Jasmine Street 1007 u
nt
m
LL_
u
1/i97" 055 ROOF DECK.NAIL 6" O.0 8
ON EDGES, 12" O.C. IN FIELD (LINO) 0
WITH 8d COMMONS. LLI
0
HDPTI W/(8)ed EA TRUSS HGPLL W/(8)3d • (3)10d
TRUSS TO Tri' PLATE WITH HDPTI W/ EXCEPTION: JACKS 7' LONG -ENGINEERS TOE NAILS EACH TFLW
(SEE "FIRST FLOOR gHEARWALLS" TPP4 W/00)&d AND 544ORTER MAY BE OF TRUSS OR ® O
��I I * 24" O.C.(MIN 2 (8)84. EXCEPTION. JACX6 7' LOWCt AND FASTENED TO TOP PLATE
l.0 TABLE TO RIGHT) R �E� SHORTER MAY BE FASTENED TO TOP PLATE �E�
WITH ONLY (3AOd TOE NAILS. W/ONLY (3110d TOE NAILS.
-1/16" 055 FASTENED TO FRAMING WITH 8d m
COMMONS AT 3" O.G. ON EDGE,6" O.G. IN FIELD. u
NO SYP HEAD f2 51ZE AND N1 113E U
OF PLIES PER FRAMIW.% PLAN W �D �2
GALLOUTS.
CRIPPLES AND CRIPPLES AND DOUBLI~ 2x4 Not 5YP TOP �
FIRST FLOOR SHEARWALLS KING STUD. QUANTITY PLATE.FASTENED W/(2)ROWS 104 W
DOUBLE STUD EACH PER CALLOUT ON KING STUD-QUANTITY �
END OF SHEARWALL DOUBLE STUD TO BOTTOM PLATE DOUL5E STUD PER GALLOUT ON LA O.C.OCSTAG10ci IN (LINO).MIN 24"
FRAMING PLAN. FRAMING PLAN. LAP WITH f 121104 IN LAP. �
60 BOTTOM PLATE TO SLAB TO SLAB (6)164 HETWEEN (6Abd 5ETWEEN TOP PLATE TO STUD WITH TPP4 � Z
5lll AND35/a BOLT AND KINGS ADJACENT CRIPPLES AND KIADJACENT N
NGS
I/2" BOLT W/ CRIPPLES O r
ALL CRIPPLES TO W/00)6d ON EVERY OTHER STUD CL
HEADER=
542 TPP4 W/12-Bd 3 N1JA° IER RTPGA816 W/(6116d 11
HEADER KING STUD MAY BERVE IN HEADER (BA6d
AS DOUBLE STUDS AT THEE SOF IN CRIPPLE. NOT1=. PROPERLY RATED OPEN `I/16" 058 OVER 2x4 SPF STUDS 4 nC!
AS DOU A LS WEB TRUS5 HEADER * 16" O.C.FASTEN 055 W/Sd � 11 1
MAY BE SUBSTITUTED 6" O.C_ ON EDGES, 12" O-C. IN FIEL
FOR HEADER SPECIFIED
M THESE PLANS. 2x4 SPF STUDS AT 16" O C. m
16" SECOND AND THIRD FLOOR SHEARWALLS ALL CRIPPLES TO O
BOTTOM PLATE
DOUBLE STUD TO BEAM OR W/TPP4 W/l1010d TPP4 WITH (10>8c! X
SU1" DOUBLE STUD BELOW INSTALLED AT -15 AND O
f3oTTOh'1 OF IgNGS STUDS
MIN 2x4 SII) (2)RTPGA836 W/(24)IrDd IS AGGEPfAl3LE ALTERNATE
P, ALL) To HARDWARE ON CRIPP4_E5. 1/2" ANCHOR BOLT OR WEDGE �
ANCHOR !MIN 6" EMBC~D)W/2"SC,1 � -a
NOTES-
1.
Ila" WASHER AT 48" O.C_ C V
1. 5/16" HARDI-PANEL 15 PERMITTED AS 5U55TITUTION FOR l/16" 035 r
ON EXTERIOR WALLS ONLY IF NOTED CSN THE FRAMING PLAN. 2x4 NO2 5YP PT BOTTOM PLATE 1x4 TO SYP E BOTTOM PLATE
2. OPENINGS IN 5HEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE BOTTOM PLATE TO STUD Wf":? BOTTOM PLATER STUD R STUD
FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW W/(10)$d ON EVERY OTHER STUD Irl" ANCHOR BOLT (MIN 16" EMBED)W/ " 50 x W/(10184 ON EVERY OTHER STUD Z�
OPENINGS. 1/8" WASHER * 46" O.G. OR FA53 W/ (6)I d * N
CP
3. 5GP3 SPECIFIED FOR SWi MAY BE 5Uf3STITUTED WIT" FTP28 W/24-164. FOOTING C E TYPICAL 24" O.C.
