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DESIGN CRITERIA AND LOADS LEGEND AND FRA1"SING NOTES: �
CONCRETE ,4ND FOUNDATION NOTES n -
Bull Ing Code INTERIOR BEARING WALL cv
2004 F Toricla Building and Residential Codes I. CONCRETE COMPRE551VE STRENGTH FOR FOOTINGS= 2,500 P51 AT 28 DAYS (UNO).
Code for Design Loads INTERIOR BEARING WALL W/FLOOR LOAD ONLY 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 P51 AT 28 DAYS (UNO). .d.
ANSI/ASCE 1-02 NO SPH4 REQUIRED. 1/2' x 6' EMBED ANCHOR BOLTS W/ 3. ALL REINFORCING STEEL '3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 6�
WASHERS 48'O.C. 5. F15ERMESH 13 AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. �r-
ROOF LOADING (Cd= 1.25) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
TOP CHORD LIVE LOAD 20 psf DEADER FRAMING � t--
"I. EARTH AND EARTH FILL SUPPORTING BLABS ON GRADE 15 ASSUMED TO HAVE A MINIMUM BEARING CAPACITY
TOP CHORD DEAD LOAD psf OF 2,000 psflN ACCORDANCE WITH FRC 2004 TABLE R401.4.1 AND SHALL BE FREE OF ORGANIC MATERIAL AND civ
BOTTOM CHORD LIVE LOAD 10 sf A AM CA -OUT
(� (2)2x6-1/2 - HE DER/BE LL COHESIVE SOILS. COMPACT THE FILL IN 12' LIFTS TO AT LEAST 95ga OF MODIFIED PROCTOR MAXIMUM DRY cv �
BOTTOM CHORD DEAD LOAD 5 psf cel 41
NUMBER OF KING STUDS EACH SIDE OF OPENING � DENSITY. 1T 15 THE OWNERS OR CONTRACTORS RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. —*--3 1NUMBER OF JACK STUDS EACH SIDE OF OPENING 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR J
CONCURRENTLY LOADED LIVE LOADS MAY BE RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED 1L r
REDUCED PER FBG 1609 SIZE OF HEADER MATERIAL (NO. 2 GYP) CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. V1
NUMBER OF PLIES IN HEADER S. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION.
FLOOR LOADING (Cd= 1.00) CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS.
TOP CHORD LIVE LOAD 40 psf °ALL HEADER JACKS AND KIS HALL BE FASTENED TO 10. TO CONTROL CRACKING, CUT IN 5AWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE ;
TOP CHORD DEAD LOAD 10 Per EACH OTHER WITH (8)124 COMMON. PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. 01
BOTTOM CHORD LIVE LOAD 0 psf 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE Z �.
BOTTOM CHORD DEAD LOAD 5 per °WINDOW OPENINGS 4 AND GREATER REQUIRE 1/2 ANCHOR BOLTS FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT
TRUSS DEFLECTION CRITERIA OR REDHEADS W/ 1-1/2' DIA WASHERS AT 48" (MAX) ON CENTER DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. �[
ROOF TRUSS UNDER WINDOW CONNECTING BOTTOM PLATE TO SLAB. 12. 51MP5ON STRONG-TIE ACRYLIC TIE (REPORT ER-5191) SHALL BE USED IN ALL DRILLED AND EPDXIED U CV
I-L/240 * IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED OR DOWELED REINFORCING STEEL MUST BE cq
TL/180 EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE DRILLED Illrog GREATER THAN THE DIAMETER OF THE ANCHOR
FLOOR TRUSS
(UNO) - UNLESS NOTED OTHERW15E ON PLAN MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION,
1-11-/360 0 EOR - ENGINEER OF RECORD
TL/240 o ALL MULTI PLY STUD GROUPS TO HAVE 12d COMMON s 8' O.0
BETWEEN PLIES KE YNOTE S: L
WIND LOAD ING (Cd= 1.60)
H
ASCE 1-02, 35 GUST 8'x8' DEEP THICKENED EDGE
IN SPEED 120 mph
Q W/(IJ"4 CONT
BASIC W DCATEGORY C p rJ4-I A I,UA S
EXPOSUREF R �-�-
IMPORTANCE FACTOR 1.0 12' DEEP FTG W/04 e 12' :
BUILDING CATEGORY 11 SLU FASTEN 1/16' OSB TO FRAMING WITH 86 AT 3' ON CENTER ON EDGE QS EW UNDER BOX COLUMN
ENCLOSURE CLASSIFICATION PARTIALLY ENCL AND l2' ON CENTER IN THE FIELD. 0
INTERNAL PRESSURE GOEFF 0.55
PLACE DBL STUDS AT EACH END OF SHEARWALL. U
CtC DESIGN PRESSURES (see table 1) HARDIPANEL 18 ACCEPTABLE SUBSTITUTION FOR 055 ONLY IF NOTED p
ON THE FRAMING PLAN.
SPECIAL FLOOR
FIRST FLOOR SHEARWALLS,
(GAME ROOM) LOADING (Cd= 1.00) CONNECT DBL STUDS AT ENDS OF SW TO SLAB W/HTT22 W/(32)16d SINKERS. L
TOP CHORD DEAD LOAD 10 per
TOP CHORD LIVE LOAD 60 p8f SECOND FLOOR SHEARWALLS:
BOTTOM CHORD DEAD LOAD 5 sf CONNECT DBL STUDS AT ENDS OF SW TO FIRST FLOOR DBL STUDS, O �_
e p
BOTTOM CHORD LIVE LOAD 0 p8f BEAM, OR HEADER WITH(2XISTA36 WITH (18)10d.
MAXIMUM FLOOR TRU55 SPACING 16'
f ' ' Q � >L
THIS STRUCTURE 15 LOCATED IN THE UJIND BORNE MINIMUM ALLOW 4 5 L E EXTERIOR STUD 5 I Z E e (UNO) r
r >
DEBRIS REGION AND HAS BEEN DESIGNED AS A It
PARTIALLY ENCLOSED STRUCTURE. AB SUCH THE STUCCO WALLS: r m
GYPSUM CEILING MAY NOT BE USED AS TRU55
It
BOTTOM CHORD BRACING. REFER TO TRUSS 8' 2X6 NO2 SPIN o 16' O.C.
