 DBL. 2X HEADER W/ 1/21,
5 ,� X4 pLOCJ�I�rs 7t7
2A a e 13
57 OTHEW, 4W O/C 1�' ..z PL-iLIAD FLITCH (SEE PLA�t� - TM186 STRAP (SEE
EC TRI468 LAYOUT)
j 2X4 DLOCKINS D13L. 2" X 6" W1 1/2" PLYUJD. FLITCH LINTEL W/ (1) fS "4" _T
48" O/C 5f='2 EVERY STUD TOP-, FORCONN
SIMPSON M-117612 48" O/C ROOF FRAMING :DOUBLE 70P PLATE PR5.-CA5T HEAP6 2X PLATE
DBL, 2" X 8" W1 1/2" PLYl FLITCH
DBL. TOP PLATE u)/ DTL. Mo �pR SIZE) G - E3L SIMPSON MrSI2 46" O/C 411 TI,-K L
SIMPSON SP2 * EA STUD 'I-- DOL. TOP PLATE W/
Ii 411 T IN;/'
ItHDR311 W 1/21, Jo
D5L. TOP FL14TF Uj/ DBL, 2" X 10" W1 t/2" FLY110. FLITC" "K_ GL,;f3L<. SIMPSON OF2 EA STUD TOP
SIMPSON 6P2 a EA STUD
W 11-2 " JQWfT
SEE DTL 1w:? NOTE 06
4,
I I . ! i I
FO 4VIR411 DBL. 2" X 12" W1 1/2u PLYWD. FLITCH 0 WALL AT
,R STUD REQUIREMENTS
�1) VERT. TIE ROD -1ETF SEE DTL 4S, NOTE 05
PERIr =R OF
SEE-DTL 03 NOTE 08
Ill I M FpeoN L5 AT SIDE OF GLASS BLOCK FOR STUD REWREMENT8
F0 D5L, 1 3/4" X 11 1/5" MICRO -LAM T_ JAC" e
,R STUD RE CzLA86 BLOCK EVERY CRIPPLE E30TT.'
5PI eo EA. STUD Ij
t.5LO0QW3 MID SPANI, I
I I H I , � 11Ik4[)F;Yvl1 DBL. 1 3/4" X I&" MICRO -LAM OPENING (TIE ROD
2 X 4 FIRE- I a COWERS) 2x PLATE
-1P6ON L5TA24 J
5:t FULL LENGTH
BLOCKING
WALL STUDS 2X STUD ii
E3LOcKl MID SPAN 1/2" GT"SUt-1 W/ ED AT MID -SPAN ! '1�1 I I . I I - BLOCKING MID SPAN
.--- 1, ! I -- I - -_ --- PRE -CAST SILL
HEADER STUDS - all X all C.M.U.
4-
GIrl"151111 W/ SIC) 6AFE LOAD - LE36FER LINEAR FOOT
tiv- G-rmeum wl Ec> CLASS 5LOCK DETAIL
GLA55 BLOCK DETAIL
COOLERS a O/C l5P2 2 X 4 FIRE
r
SIMPSON I I � i I
TYP. I AT MID -SPAN
it iI MTT265 4'-01' (48") PfREC,45T C14,41IR BLOCK
21<4 Ek�?TT. PLATE 14- i' i !• 1/2 " X 0" AB. 12
4' o" (��4`) PfREC
A STUD im 4811 01C
SIMPSON 6PI 0 E 744 b8.
51-101, ("1011) FFREG145T
(2) I&D 4 2X4 15LOCKl 3,. 1 ------
4" GONG. W/ ro --I
I) II24" O/C
11 (W11.1 c,>RF_GA5T 2,581 be STUD WTT.
Iq IDS. X� 5rMP50N 6P! EA c 2x F.T. wT,r. PL. W1
EA STUD 2X4 P.T. f3orr. PI.- W1 10/10 Lu,wl y
SIMPSON 13PI 0
-4" /112") PPRECA5� 1,14
1/2 X 4 A$. ® 48" O/C
4' CONC, 5 W/
4" CONC. 5LA Lu/ 101-(011 (1211l FR.EICAIST &X6 10-10 �ISI.
6xb 1p� 10 UJ21. , �__ _ -:-- ---
5PI EVERY STUD a 5OTT. PL. __7
I V- 4'. c 13& i,403 be. 'A. -- - - - - - - ------------- F-007ER
PIPE THRU
BLOCK
0515 AS SHOWN D. X 1211W. FTG, W1
CLIPSREO'D WHEN SILL PI . EXCEEDS 48" H. IT-O" (144") FREG,45T �304 be.