FOOTING (SEE TYPICAL
4- 1/2" ANCHOR BOLT MAY BE SU55TITUTIEp WITH 1/2" WALL SECTION) �� a � 4tl
LD D DRILLED AND EPDXIED ALL-THREAD 11 FINISH '' 4" 4' Z o c
WALL SECTION) GRADE / / / o y rn
u • C F O
PER TABLE 5. ANCHOR BOLTS AND ALL-THREAD MITN 6 EMBEDMENT DEPT" 8 MIN '� `l n • ' . i r �t
' ' 1 \ u� c v�9 o d
6x6 - WIIAXWIA WWF Y+ 0
T1' !GAL HEADER F AMINO DETAIL / / 4_ a�
\ t WATERPROOF BARRIER lU G c ° -6 9.F' ''
/Y U•- O
NG TO BEAR ON Z [ W a a ro °J o
FOOTI
SHEARWAL AS5EMi3LY DETAIL
FIRM uNDISTURSED gDIL ° " ` U
w -9-0, Q O v
NOTES_MASONRY STEMWALL. MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL a O,. c D�b 0" °
SCHEDULED B07-CCf•1 PLATE ANCHOR (FA63, ANCHOR BOLT, OR WEDGE ANCHOR) d ,, o w
WITHIN 12" OF BEARING WALL END5 AND WITHIN 12" OF DOOR OPENINGS IN BEARING o x o v c
WALLS. SEE TYPIGA►-. CCNCRI=TE CIEGTIONS FOR REINFORCING AND DIMEN51ON5 AND (X o m o a n 'o
FOOTINGS. O °C vud c° �
42 tL
1/2" DIA. ANCHOR 50LT M 1AY 13E 6Ui3.3TITUTED WITH Irl" DIA_ ALL-TIREAD DRILLED o 0 u'U -v t
AND EPDXIED " x E Q%
COC OUO CnTYPICAIL WALL SECTION t-0 , o A (C u
() u dyr-•- ~Y 5 C v c o
(j- voUxVu�mE �2o
CL"D c� ' y
O * CL ��-*-C ° E °
Li
O SHEET' NO.: S T — 2
IL
Structural
Details
z
>-- JOB No.: BE080900
TRUSS TO STUD GROUP WITH FASTENED 035 TO FRAMING
RTPGA636T W/(24)10d * 3" Or- ON EDGE, 6" O.0 2x4 5YP OUTRIGGER
IN FIELD WITH ad AT 24" ON CENTER
CLIP TO GABLE TOP O Hum B e S t C o n
BLOCK SHEETING CHORD WITH SEMCO
HGPLL WI(B)ad.
EXTRA STUD GROUP EDGE5 WITHIN 4'
v
LOT No.: 4- 18 )
CENTERED UNDER 1/1h" 05B OF GABLE TRUSS N
TRUSS INDICATED ON
02 3Y
FOUNDATION AND PBLAtlantic
FRAMING PLAN.NO. TOP PL 9 15E 81D 50 OND TOP, Q SUBDIMON:
OF 5TU05 EQUAL TO
ND. OF PLIES IN TRUSS BLOCK BETWEEN * 8" GNU (TYP) Beach
!MIN 2 STUDS). USE OUTLOOKEi� C�IVCRTE NOTES 6x6-WI.4 x WI.4 WWF
SPF STUDS.FASTEN -- X
ADJACENT STUDS TO GABLE TOP 1 r�
CHORD I_ Concrete compressive strength for footings+ 2,500 4" � FIAOR PLAN: 1 �1 3 C
EACH OTHER WITH 124 psi at 2$ days (LINO). �r ca
„ SPF 2. Concrete compressive atrerlgth for aids 200 paf �\
ca
AT 8 O.C. \ r
TUD L-BRACE ON
16" DG at ys da . 0
SPECIFIED 6Y TRIUSS 3. All11 reinforcing
steel r3 and bigger shall be ASTM � 111 DI'�IRNI;D'
WVC
GABLE VERT5 AS
MANUFACTURER A615 grade 40 deformed bare (UNo)
4.All reinforcing steel shall have 90 degree bend at FINISH �7
corners with a 75" lap_ GRADE O REVIEIfED: WVC
5. Fibermesh le an acceptable alternative and shall not / CAST-IN-PLACE Ul
require WU,F. ' / CONCRETE FOOTING Q DAT!;
I/2" ANCHOR BOLT GABLE TRUSS 6.Masonry atemwall and monolithic foot(ng are /� \ �� / '� FT5-
1/2" N x 1/8" WASHER interchangeable. (21'5 OR 13)64 C10NTINUOUB x24 WIDE
EN510N5 TO ISE 12" DEEP Z RI�VISIDNS
EACH STUD IN BTU❑ ADJACENT TO STUD '1_ Earth fill supporting slabs on grade shall ba Free 0 xTO WIDE TIO 5 IN 3
TO BOTTOM of organic material and cohesive nolle_ Compact the STORY P>)=CTIONS
GROUP GROUP IN ADDITION
PLATE WITH TPP4 TO TYPICAL BOTTOM CLIP ) ND fill in 12" lifts to at least 95% of Modified Proctor 6" OPT. EXTENSION FOOTING TO BEAR ON f=
W/C121Pd OF LATERAL Maximum pry Density. IN BRIGIK LOCATIONS
PLATE ANCHORAGE FIRM UNDISTURBED 501E
NQ2 � SRAcE TO 8. 5temwalle over 4 courses tall require special ON FND FLAN U
YP BD GABLE BOT attention to braclr>g during construction. Contact 0
A� GABLE WITH engineer of record if this condition exists.