DESIGN DRAWINGS FOR BRACING LOCATIONS. 9' 2X6 NO2 SPF A l6' O.G.
r �
ACCEPTABLE METHODS INCLUDE Ix4 SPF O --
RAT-RUNS W/(2) 10d COMMON IN EACH TRUSS OR HARDI PANEL WALLS:
Z
SIMPSON T552-24 W/(2) 10dxl-1/2' IN EACH TRUSS. V 2X4 NO.2 SPF a 16' O.G.
(NOT APPLICABLE FOR PORCH CEILINGS.)
9' 2X4 NO.2 SPF s 12' O.G.
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TABLE 2 : NAIL SIZE LEGEND
TABLE 1 COMPONENT AND DIAMETER LENGTH
lU WW � Z � 0
CLADDING DESIGN PRESSURES Sd COMMON 0.131' 2-I1/z�
. 13
10d x 1-1%' 0.148' 1-1i2'
H_ ..q
Interior za" Enid Zone 0.148' 3' Z Q 3 W W � 0 W 4 4 Z
� ap 0 ZEE10
Efrscuvo (pot) (pot) 10d COMMON
a�a Aroma 12d COMMON 0.148' 3-1/41 000 ? FI- ZEJ 0J -
'�-��� ' ' +48 -51 +48 -60 I(od SINKER 0.148' 3-�i4' lU w w m a D Q
z Q � L0 ZWJ � m � ZWD
trod COMMON 0.162' 3-1/2' n a wIt ,. W W J D � m — 0 �
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bl - � .n. - - FASTS I AT Ui a
+43 +43 TA LE 3 �NERS N PRESSURE TREATED SER
� 48 5? 8
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wx -200 sq.n. +42 -45 +42 -49 PRESERVATIVE LLL p W _ w ? o W j a
ACQ 4 NON-DOT CONNECTO��`"� MUST HAVE Z-MAX, G120 OR TRIPLE ZING COATED FINISH. .
Z Za <x 00W -om 'oaoi
BORATE ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. 0 W w Z W - Q ZW < Q w m : w 6
SODIUM BORATE STANDARD FINISH IS ACCEPTABLE (UNO) g W W a W X Z n �w w W
Q ZW W < IYZZn U13M4 2
I � ZQ
ACZA NOT RECO II.IENDED. STAINLESS CONNECTORS AND FASTENERS Q Z W D Q w Z a w 4 w Z ; o
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PRESSURE TREATED LU SER
lot LEVEL PRESERVATIVE STEEL COATING
(� SHEET NO.:
ACQ i CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC &T - 1
NON-DOT COATED FINISH. ALL FASTENERS MUST BE HOT DIPPED
BORATE GALVANIZED.
u_ Structural
I SODIUM STANDARD FINISH IS ACCEPTABLE (UNO)
L_ umma r
BORATE
�
_INOT RECOMMENDED. STAINLESS CONNECTORS AND U J015 NO.:
ACZA FASTENERS REQUIRED. Z ATDSO404
}' SUBDIVISION:
END ZONE
DESIGNATI Dutton Island
m 3.0 FT
p Rd.
Z LOT NO.:
v 1
Lu
~ FLOOR PLAN:
w 1-10(o
OL
DESIGNED:
x JRP
I REVIEWED:
L_ 2nd LEVEL
m
Q REVISIONS DATE
w
v \
1.0
Z
END ZONE
DESIGNATION .
d = 3.0 FT
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&JEFFRE A�2NESON, P.E.
P.E. No. 58544
12/09/2005
N
33'-4`
5'-6' r
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do III
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UN@
tL
SLIDINs GLASS DOOR FRAMES MUST BE
RECESSED INTO THE SLAB IN
ACCORDANCE WITH THE FLORIDA BUILDING --
v
SULT
II I 1iI 1{I l{ I( 3 ATSLIFOR LOCATION OF SLIDING'GLASS DOORS.
—0
0
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0 ( 4S2S3 -10 ib -4
N
SUBDIVISION:
I 11 I { I
Dutton Island
SLIDING GLASS DOOR FRAMES MUST BE i Ind.
I I i I CESSED INTO THE SLA5 IN
ACCORDANCE WITH THE FLORIDA BUILDING i O
CODE. CONSULT ARCHITECTURAL PLANS I 3: LOT NOs
FOR LOCATION OF SLIDING GLASS DOORS. ( W
{ I I 1 { I X FLOOR PLAN:
I 61 I
— _ - - - - - - - -- - - - - - -- _ _ I- - I w 1f0ro
i
DESIGNED:
I L REVIEWED:
E3
- - - - - - - - -- - - - - - - - - - --- - - - - - - - - - - - � Q REVISIONS DATE
— — w
u O
* CONTfRACTOfR f5F= UJ,4fRE
THIS FOUNDATION WAS PREPARED
UTILIZING ARCH i TECTURAL
1DR
AWIN 5 WHICH SAVE BEEN ~_
5'4 -� U--
FROVIDED 5"'r THE 5UILDEf;R.
ALTHOUGHA fRE A50NA5L E
EFFORT WAS MADE CREATING THIS '
f C? �
FLAN, iT IT THE OWNER 5 OR
I
0
CONTRACTORS RESFON615ILIT'*� z
-4
TO CONFIRM ALL FOUNDATION �
DIMEN&ION& i=I;RI Oi;. ' TO FOUR.
FOUNDATION FLAN1 /4
OL JEFFRE P. NESDN, P.E.
P.E. . 58 544
1 2/09/20L75
O
2x4 GENERAL PLAN NOTES: N
HDQ8-SDS3 (FLUSH W/ INSIDE EDGE OF WALL) I. FOR GENERAL NOTES AND KEYNOTE N
• FASTEN 2x4 STUD TO 2x6 CORNER STUD SPECIFICATIONS, SEE SHEET 5T-1
GROUP W1 2-ROWS IOd 0 6' O.C.STAGGERED. PORCH BEAM TO POST: 2. IF HEADER NOT SPECIFIED,
GARAGE RETURNS TO F2 5TT O LA5- �0d CONTACT ENGINEER OF RECORD
x • • BE FRAMED AS 2x6. PQ,;)T TO SLAB: r
A5U44 W/(12 Abd OR i--
HTTI6 W/04)10d. 3. SIMPSON ACRYLIC-TIE-ADHESIVE SHALL BE USED IN ),
SHEATHE BOTH FACES ALL DRILLED AND EPDXIED CONNECTIONS TO
N
CONCRETE. ANCHOR BOLT, THREADED ROD, OR
B � .�.
