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LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE
A5 MAIN WIND FORCE RE515TING ELEMENTS. THE
TYPICAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE li'1P05ED UJIND �
LOAD5 IN ALL SEGMENTS EXCEPT WHERE INDICATED N
BSI' A SHEARWALL CALLOUT.
a° Y Y
8" MIN � L�
a
\ \ �• �&x6-WIA x WIA UJI F
�2MIN
� \\I "•-" \ �'-a" 13'-4" 32'-m" I6'_mWATERPROOF BARRIER
�X\ L 4 ` (2104 CONT FOR b=12" UNDER I STORY WALL II'_8"
&" OPT. EXTENSION (3)04 CONT FOR b=16" UNDER 2 STORY WALL fel
IN BRICK LOCATIONS _ b (3)5 CONT FOR b-20" UNDER 3 STORY WALL
ON FIND PLAN — - - - - - - _ — _ _ _ — ._ _ - - 0 lI-1
2
MONOLITHIC FOOTING SECTION I I Ir L�
m
ST-
I I I �
01
I II ST- i I m Q^
< �
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5TEMWALL REINFOR�EMENT r14'-2'
UP TO 6 COURSES: 4 VERT. m 48 O.G. 8 CMU (TYP) I 5-0 14-2"
1 TO 10 COURSES: 04 VERT. 0 24" O.G.
II TO 12 COURSES: 04 VERT m 12" O.C. VERT. REINFORCEMENT TO HAVE 12" I IL
6
STEMWALL5 OVER COURSES TO HAVE BEND TOP AND 9 9
BEND BOTTOM I I
TRUSS TYPE HORIZ. JOINT REINF BETWEEN6xfP_WI.4 x W1.4 WUF — — I — —
—
EVERY OTHER COURSE. AU
IF-
1 —1 I 9/2&/00 9:00 AM CONCRETE-NOTES.dwg cn <1
�_D
FINISH S" MIN v I r — ^ 3— 9 J , L - - - -- - - - - - - - - - - _ - - - � � — _ _ CONCRETE NOTES
GRAD/ \�\ i — _ 1. Concrete compressive strength for footin e+ 2,500
O
GA5T-IN-PLACE FOOTIW5 SPED L — L I ST- — — — — — — I I r — — — — — -- — — — I st at 28 da s (uNo). g g
I-STORY: 8" x 16" W/(2) 04 CONT. 2 I 2 Concrete compressive strength for slab 2 00 psi
vJ
NOTE. 2�-STORY: 10" x 20" W/(3) "4 OR (2) "5
3-5TORY: 12" x 24" LU/(3)114 OR (2) 5 I = L — _ — J I I ST- I I I ST- I 1 at 28 day& (UNO). g p m C�
SPECIAL CARE SHOULD BE 1 I� J — — —_ — — — — 3. All reinforcingsteel 03 and bi er shall be ASTM
EXERCISED BY CONTRACTOR WHEN •'' I II 2 I I I I I 0 I I I I A615 grade 4 deformed bars ud0) r
BACK FILLING BEHIND A STEMWALL, \ , FOOTING TO BEAR ON I ST- — I I I (P I I I 4. All reinforcing steel shall have 50 degree bend at x CV
PARTICULARLY WHEN IT la OVER 6 FIRM UNDISTURBED SOIL II 1 I I I I 1 I corners with a 25" lap. O
COURSES HiGH. SHOULD THIS �_��JI
CONDITION EXIST, RECOMMENDATIONS 4" OPT. BRICK LEDGE NOTED ON FND PLAN � I I I 5.require 11F'1 is an acceptable alternative and shall not [Q
MAY BE OBTAINED FROM THE 9 1� 1 I 1 3 I I I 1
I gT_ I 1 Co. Masorrg sstemwall and monolithic footing are
ENGINEER OF RECORD. 13'_0" 5'_6" 1 1 1 1 I I_ — — — — — — — — — — — - — _ — — — — — ( e I I Interchangeable.