PL 9. To control cracking In the slab,cut i" deep saw CMU STEMLUALL SECTION 2
(2) SEMCO cuts in a l0' x 10' grld throughout the slab within 12 ASCE 7-88 120 1dPI1 WIND
HGPLL W/(S) hours of concrete placement. — N
10. Do not scale footing dimensions and locations
from the Foundation Plan. Do not determine footing
CONCRETE FOOTING (SEE FOUNDATION
location From architectural piens or Framing Pian. If
Footing size or location ie not determinate from use (2)64 GONTINUOU3
of Foundation Plan alone, contact the engineer of
L
GABLE BOT record.
OT I/2" ANCHOR BOLT MAY 5! SUBSTITUTED 2x4x8' 5YP LATERAL STRAP GA5LE TRU55 CHORD ' 1
WIT" 1r2" DRILLED AND EPDXIED ALL- BRACE * 48".(2)16d TO STUD WALL WITH �- �-- a - 4" V
THREAD.
THROUGH BRACE INTO RTPGAB12 WITH (8) / \ \ \\ 'a• \ •\ a° X
EAG1-I TRUSS BOT CHORD 104 A7 48" O.C. �\ � � � X
}-!IGH OINT OA CONNECTION TAI w
WATERPROOF BARRIER 6x6-WI.4 x WI.4 Wu1F � �V
3
904 241 --5200
CxABLE END BRACING DETAIL
BEARING WALL FOOTING SEGTION 3 v IFI
TA E
1661 54— Corfu.. TrLodo�y Y/m 1:10 F% 911-8A.11 -
V
LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE i
AS MAIN WIND FORCE RESISTING ELEMENTS. THE
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE IMPOSED WIND m
LOADS IN ALL SEGMENTS EXCEPT WHERE INDICATED
BY A SHEARWALL CALLOUT.
U
(2)2x10-I/2 (2)1x6-I/2 LLI
T IC 3 LLI
I:
(2)2x8-2/2 Q
n ]
� Q�r
MWF-FRS WIND
cn
2,381 POUNDS b-)
(2)1x6-1/2 Q V
lL
ILI
Z
U
(2)1x6-1/2 �[
01
C1a
(2)1x6-1/2 w
J
(2)1x6-I/2 -1
} LLI
(n
(2)1x6-1/2
a�
(,D
e2)2x&-I121j
x
MI.LFR5 WIND T I 3 Q ~�
530h POLNDS
0
r
O
Z yv3 � c -3
(n 41-0
Framing s
cop moo
c� t, Z C O 2 O•()•d •tD
�
C
C W a p,C O y 0
:3O ` O ..,..A O p o
00
m L C
•O Ort+ C j.�+� 6.
O
ILI �,� �-5o-0 w-0
�x C
Z ox ,, � oma•- �
o
oC
Z
U I u r� C d V avis C N
012 V11 .0
O C O C C " P•� C C U
IBJ- C�� d C w O ]'' C C (!1 C
N N y F._ U Q' C 2
0.Z N O = W Lv L H 1` N O
a0�'� C � y
` vv °' deo
tu
r ".0 N�.S rt• 0 O r+7!tz'v u
NOTES:
23'-4" 1. FOR STRUCTURAL DETAILS, SEE
APEX TECHNOLOGY DETAIL SHEETS O SHEET NO.:
2.IF HEADER NOT SPECIFIED,
`J
- - - - - - - - - - - - - — - - - - - - - � r - - � - - - _ - - , - - --- - - - - --- -
- � — `� CONTACT ENGINEER OF RECORD ¢( ruC�tura
r I — _ - - - ___. — - - - --- - - -- - - - - -- - - - - - - - - - - - _._. - — _. ..__ - - - - _.._ _ - - - - i � �. ® INTI=RIORBEARINGUJALL PlansJr����V �
' 2 I I �t 4. 12' PLATE HEIGHT FRAMED WITH 2x6 0,\G p Q
I ST- I I SPF STUDS s 16" OC (LINO) P��•��' u� JOB NO.: BEd 8 0 9[]
J i I — — — — — 5• n' PLATT= HEIGHT FRAMED WITH 2 y
,4 �I SPF S1UDS's 12" OC (UNO) G\ a�' �� U
liT1DER DOOR BUILDER B e s t C o rl
I
STRUCTURAL KEYNOTES: (�
8"x8" DEEP THICKENED EDGE Q
1M No.: 4-- 18)
2 I I I 9 Q W/(1)'4 CONT
sT-
— — — - - I I ► - z Atlantic
I I I 12" DEEP FTG W/04 s 12" V p SUBDIVISION:
m - — — J f — — — — — — — -- — - J s I I I Q HW UNDER BOX COLUMN C �o'P��tIF�BcCH u Beach
`4 �� 16"SQK12" DEEP FTG W/ 13U11- O
/ I I x
QC (3r4 EW 9 2000 u1 FLOOR ALAN: 1213 C
2 I I e D TRU55 TO HEADER, NQV
ST
-2 I Q RTPGA824T WK20)10d �- X DESIGNED: W V C
ML2 I I TRUSS TO HEADER � --
iy Q (2)RTPGA824T W/(14)10d l �7�
QTRU85 TO HEADER L V
(2)RTPGA824T W/(22JIOd LLI REVISIONS DATE