BOLT HEADS MAY BE HD9A !CENTER OF RETURN) OF GARAGE RETURN NOTCH TOP OF PORCH BEAM 3' FOR
DOWELED REINFORCING STEEL MAY BE EMBEDDED TO
RECESSED INTO Ist JACK 6HOIJ1I,PER PLAN. BEAM PKT CONNECTION AT WALL. THE SPECIFIED DEPTH, IN A HOLE Jig," GREATER THAN -1
6TUD PLAN VIEW TOP OF BEAM ELEVATION EQUALS THE DIAMETER OF THE ANCHOR MANUFACTURER'S V- r
TOP OF TOP PLT ELEVATION. .31/"I SPECIFICATIONS MUST BE FOLLOWED FOR PROPER '1
MINIMUM BEARING REQUIRED IN WALL. INSTALLATION. � "cf'
4x4 N0.2 SYP 4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER
AT HEADER AT CORNER PT POST BEAMS/GIRDERS WJ (2) ROWS COMMON 10d COMON a V O.C. Z
2x6 SPF STUDS AT 16' O.C. STAGGERED O
GARAGE OPENING HEADER JACK AND ADDITIONAL WALL 5. ALI_ LUMBER SPECIFIED ON PRAWiNGS 18 INTENDED FOR DRY
KING STUDS,SEE PLAN. EACH JACK TO
USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY V CV
STUDS • MAX 1�' O.C.AS " SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND U N
HEADER ua/SIMPSON MStA?4,PER PLAN. SEE 'TYPICAL PORCH
REQUIRED
SHEATWINC� DETAIL,' ARE TO BE DESIGNED AND DETAILED BY OTHER
FASTEN BREATHING TO GARAGE RETURN I I
STUDS,TOP PLATE,AND BOTTOM PLATE (3)STUDS At CORNER
SHEET ST-4 (2)1x8 -�
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
A9 SHOWN W✓ 10d COMMON 3' OCG. I I .._._
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED 1L
INSTALL ll)SIMP° � (2nX�0_1/2
1/2' DIA.ALL-THREAD W/2' ROUND WASHER DRILLED HDQB-5D59 AT CORNER (2nxg IN FLORIDA BUILDING CODE TABLE 2306.1
AND EPDXIED INTO CONCRETE W/SIMPSON ACRYLIC END OF EACH RETURN,
TIE OR EQUIVALENT. MIN.6' EMBED IN CONCRETE AS SHOWN.FASTEN �. FASTEN LEDGER TO FRAMING/TRUSS uj _�
I VERTICALS AT EVERY SUPPORT AS FOLLOWS --
FTG. MIN.'i' EMBED IN STEMWALL FTG. CONNECTOR TO STUD SEE DETAIL 'AA' (MAX 24' O.G. SPACING):
GROUP WITH (20) '44'x3' THIS SHEET
INSTALL (1)SIMPSON HDBA AT HEADER END OF I I SIMPSON SD5 SCREWS. I (2)2 Xao-1/1
EACH RETURN,AS SHOWN.FASTEN CONNECTOR DRILL AND EPDXY (1)7b' I—
TO STUD GROUP WITH (3)yb' THROUGH BOLTS. ANCHOR BOLT FOR I SWEET INTERIOR FACE OF ROOF FRAMING LEDGER: �
REAR WALL WITH 1/16 OSB
DRILL AND EPDXY(I)Nb' ANCHOR BOLT FOR I EACl�1 CONNECTOR TO I ( SEE STRUCTURAL SEE STRUCTURAL 2x6_..._-...._.......�(3) 12d COMMON �
EACH CONVECTOR TO MIN. 15' EMBEDMENT. MIN. 15' EMBEDMENT. NOTE I FOR TRUSS NOTE 2 FORT SS WITH ad COMMONS AT 3' ON 2x8._...-..........(4) 12d COMMON O (J
MONOLITHIC FOOTING CONTINUOUS
T01 HOLD-DOWN T+04 HOLD-D WN EDGE, 12' IN FIELD' 2x10._.........__._(5) I2d COMMON U
BELOW GARAGE ?x12_..._...._._...(6) 12d COMMON 0
BOTTOM PLATE FLOOR FRAMING LEDGER:
PT 2x6 .._........(3) I/4`x4�z' LONG; LAG SCREW (�
MONOLITHIC FOOTING SHEATH WALL CONTINUOUS PT 2x8.........._....,..._...(4) 1/4'x411/2' LONG; LAG SCREW Z �}
OR STEMWALL. TO 2nd LEVEL TOP PL TE PT 2x10......-....-.....C5) I/4'x4�2' LONG LAG SCREW
(2)2X12-2/4 (2)2X6-1/2 PT 2x12..__._..... (6) 1/4'x4li2' LONG LAG SCREW --
� c6
LEDGER FRAMING NOTES: to
PLACE STH014 WITH (38N6d
SINKERS AT EACH END I.) ADDITIONAL FASTENERS MAY BE REQUIRED AT
VA-1-I ON I OF GARAGE OPENING
(tYP,4 PLACES) � SPECIFIED LOCATIONS ON PLAN r }
2.)SEE TABLE 3 ON SHEET ST-I FOR FASTENER
T-
PROTECTION AGAINST CORROSION rr
FASTEN EACH JACK STUD TO In �
rA A GARAGE RETURN DETAIL HEADER WITH M5TA24 W/(18)IOd S. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO r CSV
BE PROVIDED BY TRUSS MANF. 6
ST-3
(2 nrC(O-1/1
S. FOR PERMANENT BRACINCs REQUIREMENTS of z
PRE-ENGINEERED ROOF TRUSSES, SEE DETAIL
(2)1x6-1/2 Z
SEE DETAIL "AA' SEE STRUCTURAL : '
THIS SHEET I (NOTE I FOR TRUSS (Q
T01 HOLD-DOWN (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/1 0 z
lU W � o
2x6 SPF STUDS AT 16 O.C. Z -' it z W O J m J Z Z O
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2x6 SPF STUDS AT 16' O.C. O z � - '`
rI � WQw1P0L3O _ W1WWW - Zm =
�ZSEE DETAIL 'AA' - = Z< 0 - - L ? GZQ0
THIS SHEET 0 >- Z >- LMwLpz
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3 Q
I SEE STRUCTURAL 14z } Zl413 0 W 13 bww oF < L
(2nx�o-1/2 (2nx�o-1/2 (2)2xro-i/1 O �. ZIzQL.F � 0zo =° WQ = r
I NOTE I FOR TRUSS U v IW- ? 3 N a6 Q o 6 1 z 0
T01 HOLD-DOWN
(2)2x6-1/2 Q