I 1. Earth F111 supporting slabs on rade shall be Free r
CMU STEMWALL SECTION 2 I 1a'-6" I I �'-�° 2'- " 13'-g" I _ _ _ — — — — — — — — — _ — _ _ — — — — — _ — I 2 I of organlc material and cohesive soils. Compact the ,
ST-i fill In 12" lifts to at least 95q of Modified Proctor r (D
2 I I I I M4x1mUm Dry Density.
ST 1 1 1 I 8. Stemwalls over 4 courses tall require special z '
I J I attentlon to bracing during construction. Contact u p c
1 1 I i 1 I a I I I engineer of record IF this condition exists. z u o
6' 2 I 5. To control crackle in the slab, cut I" de saw "' °i 0 0
1 I I i I I cuts in a 10' x 10' grld throughout the slab 12 _z c o u o o 0
I I I 1 1 I hours of concrete placement. o v a a G o 0 0
1 1 11 1 1 I I 1 I 10. Do not scale footing dimenslans and locations 0 0 ° w
1 from the Foundation Plan. Do not determine footing m z y
9 1 I 1 I I I I I _ I location From architectural plans or Framing Plan. If (X y r ° +'�2b 2 0
(2J'4 CONTINUOUS c, I 2 I I I 1 I I _ footing size or location is not determinate from use W °4
`^ I I -�- - - - -- - - - - -- - -- - - - - - -- - - - - --- -- - - - - --- I of Foundation Plan a lone, contact the engineer of I11 � rn� CD-0
record. Q° ° C
.. 110
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WATERPROOF BARRIER 6x6-WI.4 x WI.4 WUF 1 1 I L -� [ c
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BEARING WALL FOOTING SECTION 3 I I I I I. i=oR STRUCTURAL Y DETAIL
SH L �� �,� c
1 1 ST- I r — I 1 APEX TECHNOLOGY DETAIL SHEETS 0 a� 0� 0 E'c
L r e I rmT c =
C .—+• A N.—;p 0 M w-0 u
I I I1--al- I 2.IF HEADER NOT SPECIFIED, [
1 I I I p 2 I 2'-4' 4'-II"`r - 2'-a I CONTACT ENGINEER OF RECORD Q
I 2 I 1 1 I 1 in ST-I I I
3. � INTERIOR BEARING WALL O SW Np,: S T --- I
ST- I 1 L — J I r 4.
— L _77 12' PLATE HEIGHT FRAMED WITH 2x6 U
I - - - - - — - - - - - - � - - J 2— _ _ — - - - - Ij I I sT -1 8FIF STUDS 0 16" OC (UNO) q Structural
— -- — — — — ---- — — — — — — — -- — — — - — I 1 1 36" 3Q x 16" DEEP FTG 36" SQ x 16" DEEP FTG I I I I I I 5• Il' PLATE HEIGHT FRAMED WITH 2x4 0
3 W/(4)0 5 EACH WAY, TOP W/(4)•5 EACH WAY, TOP
SPF STUDS • I2C (LINO) Plans
MOIETTOM. DOWEL 6" AND 50TTOM6
4 IsDOWEL
0
" n
JOB Na.: CB 12 0 2 0 0
1 1 14'-0" I I 12'-m" i STRUCTURAL KEYNOTES,
" I I 8"x8" DEEP THICKENED EDGE
5 1/2" I 1 14" °vG2 x 2 DEEP I 14 5Q x 2 DEEP 1 I I - I A W/(1)"4 CONT U
1 RECE55 FOR STEEL 1 RECE55 FOR STEEL I I 1 I L BLU C a s tl e
/. / ! � '• .A-- >- `-
14" 8 _ 1 � alp PLATE. I
Bl;rs PLATE. I 1 I I 1
6x6 WIA x WIA'110F 12" DEEP FTG W/"4 m 12" y- _
I tt
WATERPROOF BARRIER-/ 6" 8" 4' I 1 I I gT_ — J — — J 1 1 1 i I Q EW UNDER BOX COLUMN WT No.: G l a d i o l a SL.
3)04 EW
0(b"SQxI DEEP FTG W/
-Ul
CURB STEP SECTION 4 I LT — - - - - _._._ _.-. _. _._ — - - - - - - - - - - - —
_ � J
_ 1 1 *- -
SUBDIVLSION:
I TRUSS TO HEADER, W
I RTPGA824T W/(20)10d
— — — � L u — Y___. _._ — — — — 1 X FwaR PLAii:432 3 5 7 3 3
ST- TRUSS TO HEADER W
._._.