I I
ST-
J — 24 5Qx20 DEEP FTG W/ ry _
I L -- - - - - - - — — - I 0 (3,)04 EW
- - - - - - - - - - - 2 I 2
F
— — 0 J ST- '� ST- ST- I 30"5Qx20" DEEP FTG W/
�J Lr - - - - � — — _ - - _ - - - a I NQ l4)'4EW fir, z
I _ I � - - - —
IN
I — _ — _ _ _ _ — 36 562x20 DEEP FTG W/ } t'ltlllitlt; ase each ASCE 7--98 120 IIAH WIND
- - -- - - _ - - I I I I W*4EW Ist�ln+ i1 Incl Zonlr�9 �
m I L — �' J I 46"_04X24" DEEP FTG W/ U
Q (5)04 EW, T415 Il
- - - T <1
Q1/2" ALL-THREAD DRILLED
4 EPDXIED W/2" SQUARE -
2,y�„ 12'-4" g'-g" Ib'-4" WASHER MIN. 6" EMBEDMENT
REQUIRED s EACH END
18'-8 3S'-31" OF OPENING
ZALA
U
LEGEND 2 ,1 1 -5200
Foundation Pian (2)2x6-1/2 - HEADER/BEAM GALL-OUT V`# �t
NUMBER OF KIN-: STUDS EACH SIDE OF OPENING Lu tI " QJA
NUMBER OF JACK STUDS EACH SIDE OF OPENING d
SIZE OF HEADER MATERIAL (NO. 2 SYP) 1�
NUMBER OF PLIES IN HEADER
O - 5PECIAL UPLIFT CONNECTION CALL-OUT. 5EE DETAIL:
CORRI5PON0ING TO NUMBER
50 - SHEARWAL.L SEGMENT - PROVISIONS OF 544EARWALL ASSEMBLY
DETAIL GOVERN.
�l�+++�+A•�P4 7ti�dop 0/ZO/W 1:1d PM 1R13Cdu�
DATE:
512-1100
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r--L-T--L--T- I L
-T------ 17
0 M
__j
REAK Lf-fT ELEVATION5 PAGE
BUILD 5ET 5CALE : 114" - I MOT 7
DATE:
812-1100
CID
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Lt-L --L-.1 I I I
fRONT RIGHT ELEVATION5 PAGE
BUILD 5ET 5CALE : 114" 1 FOOT
D AT E:
8/27/00
C)
F)
L
U)
L- -.11
KITCHEN
(Celfirlq 51ope'd from M N
5'to I(Y)
c
GARA�GE
WF
(61 flat ceilinj)
LIVING
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UTLET5 C N PLANT Sti --------
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Cl� CD
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Q)
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MA5FF-R E3ATh cellifici)
-3) -_.__2u LIVING AREA
(v fiat cellin,
1 190 56t ft
#mom
CD
0
—j
PAGE
f I K5T f LOOK ELECTRI CAL
BUILD 5ET S+. 5CALE : 114" 1 MOT 5
DATE:
8/27/00
cf)
LIVING 0
(ceil ncj 51oped from 8' to KITCHEN n
(Cedinq 5loped from
GAUSE!
%
fbit.ceilinq) M
LIVING PLANT,5hl!LF -TOF Of_--
CL05-7 @ 84" AFF
b >
IF 0 0 0
PLANT51-1F -TOF OF
CLOSET 84' Aff
_77.
J
10, f lat --I
111k,
CLO' F-T
'llin ATh <
C,� cj) F_ flat celhr),�)
cc- E3
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MASTER BDRM M.DKOOM
05'Flat cedirici) (6flat ecilinq) A L.-,----7-
_j
PORCH
I�M kar p E3
I ATH ','Yceilmrj)
'flat LIVING AREA
ceilin.
J
1 190 541 ft
ROOf PITCH 15 G: 12
ALL INTERIOR PITCHE5 TO
DE MAXIMIZE�D
CD
0
PAGE
ROOf PLAN
BUILD 5ET 5CALE : 3/ 1 Gil I fOOT4
DATE:
8/27/00
57' --
121 3'6 191G u
221 –—------------
3,G
102
FF--
3050 G.5015
I
W-�00
ac,F,.01—v Is
LIVING
Tj
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101) (C�nlltiq 510rccl f,om
03
6'Lo I CY) C)
4-N
RO 0
GARAGE
u C)
(6 flat ceilin6j)
PLANTSMELF - TO!" Of
LIVING --- L�I
OL05ET @ 84" AFF
PLANT 5HFLF -TCF
CLOSr-,T @ 84" AFF 0, Flat Ceilin6j 2 8G5
Irl 2'6 64 31G 119 41
d3
14'5 1/2 212
21 U
28G� 65 112 1'9 J�� 4'G 315 112 1 10 112_
2 C,8 0, flat
25 8
G ilinq 314 3'G 4'
0
v GL05ET
r
BATH CID
C (6 flat Ceifim3)
BEDROOM
(Catheciral Cciljnc3)
V
BEDROOM
MA5TER BDRM OQ
c)
c\j
<1 fn 1 4020
oi qr PC Rcl-
Lj (8 Celli 1cj)
BATH
MA5T1!K EA
L
J L. . ...