C2nx&-1/1 O
&T _
U Structural
(2)2x12-2/4 A Plans
T- U JOB NO.:
z AT 060404
SUBDIVISION:
p Dutton Island
p Rd
SHEATH WALL CONTINUOUS (2)2x(o 1/2A ALL EXTERIOR UJALLS ARE = LOT NO.=
TO 2nd LEVEL TOP PL TEc I I t C U 1
5/16' HARDIPANEL VERTICAL SIDING FASTENED 5HEARWALL5. FAS I EN 0`55 TO
DIRECTLY TO EXTERIOR WALL FRAMING; U)/&d COMMON
FRAMING W./ ad COMMON 3' O.C. AT X FLOOR PLAN:
C
NAILS SPACED 6' OON EDGE AND 6' OC IN
FIELD IS ACCEPTABLE SUBSTITUTION FOR OSB
ON ALL EXTERIOR WALLS, INCLUSIVE OF SHEARWALLS. PANEL EDGES, �2�� O.C. IN THE FI LD 1111
Oho
SEE DETAIL "AA' —� SEE STRUCTURAL SEE STRUCTU L SHEET INTERIOR FACE OF < DESIGNED:
THIS SHEET I (NOTE I FOR TRU55 NOTE 2 FOR T SS REAR WALL WITH 1/16' 055 X JRP
T01 HOLD-DOWN T04 HOLD-D WN WITH ad COMMONS AT 3' ON I
I EDGE, 12' IN FIELD. HTT22 EACH CORNER '7 REVIEWED:
,r STRUCTURAL NOTES I (2)2x6-111 c MGK
(f? 1. DOUBLE STUD BELOW TRUSS T01. TRUSS
° FASTEN ALL STUDS WJ Q REVISIONS DATE
TO STUDS WITH (2) MT612. STUDS TO
BLAB WITH HTT16 W/C18) IOd COMMON (2)2x8 (2) ROWS lOd COMMON W
�
0 8' O.C. STAGGERED
INTO STUDS AND 6/8'x12' EMBED, DRILL C2)2xro-1/2
6
AND EPDXY ALL THREAD.
2. DOUBLE STUD BELOW TRUSS T04. TRUSS SEE "TYPICAL PORCH (2 r1 x8 HTT22 +� EACH CORNER Uj
� TO STUDS WITH C2) N8. STUDS t0 SLAB SHEATHING DETAIL,'
T TT205 WITH (10) 16d COMMON INTO SHEET ST-4
WITH L Z
STUDS AND %sxi2' EMBED, DRILL AND 2x6 SPF STUDS AT 16' O.G.
TYPICAL CORNER FRAME(INCLUSIVE OF SHEARWALLS) 0
EPDXY ALL THREAD
4x4 NO.2 SYP O
3. DOUBLE STUD BELOW TRUSS T05. TRUSS PT POST _
POACH BEAM TO POST:
TO STUDS WITH (2) HTS20 WITH (20) 10d POST A24 LAB: I0d
HTT22 a EACH CORNER ~
COMMON EACH. EACH STUD TO STUD POST TO SLAB: v
P A5U44 W/(12)16d OR U-
[BELOW WITH MSTA36 WITH (18) 10d
COMMON EACH. let LEVEL STUDS TO NTT16 W/ll4)10d.
° FASTEN ALL STUDS WJ
'Q
SLAB WITH HTTIb WITH (IS) 10d COMMON 8' O.G. STAGGERED
2) ROWS 10d COMMON
NOTCH TOP OF PORCH BEAM 3' FOR 1
O INTO STUDS AND �'e'xl2' EMBBEAM PKT CONNECTION AT WALL.
ED, DRILL o
Z AND EPDXY ALL THREAD.
TOP OF BEAM ELEVATION EQUALS 12' STUD BLOCK AT
TOP OF TOP PLT ELEVATION. 3'1/2' 24' O.G. U
4. DOUBLE STUD BELOW TRUSS T05. TRUSS MINIMUM BEARING REQUIRED IN WALL.
ch TO STUDS WITH (2) HTS20 WITH (20) 10d13RNER 13
HTT22 g EACH CO
c-- COMMON EACH. EACH STUD TO HEADER Z
BELOW WITH MSTA36 WITH (18) 106
COMMON EACH. 111
TYPICAL CORNER FRAME
(INCLUSIVE OF SHEARWALLS) X
15 t LEVEL 5TfRUCTUfP,,-,,AL 5HEAfRUJALL f=LAN 1 /4 " - 11 _ 0 11 W
JEFFREY P. ARNESON, P.E.
P.E. No. 58544
12/09/2005
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SEE STRUCTURAL TO& TOI TOSTO& TOI TOO _j
NOTE 3 FOR TRUSS , SEE STRUCTURAL > 61
NOTE 3 FOR TRUSS z �..
T05 HOLD-DOWN T05 HOLD-DOWN
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(2)2 xb-1/2
(2)1x(o-1/2 --'
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(2)2x6 a1-1/2 v } �
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SEE STRUCTURAL SEE STRUCTURAL � o o ? 1 z
NOTE 4 FOR TRUSS TO& T01 TOO T06 TOI TO8 NOTE 3 FOR TRUSS z - a n Z W o i z o
T05 HOLD-DOWN a it W W - a 1 ;i ! 4 z z IL
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TOS HOLD-DOWN � Da. W2 H � JOOW - ° M
_h 13
Q ZrC3'L WZ F- mwJm2ZW
aWF• Q� W �' = WNOaL� E
� F � oao � o ' aZW � o
SEE STRUCTURAL TO6 TOI TOS l TO& TOI TOS LL o W W. W w _ W Z 0 W 0 a
NOTE 4 FOR TRUSS 1 1 SEE STRUCTURAL z a a Q 0 W Z W W Z . 0 ,4 x W
TOS HOLD-DOWN NOTE 3 FOR TRUSS O z x 0 o r- o - = O z
T05 HOLD-DOWN WwzWWaW `a-'< rm416z
W QE xF- O - • WW
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(� 0 0ZaDmWa3j = _Z = D
0 w -JIED W ;a {FAW4w � v
(2nx(o-i/2 = FiZ ? = ; ZWo0W � '°
F. OWa -F- QH0F • Io-05
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V vF- ? 3NaaQOt7Hiu �
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LL Sections and
Q Details
U JOB N
-O
•.:
Z A 1080404
SUBDIVISION:
p Dutton Island
(2)2 x 6-1/2 = LOT NOs
5/I6' HARDIPANEL VERTICAL 5IDING FASTENED w l
DIRECTLY TO EXTERIOR WALL FRAMING W/bd COMMON C2 X(D-1/2
FLOOR PLAN:
NAILS SPACED 6' OC ON EDGE AND be OC IN
FIELD IS ACCEPTABLE SUBSTITUTION FOR OSB X 110�p
ON ALL EXTERIOR WALLS, INCLUSIVE OF SHEARWALLS.