_ — — — — --. - - - - _ _ _ _ _ _ � _ �_ � _ � _
— — — — --- -- — — — E (2)RTPCsA824T UJ/(14)10d (L
1 II I 24"3Qx2O" DEEP FTG W/ x DESIGNED: M G K
1 I _ — _ _ _ 1 I A (3)04 EW q
'4 W/5" BEND BOTTOM 60" O.G. I 1 15D 2 I 1 Q 30"5Qx20" DEEP FTG W/ WV C
I �
VARIES L � - - - - - — ___. — — — — — I 36"SQx20" DEEP FTG W/ W RVISIONS DATE
1 -- — I
r4r4 E
/f 12" MI %1 /\\ &x& W1.4 x WIA WWF 51'EW, T 5EEP FTGw�4
Uj
45
W/
19'-6" 25-0" 19'"�'"
\ ""\y'� L ' �• WATERPROOF BARRIER /� i/!" ALL-THREAD DRILLED z
6 OPT. EXTENSION b
/�\ t EPDXIED W/2" SQUARE W
IN BRICK LOCATIONS (21"4 CONT FOR b■12" UNDER I STORY WALL i3
ON FND PLAN (3)"4 CONT FOR b•I6" UNDER 2 STORY WALL " 64,-0" WASHER MIN. 6 EMBEDMENT O
2a'-(D REQUIRED * EACH END ASCE 7-98 130 MPH WiND
OF oPENING i
U
GARAGE EXT WALL CURD 5ECTION SECTIONTRUSS TO BOND BEAMW/SGP2 W/(IQ) IOd � <1IN LIEU OF BENT VERTICAL BARS,CONTRACTOR MAY
INSTALL 1/2'ANCHOR BOLTS WITH 12" EMBEDMENT AT — —
lU iz ANCHOR BOLT
48"OZ FOR BOTTOM PLATT=ANC44OIRA6E (MIN 6" EM5ED.) cI7
ATRU55 TO BOND BEAM
W/SGP3 W/(18) loot t
(1)fib" ANCHOR BOLT
(MIN 6" EMBED.) Q
6„ �ounc�atior� Plan
(2)14 CONTINUOUS
LEGEND1
904 241 ---5200
!2)2x&-I/2 - HEADER/BEAM GALL-OUT
NUMBER OF KING STUDS EACH SIDE OF OPENING LU •all
cA
&x& WI.4 x WI.4 WU.F r .
NUMEsER OF JACK STUDS EACH SIDE OF OPENING IFI
WATERPROOF BARRIER 8' 12" 4" SIZE OF HEADER MATERIAL (NO. 2 5YP) �i �I
NUMBER OF PLIES IN HEADER „
O - SPECIAL UPLIFT CONNECTION GALL-OUT. SEE DETAIL !"7.
BEARING CURB STEP SECTION �
CORRE51-GNDING TO NUMBER T a
SHEARWALL SEGMENT - PROVISIONS OF SHEARWALL ASSEMBLY
DETAIL GOVEfe4. /
.t L7 RI
D
W**Xasko"K 11. 12/22/00 12:0 FM Ap+Y9t-3.drr
LATERAL RESISTANCE TO THE DESIGN WIND WAS
ANALYZED USING THE ENTIRE SHELL OF THE HOUSE
(2Y1xro"'/� AS MAIN WIND FORGE RE515TING ELEMENTS. THE
TYPIGAL WALL SECTION SHOWN ON DETAILS SHEET HAS
ADEQUATE STRENGTH TO RESIST THE li•'fP05ED I.IJIND (�
LOAD5 IN ALL 5EGMENTS EXCEPT WHERE INDICATED m
5Y A SHEAR.UALL CALLOUT.
II II II �t
C1
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(TYP 4 PLACES) 0 vai o ? o c
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I.FOR STRUCTURAL DETAILS, SEE L v o � m r a_ cn�._•y o
W 4� F �a �O� C U
APEX TECHNOLOGY DETAIL SHEETS Q a ng ani m o E n
�r r C4 G+� 0n T U
(2AxI2 2.IF HEADER NOT SPECIFIED, II�LL)
r !2)2x12 2 2 CONTACT ENGINEER OF RECORD Q
�^ 3_ ® INTERIOR BEARING WALL O SHEET NO,: ST - 2
Q
• � O
T-
3 3
4Q
12' PLATE IG-TFRAMED
WITH
2x6
SPF STUDS 6C (UNO ATrr nxc
Structural tructura
POURED BEAM
CONTINUOUS n' PLATE HEIGHT FRAMED WITH 2x4 Plans
OVER SUMOORT 06 SF°F STUDS * 12" OC (UNO)
HEADER (2)2x12
x EJOBNO.: CP1202
0
0
ST TU
3 All (3x12 8"x8" DEEP THICKENED EDGE
A11 L AW/(Ir4 CONT BUDECastle
(2) S VERTICAL 12" DEEP FTG W/04 s 12"
EXTEND INTO HEADER A EW UNDER BOX GQLUMN OT NO.:Gladiola S
t.