LIVING AP
50 1 190 5cl ft
0
L
ROOf PITCH 15 G� 12
ALL INTERIOR PITCHES) TO 7'10 2'1 )12 21 ZG
M MAXIMQED 51-8 9'1 1 112 t 2'4 514 112 10,10
4'C,
I G'4
55"--.—
PAGE
f LOOK PLAN
BUILD 5ET JcAs m n, 5CALE - - 1 /411 1 MOT 3
DATE:
(5/27/00
20'
571 to
34' 23'
7--7--
7
0
Lo
(\j
QM
A U
<
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(4" LOWER.)
Zbi
245 5 5q ft >
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CQ
PORCH
(4"
LOWER)
25 ft
SLAB AREA
1455, 1 ft
04 513 2'3 /2 102 1/2
f---0UNDATK')N PLAN PAGE
BUILD 5 E S4. "3CALl--.--- : 1 /4" 1 FOOT 2
�a5cmne-
K
�
�
---------- --------- -------
U
u
nt
m
LL_
u
1/i97" 055 ROOF DECK.NAIL 6" O.0 8
ON EDGES, 12" O.C. IN FIELD (LINO) 0
WITH 8d COMMONS. LLI
0
HDPTI W/(8)ed EA TRUSS HGPLL W/(8)3d • (3)10d
TRUSS TO Tri' PLATE WITH HDPTI W/ EXCEPTION: JACKS 7' LONG -ENGINEERS TOE NAILS EACH TFLW
(SEE "FIRST FLOOR gHEARWALLS" TPP4 W/00)&d AND 544ORTER MAY BE OF TRUSS OR ® O
��I I * 24" O.C.(MIN 2 (8)84. EXCEPTION. JACX6 7' LOWCt AND FASTENED TO TOP PLATE
l.0 TABLE TO RIGHT) R �E� SHORTER MAY BE FASTENED TO TOP PLATE �E�
WITH ONLY (3AOd TOE NAILS. W/ONLY (3110d TOE NAILS.
-1/16" 055 FASTENED TO FRAMING WITH 8d m
COMMONS AT 3" O.G. ON EDGE,6" O.G. IN FIELD. u
NO SYP HEAD f2 51ZE AND N1 113E U
OF PLIES PER FRAMIW.% PLAN W �D �2
GALLOUTS.
CRIPPLES AND CRIPPLES AND DOUBLI~ 2x4 Not 5YP TOP �
FIRST FLOOR SHEARWALLS KING STUD. QUANTITY PLATE.FASTENED W/(2)ROWS 104 W
DOUBLE STUD EACH PER CALLOUT ON KING STUD-QUANTITY �
END OF SHEARWALL DOUBLE STUD TO BOTTOM PLATE DOUL5E STUD PER GALLOUT ON LA O.C.OCSTAG10ci IN (LINO).MIN 24"
FRAMING PLAN. FRAMING PLAN. LAP WITH f 121104 IN LAP. �
60 BOTTOM PLATE TO SLAB TO SLAB (6)164 HETWEEN (6Abd 5ETWEEN TOP PLATE TO STUD WITH TPP4 � Z
5lll AND35/a BOLT AND KINGS ADJACENT CRIPPLES AND KIADJACENT N
NGS
I/2" BOLT W/ CRIPPLES O r
ALL CRIPPLES TO W/00)6d ON EVERY OTHER STUD CL
HEADER=
542 TPP4 W/12-Bd 3 N1JA° IER RTPGA816 W/(6116d 11
HEADER KING STUD MAY BERVE IN HEADER (BA6d
AS DOUBLE STUDS AT THEE SOF IN CRIPPLE. NOT1=. PROPERLY RATED OPEN `I/16" 058 OVER 2x4 SPF STUDS 4 nC!
AS DOU A LS WEB TRUS5 HEADER * 16" O.C.FASTEN 055 W/Sd � 11 1
MAY BE SUBSTITUTED 6" O.C_ ON EDGES, 12" O-C. IN FIEL
FOR HEADER SPECIFIED
M THESE PLANS. 2x4 SPF STUDS AT 16" O C. m
16" SECOND AND THIRD FLOOR SHEARWALLS ALL CRIPPLES TO O
BOTTOM PLATE
DOUBLE STUD TO BEAM OR W/TPP4 W/l1010d TPP4 WITH (10>8c! X
SU1" DOUBLE STUD BELOW INSTALLED AT -15 AND O
f3oTTOh'1 OF IgNGS STUDS
MIN 2x4 SII) (2)RTPGA836 W/(24)IrDd IS AGGEPfAl3LE ALTERNATE
P, ALL) To HARDWARE ON CRIPP4_E5. 1/2" ANCHOR BOLT OR WEDGE �
ANCHOR !MIN 6" EMBC~D)W/2"SC,1 � -a
NOTES-
1.
