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NOTE THAT CERTAIN WOOD -Tie RODS MAY BE DELETED FROM TP16 PROJECT BASED ON THE FOLLOWING: NON -LOAD BEARING WALLS
THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD -Tie ROD INSTALLATION. WALLS THAT NAVE BECOME LOAD BEARING OR EXISTING
LOAD BEARING WALLS WITH ADDITJONAL LOADING MUST HAVE WOOD!Tie RODS. INSTALLED A$ FOLLOWS:
ROOF TRUSS UPLIFT (LBS) WOOD•Tie RODS)
00-1000 ROD(5) m 4' O/C (INTERIOR) IOR 6' O/C (EXTERIOR).
"1001-2016 ,ADD (1) ROD ADJACENT TO TRUSS. j
"2011 d GREATER CONSULT DESIGN CENTER.
AF FROX iM,4TE WOOD -Tie ROD LOCATION.
ROD5 LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED <
OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, 6'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT
CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER
DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR
OTHER SOLID FRAMING. —
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MAR 0 3 2
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OPN'G END -ZONES INTERIOR -ZONES
AREA
(S)F) POS. (•) NEG. (-) POS. (•) NEG. (-)
0-20 sr 34.0 42,8 34.0 36.2
20-50 of 325 40b 325 38.1
o I 50-100 sr 31A 315 31A 33b
> 100 of 30.0 1 355 1 30.0 325 j�}�I I�
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LEGEND PLAN NOTES CONNECTIONS j
CONNECTOR METHOD OF ATTAGI-IMENT END -ZONE COMPONENTS a
(2) 2x6-1 / 2 �° HEADER/BEAM CALL -OUT I) SEE SHEETS 5T1 AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND X CLADDING PRESSURES APPLY SHEET
DETAILS. M5TA18 (14) 106 Commons/Total. TO WINDOWS t DOORS IN
NUMBER OF KING 5TUD5 EACH SIDE OF OPENING M5TA24 (16) 106 Commons!Totai- X HIGHLIGHTED AREAS - TYP.
TTT NUMBER OF JACK STUDS EACH SIDE OF OPENING 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5T48 (48) 106x1-1/2"/Total. THE X DIMENSION ILLUSTRATES
SIZE OF HEADER MATERIAL LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 C5106 (28) Sd or (22) 10-;l Commons/Total. D THE MEA5UREMENT OFF THE
NUMBER OF PLIES IN HEADER PROVIDED BY OTHERS. BUILDERS FIRST 5OUCE OF JACKSONVILLE, INC 5PH4/6/8 (12) 10dxl-1/2". CORNER OF CORNER OF THE HOUSE WHERE
DESIGN CENTER (BFSDC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF MT512 (14) 10d Commons -;r 10dxl-1/2"/Total. HOUSE END -ZONE (NOT INT -ZONE) -
ALL EXTERIOR HEADERS (2nx6-1/2 UNLESS NOTED OTHERWISE THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. PT520 (20) 10d Commons or (24) 106x1-1/2"/Total. (TYP) PRESSURES SHOULD BE USED.
ALL INTERIOR HEADERS 1 (2)2x6-1/2 UNLESS NOTED OTHERWISE LGT2 (14) 16d Sinkers/Ecch to Truss and Stud Column.
PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED DESIGN LOADS MGT (22) 10d Commons to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompanying
IN LIEU OF SPECIFIED HEADER Note on Page 51.
ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH A• GRAVITY LOADS: B. LATERAL LOADS: HGT-2/3 (8) ICd to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51
ROOF LOAD TOP CHORD_LL-20P5F DL=IPSF WIND LOAD - 120 MPP NGT -4 Oro) ICd to Truss • 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51.
SW" SHEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STI BOT CHORD_L.L=IOPSF DL=5PSF • SEISMIC ZONE - 1 HTT16 (IS) 16d Sinkers tc Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying
FLOOR LOAD DL=15 PSF Note on Page 51.
APPROXIMATE WOOD -Tie LOCATION LL=40 PSF HTT22 (32) 16d Sinkers t..) Wood Member - 1/2" dimaei,pr or Larger Threaded Rod per Accompanying
SEE WOOD-Tle SECTION Note on Page Sl.
THIS DOCUMENT IS AN
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MAR 0 3 2
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COMPONENTS 4 CLADDING PRESSURES - IN PSF
OPN'G END -ZONES INTERIOR -ZONES
AREA
(S)F) POS. (•) NEG. (-) POS. (•) NEG. (-)
0-20 sr 34.0 42,8 34.0 36.2
20-50 of 325 40b 325 38.1
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> 100 of 30.0 1 355 1 30.0 325 j�}�I I�
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LEGEND PLAN NOTES CONNECTIONS j
CONNECTOR METHOD OF ATTAGI-IMENT END -ZONE COMPONENTS a
(2) 2x6-1 / 2 �° HEADER/BEAM CALL -OUT I) SEE SHEETS 5T1 AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND X CLADDING PRESSURES APPLY SHEET
DETAILS. M5TA18 (14) 106 Commons/Total. TO WINDOWS t DOORS IN
NUMBER OF KING 5TUD5 EACH SIDE OF OPENING M5TA24 (16) 106 Commons!Totai- X HIGHLIGHTED AREAS - TYP.
TTT NUMBER OF JACK STUDS EACH SIDE OF OPENING 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5T48 (48) 106x1-1/2"/Total. THE X DIMENSION ILLUSTRATES
SIZE OF HEADER MATERIAL LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 C5106 (28) Sd or (22) 10-;l Commons/Total. D THE MEA5UREMENT OFF THE
NUMBER OF PLIES IN HEADER PROVIDED BY OTHERS. BUILDERS FIRST 5OUCE OF JACKSONVILLE, INC 5PH4/6/8 (12) 10dxl-1/2". CORNER OF CORNER OF THE HOUSE WHERE
DESIGN CENTER (BFSDC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF MT512 (14) 10d Commons -;r 10dxl-1/2"/Total. HOUSE END -ZONE (NOT INT -ZONE) -
ALL EXTERIOR HEADERS (2nx6-1/2 UNLESS NOTED OTHERWISE THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. PT520 (20) 10d Commons or (24) 106x1-1/2"/Total. (TYP) PRESSURES SHOULD BE USED.
ALL INTERIOR HEADERS 1 (2)2x6-1/2 UNLESS NOTED OTHERWISE LGT2 (14) 16d Sinkers/Ecch to Truss and Stud Column.
PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED DESIGN LOADS MGT (22) 10d Commons to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompanying
IN LIEU OF SPECIFIED HEADER Note on Page 51.
ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH A• GRAVITY LOADS: B. LATERAL LOADS: HGT-2/3 (8) ICd to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51
ROOF LOAD TOP CHORD_LL-20P5F DL=IPSF WIND LOAD - 120 MPP NGT -4 Oro) ICd to Truss • 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51.
SW" SHEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STI BOT CHORD_L.L=IOPSF DL=5PSF • SEISMIC ZONE - 1 HTT16 (IS) 16d Sinkers tc Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying
FLOOR LOAD DL=15 PSF Note on Page 51.
APPROXIMATE WOOD -Tie LOCATION LL=40 PSF HTT22 (32) 16d Sinkers t..) Wood Member - 1/2" dimaei,pr or Larger Threaded Rod per Accompanying
SEE WOOD-Tle SECTION Note on Page Sl.
THIS DOCUMENT IS AN
INSTRUMENT OF
ENGINEER'S SERVICE
FOR OTHERS FOR CON-
STRUCTION OF PROJECT
AS TITLED BELOW.
INFORMATION DERIVED
FROM THIS INSTRUMENT
CAN NOT BE USED FOR
OTHER WORKS UNLESS
AUTHORIZED BY THE
ENGINEER WITHOUT
INFRINGEMENT OF LEGAL
RIGHTS.
E V
DESCRIPTION
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Builders
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6550 Roosevelt Blvd.
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32244
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DATE 3/21/02
JOB NO. J202135
SOFT. 1288
r
HEADER PER STRUCTURAL CJ 1') 511
PLAN OR TRU55 LAYOUT
BUILT-UP OR BOXED COLUMN MAY
(2M5TA24 W/l9)10d /END BE U5ED IN LIEU OF 4x4 OR rox6.
FROM BEAM TO POST
CENTER STRAP s: JOINT USE 4ply 02 5YP QS 5ply 02 SPF 2x4
UN.O. ON STRUCTURAL BUILT-UP COLUMN I.L.O 4x4
PLAN.
USE 5ply •2 5YP QB 5ply 02 SPF 2x6
PT 02 SYP 4x4 POST BUILT-UP COLUMN I.L.O 6x6
-COLUMNS GREATER x
THAN 10' QS THOSE 1LI
SUPPORTING
ENGINEERED WOOD Q U
/ PRODUCT: USE PT -2 O
IC SYP 696 POST. (UN.O.�Q
ONSTRUCTURAL PLAN) r------- ---------------------- -
3
(2) •2 SPF 2x4 9 EA. CORNER
I.L.O. 4x4 POST. (3) 12 SPF p
2x4'5 9 CORNERS DIRECTLY n
POST TO SLAB CONNECTION, BENEATH BEAM WHEN 6x6 IS N
WITH A5U44 OR A13U66 W/ I REO'D.