POURED BEAM UP 16"5Qx12" DEEP FTG W/
(2nxI2 A(3)04 EW
FADER
SUBDIVISION:
TRUSS TO HEADER,
LLI
RTPGA&24T W/(20J0d
• TRUSS TO HEADER u FWOR PLAN14 3 2 3/5 7 3 3
wI2x40 w12x40 3 ° R 2rd Floor Framing
Q C2JRTPCsA824T W/(14)I0d O
(2)05 VERTICAL 3 E311 24"Sax2O" DEEP FTG W/ X DESIGNED: M G K
2 C13 A (3)04 EW
I3 13 Q P�r4SQ w0" DEEP FTG W/ m REVD�ED: WV C
ST-3 ST-3
36"5Qx20" DEEP FTG W/ w REVISIONS DA'L'E
(4)'4 EW
(2nxI2 (2)2x12 (2)2x12 Q
48"SQx24" DEEP FTG W/ W
(5)04 EW, T45
!2)2x12 (2r1x8-I/I Z
IP�00 PLE T r2nxl2 1/2" ALL-THREAD DRILLED
A i EPDXIED W/2" SQUARE d)
WASHER MIN 6" EMBEDMENT
REQUIRED • EACH END ASCE 7-98 130 MPH WIND
of OPENING
TRU55 TO BOND BEAM U
ll.
L W/5GP2 W/(14) I0d s <[
(U max" ANCHOR BOLT
(2)2x12 (2nxI2 (MIN 6" EMBED.)
Q TRU5S TO EsOND BEAM
11 W/SGP3 W/(IS) I0d 4
rznxl2 lznxl2 lznxlz ALL NEBEL HEADERS TO RE RATED FOR 600 (1) V ANCHOR BOLT I
PLF TOTAL LOAD (TL) PER MFG SPECS. (UNO) (MIN 6" Ei-IeEDa Q
z
C-4LUh1N (SEE DETAIL, °vHEET ST-3), Z �
\\_r7_TyxF 6 F'LACE°v) LEGE ' 904 241 -5200
(2)2x&-1/2 - HEADER/BEAM CALL-GUT
NUMBER OF KING STUDS EACH SIDE OF OPENING W • L''4
NUI 15ER OF JACK STUDS EACH SIDE OF OPENING
SIZE OF MATERIAL. 2 57P)
NUMBER OF PLIES IN HrADERFir5 Floor Framing Plan 00
Gry
O - SPECIAL UPLIFT CONNECTION CALL-OUT. SEE DETAIL C
CORRESPONDING TO NUMDER
SO - SHEARWALL SEGMENT - PROVISIONS OF 944EARWALL ASSEMl3LY
DETAIL GOVERN.
D E
uu.X61kwSkt EI. 18/Y8/00 lezo PH Ap—M-3.d.9
x a-
CONCRETE.TILE OPTION.-
5/all
PTION=5/8" COX W/ 0.131" x 25" COMMONS
s 4" O.C. ON EDGE, 8" O.G. IN THE FIELD
CV
FIB R'aLASS_SWINGLE�l �_
1/16" OSB ROOF DECK. NAIL 6" O.C. ON EpGE PRE-ENGINEERED ROOF TRUSS WCPLL d
12" O.G. IN FIELD W/0313" x 25" NAIL (UNO). PRE-ENGINEERED LS E !3)105
+
OR RAFTER ROOF ROOF TRUE TOE NAILS EACH TRU55
PROVIDE E3EARING PLATE
CONNECT ALL SINGLE PLY TRU55ES TO BETWEEN WALL AND TRUSS
MASONRY BEARING WALLS WITH 15EMG0 TAPI2 OR RAFTER 1
WITH 8-10d COMMONS. CONNECT ALL
MULTI-PLY TRUSSES TO EXTERIOR WALLS WITI-I
2 5EMCO TAPI2 WITH 8-105 COMMONS IN LL
LL
EACH.
FASTEN SHEATHING* TO
FRAMING +93" OG ON EDGE, 2x4 SYP OUTRI6GER
CONTINUOUS BOND BEAM AROUND PERIMETER DOUBLE 2x4 Not SYP TOP PLATE.FASTEN 6" OG IN FIELD WITW 8d. AT 24" ON CENTER (� 4W/(2)ROWS 10d COMMONS 16" O.G. STAGGERED BLOCK SHEETING CLIP TO GAE3LE TOP 0 (1/
U-BLOCK W/2-'5 (MIN 18" LAP AT CORNERS (UNO).MIN 24" LAP W/MIN (12) 105 CHORD WITW SEMCA LK
CONCRETE EDGES WITHIN 4' HCPLL W/(8>Sd.