Q DESIGNED:
X J l;RP
REVIEWED:
STRUCTURAL NOTES MGK
-7P 1. DOUBLE STUD BELOW TRUSS TOI. TRUSS
(� TO STUDS WITH (2) MT512. STUDS TO REVISIONS DATE
0
ry SLAB WITH HTTIb W/(18) 10d COMMON (2)2X6-1/2 w
V INTO STUDS AND °%'xl2' EMBED, DRILL5
AND EPDXY ALL THREAD. (2)2X(o_1/2 O
.,� LU
2. DOUBLE STUD BELOW TRUSS T04. TRUSS
(� r0 STUDS WITH (2) 1-18. STUDS TO SLAB
WITH LTT20B WITH (10) 16d COMMON INTO SEE STRUCTURAL SEE STRUCTURAL z
Z
STUDS AND %'xl2' EMBED, DRILL AND
NOTE 3 FOR TRUSS T06 T01 TOS TO6 T01 TOS NOTE 3 FOR TRUSS
EPDXY ALL THREAD T05 HOLD-DOWN T05 HOLD-DOWN
_O
H
3. DOUBLE STUD BELOW TRUSS T05. TRUSS
H
TO STUDS WITH (2) HT520 WITH (20) 10d
COMMON EACH. EACH STUD TO STUD v
BELOW WITH MSTA36 WITH (18) 10d
COMMON EACH. let LEVEL STUDS TO 2nd LEVEL FRAMING LEGEND �
SLAB WITH HTTI6 WITH (18) 10ol COMMON
INTO STUDS AND 5ia'xl2' EMBED, DRILL
AND EPDXY ALL THREAD. STRAP EACH TRUSS TO DOUBLE TOP ?-
PLATE WITH (2) H8. EVERY STUD TO
TOP PLATE WITH SPH4. EVERY STUD
H 4. DOUBLE STUD BELOW TRUSS T05. TRUSS (D
TO STUD OR HEADER BELOW WITH
CP TO STUDS WITH (2) HT520 WITH (20) IOd
MSTA36 WITH (18) 10d COMMON EACH.
COMMON EACH. EACH STUD TO HEADER
BFASTEN IST FLOOR STUDS TO BOTTOM
BELOW WITH MSTA36 WITH 118) fOd
COMMON EACH. PLT, lL1/5PH6 � 16' O.C. U
X
Lu
JEFFRE P. SON, P.E.
P.E. 58544
1 2/09/2005
I
t
4' CONCRETE SLAB W/ 6x6 WIA x '
W1.4 WWF OR FIBERMESH 4' CONCRETE SLAB W/ 6x6 WIA x �
WIA WWF OR FIBER MESH I
8' CMU CHAIR BLOCK $ cv
-T - - - - - - s-- WJ (1)N05 CONT.
28" MAX ..• TOP OF SLAB
8' MIN \ \ l
CO4
---------//�// 12' MIN �/I a \ w \ \ \� \ / VAPOR BARRIER / / VAPOR BARRIER\ z N
6' OPT. EXTENSION ,\ (2)04 CONT FOR b■12" UNDER I STORY WALL cA v/ \
IN BRICK LOCATIONS (3)04 OR (2)NO.5 CONT FOR b=16 UNDER 2 STORY WALL d I \//\/
� r
ON FND PLAN FOOTINGS TO BEAR ON FIRM �/ I 4' CONC SLAB W/(ox(o
NKIN
NO. 4 VERT REINFORCING i
UNDISTURBED 501L 4" OPTIONAL BRICK /\/ W1.4xW1.4 Wtt� OR LSU �-
ADDITIONAL NO. 4 15AR LEDCsE NOTEp ON \\/\ UP TO 3 COURSES: 12'"OG. } FIBERMESH
/ 4 TO 5 COURSES: 48 O.C_
IN BRICK LEDGE FOUNDATION PLAN /\\�
/ / I (2) 04 CONTINUOUS � 6x6 - WIA x W1.4 WWF TO OF A z �
FOOTING SECTION �/ \/ 1 /�/\.
--------------
MONOLITHIC ----- -.----- -- _--- - ---
\ T
VERTICAL REINFORCEMENT :1. / _ •_____s CV
TO HAVE 6' BEND AT \\ v-° • \\���. \j\\j\\r�\�\j�\ \ ` . a a �� •\ .\ ,� .� �\ n -\�j\\�/\\ ° PER U
CSROUND ADJACENT TO FtCs SLOPES DOWN AND AWAY FROM BOTTOM '�//y ° \�/ //\ �v ° ° / \/\/\\ ° \\ \� \ ARCH. Q
STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER V-0" �� \\� \j/\ �.. \�\ a \/��/\ DWCsS
HORIZONTALLY, CONTRACTOR HAS TWO CHOICES:
1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT ADDITIONAL NO. 4 IN /\/\�/\ \/� ' 1._
EROSION OF SOIL. BRICK LEDGE �`�/\\�/\ •� � 16, VAPOR BARRIER 8' VAPOR BARRIER LL
�
CAST-IN-PLACE FOOTING SPECK:
?. USE STEMWALL FOOTINGS � Q)FOOTINGS TO BEAR ON FIRM (l) STORY: 8'x16' W/(2) NOA CONT LL
UNDISTURBED SOIL (2) STORY: 10'40' W/(3) NOA CONT
BEARING WALL FOOTING SECTION CURB STEP SECTION (S) �
NOA WJ 9' BEND 61 .4
4' CONCRETE SLAB WJ BOTTOM, 12 O.C.
O
6x6 WWF OR VARIES � z CMU STEM WALL SECTION �
0 U
FIBERMESH SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR v
i0v WHEN BACK FILLINGS BEHIND A STEM WALL, PARTICULARLY p
i WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS (!
r\�/\//\\// \ ° ° i\ /j���j��
�\�� CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED +'
12' MIN \\�\\�\��\� FROM THE ENGINEER OF RECORD.