(12) 16d 4 1/1"0x4 1/4" EMBED: I-IT7I6 4 5/8"0x5 -I/2" / N
EPDXIED ALL TNREAAD �o EMBED EPDXIED J C'
(1) HTT16 4 5/8"0 x 5-1/2" 1 ALL THREAD m •2 5YP LEDGER FASTENED
--___4
-- ---
EMBED EPDXIED ALL It�_-EACH Og TO 16" o/c STUDS w/
_____ _131x3"
THREAD. - y / ALTERNATIVE 45 GUN NAILS m EA STUD
SHOWN ON (TRU55-TO-LEDGER
i STRUCTURAL PLAN. CONNECTOR SPECIFIED
° > " J� , BY TRU55 ENGINEER)
/�// rte' y .-1` •///� ��/\\�\�� : -- BEAM ABOVE
N/
/ 1116" A.P.A. OR
TECO RATED LEDGER 4 CONNETION SCHEDULE (PER TRUSS)
SHEATHING W/FOOTING �• 0.116_ 2x6 w/(5) NAILS m EACH STUD.
PLAN FOR (SEE
DATION i 6`/8"o/c ad
NAILING RV• -117-1241-_2x8 w/(8) NAILS 9 EACH STUD.
- 4 SIDES RV• 1242-1862_2x12 w/(12) NAILS 9 EACH STUD.
TYP_ PORCH POST d I ALT_ BOXED
BEAM FRAMING DETAIL I COLUMN DETAIL TRUSS LEDGER DETAIL
1/2" ■ I'-0"
TRUSS TOP CHORD
HORIZONTAL 2x4 SPF 02
BLOCKING BTWN TRUSS
CONT 2x4 (MAYBE OMITTED IF ll) MSTA18 15 USED
FROM BLOCK -TO BLOCK ACROSS EA. TRUSS)
led 9 6110/c FROM
CONT. 2x4 TO 2x4
BLOCKING
HORIZONTAL 2x4 SPF •2
r2ECTION BLOCKING BTWN TRUSS
ROOF SHEATHING
f CONTINUOUS 2x4 SPF 02 W/ (3)
.131x3" NAILS TO EACH TRUSS
VERTICAL 4 m 6"o/c .131x3"
TRUSS TOP CHORD . / J< NAILS TO INTERMEDIATE
BLOCKING. ADD C1J MSTAIS
STRAP W/ (1) 10d/END m EA.
HEEL/END VERTICAL 0 SPLICE (CONT. 2x4 MAYBE
OF TRU55 OMITTED IF (1) MSTA18 15 USED
FROM BLOCK -TO BLOCK
0 ACROSS EA. TRUSS)
1/16" A.P.A. OR TECO RATED ,LLI
SHEATHING W/ 6"/8"o/c 8d NAILS
- BLOCK ALL PANEL EDGES.
-4 A
TRU55-TO-fE CONNECTOR: DOUBLE TOP P OF WALL
SEE TRU55 SCHEDULE FOR
TYPE (DTL A 4 B / 5TI)
STUDS / SHEAR WALL "
FRAMING PER PLAN
BRACING OF TRUSS HEELS
S 1 COVER 16" TALL) AT SPEAR WALLS
11211 Ill 11.011
R00= SHEATHING �j/�� SUPPORTED EDGE
y NAILING PER PLAN
11 1/4° MAX
BOTTOM CHORD OF TRUSS
(UP TOA 2x121
SHEATH TRUSS CLOSEST TO
INTERIOR WALL W/ 1/16" A.P.A. OR-\ /
TECO RATED SHEATHING W/ ad 9 6"
OR 3" O.C. AT ALL EDGE5 AND 12"
O.C. IN THE FIELD - BLOCK ALL
EDGES (MATCH NAIL PATTERN
SPECIFIED FOR SHTN'G m SW BELOW).
•SHEATHING 9 TRUSS MAY BE
OMITTED ONLY IF SHEAR WALL 15
5W OR SW- DESIGNATION AND 2x
CONNECTOR BTWN 5HEARWALL 4
TRU55 > 2x SHEARWALL LENGTH.
SHEARWALL (SHEATHING
CONNECTORS PER PLAN4
NO. 2 5YP 2x CONT. TO TRUSS 4
TOP PLATE W/ .131x3" - MATCH
EDGE NAILING SPACING OF
SHEARWALL SHEATHING
(EITHER 6"o/c OR 3"o/c).
EDGE OF 2x NEED NOT BE
FLU514 W/ EDGE OF TOP fE.
NOTE:
THIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE
SHEAR WALL RUN5 PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO
CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK.
ALTERNATE INTERIOR SPEARWALL FRAMING
WOOD -TIE ROD FROM ABOVE,
SECURED TO BEAM VIA HTTI(o W/
(18)16d NAILS, MIN.
WOOD•TIE ROD THROUGH
CENTERLINEOF BEAM W/
3x3x1/8" WASHER 4 NUT.
BEAM SECURED VIA WOOD -TIE ROD 4
(1) HT7I6 W/ (18)16d (MAY BE ROTATED
180' TO CONCEAL FLANGE)
WOOD BEAM
WOOD-TIETBEAM CONNECTION ALTERNATIVES
112
(3) ROWS OF led NAILS m
ry �c • ry • (1) ROW OF 10d NAILS
4" O.C. STAGGERED, 1 m ry SHOWN, EA PY•D AS
(U ROW OF led NAILS 9 6" O.C. ' I/4" OFF OF 2x6. ~
STAGGERED, WITHIN 3/4" OF 15/8"
CENTERLINE OF 2x4
2 1n ^ • � i°
Y
P
I Imo" . • d.
ST1
112 SPF OR SYP 2x<o
BUILT-UP COLUMN
"2 5PF OR SYP 2x•] PLATE HGTS. UP TO Iro'-1 1/5" °.2 SPF OR 5YP2x8
BUILT-UP COLUMN BUILT-UP COLUMN
PLATE HGTS. UP TO I2'-1 1/6„ SESTRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. PLATE HGTS. UP TO 20'-111FASTEN WALL 5HEATHINIG-TO-POST W/ MIN ad's m
12" O/C OR GYPSUM -TO -POST W/ MIN 5d's 9 4' O/C
*TYPICAL CONNECTIONS m STU
COLUMNS. JACK -TO -KING STUD D MULTIPLE PLY POST CONNECTIONS
ASSEMBLIES. CORNIER POST, ETC. 1/211 a 1'-0"
BLOCK SHEATHING EDGES
WITHIN 4' OF GABLE TRU55
/ TRU5SE5/RAFTER5-
CEILING HEIGHT v
PURLIN BOTTOM CHORD OF
ALL TRU55ES WITH Ix4 5YP
PERPINDICULAR TO
TRUSSES m 24" O/C w/ (3)
10d NAILS AT EACH TRU65 -
UMO.
OVERHANGS IN EXCESS OF 16" AND UP TO 24"
USE 2x4 5YP OUT LOOKER AT 16"o/c CLIP TO
DBL. TOP PL. WITH (2)145 W/ (8)8d. OVERHANGS
16" OR LESS USE 2x4 5YP OUTLOOKER AT 24"
o/c WITH (1)145 W/ (8)8d
FASTEN SHEATHING TO FRAMING AT 3" o/c
ON EDGES, 6" o/c IN FIELD W/ ad.
• TYPICAL WALL
CONNECTIONS: 112 -
TO -STUD,
STUD -TO -SHOE,
SHOE -TO -FOUNDATION
1/2" GYP
A.PA RATED SHEATHING TO
MATCH ROOF SHEATHING
2x 02 SYP DBL .TOP PL. (SLOPED)
1/16" APA. RATED SHEATHING WITH
8d NAILS m 6" o/c ALONG ALL PANEL
EDGES AND 8" o/c IN FIELD. BLOCK
ALL EDGES (CONTINUE STUDS 4 SHEATHING
FOUND TO UNDERSIDE OF OUTLOOKER5)
SHEATHING TO BE ORIENTED PERPINDICULAR
TO FRAMING MEMBERS, U.N.O.
M5TA24 W/ (9) led
NAILS/END 9 EA. SIDE OF
EA. STUD ABOVE
HEADER 4 JACKS TO
HEADER
PEAK- TO 11': 2x4 STUDS
TO 14': 2x6 SPF02
TO 16': 2x6 SYP"2
E 16': 2x8 5YP12
GABLE END BALLOON FRAMING DETAIL
N TRADITIONAL METAL CONNECTORS WOOD,Tie ANCHORING RODS
ST1 TYPICAL GARAGE DOOR OPENING DETAIL
M5TA24 W/ (9) 104/END,4r, ON STUD
(2)2x4 02 SYP
BLOCKING (TYP)
ALL FRAMING MATERIAL TO BE
02 SYP EXCEPT AS NOTED. 02 SPF
MAY BE USED I.L.O.• 2 5YP ONLY
IF BOTI-I SIDES OF FRAMING IS
SHEATHED.