AND SPLICES)FILL WITH GOCE WITH �
BEND VERTICAL BAR TRUSS ANCHOR IN PLACE. PROVIDE BEARIiNG NAILS IN LAP. TOP PLATES TO STUDS W/TPP4 2x4 5FF 5TUD5 AT I9" O.C- OF GABLE TRUSS Q
NOTE: DOUBLE PT NO2 S7P ILI
12" INTO TIE BEAM PLATE FOR TRU58. W/11018d ON EVERY OTHER STUD
PLATE W/ 1/2" ANCHOR BOLT
AND 2" SQUARE x 1/5" WASHER
d�
AT 48" O.G. 15 AN ACCEPTABLE
ALTERNATIVE,
ILI
FOR THIS ALTERNATIVE, CONNECT �
TRUSSES THUS=
8" HEBEL BLOCK LADDER TYPE HORIZONTAL � n
JOINT REINFORCEMENT A 16" O.C. m
GABLE TOP
U121—RFT C(�NN!✓CTOR � FSO �
G� CHORD ►�
<520 HCPLL/LR W/(5)5d 010 =
���� 2x4 L-BRACE ON U
<1000 AS
HDPTI W/(10)8d E3LIF VERTS TR
TJI OR OPEN WB FLOOR T1�155 3/4" T1Gs PLYWOOD �' SPS=GIFIED BY TR U1 Q
OF MANUFACTURER W q
<2000 HDPT W/!12)105
+[2)105 TOE
fie ' 1 O
<2600 56103 W/(II)10d
lJ�
FLOOR TRU55 OR I-JOIST � � GABLE TRU55 CLIP END 0
<5000 SGP3 WK21)16d of LATERAL 4)
P
����� BRAGS TO V (1
C10�00 (2)56103 W/C2UI6d ��� GABLE BOT 0 ��JJ
0)SEDGO H
• p� P� HCPLL W/(e)
G�aGP Sd.
TIE UPPER FLOOR STUD°. TO �� O
DOUBLE 2x4 NO2 SYP TOP PLATE. LAR FLOOR STUDS OR P GABLE BOT 0
CONTINUOUS 5OND SEAM AROUND PERIMTER FASTENED W/(2) ROW5 10d COMMONS BEMCO LOWER FLOOR BEAM WITH CHORD �� ��
(2) U-BLOCKS Wi [I) (MIN I8" LAP AT I6" O.C. STAGGERED (UNO).MIN 24" LAP 0d SPACE 6TR4PS 32" O.C. x
CORNERS AMC) SPLICES)-FILL WITH CONCRETE (2)2x10 NO2 5YP LEDGER W/MIN (12A0d IN LAP. Cq
[TYP ALL INTER-STORY 0 CV
WITH ANCHOR BOLT IN PLACE. FASTENED TO TIE BEAM W/ C2)ROWS
CONNECTI ONS)
5/8" x 6" EMBEDMENT ANCHOR BOLTS
2x8 PT PLATE W/ I/2" ,
m 24" OG. AB 10 64" G�
2x4x8' SYP LATERAL r
BRACE s 48". (2)I6d STRAP GABLE TRU55 TO PT `t
THROUGH BRACE INTO PLATE WITH 85150 W/(10)
EACH TRU55 BOT CHORD 10d w 48" O.C. r
2x4 5101= STUDS AT 16" O.C. O
Z
C- ,4 LNth 5f;,: AC INC- [DETAIL
LU
S' HEE3EL BLOCK 05 vERTIGAL W/18 LAP
OVER 15 DOWEL FILL CELL J02
W/GONG AROUND VERT Ba•R5 12/5/00 4:01 Ph'1 BLOCK-WALL-G,413LE.dwg � ° ` i v,a
CONTINUOUS TO BOND BEAM C a . .9 T o
1/2" ANCHOR E30LT OR WEDGE E v 3 a �•T
PLACE_ ANCHOR(5.25 EMBED)W/2 � °' ° `� p v°
I EVERY 48" O.C. x 1/5" WASHER AT 46" O.G. a
°v rnv"' m E
I EACH SIDE OF OPENING
1EACH GORIER m�, � ° ° m X00
Z ° ° � oma° � vv
2 EACH SIDE OF 16' GARAGE OPENING 2x4 Noe SYP PT BOTTOM PLATE � o ` C a c� o o 0
BOTTOM PLATE TO STUD W/TPP4
W/(10Zd ON EVERY OTHER STUD
!t1 min « � � cpE
cC ° °a
�- Qo CP m
p—
4" ,"—
O °0 m q u p N a L
{ o►u d �v ° ap u
GRADE FINISH 8 MIN � �\\.�\ ..\ �� —t �. �'• ,�� � /.•�/ � / �r
CAST-IN-PLACE Z 0 x T a x 0 3 U
\ /. �\ CONCRETE FOOTING 4
Jr
NOTE: FOR FOOTING DETAILS, F' ° o °= G y �' N 0