14'-01' Oroa") 'PRECAST a 1�5'a CONT.
90(i!I lba. ( 2
TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS C311 b a. I - f FILL CELLS SOLID
YPICAL INTERIOR -SHEAR WALL SECOND FLOOR INTERIOR, SHEAR WALL IT-4" (20a") FfRESTfRE56ED PIP 1,HR!U I
ADD (1.) 05 251, LAP TYPICAL INTERIOR BEARING WALL
DESIGN 2000 P.LP. DESIGN 2000 P.L.F. -4" (13':ll) f=RE67R_F66r::E) 023 b5. I- TER
IFE THRU MONO FTG. DETAIL PIPE rpf;Ru STEM WALL DETAIL
ey 0'rHEkleo'e,
F P.E. TRU015E6 2 E3
13-Y OTHERS NOTES SEE ZONE
2X4 BLOCKING ROOF 6HEATHING
484 O/C X4 BLOCKJI•6 - SIMPSON f-rrbL? 48" O/c crHART r-OR NAILING REa
48" O/C CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 14
POL, TOP PLATE W/ 1. TRUSSES MUST BE CAPAE KINI --,�FQ [FEP- PROVIDE BRACING ;N THE FIRST THREE FRAMING SPACES AT EACH END OF FLOOR SYSTEM,
8IMIP00N SP2 a EA STUD 2. 7RU66E5, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS - L-QU
&impsoN mTai2 4&,- o/c -ALCULATION5. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A 5PAGED 4 FEET ON CENTER MAXIMUM BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRU55.
UPLIFT c REMAINDER TO BE BLOCKED/BRIDGED tv a FEET O/C 7r
00L. TOP PLATE U.V F, 2 X 4 OU%OOKER a 2411 Oj-.
SIMPSON 51-2 0 EA 61-UP NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY 71rl4E 5TRUCTURAL ENGINEER F 5HEAT4IW_i PANELS TO FRAMING AND BLOCKING WITH &D COMMON OR 5D �40T DIPPED
SEE DTL -5 NOTE 08 AOTaNiN(1, FASTEN FLOOR W/ A34-,,& 2411 O.C, (MAX. 1211 O.HJ
-3 HEADER STUD REQUIREMENT
FOR STUD REOJIFREMENT6 - Ill GALvANIZED NAILS AT THE FOLLOWING SPACING-
2 HEADER STUDS (EACH 51DE) V-rol' TO (0--o 51 ROOF Bixe 4'
1, 6 INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. P.E. Tf;ZJS8 v 24" Or-, -
----'2 x 4 WIN�.) E3f;�,,4CE a RIDGE
io'-O" TO 12'-0"
3 HEADER STUDS (EACH SIDE) 12 INCHE5 ON CENTER AT ALL INTEFZ*1EDIATE FRAMING,
SEE DTL 010 NOTE *a 4 HEADER STUDS (EACH 6VE) 121-011 To I0"-0'- ac, 'ro THIRD TRUSS
FOR STUD REQUIW-I�ua
03 24 O/C) W/ I(od NAILS AS SHOWN
5LccKIW_,,m MID SPAN 2 HEADER 5TUD6 REQ, (1) FULL LENGTH STUD I T 4' FLOOR FRAMING
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS 2 X 4 BLOCKING a
GABLE END TRUSS MAY HAvT-:
< 01 BE MODIFIED - SEE ELEV.
4 HEADER 5TUpS REQ. (2) FULL LENGTH STUDS 48" O.C.Or-, (FIRST THREE
0,
-1 w �0 PATTERN FRAMING SPACES) 4 2X4
BLOCKING MID SPAN COOLERS a Ill O/C 4. BEARING WALL RAIL PAT
T- GONT. to cab" REMAINDER
(2) FLOOR JO!5T
.5. uj/ ap 1. PL-rUX')OD-- (FIELD) USE- 8D NAILS 0 12"' O/C 0 4 W/ (2)166 a EA. TRUS
-7-
12 n O/c (EDGE) USE 6D NAILS iv (V O/C 03
-1. (FIELD) USE 5D NAILS tv lo" O/C
112, y W/ 5D
coo�.r __ _T -
_R8 11, O/c, 6'f P5UM (MIN.)