NAIL THROUGH A.P.A. RATED SHEATHING
INTO NO. 2 SYP FRAMING W/ 86 AT 3"
O.G. AT ALL EDGES AND INTO EACH PLY
OF EACH DOUBLE INTERIOR PLATE, 12"
O.G. ELSEWHERE.
FOR OTHER UPLIFT HARDWARE
AND CONNECTIONS, SEE TYPICAL
WALL SECTION AND TYPICAL
HEADER FRAMING DETAIL.
AT DOUBLE INTERIOR
SILLS/PLATE5/15LOCKING, NAIL
FIRST PLATE TO SECOND PLATE W/
(2) ROWS 12d COMMONS AT 8" O.C.
SIDE PANEL HEIGHT TO
WIDTH REQUIREMENTS
h (Ft) MIN. w
2x4 02 SYP OUTLOOKER
2'-1"
6'
1'-81/2"
,OVERHANGS < I6" 9 24"o/c W/ (I) H5 9 EACH
TO TYP. WALL SECTION (A/STI 4
4'
1'-21/2"
OUTLOOKER TO TOP CHORD OF GABLE TRU55
(1) 1416/NI6S Ul/ (10) 104 x I-1/1" TO TOP PL.
0-1000
USED IN LIEU OF ANY SPECIFIED
-OVERHANGS 16" > 24" 9 16"o/c W/ (2) H5 m EAC
EACH TRUSS - UN.O.
HOLD-DOWN.
BLOCK SHEATHING EDGESOUTLOOKER
TO TOP CHORD OF GABLE TRU55
IrIELD
1-5TORY
WITHIN 4' OF GABLE TRU55
ORIENTED PERPINDICULAR TO
SHALL BE 1/16" A.P.A. RATED
SPI -14/6/8 9 32"O/C QS
Nk
— FASTEN SHEATHING TO FRAMING
5W
6
8
AT 3"/6" O.G. W/ ad NAILS.
STRAP
8" O.G. IN FIELD (TYP-UN.O.).
(4) .131x3" I OE OL2 END
A.P.A. OR TECO RATED
(2) SPI -141618 W/ 1/2"0 x
NAILS m CH
SHEATHING TO MATCH
ORIENTED PERPINDICULAR TO
OUTLOOK R TO TOP e.
ROOF SHEATHING
F INC MEMBE
ANCHORS 4E EPDXIED ALL
GABLE TOP CHORD
ALL THREAD 4 3x3x1/8"
2x L -BRACE ON GABLE VERTICAL5 AS
WASHER WITHIN 3" OF
SPECIFIED BY TRUSS MANOR (MIN. 2x4 •2
/
STUDS/SPN4/6/8. '
5PF W/ 6"o/c .131x3" NAILS m MAX 24"o/c).
5Wl
3
GABLE TRUSS
3)C516
2x4 -B GING T MI P D T
CLIP END OF LATERAL BRACE TO GABLE
ja
EMBED EPDXIED ALL
STRAPS
BOTTOM CHORD WITH (2) 145 CLIPS.
A R FAINT OF AB E X'
THREAD.
B CE5 INIWAR IN. 8' < AT H EA
GABLE BOTTOM CHORD TO TOP B W/ MSTA15
DJACENT TRUS 5 W/ (3) .131x3" NA
STRAP W/ (1) 10d/END 9 48"o/c OR .13lx3" TOE
SW2
MAX "X"
INS S AGING:
NAILS TO TOP f2 m 3"o/c-STAGGERE0 AS REQ'D.
TRAPS
< 4/12 PITC - 8'o/c
4/12 < 1/12
I CH - 6'o/c
1/16" A.PA. OR TECO RATED SHEATHING W/ ad NAILS
> 1/12 PITC - 4'o/c
9 (o" O.C. ALONG ALL PANEL EDGES AND 8" O.C. IN
FIELD. BLOCK ALL EDGES (CONTINUE SHEATHING
TO MIDPOINT OF GABLE BOTTOM CHORD)
2x4 "2 SYP LATERAL BRACE AT 48"o/c.
IF FIRST OUTLOOKER IS MORE
THAN 32", FROM FASCIA, USE
(3) .131x3" NAILS THROUGH BRACE INTO
(2)2x4'5 9 FIRST OUTLO R ONLY
EACH TRUSS BOTTOM CHORD. EXTEND
BRACE TO FOURTH INTERIOR TRUSS.
31'
MSTAIS STRAP 9
\F -7
48"o/c Og .131x3"
TOE NAILS
GABLE END BRACING DETAIL
HEADER (SIZE
PER CALLOUT ON
SPH4/6/8 PLATE
STRUCTURAL
II I
CONNECTORS NOT REQ'D
(2) 5PN4/6/8
PLAN) OR TRU55
II
IF APA/TECO RATED
LAYOUT IF SYS 42.
SHEATHING 15 NAILED
CORNER OF
II II
INTO TOP fE ASSEMBLY 4
HEADER W/ (1) ROW OF
GARAGE
SPH4/6/8 m 321lo/c
II II
3"o/, ad NAIL.
IN THE EVENT THE CONCRETE
9 TOP 12 TO HDR.
l2) M5TA24 W/
II II
CONTRACTOR OMITS THE
(5)10d/END/STRA1` 9 EA
CORNER OF
GARAGE
NPAHD22 EMBEDDED
END OF HEADER UN.O_
II II
STRAPS, IT 15 ACCEPTABLE
TO SU55TITUTE (1) MBT48
II II
SERIES FLAT STRAP PER
WALL SHEATHING SHALL BE 1/16"
•SHEATHING NEED ONLY
NPAHD22. FACE MOUNT THE
A.PA RATED SHEATHING WITH 8d
I) II
COVER LOWER R OF TOP t?
ASSEMBLY IF:
STRAP TO THE FOUNDATION
NAILS AT 3" O.G. AT ALL PANEL
WITH EITHER (4) 1/2"0EDGE5
AND 8" O.G. IN FIELD
II II
A) fE ARE PROPERLY
EPDXIED ALL THREADS W/
(TYP-UNA.). SHEATHING PANELS
FAILED TOGETHER
41/4" MIN. EMBEDMENT OR
SHOULD BE ORIENTED
II II
B) TRUSS CLIPS/STRAPS
(16) 3/16"0x 13/4" TAPCON
PERPINDICULAR TO FRAMING
"
ARE ATTACH TO BOTH 12'5
ANCHORS. FASTEN STRAP TO
MEMBERS, U.N.O.
II II
STUDS W/ (20)164.
JACKS PER PLAN
II II
MIN. 3 KING STUDS EACH
1.1
II II
SIDE OF OPENING WHEN
NPAHD22 W/ (23)19;d TO
U51NG 2x(b FRAMING, 5 KING
STUD A56MEBLY (2)
STUDS EACH SIDE WHEN
PER SIDE OF OPENING
USING 2x4 FRAMING UN.O_
II II
WOOD -Tie ROD
1/2" ANCHOR BOLT AS
II II
(2" MAX. FROM
PER TYP. WALL SECTION.
JACK/5TUD5)
-HPAHD22 NOT REQ'D
4" SLAB W/8"x8" THICK-
II II
m THIS LOCATION IF
ENED EDGE W/(IY4
"
WALL LENGTH > 48'
-
CONT. UNDER DOOR
(SEE DETAIL 6/ST2)
FIN154
_
GRADE _III-III—III-1
III -I I IJ I IJ I I—hI'=
N TRADITIONAL METAL CONNECTORS WOOD,Tie ANCHORING RODS
ST1 TYPICAL GARAGE DOOR OPENING DETAIL
M5TA24 W/ (9) 104/END,4r, ON STUD
(2)2x4 02 SYP
BLOCKING (TYP)
ALL FRAMING MATERIAL TO BE
02 SYP EXCEPT AS NOTED. 02 SPF
MAY BE USED I.L.O.• 2 5YP ONLY
IF BOTI-I SIDES OF FRAMING IS
SHEATHED.
NAIL THROUGH A.P.A. RATED SHEATHING
INTO NO. 2 SYP FRAMING W/ 86 AT 3"
O.G. AT ALL EDGES AND INTO EACH PLY
OF EACH DOUBLE INTERIOR PLATE, 12"
O.G. ELSEWHERE.
FOR OTHER UPLIFT HARDWARE
AND CONNECTIONS, SEE TYPICAL
WALL SECTION AND TYPICAL
HEADER FRAMING DETAIL.
AT DOUBLE INTERIOR
SILLS/PLATE5/15LOCKING, NAIL
FIRST PLATE TO SECOND PLATE W/
(2) ROWS 12d COMMONS AT 8" O.C.