Z �
VAPOR BARRIER ✓ \/\
b NOA CONT. IN
(2)04 CONT FOR b■12' UNDER I STORY UJALL BRICK LEDGE 0
(3)04 CONT FOR b=16UNDER 2 STORY WALL
6' OPT. EXTENSION
IN BRICK LOCATIONS 0'-0' A.F.F. 15/32' 32/16 RATED PANEL ROOF
ON FND PLAN DECK INSTALLED PERPENDICULAR
(BEYOND) m
U-BLOCK WJ C I)N0.5 cA TO TRUSSES W/8d COMMON S 4' r'
CONT. lu EDGE, 6' FIELD.
4' CONC SLAB W/(ox6 WI,4xWl.4a1 t-
� CV
GARAGE EXT WALL CURB SECTION WWF OR FIBERMESH FINISH N z I
Lu
GRADEE s. — : 0
7.IN LIEU OF BENT VERTICAL 5AR5, CONTRACTOR MAY —
INSTALL 1/2' ANCHOR BOLTS WITH 12' EMBEDMENT AT 0'-0' AFF, \f�\�� ��\ O \��\/�\� \ \/\\/\ \\�\ r\\\ 0
48 O.C.FOR BOTTOM PLATE ANCHORAGE o ° SEE ARCH. r j\/\\�\\� V \\/\\/\\/ /�/'• �/� N MT612 W/ll4) 10d PRE-ENGINEERED MT612 W/(14) 10d
pWGSS. \/ /�\ /�\\/�\\/� \ ROOF TRUSS Z
° I X
`�. °. � \/\/\� 4' FLOATINCS CONCRETE SLAB W/ �Q
4' REINFORCING NO.
. 4 VERT° 6x6 WI.4xWl.4 WWF OR FIBERMESH }
\\�/\/��//� /� O.C. i °. .: 4 a . .°
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O z ZD
IL
12' i N Z Q �WW 13W4Qz
� It W0 � - Z
VAPOR BARRIER ' '4 mOD ? tI-
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CAST-IN-PLACE FOOTINGS SPECS Z a 0 Z � - m � z D
(l) STORY: 12" WIPE W/(2) N0.4 CONT. \�\�\ I-STORY: 6' x 16' W/(2) 04 CONT. DOUBLE 2x4 ��02 SYP TOP PLATE.FASTEN 2x4 SPF STUDS AT ib' OAC. Q W W - 0 m 4 E 0 D W L
(2) STORY: 16' WIDE W/(3) NOA OR (2) ADDITIONAL NO. 4 IN BRICK 2-STORY: 10' x 20' W/(3) 04 OR (2) 05 W/(2)ROWS IOd COMMONS 16' O.C. STAGGERED t W m 0 w W W t 0 m 0 1 O
NO.5 CONT. LEDGE 1/16' 055 W/8d 3' O.C. ON ( O). MIN 24' LAP W/MIN (12) 10d NAILS IN LAP. 0 0 m IX I- It E 0 } W z 0
TOP PLATE TO SUDS W/SPH4/6 W/(10)10d x a Z W o
FOOTINGS TO BEAR ON EDGES, 12' O.G. IN FIELD. 1-1/2' ON EVE-#%Y OTHER STUD Q Z a 13 Q >- m 1 W W m E- - W m
4 OPT. BRICK LEDGE NOTED FIRM UNDISTURBED SOIL
u
EE.-ARING CURB STEP SECTION ON FND PLAN <FDQpapZ6.PaZZgo
\` VERT. REINFORCEMENT TO HAVE 6" 1�L O W W W I 0 w IL D W o O Q w
BEND BOTTOM SEE ST-I 4 ST-3 FOR STUD SIZES Z Z Z Q x�W, 0 0 1-- 0 - = < 0 _Z
0 E — OW � zQF' WIA— EO
WWz .XQWOQE Wz
2x4 BO''TOM PLATE FASTEN TO Q Z W ?• Z Q E Z Z J v 0 0 W W Z
CMU STEMWALL SEO i 10N BANDBOARD WITH 10d: 3 O.C. IN D - ' d � - z z I 0
m0Dz } LLmWL m _ z
I DESICsNATED2ndFLOOR SUJ 0 Ww0 mZ_ - mQFZ3 � Q
15/32' 32/16 RATED PANEL ROOF
DECK INSTALLED PERPENDICULAR �- W D W 19 I- I E W u -
SECTIONS. 12' O.G. ELSEWHERE Z D D m W a u
TO TRUSSES W/8d COI"MON 0 4nzwo
IHzZzI � uwx - 0E- � 4.
EDGE,6 FIELD. . O W Z i . '( . 3:0 Z
~ ZttQF=� v � OI WWZE
3/4' T 4CsPLY ID V GF- _ 3Ndns4 �M � _ uu
•
FLOOR TRUSS (�
OR I-JOISTS 5T _ 5
PRE-ENGINEERED MT512 WK14) 10d TIE UPPER FLOOR SUDS TO
LOWER FLOOR STUDS OR
MT612 W/04) 10d ROOF TRUSS OR RAFTERS LOWER FLOOR BEAM WITH U Sections and
5IMPSON M5TA36 W/(18) 10d.
LOCATE STRAPS: D tail s
- (VAT WALL ENDS v JOB NO.:
- AT KING STUDS TIE UPPER FLOOR,STUDS TO Z A�1"�8��1��
- AT 32' O.C. (UNO) DOUBLE 2x NO2 SYP TOP PLATE LOWER FLOOR STUDS OR
FASTENED W/(2)ROWS I0d COMMONS LOWER FLOOR BEAM WITH }- 81LIBDIVISION:
16' OAC.STAGGERED (UNO).MIN 24' SIMPSON MSTA30 W/06) 8
LAP W/MIN (12J10d IN LAP. 10d, SPACE STRAPS 32' O.C. Du t ton Island
DOUBLE 2x NO2 SYP TOP PLATE
(TYP ALL INTER-STORY
FASTENED W/(2)ROWS 10d 16' CONNECTIONS) p Rd,
O.C. STAGGERED (UNO). MIN 24'
LAP WITH 112A0d IN LAP. TOP SEE ST-1 4 ST-3 FOR STUD SIZES. LOT NO.:
1/16' OSB W/8d 3' O.G. ON PLATE TO STUD WITH SPW4 FASTEN OSB W/8d 3' O.C. ON
EDGES, 12' O.G. IN FIELD. kU/(10)10d x I-k1=' ON EVERY EDGES, 12' OAC. IN FIELD. 1
OTHER STUD
2x4 SPF STUDS AT 16' O.C. ~ FLOOR PLAN:
w 1-10(0
FASTEN 2nd LEVEL BOTTOM PLATE OL
T AND G PLYWOOD TO FLOOR TRUSS TOP CHORD WITH Q DESIGNED.