SEE CONCRETE 5ECTION5 <1./( E ° °C m.2.2
°u
FOOTING TO E3EAR ON
O w u of"Gw'U 0 y u c.0
FIRM UNDISTURBED SOIL [ L °� xi r _o 0 F != N �
�][ h Ll° 4H C A
FOR DOTING DETAILS, 5/8" CDX W/ 0.131" x 25" COMMONS O was .s°i a E o
NCONCRETESECTIONS U .:w �'�cti�.• o rl)�-a u
IT.- FOR a 4" O.G. ON EDGE, 8" O.G. IN THE FIELD X
FI A I ION: Q
NOTES: Masonry atemwall may ba uaec,A in ItBu of monolithic Footing. Install schsdule cl bottom 71/16" 055 ROOF DECK.NAIL 6" O.C. ON EDGE HCPLL W/(8)8d + (3)105 � S T — 3
plate anchor (FAS3, anchor L7olt, or wedge anchor)within 12" of bearing wall ends and 12" O.G. IN FIELD W/0313" x 25" NAIL (UNO). ROOF TRUSS
S� Np"
within 12" of door opening to baartng walls. Sas typical concresies sections for rstnFarctngCT ALL- 5IW31-E FLY PRI;-ENGINEERED ROOF TRUSS ROOF TRUSS OR TOE NAILS EACH TFd155
and dimensions and footings.. MASOCONNNRY BEARING WALLS WITH I SEMCO TAPI2 OR RA R RATERS <1
PROVIDE GEARING PLATE <j Structural
WITH 8-10d COMMONS. CONNECT ALL BETWEEN WALL AND TRUSS Details
MULTI-PLY TRUSSES TO EXTERIOR WALLS WITH OR RAFTER U
7401 TYPICAL 2-5TG� Y WALL SECTION 2 5EMGo TAPI2 WITH 8-10d COMMONS IN ?
12/22/00 12:16 PM ApexST-IST-2.dwg EACH. v JOBNO.: CB 1 0 2 0 0
O
ROCX
NOTE: DOUBLE PT NO2 5YP SWEET C70UBLE 2x4 NO2 SYP TOP O BUII n Castle
PLATEW/ 1/2" ANCHOR BOLT r'LATE.FASTENED W/(2)ROWS 10d =
AND 2" SQUARE x 1/8" WASHER It," O.C. STAGGERED (UNO)MIN 24"
AT 48" O.C. 15 AN ACCEPTAE3LE LAP WITH (12)104 IN LAP. U
ALTERNATIVE. BEND VERTICAL BAR SOP PLATE TO STUD WITH TPP4 LOT NO.: Gladiola St.
FOR TP16 ALTERNATIVE,CONNECT 12" INTO TIE BEAM CONTINUOUS E3CND BEAM AROUND PERIMETER uu/(10)Bd ON EVERT' OTHER STUD
X
TRUSSES THUS: U-BLOCK W/2-a5 (MIN 18" LAP AT CORINER5 W
AND SPLICES.)FILL WITH CONCRETE WITH fL SUBDIVISION:
TRU55 ANCHOR IN PLACE. PROVIDE OEARING A
UPLIFT CONNECTOR PLATE FOR TRUSSES. X
<520 WCPLL/LR W/(8>8d 8 HEBEL BLOCK 2x4 SFS STUDS AT I6" O.G. 1''LOOR PLAN:4 3 2 3/5 7 3 3
PROVIDE (1) RTPGA824 W/(20)104
AT EACH SPLICE ON EACH END <1000 HDPTI W/(10)84
1/2" ANCHOR BOLT W/ 05 vERTIGAL W/1$" LAP Q MGK
TYPICAL CORNER FRAMING 2" OVER "5 DOWEL FILL CELL
SQUARE WASHER <2000 HDPT W/[12)105 111 D(, IONEII:
CENTERED ON EACH +(2)10d TOE-NAIL
SEE TYPICAL WALL SIDE, 6" MIK EMBEDMENT W/GONG AROUND VERT BARS
SECTION FOR FLOOR <2600 SGP3 W/(II)10d CONTINUOUS TO BOND BEAM
I/2 ANCHOR 50LyT OR WEDGE LU ] ] W C
To FLOOR STRAP
REQUIREMENTS 02 5Y LACE- ANCHOR 15E AT 46" )
(TYP 3 SHOWN) OOT PL <5000 56103 W/(211165 LADDER TYPE HORIZONTAL I EVERY 48" OG x I/8" WASHER AT 48" O.G.