SIDE PANEL HEIGHT TO
WIDTH REQUIREMENTS
h (Ft) MIN. w
l'
2'-1"
6'
1'-81/2"
5'
TO TYP. WALL SECTION (A/STI 4
4'
1'-21/2"
HTT22 W/ 5/8"0 ALL
SEE TYPICAL WALL SECTION) I
THREAD (5 1/2"
EMBEDMENT) (TYP)
6W5 -/SPECIAL SPEARWALL DETAIL
1121 A I' -On
h�
UPLIFT5 >
1000 SEE
STRUCTURAL
PLAN.
8d COMMON
HOLD DOWN 9 ENDS IN ADDITION
0-145 (1) PS W/ (5) 104 x_I_I/2"/ENP -
NAILING
TO TYP. WALL SECTION (A/STI 4
(2) Pb W/ (5) 10d x 1-1/2"/END/EA.
o
5/5TU. WOOD -TIE ROD MAY BE
(1) 1416/NI6S Ul/ (10) 104 x I-1/1" TO TOP PL.
0-1000
USED IN LIEU OF ANY SPECIFIED
_
EACH TRUSS - UN.O.
HOLD-DOWN.
SPF STUDS
EDGE
IrIELD
1-5TORY
2 -STORY
ORIENTED PERPINDICULAR TO
SHALL BE 1/16" A.P.A. RATED
SPI -14/6/8 9 32"O/C QS
WALLS > 15' LONG: NONE
I>v516
5W
6
8
REQ'Dt WALLS < 15' LONG:
STRAP
8" O.G. IN FIELD (TYP-UN.O.).
316102
9 32" O/C of WOOD -Tie RODS 9 6'
(2) SPI -141618 W/ 1/2"0 x
O/C W/ 3x3xl/8" WASHERS.
ORIENTED PERPINDICULAR TO
1/2"d x 4-1/2" EMBEDMENT WEDGE
4-1/2" EMBED EPDXIED
F INC MEMBE
ANCHORS 4E EPDXIED ALL
ALL THREAD 4 3x3x1/8"
WASHER WITHIN 3" OF
/
STUDS/SPN4/6/8. '
5Wl
3
(IR=TT22 W/ 5/8"0 x 5-1/2"
3)C516
ja
EMBED EPDXIED ALL
STRAPS
iis: �iiiiiIriiiiiiiiiiAviiIVAMrA
THREAD.
•5W1 4 50 SHEAR WALL5 REQUIRE MIN. 48" OVERLAPS
W/ MIN. (24).131x3" NAILS 9 TOP PLATE 6PLICE5 OR (2)
M5TA24'6 W/ (9) 10d/END, CENTERED ON EACH SPLICE.
NAIL THROUGH A.PA OR TECO RATED SHEATHING
INTO NO. 2 SPF FRAMING PER SHEAR
WALL TABLE.
7
SHEAR WALL
UPLIFT5 >
1000 SEE
STRUCTURAL
PLAN.
8d COMMON
HOLD DOWN 9 ENDS IN ADDITION
0-145 (1) PS W/ (5) 104 x_I_I/2"/ENP -
NAILING
TO TYP. WALL SECTION (A/STI 4
(2) Pb W/ (5) 10d x 1-1/2"/END/EA.
SPACING
5/5TU. WOOD -TIE ROD MAY BE
(1) 1416/NI6S Ul/ (10) 104 x I-1/1" TO TOP PL.
0-1000
USED IN LIEU OF ANY SPECIFIED
_
EACH TRUSS - UN.O.
HOLD-DOWN.
SPF STUDS
EDGE
IrIELD
1-5TORY
2 -STORY
ORIENTED PERPINDICULAR TO
SHALL BE 1/16" A.P.A. RATED
SPI -14/6/8 9 32"O/C QS
WALLS > 15' LONG: NONE
I>v516
5W
6
8
REQ'Dt WALLS < 15' LONG:
STRAP
8" O.G. IN FIELD (TYP-UN.O.).
316102
9 32" O/C of WOOD -Tie RODS 9 6'
(2) SPI -141618 W/ 1/2"0 x
O/C W/ 3x3xl/8" WASHERS.
ORIENTED PERPINDICULAR TO
1/2"d x 4-1/2" EMBEDMENT WEDGE
4-1/2" EMBED EPDXIED
F INC MEMBE
ANCHORS 4E EPDXIED ALL
ALL THREAD 4 3x3x1/8"
WASHER WITHIN 3" OF
STUDS/SPN4/6/8. '
5Wl
3
(IR=TT22 W/ 5/8"0 x 5-1/2"
3)C516
ja
EMBED EPDXIED ALL
STRAPS
THREAD.
(2)5P144/6/8 W/ 1/2"0 x 4-1/4'
2 516
SW2
3
8
EMBED EPDXIED ALL
TRAPS
THREAD W/ 3x3xl/8"
WASHER
NOTES:
1) 5/1(o' WARDI-PANEL 15 PERMITTED AS SUBSTITUTION
FOR RATED SHEATHING ON EXTERIOR
WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN.
2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY
IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL
D/5TI.
3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH
SHEAR WALL ASSEMBLY DETAIL NPAHD22 UJ/(23,1&d
E
TRUSS -TO -IE AND -�
fE-TO-STUD CONNECTOR
SCHEDULE FOR SPACING
CONNECTOR (5HEET STI)
ALL JACKS TO HEADER:
MSTAI8 W/((o)10d IN
HEADER, (61I0d IN JACK
FASTEN ADJACENT KINGS
AND JACKS LLV (2) ROWS -
OF led 9 VOL.
ALL JACKS TO BOTTOM
10-: 51-P4/(o/8 PER JACK
HEADER F
STRUCTUR/
PLAN
JACK AND KING 5
QUANTITY PER CA
ON STRUCTURAL F
FOOTING (5E'
TYP FOUNDA
DETAILS)
(4)10d m KING
STUD -TO -HEADER,
EACH END AND
EACH PLY.
P.A. OR TECO RATED
HEATHING W/ (1) ROW OF
d NAILS 3" O.C. AT TOP
NTO IE'5) ANP BOTTOM
NTO HEADER). NO SPH'S
EQUIIRED.
ASTEN ADJACENT
:lNGS AND JACKS W/ (2)
:OWS OF led 9 8"Oc.
)OD -TIE ROD ADJACENT
KING STUDS EACH SIDE
OPENING > 6'-0"
7PENINGS GREATER THAN
�' USE 1/2"0 OR 3/8"0
ANCHORS AT 48" O.C. OR
14"0 TAPCONS AT 32" O.C.
TRADITIONAL METAL CONNECTORS WOOD•Tie ANCHORING RODS
TYPICAL OPENING FRAMING DETAIL - LIN -0
511
1/16" A.P.A. OR TECO RATED
SHEATHING ON ROOF DECK
WITH ad NAILS AT 4" O.C. AT
ALL 5UPPORTED PANEL
EDGES AND 8" O.C. IN FIELD.
(6) 1-1/4" GALV. ROOFING
NAILS m EACH SHINGLE TO
SHEATINS
APPROVED TRUSS -TO -IB CONNECTORS
UPLIFT5 >
1000 SEE
STRUCTURAL
PLAN.
UPLIFT
UPLIFT (LBS) CONNECTION _
0-465 !IJ 145 W/ (4) Sd%E1lD �-
0-145 (1) PS W/ (5) 104 x_I_I/2"/ENP -
465-930 !2) 145 W/ (4) 8d/END/EA.
---745-100q_
(2) Pb W/ (5) 10d x 1-1/2"/END/EA.
2x4 02 SYP STUDS 9 12" O/C
2x6 02 SPF STUDS m 16" O/C
0-1000
(1) 1416/NI6S Ul/ (10) 104 x I-1/1" TO TOP PL.
0-1000
(1) MT512 W1 (1) led x 1-1/2 VEND
_
__ STUD WALL SPECIFICATIONS_
M HT. (FT)
STUD SCHEDULE
0 -V -I 1/8"
2x4 02 SPF 5TUD5 9 16" O/C
0-101-11/81,
_
2x4 "2 SPF STUDS a 12" O/C
PRE-ENGINEERED ROOF
2x4 02 SYP STUDS 9 12" O/C
2x6 02 SPF STUDS m 16" O/C
_
0 T2�T f%Bn
2x6 '2 SPF 5T'UDS 9 16" O/C
RAFTER -TO -12 CONNECTORS
LENGTH
PURLIN BOTTOM CHORD OF ALL
TRU55-TO-f2 CONNECTOR SEE
(U H5,H8,H16, Og MT512
TRUSSES WITH Ix4 5YP
TRUSS SCHEDULE FOR
PRE-ENGINEERED ROOF
PERPINDICULAR9
4 ROIGDICU
CONNECTOR
TRU55 OR RAFTER
wl 3A0dOAIRLS ATS
— 2x6 "2 SP STUDS a W- old
EACH TRUSS - UN.O.