2. 6YPBUT (EDGE) USE 5D NAILS tv -I" O/C T
II I TRUSS STRAP 48" or-,
Ei. ROOF NAILING PATTERN -- - ---- 4, (SEE TRUSS LA�-OUT)
ZONE CHART
ZONE I - USE 8D COMMON NA!l_.5 e 12" O/C
2X4 WTT. PLATE
2 X P.T. PLATE
ZONE 2 - USE OD'COMMON NAILS (bl' O/C DOUBLE LINTEL W1 (1) 95 EACH
MP5oN 5PI EA BTWO -
W/ 1/2 X 81, A.B.
(2) IbD 2X4 BLOCKING §ZONE 3 - USE BID Col�[M.ON NAILS a 411 01r ----
;24" O)tC
(0- 1/2" GYPSUM CEILING: USE E0 NAILS 0 1" C/C L BL(�)CKING tp 4811 O/c MAX. IN
SIMPSON 5PI EA STUD 2X4 P.T. 5OTT. F"L. W1 1. SENCO 2 1/411 X .131 4 PASELODE 2 11411 X -0913 PNEUMATIC NAILS MAY BE USED IN LIEU FIRST THREE FRAMING SPACES
1/2" X 4" A-5,0 46" O/C OF OD COMMON NAILS. NAILED to Ell, oL, EDGES 4 a loll O.C. FIELD 4 c3b" O.C. REMAINDER 2/ BLOCKING
FU _�JD GA5LE END FRAMING DETAIL VAULTED CEILING
L I
8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 02 5l a 2411 O.C., Up To 14'-011 HGT. FLOOR 15RACiNG AT ENDWALL5
02 UN OF
INTERIOR LOAD E31EARING WALLS ABOVE 14'-011 To BE 2X4 5F Oj�::. UNLESS &S
-- -------- -
OTHERWISE NOTED. GABLE END
9, TABLE 1105.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN GA5L F_ END RUCK NAIL SPACING ROOF SHEATHING NAIL SPACING 5EE ZONE CHART
.SECOND FLOOR INTERIOR SHEAR WALL ADDITION TO STRAPPING REQUIREMENTS. SEE ZONE CHART
-LOOKER 0 24" 0,(--.
YPICAL INTERIOR SHEAR WALL DESIGN !�10* P.LP. 2X4 OUTLOOKER -a 24" O.C, 2X4 OUI
DESIGN 5100 P.LF.
(MAX. 12" OJ-1.) W/ �4134 @ 24" O.G. (MAX, 12" oJ4.) W/ A34 tD 2411 O.G.all DIA. l
fo 7\
2>14 WIND BRACE tq FID6E
TI;W 2X4 WIND BRACE R I r.)G E
OT + 4 AT a FT , OC, TO 3rd TRU36
5y GAbLE 4 AT 8 FT 0,,C TO 3rd TRU-55 TUD TOP
GALVANIZED FLASHING I I 5P2 EA, 5
2 c ZX4 51_0r_Kr��' TRU56 GABLE END TRUSS
P.E. Till 4-8` O/C 2X MAY HAVE TO BE MODIFIED GABLE END TRU35
'15LE TRUSS
By Aw CHIMNEY CAP ROOF 4 5LQcKNG SEE ELEVATIONS MAY HAVE '70 BE MODIFIED 2X OUTLOOKER D
SEE ELEVATIONS FOR STUD
2411 OZ.
�X4 5LOC4e,]ING 2X4 BLOCKING
4W O/C 1121, A-6. 4611 O.C,
SEE ELEVATIONS
IMP60N rIT812.48" O/C 15IMPSON 6PI 1/2 GYPSUM 41 O/C FOR 24" MAX C.H. j/
OF PLATE Lu/ �A. STUD ,DEQUIREMENT5
D`115L T r 2X4 BLOCKING
w.)11 1
SIMPSON MT612 48" O/C 5IMPeON Sf-2 - EA 5TUD STAGGERED DBL. 2X TOP PL,
------ NAIL t1l, /G TRUSS STRAP fe 4811 Or-
J
-DBL. TOP PLATE UJ/ R NAILS SIMPSON 6TF;2AP,e 4all O/r_ 2X4 BRACE AT IST (3)
SIMPSON 6T:,2 a EA STUD U55 LAYOUT)
(SEE TR - � �`✓
SEE DTL #b NOTE 06 2X4 BLOCKING
FOR STUD�I II ;i` _- 1/2 GYPOUM SEE TRU55 AYOUT) TRUSSES a RIDGE 4 tv
D5L. 2X TOP,PLATE
REQUINTE __AL; i DBL LINTEL W1 1 05 EA. V-011 OC. REMAINING
GALVANIZED FLA6HI_NC-s (3)lrocl INTO
2X STUI:) GABLE
RIDGE 5F12 EA. STUD
SEE, DTL NOTE 05
4
1#___ - Its- -- -- I �f__ - --
FOR STUD REQUIREMENTS 5®�yezl__ 5LOc:<W_5 MID6PAN
2X(o NAILER
5LOCKII',IG 0 MID SPAN W/ (3)lrod EA 1// GYPSUM CEILING
"\7 PE. -RUSS I
2X STUDS COT FROM
2 4 O.C.