• JOINT REINFORCEMENT Z REVI9ONS DATE
<10000 !2)5CsP9 W/C21JI6d iD IN REO.C. I EACH SIDE OF OPENING
1 EACH CORNER 2x4 NO2 SYP PT BOTTOM PLATE N
FLOOR TRUSS
1
1/16" 055 FASTENED 2 EACH SIDE OF 16' GARAGE OPENING BOTTOM PLATE TO STUD W/TPP4
(TYP 3 SHOWN) Y • To STUDS W/8d WK10)8d CN EVERY OTHER STUD O
❑" COMMONS 311O.G.
n ALONCs PANEL
U
MULTI-5TUD EDGES
RIPPLES •
BETUfEEN 4.. �- ,= 4 4"
EXTRASTUD GROUP PLATES GRADE FINISH a" MIN / ••�\ \ �r
\ \ \\ .� •� a � /� . , ASCE 7-98 130 MPB WIND
CENTERED UNDER (2)SPF STUDS CAST-IN-PLACE
TRUSS INDICATED ON PT NO2 5YP UNDER BEAM /. X \ A` j CONCRETE FOOTING
FOUDATION AND BOTTOM PLATE
FRAMING PLAN NO.
OF STUDS EQUAL TO BEAM TO STUD GROUP
NO. OF PLIES IN TRUSS RTPGA836T WK24)10d NOTE- FOR FOOTING DETAILS, O
[MIN 2 STUp3J. USE � SEE CONCRETE SECTIONS
SPF STUDS.FASTEN NO2 SY FOOTING TO BEAR ON 0
ADJACENT STUDS TO FIRM UNDISTURBED 501L U N
AD DBL
EACH OTHER WITW 125 TOP PL P U I T U OX COLUMN ETA I w
AT 8" O.C. LU
ir!"=1'-0" NOTE: FOR FOOTINCs DETAILS, [LSEE CONCRETE SECTIONS
904)241 -5 00
. Cq
MULTI-STORY STUD SPLICE FOR USE IN NOTE : Mason atemwall may be used in Iteu of monolithic � IR 11 ,
CONJUNCTION WITH NIC�N POINT LOAD DETAILS y y Footing. Install achgdule l bottom
E01 plate anchor (PASS, anchor bolt, or wedge anchor)within 12" of bearing well ends and
12/ON UN T SPt ICEHI within 12" of door opening in bearing walla. See tyrrical concrete sections for reinforcincj
and dimensions and footinga.
hd 4 8 . :3
TYPICAL WALL SECTION
/40 12/22/00 12:16 PM ApexST-45T-2.dwg
D
taxa Ka.L_.kL ai. is/sa/oo IZ10 rr WaY11Y-1.8r-2.a.r
C\I
CV
LLI
_.-A
8
1/1&" OSB ROOF SHEATHING. 2x(o NO.2 5YP LEDGER TO
STUDS fD Irbil O.G. W/(4) 10d
NAIL TO LEDGER W/l0d � Q
COMMON 3" O.C. COMMON IN EACH STUD. 10" SQ. STEEL BEARING
,, I A A.,30-1e ll�l
PLATE W/C4) " D� }
1�S B OLT5 IN A 50UAR�= m
CONCENTRIC PATTERN. 0 ��
1/16" 055 MUST EXTEND
DOWN TO BOTTOM PLATE I O
OF SECOND FLOOR =
MFG. ROOF TRUSSES 24" O.G. EXTERIOR WALL. u
d
wLLI q
m
EVERY OTHER STUD: 2nd PLATE TO FIRST W/(2)
STUD ROWS 10d 12 O.C. 3- /2 " SQ, x '/4"-j
RTPGA83(a WI(5) 10d IN THICK STEEL TUBE
AND (8) 10d IN PLATE.
2x& BOTTOM PLATE TO BEAM FLOOR TRUSSES <1
I/ TU
� SDB" OLTS W/2" 50_ 16" O.C.
UJ/
WASHERS Q 32" O.G.
0
x
1 3/4 T 4G o
/4,i (o1,4 12115a. STEEL BEARING '
r
PLATE W/(4) 112 " DIA A30-1 n
BOLTS IN A S" SQUARE
PT PLATE CONCENTRIC PATTERN. MIN
EMBEDMENT = 8"
--------------
LU
CP 0
T S" HEBEL WALL r
8 x 12 x l S EEL °
.-
BEARING PLATE 4 = p E
a �/ � p• ub�
(2) TOTAL 3/41, DIA. A30-1 w �,--� v
W++ � d O N 1 2,2
BOLTS, MIN 6" EMBEDMENT. z o c E
G ` p'C'q O p U
0.