O.G. AT ALL PANEL EDGES AND
SPF STUDS
8" O.C. IN FIELD (TYP-UN.O.).
SHEATHING PANELS SHOULD BE
ALL EXTERIOR WALL SHEATHING
RW
ORIENTED PERPINDICULAR TO
SHALL BE 1/16" A.P.A. RATED
SPI -14/6/8 9 32"O/C QS
(2) 2x4 02 SYP TOP le. FAS EN lW
SHEATHING WITH Sd NAILS AT 6"
WOOD -Tie RODS 9 4' O/C
(2) ROWS led 9 12" O.C. (UNA.) MIN.
OG. AT ALL PANEL EDGES AND
w/ 3x3xI/8" WASHERS.
24" LAP W/ (12)10d IN LAP. SP144/6/8
8" O.G. IN FIELD (TYP-UN.O.).
316102
9 32" O/C of WOOD -Tie RODS 9 6'
SHEATHING PANELS SHOULD BE
O/C W/ 3x3xl/8" WASHERS.
ORIENTED PERPINDICULAR TO
1/2"d x 4-1/2" EMBEDMENT WEDGE
TRU55
F INC MEMBE
ANCHORS 4E EPDXIED ALL
RAFTER -TO -12 CONNECTORS
LENGTH
CONNECTOR
0-465 CU H5 W/ (4) 8d/END
(U H5,H8,H16, Og MT512
_-0-1'
'1'- 14
(2J HS'S Og H8'5 QS
(1) 1416 MT5I2
> 14'
SEE PLAN
RAM RS IF EXTERIOR THREADS 9 32"o/c W/ 2x2x1/8"
FINISH 15 STUCCO, UN.O. WASHERS OR WOOD -Tie RODS 9
02 SYP PT BOTTOM IE w/ 4"o/c. WOOD -Tie RODS 9
SPH4/6/8 m 32" O/C Og INTERIOR 5HEARWALLS ADD
WOOD-T1e RODS 9 6' O/C. EITHER 24"o/c SHOT PINS QE 16d
1/2"0x1" EMBED A.B. w/2"x2"x1/8" WASH CASE HARD NAILS m 18"o/c.
AT 32" o/c OR 112'0 WOOD -Tie RODS 9
6' O/C W/ EITHER SHOT PINS 9 24" O/G 02 SYP PT BOTTOM IE
OR 16d CASE NARDS 9 18" O/C.
JACKS 1' AND SHORTER MAY
USE (4) 104 IN LIEU OF ____-__._ __._--
TRUSS-TO-IE CONNECTION i0 • v
a f • e e
PII ° 6 x 6 - WIA x WIA WUF •° -ALL CONCRETE MINIMUM
FINISH '' � �Z e':\'e OR FIBERMESN -1I -) 2500 P51 COMPRESSIVE
GRADE WATERPROOF BARRIER -1 _II STRENGTH 9 28 DAYS.-
• FOOTING TO BEAR ON UND15TURBED 501L
NOTE: MASONRY STEMW,4LL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED, WITHIN 8" or -
BEARING WALL END5 AND WITHIN 8" OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR
A REINFORCING AND DIMENSIONING OF FOOTINGS.
sT1 TYPICAL WALL SECTION
I 11211 m V.011
_ APPROVED TRU5S-TO-1@ CONNECTORS
UPLIFTS >
1000 SEE
STRUCTURAL
PLAN.
UPLIFT (LBS) CONNECTION
0-465 CU H5 W/ (4) 8d/END
0^145 CU HS W/ (5) led x 11/2"/END
_
465-930 _ (2) H5 W/ (4) _8d/END/_EA;
145-1000 (2) HS W/ (5) 10d x 1-1/2VEND/EA.
0-1000 (1) H16/NI65 IU/ (10) 104 x 1-1/2" Lo TOP PL.
0-1000 (1) MT512 W/ (1) led xx 1-1/2"/END
1/16" A.P.A. OR TECO RATED
SHEATHING ON ROOF DECK
WITH ad NAILS AT 4" O.G. AT
ALL SUPPORTED PANEL
EDGES AND 8" O.G. IN FIELD,
(6) 1-1/4" GALV. ROOFING
NAILS 9 EACH SHINGLE TO
SHEAT ING
TRU55-TO-1E CONNECTOR SEE
TRUSS SCHEDULE FOR
CONNECTOR
RAFTER-TO-fL' CONNECTOR5-TO�CONNECTOR55
LENGTH
CONNECTOR
0-1'
(1) H5,H8,HI6, Q$ MT512
---
1'-14'
(2) H5'S QE H8'5 QB
-
(1) N16 QS MT512
> 14'
5EE PLAN
JACKS 1' AND SHORTER MAY I
USE (4) led IN LIEU OF
TRUSS-TO-fe CONNECTION
STUD WALLS WITH BRICK VENEER
OPTION: SECURE BRICK VENEER
TO WOOD FRAME w/ GALV. TIES m
16"o/c HORIZONTAL 4 32"o/c
VERTICAL
NAIL SHEATHING TO BOTTOM fl:
AND BAND BOARD PER REQ'D
SHEAR WALL EDGE NAILING.
STRAP ACROSS JOINTS IN —
BAND BOARD W/ (IMSTA24
W/ (9) led NAILS / END
NAIL SHEATHING TO TOP B
PER REQ'D SHEAR WALL
EDGE NAILING
PRE-ENGINEERED
TRU55 OR RAFTER
_ STUD WALL SPECIFICATIONS
t{' HT. (FT)
_
STUD SCHEDULE
CONNECTORS, CLIPS,
4,13'5 ANP/0 R WOOD -Tic
RODS ARE NOT REQ'D
9 INTERIOR BEARING
2x4 '2 SPF STUDS 9 16" O/C
0-10'-I 1/e"
•2_5FF STUDS 9 12" O/C�
0 -II' -I 1/8"
_-2x4
2x4 $2 SYP STUDS 9 12" O/C
ONLY FLOOR LOADS.
ALL EXTERIOR WALL SHEATHING
SHALL BE 1/16" A.P.A. RATED
2x6 02 5PF STUDS 9 16" O/C
0-(211 1% "
— 2x6 "2 SP STUDS a W- old
(2) • 2 5YP TOP IE. FASTEN W/ (2)
ROWS loci 12"o/c (UN.O.) MIN. 24" L
W/ (12)10d IN LAP.
6PH4/6/8 9 32 "o/c
OR WOOD -Tie
RODS W/ 3"x3"x118"
WASHER m 6"o/c
A.P.A. OR TECO RATED
SHEATHING OVER SPF STUDS
"2 SYP BOTTOM 12 W/ (2) ROWS OF loci
NAILS 0 12110/c, STAGGERED.
- 3/4" T4G PLYWOOD -
6"16"o/c loci NAILS 4 GLUE
W/ LIQUID NAIL OR EQUAL.
PURLIN BOTTOM
CHORD OF ALL
TRUSSES WITH 1x4
5YP
PERPINDICULAR
TO TRUSSES 9 24"
O/C w/ (3) loci
NAILS AT EACH
TRUSS - UN.O.
5PH4/6/8 9 32"o/c OR
WOOD•Tfe RODS W/
3"x3"x1/8" WASHER 9 4"o/c
5PF STUDS
T45 DOCUMENT 15 AN
INSTRUI" LENT OF
ENGINEER'S SERvICE
FOR OTHERS FOR CON-
5TRUCTION OF PROJECT
AS TITLED BELOW.
INFORMATION DERIVED
FROM TI415 INSTRUMENT
CAN NOT BE USED FOR
OTHER WORKS UNLESS
AUTHORIZED BY TI -4E
ENCsINEER WITHOUT
INFRINGEMENT OF LEGAL
RICxNTS.
EV DESCRIPTION
1 SAM 3.4.02
2 -
3 -
4 -
Builders
Fi rstSou rce
OfJacksonville
DesignCenter,lnc.
.................
550 Roosevelt Blvd
Jacksonville, Florida
32244
Tel 1304,712-6100
Fax 904311-2835
LU
LH
u—u
!Lll-1
c�
'STRAPPING, f2
� ---
CONNECTORS, CLIPS,
4,13'5 ANP/0 R WOOD -Tic
RODS ARE NOT REQ'D
9 INTERIOR BEARING
\➢J
WALLS SUPPORTINGd
ONLY FLOOR LOADS.
ALL EXTERIOR WALL SHEATHING
SHALL BE 1/16" A.P.A. RATED
<1 II
SHEATHING WITH 8d NAILS AT 6"
O.G. AT ALL PANEL EDGES AND
8" O.C. IN FIELD (TYP-UN.O.).
SHEATHING PANELS SHOULD BE
DRAWN
RW
ORIENTED PERPINDICULAR TO
FRAMING MEMBERS IF EXTERIOR
FINISH 15 STUCCO, U.N.O.
CHECKED
LAP
SCALE
NOTED
USE 48" STRAPS I.L.O.