Ila" WASHER AT 48" O.C_ C V
1. 5/16" HARDI-PANEL 15 PERMITTED AS 5U55TITUTION FOR l/16" 035 r
ON EXTERIOR WALLS ONLY IF NOTED CSN THE FRAMING PLAN. 2x4 NO2 5YP PT BOTTOM PLATE 1x4 TO SYP E BOTTOM PLATE
2. OPENINGS IN 5HEARWALL SEGMENTS PERMITTED ONLY IF SHOWN ON THE BOTTOM PLATE TO STUD Wf":? BOTTOM PLATER STUD R STUD
FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ABOVE AND BELOW W/(10)$d ON EVERY OTHER STUD Irl" ANCHOR BOLT (MIN 16" EMBED)W/ " 50 x W/(10184 ON EVERY OTHER STUD Z�
OPENINGS. 1/8" WASHER * 46" O.G. OR FA53 W/ (6)I d * N
CP
3. 5GP3 SPECIFIED FOR SWi MAY BE 5Uf3STITUTED WIT" FTP28 W/24-164. FOOTING C E TYPICAL 24" O.C.
FOOTING (SEE TYPICAL
4- 1/2" ANCHOR BOLT MAY BE SU55TITUTIEp WITH 1/2" WALL SECTION) �� a � 4tl
LD D DRILLED AND EPDXIED ALL-THREAD 11 FINISH '' 4" 4' Z o c
WALL SECTION) GRADE / / / o y rn
u • C F O
PER TABLE 5. ANCHOR BOLTS AND ALL-THREAD MITN 6 EMBEDMENT DEPT" 8 MIN '� `l n • ' . i r �t
' ' 1 \ u� c v�9 o d
6x6 - WIIAXWIA WWF Y+ 0
T1' !GAL HEADER F AMINO DETAIL / / 4_ a�
\ t WATERPROOF BARRIER lU G c ° -6 9.F' ''
/Y U•- O
NG TO BEAR ON Z [ W a a ro °J o
FOOTI
SHEARWAL AS5EMi3LY DETAIL
FIRM uNDISTURSED gDIL ° " ` U
w -9-0, Q O v
NOTES_MASONRY STEMWALL. MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL a O,. c D�b 0" °
SCHEDULED B07-CCf•1 PLATE ANCHOR (FA63, ANCHOR BOLT, OR WEDGE ANCHOR) d ,, o w
WITHIN 12" OF BEARING WALL END5 AND WITHIN 12" OF DOOR OPENINGS IN BEARING o x o v c
WALLS. SEE TYPIGA►-. CCNCRI=TE CIEGTIONS FOR REINFORCING AND DIMEN51ON5 AND (X o m o a n 'o
FOOTINGS. O °C vud c° �
42 tL
1/2" DIA. ANCHOR 50LT M 1AY 13E 6Ui3.3TITUTED WITH Irl" DIA_ ALL-TIREAD DRILLED o 0 u'U -v t
AND EPDXIED " x E Q%
COC OUO CnTYPICAIL WALL SECTION t-0 , o A (C u
() u dyr-•- ~Y 5 C v c o
(j- voUxVu�mE �2o
CL"D c� ' y
O * CL ��-*-C ° E °
Li
O SHEET' NO.: S T — 2
IL
Structural
Details
z
>-- JOB No.: BE080900
TRUSS TO STUD GROUP WITH FASTENED 035 TO FRAMING
RTPGA636T W/(24)10d * 3" Or- ON EDGE, 6" O.0 2x4 5YP OUTRIGGER
IN FIELD WITH ad AT 24" ON CENTER
CLIP TO GABLE TOP O Hum B e S t C o n
BLOCK SHEETING CHORD WITH SEMCO
HGPLL WI(B)ad.