Z p G m 0 d v C p
W mp t5 Cm — E
-p.. Do -00 U O
B COLUMN SECTION � xv N
A SECOND FLOOR FRAMING SECTION p I ° �� L
o p C o � �••F, o c
5Tt L � 0 -'-600 v
- 2 1 0 ocva0
ST - 2
x �
rnuQE c u a
0 (n 4
C O♦+
�• y`0 p C E p L C,` VI c 0
Q C rU G"•. 0 7 0 0 U
.� „. U- O p U N.' C
o b~ L U 7 cc w c.2
(DO
F--0� c•V
C W•�
41 CL L O E O
Q
o SIM' NO.: ST 4
TPP4 W/(IO>Sd TRUSS TO TOP PLATE WITH PPPTI W/
(8)8d, EXCEPTION: JACK6 "I' LONG AND <1
m 24" D.C. (MIN 2
SHORTER MAY BE FASTENED TO TOP PLATE Structural
D eDetails
PER HEADER) WITH ONLY (3)10d TOE NAILS.
D
TFW55 TO STUD GROUP WITH z
TRUSS TO STUD GROUP WITH RTPG A836T W/(24)l0d y- JOB NO.: CB 12 0 2 0 0
NO SYP HEAD R. SIZE AND SE C2IRTPGA836T W/(24>I0d -A
OF PLIES PER FRAMIWI PLAN
GA OUTS. O BUILDER: Castle
EXTRA STUD GROUP
CENTERED UNDER Z
CRIPPLES AND CRIPPLES AWD
KING STUD. QUANTITY KING STUD.(2UMTI7Y TRUSS INDICATED ON
PER GALLOUT ON PER GALLOIUT ON EXTRA STUD GROUP FOUNDATION AND 0.2 SYP l
PERMING PLAN FRAMING PL,AAL GENTERED UNDER N0.2 5Y FRAMIW-1 PLAN.NO. DBL IDT NO.: Carladi�la s t.
F AMI 6ETWEEN (RAMI -2 PI U K TFW55 INDICATED ON DBL OF 5TUD5 EQUAL TO TOP PL
ADJACENT CRIPPLES S TO ADJACENT URIF'PLE°+ FOUNDATION AND TOP PL NO.OF PLIES IN TR)SS
AND KINGS ALL CRIPPLE FRAMING PLAN.NO. 111
HEADER AND KING9 OF STUDS EQUAL TO (MIN 2 STUDS).USE SUBDIVISION:
RTPGA816 W/(6)164 NO. OF PLIES IN TRU88 SPF STUDS.STUDS TO x
FASTEN
IN HEADER,(8A6d NOTE: PROF'EiRLY RATED OPEN (MIN 2 STUDS).USE EADCH O HEWITH 12d d
IN CRIPPLE. WE5 TR1US5 HEADER SPF STUDS.>=ASTEN AT 8" O.C. SPF nwR PuN:4 3 2 3/5'7 3 3
MAY 54,3USSTITUTED ADJACENT STUDg TO
FOR HEADER SPECIFIED EAC44 OTHER WITH 12d SPF T1,
IN THESIE PLANS. AT 8" O.C. I oz.
R Ib" OC L[l
ALL CRIPPLES TO Q
, isw DESIGNED: MGK
BOTTOM PLATE
W/TPP4 W/C10�d TPF'4 WIITN(10)13dI16TALL .p AT TOP AND
EOTTCf OF itlNGv 5TUD8
15 ACPI/2" ANCHOR BOLT
TABLE ALTERNATE REVIEN®: ,1 W
V C
C.�
TO HARDWARE ON CRIPPLES. T-
EACH 5TU0 IN STUD W/2" SQ x I/8" WASHER Z RE111<SIONS DATE
GROUP TO BOTTOM ADJACENT TO STUD
«„... PLATE WITH TPP4DITION 4)
P IN
5GP3
TO TTYPICA OBOTTOM --3W/ W/(12A3d
...� A0PLATE ANCHORA[sE
(24)]Od Q
( NO.2 PT r
FTP28 W/ NOS PT YP BO ~
(24A0d 3YP 501 PLATE
PLATE q
ASCE 7-98 130 MPH WIND
awl- ,
p' ee1p
rf,
TY ICA NEA E F AMINO ETAI
E30(5 x
3 +SIGH POINT LOAD CONNECTION pE L 4
HIGH DINT OA CONNECTION TAI w-y- m '� °^
904 241 -5200
. 0
�-v%FIC
14
E+ ff.
-�4R►
d
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l�q o vi `IP I ata