SPECIFIED 40" STRAPS
DATE
316102
IF LOOR DEPTH M f6"
(NOT REQ'D WHEN USING
WOOD -TIE RODS)
JOB NO.
STANDARD
TRU55
DETAILS
ATTACH 2ND FLOOR STUDS TO
FLOOR TRUSS OR I -JOISTS '
15T FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOWER
BEAM W/ 40" LENGTH (48" IF FLOOR STUDS OR LOWER FLOOR
FLOOR DEPTH M 16") OF CSI (2) • 2 5YP TOP 1E. BEAM WITH 40" LENGTH OF 0516
STRAPS 9 32" O/C W/ (ll) 10 FASTEN W/ (2) ROWS loci CENTERED ON FLOOR SPPING YSTEM
d/END (CENTERED ON FLOOR SPF STUDS 12 "o/c W/ MIN. (12) led IN
SYSTEM) OR USE WOOD -Tie LAP (UN.O.) MIN. 24" LAP PS WOOD Tie RODS m 4'o/c. �•. / ,A f
RODS 9 6' O/C (4' O/G m
INTERIOR WALLS). CONTINUE 5PF STUDS
QUANTITY/51ZE/GRA0E/5PECIE5 A.P.A. OR TECO RATED
SHEATHING OVER SPF STUDS
OF STUD COLUMN SPECIFICATION C+.�
ON STRUCTURAL SHEET (51 OR •2 SYP PT BOTTOM IE w/ SPN4/6/8 m
I/2"0 x 4-1/2" EMBEDMENT WEDGE •`_ 'i�v}� • °"
52) THROUGH FLOOR SYSTEM TO V r. ✓ r '• _.
32"o/c OR WOOD Tie RODS m 6'o/c. ANCHORS QE EPDXIED ALL ' *• a
FOUNDATION AND ADD (I) (516
THREADS m 32"o/c W/ 2x2x1/8" i 'at- "!� • '� [i-`� Q.
PER PLY ACROSS FLOOR WASHERSOR WOOD -Tie RODS 9 �, l; ST i, -4
SYSTEM (OR WOOD -Tie RODS �.� :•
i
CONT. TO FOUNDATION). 1/2"0x1.B
" EMBED A. w4"o/c. WOOD-Tfe RODS 9
/2"x2"x1/8" '.2".
,�°�i,� x -T •: �'`
INTERIOR. 5HEARWALLS ADD C1r/! ' •
WASHER AT 32"c/c OR 1/2"0 WOOD -Tie �� • � �
RODS 9 ASE A SHOT PINS c 24"o/c EITHECA5EN HARDc SHOT NAILS
-m 15 o/QS 164
OR 164 CASE NARDS m IS"o/c.
I 1
---------
- • _
° .t • 'Q
FINISH 6 x 6 - WIA x WIA WWF •°
GRAD ° OR FIBERMESH IL
_ > ° • WATERPROOF - -1 *ALL CONCRETE MINIMUM
BARRIER 2500 P51 COMFRE551VE
FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH m 28 DAYS.,
NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS
(IF USED) WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING
WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS.
B
MULTI -STORY TYPICAL WALL SECTION
STRUCTURAL GENERAL NOTES -
e
CODES,
200tt FLORIDA BUILDING CODE (FBC)
ASCE 1-98
1991 NDS
GENERAL-.
0
a
A. Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time.
5 -Do not scale. Use dimensions from the architectural plan. Notify engineer immediately If discrepancies are found between plans.
C. All details shall be in accordance with instructions from manufacturer or•designer. ,
D All temporary shoring shall be the responsibility of the contractor.
FOUNDATION- -
A, This design has been completed in"accordance with pertinent standards, recommended design soil parameters, and accepted
engineering design procedures, and is based on the best information available at the time of completion. The design is intended
to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized
that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised too
maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and
finish work above the floor slabs, etc.
MDesign has been based on a non -expansive soil with an allowable soil bearing capacity of 244D psi'. Active EFP- 30 pcf (level backsiope).
C Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor
system above or adequately braced to prevent damage to the wall.
O.Refer to the Geotechnical Engineer's report for all soil requirements for this site.
E -All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall.
F. The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items
are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation
configuration unless stated specifically on the drawings.
CONCRETE:
A. Detail reinforcement in accordance with ACI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover for reinforcement
shall be as follows:
1) Concrete cast against earth 3"
2) Formed concrete exposed to earth or weather 1-1/2"
3) Interior slabs, walls 3/4"
M Minimum compressive design strength of concrete used for foundations and slabs sha It be .25W psi m 28 days.
C Reinforcing steel shall conform to ASTM A615, grade 40.
D -Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used.
Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20".
E, All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing,
and testing shall be done in accordance with the requirements and application of AGI 301-84 (85), "Specifications for Structural Concrete".
WOOD:
A. Framing lumber shall be as follows or better:
2 x Rafters/Beams/Joists 02 SYP IS% M.G.
I -Joists Provided by TrusJolst, or equivalent.
Engineered Beams Provided by TrusJoist, or equivalent.
Plates 02 SYP IS% M.C.
Studs 02 5PF IS% M.C. - Typical - Unless Noted Otherwise
Stud Grade SPF 1996 M.C. (2x4 up to 8'-1 1/8", one story residence only except partially enclosed structures)
M All nails shall be type 'Comr4n' unless noted otherwise. Options to using common nails are as follows:
12d=10d=0.131"x3" Gun Nails
Sd=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by i/3. I.E.: 86 is 6"/12"o/c becomes
.0999"x2 1/4" 9 4"/8"o/c.)
C.Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE
and/or 199-i ND5
referenced above. All sheathing must be nailed or screwed 4 adhAlves SHALL NOT be used in place OF nailing.
0 -Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu OF
specified components.
E.AII exterior walls to be sheathed with min. 1/16" O.S.B. with ad m 6" o.c. along panel edges, 12" o.c. in field (8" with partially enclosed
structures), except as noted on Structural plan.
F.Engineeredcomponets (trusses, I -Joist, etc.) shall be installed per manufacturers specifications 4 directios.
Co. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced pL6r HIB -91 spaced not more than 16 feet o.c. and
not more than 4' from end of continuous lateral brace.
STEEL:
A. Detail, fabricate, and erect steel according to AISC
"Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition.
M 5tructura I steel shall be:
Except as below A5T•M A36
Pipe ASTM A53, Type E or S, Gr. oB .
Tube ASTM A500 '
C, All bolts shall be A30'1 unless noted otherwise.
D All welding shall be by a certified welder.
MASONRY -
A, Concrete block shall have a minimum compressive strength, f'm of ISm pSE Masonry shall be laid up using type S mortar only.
Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength OF 3OW p E
M All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the
ACI Manual of Standard Practice.
G,Lap all vertical reinforcing a minimum of 20".
D Provide horizontal joint reinforcing at 16" oc. vertically. Reinforcing wire shall conform to ASTM .482 and ASTM Al6i TYPE 304.
D
-L
n
0
e
0
4" GONG SLAB W/ 6X&XI0/10 WWF ISLOPE 3/4" X 12"
OVER 6 MIL VAPOR BARRIER OVER AT GARAGE DOOR
o CLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT
VARIES
_ _ _ _ �' • _ 4" CONC SLAB W/ 6X6Xi0/10 WWF
=_=)1 I I OVER 6 MIL VAPOR BARRIER OVER
=1 111" IIII _ ' �' ' -1 I I I=1 I I I= GLEAN, WELL COMPACTED, TREATED FILL
IIII�IIII=1111- ____ IIII-1111=1111
(2)04 CONT. - I -STORY I=1 I I I I 1 1101111
,; I 1 11=
=1 I t I=III 1 =I I I I n III 11 I (2) S OR 13x4 CONT.- 2 -STORY MIL VAPOR BARRIER
=1111= 111-1 I I I- IIII=1 I I I IIII I=_t i I 1� I I I I IIII=
=III 15Tm RY4 -I11I=II =1 II _ I
_
— I–III 12„ III–Iii 1 I I I
2 STORY) I
TURNED DOWN EDGE
10 BEARING STEP DOWN
4" CONC SLAB W/ 6X6X10/10 WWF
OVER 6 MIL VAPOR BARRIER OVER 4" CONC SLAB W/ 6X6X10/10 WWF
CLEAN, WELL COMPACTED, TERMITE OVER 6 MIL VAPOR BARRIER OVER
TREATED FILL CLEAN, WELL COMPACTED, TREATE FILL
VARIES i - ------ --- ----�-----
_—_ -_ ��• — _ -III 1 �:..