SEE ST-I t ST-3 2x4 SPF STUDS AT 16' O.C. 106 COMMON AT 3' O.G. X JRP
1/2' ANCHOR BOLT OR WEDGE q
FOR STUD SIZES. PRE-ENGINEERED FLOOR ANCHOR(MIN 6' EMBED)W/23SQ REVIEWED:
TRUSS 15Y OTHERS x 1/8' WASHER AT 48' OZ. MG<
FASTEN FLOOR TRUSS TOP CHORD 2x NO.2 SYP PT BOTTOM PLATE 2x4 NO2 SYP PT BOTTOM PLATE Q REVISIONS DATE
WITH 106 COMMON AT 3' O.G. BOTTOM PLATE TO STUD W/SPW& BOTTOM PLATE TO STUD W/SPH4
V2' ANCHOR BOLT OR WEDGE 1/2' ANCHOR BOLT (MIN 6' EMBED)W/2' SQ x
ANCHOR (MIN &' EMBED)W/2'60 W/ll0)10d x I-�?' ON EVERT' OS UD 1/8' WASHER e 32' O.G. STUD
�� x i-��• ON EVERY OTHER
x 1/8i WASHER AT 48' O.G. O
2x4 NO2 SYP PT BOTTOM PLATE FINISH 8' MIN ° —• 4' °- — — — •-1--'+ '- `'�' �' 111
2x NO2 SYP PT 50TTOM PLATE a ,
BOTTOM PLATE TO STUD W/SPH4 i/2' ANCHOR BOLT (MIN 6' BOTTOM PLATE TO STUD W/SPH4 GRADE
,. :
W/ll0)10d x 1-1/=' ON EVERY OTHER STUD EMBED)W/?' 6Q x 1/8' WAASHER W/ll0)10d x I-r? ON EVERY OTHER 5TUD
?' I1J ° 6x6 - WIAxW1.4 WWF Z
� 32' O.C. � \ \ �\�� � • ' 4. WATERPROOF BARRIER �
•d. � � ^1- :,. —�, FASTEN HARI7IPANEL TO EXTERIOR �� /� %�
FINISH 8 MIN q . 4 4 REAR WALL WITH 6d COMMONS AT FOOTING TO BEAR ON _0
�j
GRADE • : •' 4 .a' r� �- 6' ON EDGE, rZ' 1N FIELD FIRM UND 15TU REED 501E }—
y \ FASTEN 1/16 058 TO INTERIOR lot
j12'Mli / d� 6x6 - W1.4xW1.4 WWF LEVEL WALL WITH Sd COMMONS AT
U
WATERPROOF BARRIER 31 ON EDGE, 121 IN FIELD
SEE PLAN FOR STUD SIZE,
NOTES: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL 1!L
FOOTING TO BEAR ON SPECIES AND SPACING SCHEDULED BOTTOM PLATE ANCHOR WITHIN 12' OF BEARING WALL ENDS AND WITHIN
FIRM UNDISTURBED 5011E 12' OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR
REINFORCING, DIMENSIONS, AND FOOTING5. .^
r NOTES:MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING, INSTALL
v` SCHEDULED BOTTOM PLATE ANCHOR WITHIN 12' OF BEARING WALL ENDS AND WITHIN 12' 1/2' DIA. ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2' DIA, ALL-THREAD DRILLED
OF DOOR OPENINGS IN BEARING WALL&. SEE TYPICAL CONCRETE SECTIONS FOR AND EPDXIED
,L
REINFORCING AND DIMENSIONS AND FOOTINGS.
5ECTION AT REAR WALL MULTI-STORY
TYPICAL WAL T � 0
1/2' DIA. ANCHOR BOLT MAY BE SUBSTITUTED WITH 1/2' DIA, ALL-THREAD DRILLED AND L SECTION Z
EPDXIED0 5/21/01102 AM
2-670RY-WALL4wg �
U
Lu
TYPICAL WALL SECTION=3 ~
12/5/00 4:08 PM TYP-WALL4w9 X x
JEFFREY P. ARNESON, P.E.
L P.E. No. 58544
12/09/2005
.-
a t
IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, �
CONTINUOUS LATERAL BRACE. QUANTITY AND LOCATION DEFINED DO 50 WITH OVERLAPPING BRACES LIKE THIS (TYP EVERYWHERE) ,_
BY TRUSS SHOP DRAWING.
0
(1) DIAGONAL BRACE PER (4) TRUSSES (1) DIAGONAL BRACE PER (4) TRUSSES �--
APPLIED TO BACK SIDE OF UJEBS APPLIED TO BACK SIDE OF WEBS �-
,� r
00
LL r
Lu
2x NO2 SYP NAILER FASTENED TO J
DOUBLE TOP PLATE WITH 12d
TRUSS BOTTOM CHORD COMMON AT 3' O.C. Z
2x NO2 SYP NAILER FASTENED TO TRUSS BOTTOM CHORD 0
(I)ADJACENT TRUSS WITH (1)ROW OF
12d COMMON AT 3' O.G.
Toa
c
FASTEN TOP PLATES TO EACH
OTHER WITH 2 ROWS OF (4) 10d
It
COMMON BETWEEN EACH STUD. SWEET ROCK(TYP) APPLIED TO FRONT SIDE OF WEBS Lu
IS
1/168.0615 ATTACHED t0 2x4 '
STUDS AT 16' O.G. FASTEN WITH
MINIMUM 8d COMMON
AT V OC. O T1 N 1
ON EDGE, 12' OCG. IN FIELD.
2x4 NO2 6YP CATS AT 12' OZ. CATS TO EACH ADJACENT
FASTENED TO DOUBLE TOP TRUSS WITH (3) 10d COMMON U
PLATE WIT14 (4) 12d C XIMON TOE-NAILS.
TRUSS BOTTOM CHORD TR1,183 BOTTOM CHORD TRUSSES NEEDING BRACING
O �
- )�k
LATERAL BRACING - MULTIPLE TRU55E5 �
FASTEN TOP PLATER TO EACH
OTHER WITH 2 ROWS OF (4) 10d
COMMON BETWEEN EACH STUD. SHEET ROCK (TYP)
'I/16' 0615 ATTACHED TO 2x4
STUDS AT 16' O.G. FASTEN WITH T,=.r
MINIMUM 8d COMMON AT 3 O.G.