2 X
TFRU65 BLOCKING a 48" aC.
/,-- 2X5 PLATE SLAB TO DBL. TOP PL. FIR�5T 3 FRAMING SPACES
(4)1(od COMMON$ NAILED
1/21, GYPWI uj/ r2p 1/2 AB. to 46" O.C.,
1,0 4 13611 O.C. REMAINDER
'IN6a MID SPAN tv EACH END
DLOCK COOLERS O1r_
-LASHING
W/ sp I - — (2)1(od cotv"ON5 IEND NAILED GABLE END TRUSS
GAL,/, F i 1 1111
1416" ObJ5 GABLE END TFRU8e
a 61, 4 171, O/c
II-IAT HAVE TO B
I/2"GyP5U1_I W/ r7D _�?:�j,<4 VERT M,4',r HAVE TO BE E
-
COOLERS T- Ox MODIFIED (SEE ELEV.)
MODIFIED (SEE EL�Ev.) 18T FLOOR FRAME COND.
>
(2) I(od
(2) 16 d END NAILED +
2X4 BLOCKING
I&d IV all O.G.
all O/C
ENE) p
2XI I !, %-4 5OTT. PLATE END NAILED
SIMPSON SPI 0 EA STUD NAILED E
(2) I&D i 2X4 5LOCKflrz NAIL 46 OHO101 WI/ I(od NAILS END NAILED
0 24" O/C
TRU,155 PLATE
1/2 AB a 4i3l' OTC,
MPSON 5PI,,* EA STUD 7X4 50T
51 FIRE PLACE C
T. PLATE P.T. LLJ/ HIMNEY DETAIL (INSIDE) 1'_Tl �CTE
1�411%.IPOR E301-T 48" O/C 5PI EA. STUD BOTT.
4'CONC. epLA W/
2 X.
IMITING H OF DBL. 2X
DBL. LINTEL Wl 1 05 EA.
%F
_71=_=�XTERIOR 0 2 STUDS 2X 51_0�_-KING
10-10 . BLOCKING 2X P.T. PLATE
E IGHT
PL
TOP
A--
-ING
r1AX_ HT,
ALL SIZE, STUD MATERIAL, 4 O1r_ BeAc 1 05 VERY. REINF. (SEE
VYIPICAL INTERIOR SHEAR WALL D FLOOR INTERIOR SHEAR W
DESIGN 520,0 P.LF fpC N DESIGN 8200 P.L.F. 2'x STUD 2 !&D EA. END FOUNDATION PLAN FOR.
2' X 40 6PRIXE, FIR 24" O/C V- 2 I&D EA ENE) LOCATIONS)
2" X 4" Sf4RUCE, FIR lob" O/C NgTMi NOTE: -LOOR E3LOCK COND.
\L 5D COOLER NAILS 15T F
BLOCKING a 48" O.G. BLOCKING a 48" O.C. SEE NOTE 04 FOR
20 X 4- SPRUCE, FIR 12" O/C Ill -a" OR GLU5&4 a 71" O/C 5HFATOIN6 1_11"IlLiNG
------ __________. \L 5D COOLER NAILS OR FIRST 3 FRAMING FIRST � FRAMING
131-01, DBL. L INTEL PATTEf;N6
2'X 4'&_')UTH=-F;N PINE 24g O/C W/ (1) 45 EA. GW554 a Ill O/C SPACES, c3ro" O.C. SPACES, 136" O.C.