—_ � =IIII=IIII _IIII , . „IIII I I I I�
=1 I I I=III 1= I I I I IIII-1 I I I- IIII=__ - -1 MIL VAPOR BARRIER
III I=1 I I=I 11=I 11=1 I I I; ;IIII III RM I I I N 111 11 1 1=1111=111 I=
=1111=1111=IIII=IIII =IIII 8.. __ (1�»4 CONT_=I
III–IIII–I I i i–IIII--III I–
STEP DOWN
11 NON -LOAD BEARING TURNED DOWN EDGE
0
4" CONC SLAB W/ 6X(oX10/10 WWF
OVER b MIL VAPOR BARRIER OVER
CLEAN, WELL COMPACTED, TERMITE
T�EATED FILL 2 HEADER BLOCK OR
FORMED 4 CAST 's
STEP DOWN
VARIES-.=_-_== -- --
=111=IIII= 1=IIII=II TYP. SLAB
i=1–I I I I=I I I i=
=1 I � 1=°° --_ ' •• •' �_' � I=111 I=I 111= =1 111= =1 I I I � 11 � 1=1 I I I=1 I I I
PICAL FOOTING
GOVT. -1-STORY
III–I I I i–III–I Ii --_` _ IIII _ '– SEE 1/ST2
IIII=1 I I I=IIII= :IIII=IIII =1 I =_ f2r4 =IIII f I I I 1111 I I I FOR SIZE/
_ _ 125 OR (3)'4 CONT. FOR III -=1 I I I I 1 I—I I I I REINFORCEMENT
°IIII=11 I I=� =1�" – 11 I 1112 -STORY _ ..I •...•. =1 111=
1 STORY2011
2 STORY)
'=IIII= � IIII
INTERIOR BEARING. IIII-IIII-IIII-
12 •
g 5TEMWALL STEP DOWN
4" GONG SLAB W/ 6X&X10/10 WWF
• MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER
CLEAN, WELL COMPACTED, TERMITE
TREATED FILL
5" MAY VARY TILE ° HAND TOOL ALL CONTROL JOINT
(SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE
PLAN) IS WORKABLE
- ----- - ���.� � I ' •.I IIII
. IIII IIII II
I IIII IIII
MIN.
13 SUNKEN SHOWER DETAIL CONTROL JOINT
9
STANDARD FOUNDATION DETAILS
STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION.
STUCCO CORNER
BEAD 1" BELOW 4" CONC SLAB W/ 6XbX10/10 WWF
FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER
\ CLEAN, LL COMPACTED, TREATED FILL
SLOPE ----------
GRADE = DIMENSIONS ARE
_ MIN. DISTANCES
' _
r `I I CLEAN COMPACTED
1 • I • • SAND FILL
L --
/O BRICK
W/ BRICK
1 STORY FOOTING SIZE
W/O BRICK 12" WIDE W/ (2)04 CONT.
W/ BRICK 20' WIDE (INCLUDING LEDGE) W/ 13)•4
2 $TORY
W/O BRICK 16" WIDE W/ (3.04 OR (2)N5 CONT.
01W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ 14.04 OR 13)'5
TYPICAL FOUNDATION DETAIL
SEE STI FOR VERTICAL WALL CONNECTION.
5 1/2 "
5 1/2" WIDE CONC. SILL TOP AT MAIN
STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR
STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS EXCEEDING
BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS)
FINISHED FLOOR„
(4 GONC SLAB W/ 6x6x10/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, W LL COMPACTED, TREATED FILL
SLOPE
GRADE
CLEAN COMPACTED
SAND FILL
TYPICAL FOUNDATION
IMENVONS A
IN. DISTANCES °
2 FOUNDATION AT GARAGE
RECESS SLAB 3/4” FOR SGP
4" CONC SLAB W/ 6X6XI0/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, W LL COMPACTED, TREATED FILL
�----------
' CLEAN COMPACTED
SAND FILL
TYPICAL FOUNDATION
3 FOUND. AT S.G.D.
1-1/2"
I4" CONC SLAB W/ 6X&X10/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, LL COMPACTED, TREATED FILL
�----------
TYPICAL FOUNDATION
�. 1=0UND. AT DOOR SILL
0
SLOPE ----------
GROUT SOLID GRADE
AROUND PIPE
• • CLEAN COMPACTED
SAND FILL
811 MIN. - DEEPEN
FOOTING a CHASE TYPICAL FOUNDATION
LOCATION AS REQ'D TO
PROVIDE PROPER
FOOTING DEPTH.
UTILITY CHASE
MONOLITHIC FOUNDATION DET,AiLS
THESE DETAILS ARE INTERCHANGEABLE WITH THE
STEM WALLS FOUNDATION DETAILS.
0
STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION.
STUCCO COME 4" CONC SLAB W/ 6X(OX10/10 WWF
BEAD 1" BELOW OVER 6 MIL VAPOR BARRIER OVER
FINISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL
MAY BE USED _-._-_•_-__-_
AS BRICK LEDG o
SLOPE GRAD III _ (i) •4 REBAR CONT. * HEADER COURSE
I I I I 4t 1 STORY DIMENSIONS ARE
NI—I I I —1 �' 2 STORY MIN. DISTANCES
-- I STORY W/ 2 OR LESS COURSES,
CO 0 POUR STEMWALL SOLID OR USE 10"x20" FTN'G
(TYP. VERTICAL REINFORCEMENT): •4 DOWELS
`IIII= t9 CORNERS t 48"o/c THEREAFTER - BEND
1 1 t I—III u ALL DOWELS m TOP 4 BOTTOM, EMBED
III 111=1 MINIMUM 6" INTO FOOTING /12" INTO SLAB
► MAX. STEMWALL HEIGHT: (5) (GROUT ALL CELLS W/ REINFORCEMENT)
8" COURSES WALLS > (5)5" I STORY FOOTING 512E
COURSES HIGH REQUIRE W/O BRICK 1b"xa" W/ (2)94 CONT.
ADDITIONAL ANALYSIS 4 W/ BRICK 20"x8" W/ (3)04 OR (2)5 CONT.
REINFORCEMENT. Wit O s cK 20"x10" W/ (3)04 OR (275 CONT.
W/ BRICK 24"x10" W/ 14.04 OR (375 CONT.
1 TYF>IGAL FOUNDATION DETAIL
MAX. 2 COURSES
ABOVE SLAB LEVEL. SEE STi FOR VERTICAL
WALL CONNECTION.
11)04 CONT. IN SOLID GROUTED
U -BLOCK COURSE
TYPICAL SLAB
TYP. VERT.
RE INF.
=IIII=IIII=IIII I I YPICAL FOOTING - SEE 1/ST2 FOR
' — SIZE/REINFORCEMENT
=IIII � I I I► I '� IIII=I I I i-1 I I I
I111MIll
=IIII= ',•.• , _ :.'., =IIII= .
II=IIII– _ =1111= .
IIII=IIII=1111=1111=11
2 FOUNDATION AT GARAGE
0 4
OVERLAP SLAB RECESS SLAB 3/4" FOR
11/211 THRESHOLD
DEPTH • STUD + 1 1/4" (FROM •
OUTSIDE FACE OF BLOCK)
o
A
I=III IE 11 • TYP. SLAB
_I=1III`III _ IIII=IIII=
=IIII-11-1=1111 IIII=IIII—III
=I I I1=IIII=I I I I TYPICAL FOOTING - SEE I/ST2 FOR
. –IIII=IIII IIII III1_1 I SIZE/REINFORGEM£N
III=111: ,..• , . _ ...:IIII=IIII
=1I I I
II–III _–
I I I I=1 I I I=1 I I I_=1 I 11=1 I
111MII1=IIII=
3 FOUND. AT S.G.D.
D
HOLD HDR BLK.
TO OUTSIDE
TYP. SLAB
=IIII=IIII= I-IIII-IIII
I=I II I=1I I – –IIII–IIII
_=
=1 I I i-1 I I I=1 III Ill 1=I 111-1111
=1I I I=IIII=1I 11— FOOTING - SEE 1/ST2
=111 I=IIII 1111=IIII= iI� SIZE/REINFORCEM£ T
III„III • : � •.. IIII=1111-
- II .•. •:� �.�•.: =1111=
1 i=111–_I ►►11— I 1 � I=
IIII IIII 1111 II
4 FOUND. AT DOOR SILL
(I)04 x 2'-0” OVER
8"x8" CHASE IN
GONG. BLOCK STEM
' .®. WALL.
GROUT SOLID
ARCIJ_ND PIPE o
TYPICAL FOOTING -SEE 1/ST2
FOR SIZE/REINFORCEME
s
UTILITY CHASE
a
STEM WALL FOUNDATION DETAILS
n 6
THESE DETAILS ARE INTERCHANGEABLE WITH THE
MONOLITHIC FOUNDATION DETAILS
R,
THIS DOCUMENT 15 AN
INSTRUMENT OF-
FENGINEER'S
I" AIR SPACE
FOR OTI-1ER5 FOR CON-
STRUCTION OF PROJECT
'FLASHING MUST PASS THROUGH
BRICK VENEER * A LEVEL BELOW F .
INFORMATION DERIVED
FROM THIS INSTRUMENT
EXTEND FLASHING BELOW SHOE PLATE
da t OyNate
SHEATHING FLUSH WITH HE FOUNDT ON.