ON EDGE. 128 O.G. IN FIELD.
r C14
I O
Z
2x4 NO.2 SYP NAILER TO BOTTOM CHORD OF
TRUSS W/10d COMMON AT 3' O.C.
I '1/16' OvB FASTENED TO
' MAX
TRU88 BOTTOM CI-IORD DOUBLE TOP PLATE W/8d
COMMON AT 3' OC. 1. Lu
1 X Z
I :3
�•� I ca
LI 111
60 Z F Q
FASTEN SHEATHING TO NAILER I I
l•I Z 4 ] uJ0 OWWQ�QZ
W/BdCOMMONAT3 OC. I1 LEGE. Z) AND NOTES . m00E Hvnm00 J0
7/16' 09E�ATTACHED t0 2x4 •
STUDS AT 16' OAC. FASTEN WITH I I
M NIMUI`I 8d COMMON AT 3' O.C. T•BRACE FASTENED TO I.1 Z 'a W W Z o n a M a 3 W
FASTEN TOP PLATES TO EACH LI WEB W/12d AT 6 O.C. �•� 1. ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE, SHALL n a W O W WWj p OW 10 p
OTHER WITH 2 ROWS OF (4) 10d IX
ON EDGE, 12' O.C. IN FIEIp. '
COMMON BETWEEN EACH STUD. OPTION 3 T•BRACE TO BE SAME I•I BE 1x4 No. 3 SYP OR BETTER OR 2x4 No. 3 SPF OR 0 O m L•• Z a t W .J m z o
SIZE SPECIES AND I I BETTER(UNO). z Z O L } W z W m m ° W W
Q 1- 4mm WWmE" a
yQTEt THIS INTERIOR SWEARWALL DETAIL IS INTENDED FOR USE IN AREAS GRADE AS WEB TO BE I.I 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE O Q = 0 4 OO w a H F w Z W u m
WWERE THE SHEARWALL RUNG PARALLEL TO THE TRUSft�. THIS IS A BRACED. 1.1 THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE f- �' O O Z 4 LOX Z O 0
PREFERRED ALTERNATIVE t0 FRAMING ABOVE THE PL1+TE LINE t0 THE I•I ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 1.L u W zjew Z `` r W -':11 n 4 w
ROOF DECK 11 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE Z 4 a 0 W z W W Z N O 4 1 u
1•1 Z 4X 001- 0 - = OZ
I I X BRACED TRUSS AT LOCATIONS INDICATED A5 NEEDING _0 - 0 1- z 1- m-
INTERIOR SHEARWALL DETAIL i.1 BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY �-- W a Z W W 4 W ° m 4 '` Z
WW4Wa � Z0 !- ZIQWW
11 THE TRUSS ENGINEER. 'd Z = � ZQIE z � WooI- Wz
Itlid' s 4. ALL FASTENERS SHOUN ARE 0.131' DIA x 3' LONG: (UNO� O 0 o z } a� W Z %= 0
O WZJ1 - W3 mw<mi-a
1�.. = HIZZ3:• jZWQOWI4, L
O F. re
OW4i • 4F- 131- •Iz005
U � uHi3wa �o4oMHuc>�
MSS NEEDING BRACING
_0
SINGLE TRUSS BRACING
0
Sections, ana
U
JOB NO's
Z AT 0004 04
SUBDIVISION-
TRUSS TO TOP_PLATE Dutton Island
!IPLlFS CONNECTION _1
<415 Ib. (IA41 WRIVAd 0 ��
SPH4 W/(10)I0d x; 1-1/2' <WV �b. (UHO W100AWd • LOT NOa
s 24' OAC. (MIN 2 PER (?Amo! TOE-NAILS
HEADER) U
ROOF DECK PER FLOOR PLAN.
TYPICAL WALL SECTION. X 11��0
111
NO2 SYP HEADER SIZE AND NUMBER
OF PLIES PER FRAMING PLAN DESIGNED:
CALLOLITS.
CRIPPLES AND CRIPPLES AND
RP
KING STUD QUANTITY KING STUD. QUANT TY
REVIEWED:
PER CALLOUT ON-',,4,, PER GALLOUT ON
FRAMING PLAN. FRAMING PLAN.
1'''IGIG
(6�6d BETWEEN REVISIONS DATE
(6)16d BETWEEN ADJACENT CRIPPLES
ADJACENT CRIPPLES AND KINGS
AND KINGS ALL CRIPPLES TO
HEADER, w
MOTA24 W11(pAi d
IN HEADER(BAhd NOTE: PROPERLY RATED OPEN 1�OF TRUSS 2x61 NO 2 SYPNAILERSSES PARALLEL
O W L O
IN CRIPPLE. WEB TRUSS HEADERED
MAY BE SUBSTITUTED TO DBL TOP PLT W/10d AT 3' O.C. lu
ALL CRIPPLES TO FOR HEADER SPECIFIED
150TTOM PLATE UPOPH4 IN THESE PLANS. 2x6 NO 2 SYP BLOCKING TRUSSES PERPENDICULAR TO WALL: �
UJI/O lmd x I. BETWEEN EACH TRUSS. FASTEN 2x6 NO 2 SYP BLOCKING Z
SPN4 WITH (IOAOd x I-t/2' TO BEAM W/106 AT 4' O.C. BETWEEN EACH TRUSS. FASTEN c)
TO DBL TOP PLT W/10d AT 4' O.C. :3N
INSTALLED AT TOP AND
BOTTOM OF KINGS STUDS
16 ACCEPTABLE ALTERNATE
TO HARDWARE ON CRIPPLES, F-
�� H
O � 1
r
' OR THICKER COX
FASTENED TO TRUSSES,
RAFTERS OR ISLOCKINQ
CJ rL PORCH BEAM W/Sd COMMONS b 3' EDGE, �.
s FOOTING(SEE TYPICAL 12' FIELD.
WALL SECTION)
WALL FRAMING
J
1/16' OSB FASTENED TO 0
FRAMING PER PLAN. Z
VA TYPICAL HEADER FRAMING ETAIL
C� 5/2!V01 8:05 AM HEADERdWg
TYPICAL PORC�-I �aPEATP.Nn DETAIL uvi
X
W
JEFF RN SON, P.E.
�1 P.E. No. 58544
' 1 2!09/2005
/ X