REMAINDER
22 X 4" BMTHER14 PINE lb" O/C
CONNECTION
P.E. TRUSS 5T' 07HER5 2u X 4" SOUTIEF4� PINE 12" O/C 121-81, DIRECT TRU-55 TO BLOCK WALL CONNECTION DIRECT TRU65 TO WOOL) FRAME G eALOON FRAME TO ROOF
51MP_cn-� TWIST STRAP 2" X 6" 8M;ZUCE, FIR 24 d C)/C ENDWALL FOR GYPSUM CEILING DIAPHRAGM ENDWALL FOR GYPSUM CEILING DIAPHRAGM ENDWALL FOR GYPSUM CEILING DIAPHRAGM
(SEE TRUSS LAYOUT) BLOCKING REQIF-> a 4511 Or_
EN E PORCH CEILING 2" X go" SPRUCE, FIR 16"0/C GONG, LINTEL FT6, W/ "2) 05
Ix
20 X 6" 5FIcWCE, FIR 124 O/C 16-4 d BLOCK FILLED P.T. BOTT, PL.
W/ 2 0516 20 $5 VERT. FRIF INF. 21
24 X 6'80UTHERN PINE 240 O/C 411 CONC, -
1/2" DRYWALL C.ML,
log,
BEAM (SEE FLOOR PLAN 2u X b" 5CUTHEFN PINE O/C _ I"
5IMP50N P05T CAP.- FOR SIZE 4 r1rPE)
*5 REBAR TYP.
(SEE FLOOR PLAN) 2" X WSOUTHERN PINE 12'0/C PRECAST CONC, THIS STRUCTURE HAS 5EEN DE51GNED
P05T (SEE FLOOR PLAN
FOR 51ZE 4 TYPE) 2- X 80 5FRUc LINTEL FILLED TO MEET OR EXCEED THE 100 M,f=,H, WIND
_E, FIR 24d O/C L
W/501 LAP LOAD REQUIREMENTS OF SECTION 120E�
P.T.TENE:) 13TUD 1 1
2" X 81' 5PRLZE, FIR W O/C -----------
OF THE STANDARD IBUILDING CODE, 19"31
1/2 81' A.B.J __ I I - I __ 20 x 13, efl;wr-E, FIR 12, O/C 24'-0' UP TO 16' (NON - BEARING) USE +1*1_4 - — ------- EDITION WITH 19132 REV151ON5.
CEILING DIAPHRAGM 5LOCKING 0 48" O/C (VERT-) BENT BAR W/ -"- r___ ____ - --- __ - - - __
211 X 61 SOUTHERN PINE 241 O/C 181-411 1 115 IN HEADER. I(b' BEARING 25,�
FOR OPr=N STRUCTURES AND 16' USE 2 055 IN HEADER 2511 LAP F.U.I_ r*--
211 X 80 SOUTHERN PINE W1 01C LAP
2" X 8A SOUTHERN PINE 12" O/c 2V_011 GARAGE DOOR HEADER DETAIL FRAME TO f5LOCK CONNECTION CORNER 5AR DETAIL
NOTES 87-CALE. FQF_VI6ION5- E3Tr GREGAIARK TITLE BLOCK. 5HEET NO.
5 ARE SIZED PER UPLIFT REQUIREMENTS. I 1-21-9�4 COMBINED 51 AND IJUI
1. ALL WIND LOAD CALCULATIONS AND DE516N CRITERIA ARE BASED ON AN IIENCL�a5jr=Dll STRUCTURE. b. TRUSSES, GIRDERS, AND BEAM TIE DOUkI
ANY BREACH OR PENETRATION OF: OPENINGS, SUCH A5 WINDOWS, DOORS, GARAGE DOORS, ETC. ANY QUESTION A$ To THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP, OR CLIP 2 fl-21-1��4 WzT, GHAR7 MOP. 4 GEN. F�EV'3
DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. SHOULD BE VERIFIED BY STRUCTURAL ENGINEER ENGINEERING DESIGN, INC. EDI-1
loo MP.H. WIND LOAD REQ. P.OBOX 52061BE7
2.ALL DOORS AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS 5p;fECIFICATION6. 1. ALL WINDOWS AND 1:)ooR5 To COMPLY WITH S.B.G.r 5B.C. SE C. 1205 4 8ATJ0. 10 C33
3. ALL SHEAR WALLS MUST TRANSFER LOADS To FLOOR J015T5 OR FOUN:;)ATiON,
1 4 LONGWOOD, FLORIDA 32152-0695
4. DIAPHRAGM SYSTEMS MUST E73E ATTATCHED TO END WALLS AND/OR 51DE WALLS. re_-\ DWG N-/4-IE: IZ06
D. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS To BEARING WALLS. T_:V
E 7-00
TA9
PPLE
32
e TE 1FE
JOB NO, 134-XXX