HTA
MEYFLSGFOUy
(POLAHIN1777 71
Wood vertical construction
PULL ALL INTERIOR WALL DIMENSIONS
FROM OUTER EDGE SLAB.
WEEP HOLES.6 48" O/C Q
DESCRIPTION
� 3/4" (NOM.) STUCCO OVER LATH 4 PAPER
-
shown atop FounofatiOn
i14" GAP BETWEEN SHEATHING 4 CONCRETE
Z
Y •
deta i is For clarit . � ood/
y
4
-
CMU/ I C f O r other struCtural
/
_GRADE
� � -STUCCO STOP
LIGHT COAT MASONRY "DRESSING" TO FILL
•
FILL V= BETWEENICiF--
verticalconstruction
BLOCK VOIDS AND/OR HONEYCOMBS
VENEER 8 FOUNDATION
WALL W/i"IORTAR ORGROUT, Q
a Ccplpta lC le see 5T1 for
o
FILL SOLID FROM
FOOT( ATO UNDERSIDE OF
S t�C I f i CS.
0 15 STUCCO DETAIL
1� BRICK DETAIL
3
STUCCO ADDENDUM
BRICK ADDENDUM
STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION.
STUCCO CORNER
BEAD 1" BELOW 4" CONC SLAB W/ 6XbX10/10 WWF
FINISHED FLOORS OVER 6 MIL VAPOR BARRIER OVER
\ CLEAN, LL COMPACTED, TREATED FILL
SLOPE ----------
GRADE = DIMENSIONS ARE
_ MIN. DISTANCES
' _
r `I I CLEAN COMPACTED
1 • I • • SAND FILL
L --
/O BRICK
W/ BRICK
1 STORY FOOTING SIZE
W/O BRICK 12" WIDE W/ (2)04 CONT.
W/ BRICK 20' WIDE (INCLUDING LEDGE) W/ 13)•4
2 $TORY
W/O BRICK 16" WIDE W/ (3.04 OR (2)N5 CONT.
01W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ 14.04 OR 13)'5
TYPICAL FOUNDATION DETAIL
SEE STI FOR VERTICAL WALL CONNECTION.
5 1/2 "
5 1/2" WIDE CONC. SILL TOP AT MAIN
STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR
STUCCO CORNER VARIESt MAX 5 1/2" (HEIGHTS EXCEEDING
BEAD I" BELOW WIDTH REQ ADDITIONAL ANALYSIS)
FINISHED FLOOR„
(4 GONC SLAB W/ 6x6x10/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, W LL COMPACTED, TREATED FILL
SLOPE
GRADE
CLEAN COMPACTED
SAND FILL
TYPICAL FOUNDATION
IMENVONS A
IN. DISTANCES °
2 FOUNDATION AT GARAGE
RECESS SLAB 3/4” FOR SGP
4" CONC SLAB W/ 6X6XI0/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, W LL COMPACTED, TREATED FILL
�----------
' CLEAN COMPACTED
SAND FILL
TYPICAL FOUNDATION
3 FOUND. AT S.G.D.
1-1/2"
I4" CONC SLAB W/ 6X&X10/10 WWF
OVER 6 MIL VAPOR BARRIER OVER
CLEAN, LL COMPACTED, TREATED FILL
�----------
TYPICAL FOUNDATION
�. 1=0UND. AT DOOR SILL
0
SLOPE ----------
GROUT SOLID GRADE
AROUND PIPE
• • CLEAN COMPACTED
SAND FILL
811 MIN. - DEEPEN
FOOTING a CHASE TYPICAL FOUNDATION
LOCATION AS REQ'D TO
PROVIDE PROPER
FOOTING DEPTH.
UTILITY CHASE
MONOLITHIC FOUNDATION DET,AiLS
THESE DETAILS ARE INTERCHANGEABLE WITH THE
STEM WALLS FOUNDATION DETAILS.
0
STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION.
STUCCO COME 4" CONC SLAB W/ 6X(OX10/10 WWF
BEAD 1" BELOW OVER 6 MIL VAPOR BARRIER OVER
FINISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL
MAY BE USED _-._-_•_-__-_
AS BRICK LEDG o
SLOPE GRAD III _ (i) •4 REBAR CONT. * HEADER COURSE
I I I I 4t 1 STORY DIMENSIONS ARE
NI—I I I —1 �' 2 STORY MIN. DISTANCES
-- I STORY W/ 2 OR LESS COURSES,
CO 0 POUR STEMWALL SOLID OR USE 10"x20" FTN'G
(TYP. VERTICAL REINFORCEMENT): •4 DOWELS
`IIII= t9 CORNERS t 48"o/c THEREAFTER - BEND
1 1 t I—III u ALL DOWELS m TOP 4 BOTTOM, EMBED
III 111=1 MINIMUM 6" INTO FOOTING /12" INTO SLAB
► MAX. STEMWALL HEIGHT: (5) (GROUT ALL CELLS W/ REINFORCEMENT)
8" COURSES WALLS > (5)5" I STORY FOOTING 512E
COURSES HIGH REQUIRE W/O BRICK 1b"xa" W/ (2)94 CONT.
ADDITIONAL ANALYSIS 4 W/ BRICK 20"x8" W/ (3)04 OR (2)5 CONT.
REINFORCEMENT. Wit O s cK 20"x10" W/ (3)04 OR (275 CONT.
W/ BRICK 24"x10" W/ 14.04 OR (375 CONT.
1 TYF>IGAL FOUNDATION DETAIL
MAX. 2 COURSES
ABOVE SLAB LEVEL. SEE STi FOR VERTICAL
WALL CONNECTION.
11)04 CONT. IN SOLID GROUTED
U -BLOCK COURSE
TYPICAL SLAB
TYP. VERT.
RE INF.
=IIII=IIII=IIII I I YPICAL FOOTING - SEE 1/ST2 FOR
' — SIZE/REINFORCEMENT
=IIII � I I I► I '� IIII=I I I i-1 I I I
I111MIll
=IIII= ',•.• , _ :.'., =IIII= .
II=IIII– _ =1111= .
IIII=IIII=1111=1111=11
2 FOUNDATION AT GARAGE
0 4
OVERLAP SLAB RECESS SLAB 3/4" FOR
11/211 THRESHOLD
DEPTH • STUD + 1 1/4" (FROM •
OUTSIDE FACE OF BLOCK)
o
A
I=III IE 11 • TYP. SLAB
_I=1III`III _ IIII=IIII=
=IIII-11-1=1111 IIII=IIII—III
=I I I1=IIII=I I I I TYPICAL FOOTING - SEE I/ST2 FOR
. –IIII=IIII IIII III1_1 I SIZE/REINFORGEM£N
III=111: ,..• , . _ ...:IIII=IIII
=1I I I
II–III _–
I I I I=1 I I I=1 I I I_=1 I 11=1 I
111MII1=IIII=
3 FOUND. AT S.G.D.
D
HOLD HDR BLK.
TO OUTSIDE
TYP. SLAB
=IIII=IIII= I-IIII-IIII
I=I II I=1I I – –IIII–IIII
_=
=1 I I i-1 I I I=1 III Ill 1=I 111-1111
=1I I I=IIII=1I 11— FOOTING - SEE 1/ST2
=111 I=IIII 1111=IIII= iI� SIZE/REINFORCEM£ T
III„III • : � •.. IIII=1111-
- II .•. •:� �.�•.: =1111=
1 i=111–_I ►►11— I 1 � I=
IIII IIII 1111 II
4 FOUND. AT DOOR SILL
(I)04 x 2'-0” OVER
8"x8" CHASE IN
GONG. BLOCK STEM
' .®. WALL.
GROUT SOLID
ARCIJ_ND PIPE o
TYPICAL FOOTING -SEE 1/ST2
FOR SIZE/REINFORCEME
s
UTILITY CHASE
a
STEM WALL FOUNDATION DETAILS
n 6
THESE DETAILS ARE INTERCHANGEABLE WITH THE
MONOLITHIC FOUNDATION DETAILS
R,
THIS DOCUMENT 15 AN
INSTRUMENT OF-
FENGINEER'S
ENGINEER'SSERVICE
FOR OTI-1ER5 FOR CON-
STRUCTION OF PROJECT
AS TITLED BELOW,
INFORMATION DERIVED
FROM THIS INSTRUMENT
CAN NOT BE USED FOR
OTHER WORKS UNLESS
AUTHORIZED BY THE
ENGINEER WITHOUT
INFRINGEMENT OF LEGAL
RIGHTS.
E
DESCRIPTION
i
-
2
-
3
-
4
-
Builders
FirstSource
OfJacksonville
Design Center, Inc.
550 Roosevelt Blvd
Jacksonville, Florida
32244
Tel 904.112-6100
Fax 504311-2835
LL
LL
9
C
7V
� r r
DRAWN BAM,RI J
CHECKED LAP
SCALE NOTED
DATE 1/11/02
JOB NO. STANDARD
TRUSS DETAILS
PLAN--� p O U N D
SHEET
ST2
OF - SHEETS
b