EXTRA STUD GROUP EDGE5 WITHIN 4'
v
LOT No.: 4- 18 )
CENTERED UNDER 1/1h" 05B OF GABLE TRUSS N
TRUSS INDICATED ON
02 3Y
FOUNDATION AND PBLAtlantic
FRAMING PLAN.NO. TOP PL 9 15E 81D 50 OND TOP, Q SUBDIMON:
OF 5TU05 EQUAL TO
ND. OF PLIES IN TRUSS BLOCK BETWEEN * 8" GNU (TYP) Beach
!MIN 2 STUDS). USE OUTLOOKEi� C�IVCRTE NOTES 6x6-WI.4 x WI.4 WWF
SPF STUDS.FASTEN -- X
ADJACENT STUDS TO GABLE TOP 1 r�
CHORD I_ Concrete compressive strength for footings+ 2,500 4" � FIAOR PLAN: 1 �1 3 C
EACH OTHER WITH 124 psi at 2$ days (LINO). �r ca
„ SPF 2. Concrete compressive atrerlgth for aids 200 paf �\
ca
AT 8 O.C. \ r
TUD L-BRACE ON
16" DG at ys da . 0
SPECIFIED 6Y TRIUSS 3. All11 reinforcing
steel r3 and bigger shall be ASTM � 111 DI'�IRNI;D'
WVC
GABLE VERT5 AS
MANUFACTURER A615 grade 40 deformed bare (UNo)
4.All reinforcing steel shall have 90 degree bend at FINISH �7
corners with a 75" lap_ GRADE O REVIEIfED: WVC
5. Fibermesh le an acceptable alternative and shall not / CAST-IN-PLACE Ul
require WU,F. ' / CONCRETE FOOTING Q DAT!;
I/2" ANCHOR BOLT GABLE TRUSS 6.Masonry atemwall and monolithic foot(ng are /� \ �� / '� FT5-
1/2" N x 1/8" WASHER interchangeable. (21'5 OR 13)64 C10NTINUOUB x24 WIDE
EN510N5 TO ISE 12" DEEP Z RI�VISIDNS
EACH STUD IN BTU❑ ADJACENT TO STUD '1_ Earth fill supporting slabs on grade shall ba Free 0 xTO WIDE TIO 5 IN 3
TO BOTTOM of organic material and cohesive nolle_ Compact the STORY P>)=CTIONS
GROUP GROUP IN ADDITION
PLATE WITH TPP4 TO TYPICAL BOTTOM CLIP ) ND fill in 12" lifts to at least 95% of Modified Proctor 6" OPT. EXTENSION FOOTING TO BEAR ON f=
W/C121Pd OF LATERAL Maximum pry Density. IN BRIGIK LOCATIONS
PLATE ANCHORAGE FIRM UNDISTURBED 501E
NQ2 � SRAcE TO 8. 5temwalle over 4 courses tall require special ON FND FLAN U
YP BD GABLE BOT attention to braclr>g during construction. Contact 0
A� GABLE WITH engineer of record if this condition exists.
PL 9. To control cracking In the slab,cut i" deep saw CMU STEMLUALL SECTION 2
(2) SEMCO cuts in a l0' x 10' grld throughout the slab within 12 ASCE 7-88 120 1dPI1 WIND
HGPLL W/(S) hours of concrete placement. — N
10. Do not scale footing dimensions and locations
from the Foundation Plan. Do not determine footing
CONCRETE FOOTING (SEE FOUNDATION
location From architectural piens or Framing Pian. If
Footing size or location ie not determinate from use (2)64 GONTINUOU3
of Foundation Plan alone, contact the engineer of
L
GABLE BOT record.
OT I/2" ANCHOR BOLT MAY 5! SUBSTITUTED 2x4x8' 5YP LATERAL STRAP GA5LE TRU55 CHORD ' 1
WIT" 1r2" DRILLED AND EPDXIED ALL- BRACE * 48".(2)16d TO STUD WALL WITH �- �-- a - 4" V
THREAD.
THROUGH BRACE INTO RTPGAB12 WITH (8) / \ \ \\ 'a• \ •\ a° X
EAG1-I TRUSS BOT CHORD 104 A7 48" O.C. �\ � � � X
}-!IGH OINT OA CONNECTION TAI w
WATERPROOF BARRIER 6x6-WI.4 x WI.4 Wu1F � �V
3
904 241 --5200
CxABLE END BRACING DETAIL
BEARING WALL FOOTING SEGTION 3 v IFI
TA E
1661 54— Corfu.. TrLodo�y Y/m 1:10 F% 911-8A.11 -
V
LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE i
AS MAIN WIND FORCE RESISTING ELEMENTS. THE
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE IMPOSED WIND m
LOADS IN ALL SEGMENTS EXCEPT WHERE INDICATED
BY A SHEARWALL CALLOUT.
U
(2)2x10-I/2 (2)1x6-I/2 LLI
T IC 3 LLI
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(2)2x8-2/2 Q
n ]
� Q�r
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2,381 POUNDS b-)
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cop moo
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O C O C C " P•� C C U
IBJ- C�� d C w O ]'' C C (!1 C
N N y F._ U Q' C 2
0.Z N O = W Lv L H 1` N O
a0�'� C � y
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tu
r ".0 N�.S rt• 0 O r+7!tz'v u
NOTES:
23'-4" 1. FOR STRUCTURAL DETAILS, SEE
APEX TECHNOLOGY DETAIL SHEETS O SHEET NO.:
2.IF HEADER NOT SPECIFIED,
`J
- - - - - - - - - - - - - — - - - - - - - � r - - � - - - _ - - , - - --- - - - - --- -
- � — `� CONTACT ENGINEER OF RECORD ¢( ruC�tura
r I — _ - - - ___. — - - - --- - - -- - - - - -- - - - - - - - - - - - _._. - — _. ..__ - - - - _.._ _ - - - - i � �. ® INTI=RIORBEARINGUJALL PlansJr����V �
' 2 I I �t 4. 12' PLATE HEIGHT FRAMED WITH 2x6 0,\G p Q
I ST- I I SPF STUDS s 16" OC (LINO) P��•��' u� JOB NO.: BEd 8 0 9[]
J i I — — — — — 5• n' PLATT= HEIGHT FRAMED WITH 2 y
,4 �I SPF S1UDS's 12" OC (UNO) G\ a�' �� U
liT1DER DOOR BUILDER B e s t C o rl
I
STRUCTURAL KEYNOTES: (�
8"x8" DEEP THICKENED EDGE Q
1M No.: 4-- 18)
2 I I I 9 Q W/(1)'4 CONT
sT-
— — — - - I I ► - z Atlantic
I I I 12" DEEP FTG W/04 s 12" V p SUBDIVISION:
m - — — J f — — — — — — — -- — - J s I I I Q HW UNDER BOX COLUMN C �o'P��tIF�BcCH u Beach
`4 �� 16"SQK12" DEEP FTG W/ 13U11- O
/ I I x
QC (3r4 EW 9 2000 u1 FLOOR ALAN: 1213 C
2 I I e D TRU55 TO HEADER, NQV
ST
-2 I Q RTPGA824T WK20)10d �- X DESIGNED: W V C
ML2 I I TRUSS TO HEADER � --
iy Q (2)RTPGA824T W/(14)10d l �7�
QTRU85 TO HEADER L V
(2)RTPGA824T W/(22JIOd LLI REVISIONS DATE
I I
ST-
J — 24 5Qx20 DEEP FTG W/ ry _
I L -- - - - - - - — — - I 0 (3,)04 EW
- - - - - - - - - - - 2 I 2
F
— — 0 J ST- '� ST- ST- I 30"5Qx20" DEEP FTG W/
�J Lr - - - - � — — _ - - _ - - - a I NQ l4)'4EW fir, z
I _ I � - - - —
IN
I — _ — _ _ _ _ — 36 562x20 DEEP FTG W/ } t'ltlllitlt; ase each ASCE 7--98 120 IIAH WIND
- - -- - - _ - - I I I I W*4EW Ist�ln+ i1 Incl Zonlr�9 �
m I L — �' J I 46"_04X24" DEEP FTG W/ U
Q (5)04 EW, T415 Il
- - - T <1
Q1/2" ALL-THREAD DRILLED
4 EPDXIED W/2" SQUARE -
2,y�„ 12'-4" g'-g" Ib'-4" WASHER MIN. 6" EMBEDMENT
REQUIRED s EACH END
18'-8 3S'-31" OF OPENING
ZALA
U
LEGEND 2 ,1 1 -5200
Foundation Pian (2)2x6-1/2 - HEADER/BEAM GALL-OUT V`# �t
NUMBER OF KIN-: STUDS EACH SIDE OF OPENING Lu tI " QJA
NUMBER OF JACK STUDS EACH SIDE OF OPENING d
SIZE OF HEADER MATERIAL (NO. 2 SYP) 1�
NUMBER OF PLIES IN HEADER
O - 5PECIAL UPLIFT CONNECTION CALL-OUT. 5EE DETAIL:
CORRI5PON0ING TO NUMBER
50 - SHEARWAL.L SEGMENT - PROVISIONS OF 544EARWALL ASSEMBLY
DETAIL GOVERN.
�l�+++�+A•�P4 7ti�dop 0/ZO/W 1:1d PM 1R13Cdu�
DATE:
512-1100
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REAK Lf-fT ELEVATION5 PAGE
BUILD 5ET 5CALE : 114" - I MOT 7
DATE:
812-1100
CID
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fRONT RIGHT ELEVATION5 PAGE
BUILD 5ET 5CALE : 114" 1 FOOT
D AT E:
8/27/00
C)
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KITCHEN
(Celfirlq 51ope'd from M N
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PAGE
f I K5T f LOOK ELECTRI CAL
BUILD 5ET S+. 5CALE : 114" 1 MOT 5
DATE:
8/27/00
cf)
LIVING 0
(ceil ncj 51oped from 8' to KITCHEN n
(Cedinq 5loped from
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I�M kar p E3
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'flat LIVING AREA
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J
1 190 541 ft
ROOf PITCH 15 G: 12
ALL INTERIOR PITCHE5 TO
DE MAXIMIZE�D
CD
0
PAGE
ROOf PLAN
BUILD 5ET 5CALE : 3/ 1 Gil I fOOT4
DATE:
8/27/00
57' --
121 3'6 191G u
221 –—------------
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ROOf PITCH 15 G� 12
ALL INTERIOR PITCHES) TO 7'10 2'1 )12 21 ZG
M MAXIMQED 51-8 9'1 1 112 t 2'4 514 112 10,10
4'C,
I G'4
55"--.—
PAGE
f LOOK PLAN
BUILD 5ET JcAs m n, 5CALE - - 1 /411 1 MOT 3
DATE:
(5/27/00
20'
571 to
34' 23'
7--7--
7
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SLAB AREA
1455, 1 ft
04 513 2'3 /2 102 1/2
f---0UNDATK')N PLAN PAGE
BUILD 5 E S4. "3CALl--.--- : 1 /4" 1 FOOT 2
�a5cmne-
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