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MICk4EL DUNLAP., "ARCHITECT C�4fR15TCF�4EIR C, KATHE, 5TRUCTURA.L ENr_;;1NEEF,
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NOTICEs IN ADDITION TO THE REQUIREMENT$ OF THIS PERMIT, ADPITIC;>NAL RESTRICTIONS, AFPLICA5Lrz TO THIS PROFFERTY MAY
5E FOUNP IN THE PU5LIC: RECORDS OF THIS COI,�NTY. THERE MAY 55 APPITIONAL PERMITS REQUIRED FROM OTHER ENTITIES
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NOTES:
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AT MIDDLE OF EACH INTERIOR PROVIDE 2—#5 TOP
�8 \\ 01 CONCRETE SLAB REINFORCED BEARING WALL (TYPICAL) 2. PROVIDE 8" BEARING EACH SIDE OF AND 1—#5 BOTTOM d
OPENING.
SLOPE \S z V)
wl 6x6 W1.4xW1.4 WWF
TYPICAL\�—�' ui
OVER 6 MIL. VAPOR BARRIER 3. GROUT LINTEL SOLID wl CONCRETE GROUT U-1
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< 0-4" WIDE
V) XCA TYPICAL LINTEL ABOVE OPENINGS
Pzwo
LLJ D _j
zu- 0
g,
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Y_ 4 > y CO
_j
SAWCUT IJOINT _j -------------------- DETAIL
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=j --------------
0 SCALE: NTS
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03
F
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f 3
Li
Lo
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7 z SOLID wl CONCRETE GROUT. SEE
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d , r4
Lo
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- ————————————————————
40
SAWCUT IJOINT z
TT
A2 0 1 —6"
z ; t
le A2 DRILL 6" AND EPDXY 1—#5x2'
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7 V)
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S-1
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5�EMBLY,, SEE DETAJL
E
SCALr_: '/4"
6/S-1, TYPJCAL
INSTALL 2
PCs V,0 x 6"
NEW GARAGE DOOR HEADER
ANCHOR BOLTS W1 2"x2"x'/8 <
BEAM "12-11" AND REINFORCING
PLATE WASHER AT MIDSPAN
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AS PER PLAN
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3pcs 2"x8" P.T. SYP No.2 3pcs 2%8" P.T. SYP No.2
DETAIL' 1/S-1 FINISri BUCK/PLATE
ASPER SUB—BUCK. DRILL 4* AND fy
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WILLIAM MORGAN,', ARCHITECT <
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Q
AT GARAGE DOOR LOCATIONS
EXISTING 4. ply 2"x`10" 00
I I I I L:� I - +0'—4"
E
AM ADD 1 ROW 12d COMMON WIRE TOE 1. 1 77 Y TOP OF OVERLAY SLAB
SYP FLOOR BE NAILS FROM EXISTING LEDGER TO NEW
EU
EXISTING
REFASTEN EXISTING 2"x8' TOP PLATE 0 60 O.C. EACH SIDE
2"x4" SYP LEDGER wl FOUNDATION SLAB
EXISTING FLOOR alEATHING
2 ROWS 12d COMMON
GARAGE DOOR "BUCK" FASTENING TO EXISTING CMU
WIRE NAILS 0 12" O.C.
ING 2"x6" SYP
EXIST]
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TICAL EACH CORNER,
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6 Y-4
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25" LAP MIN. INTERSEC
rT�
TOP OF JOIST — DETAIL
FILL CELL SOLID W1 3000 PSI
-nCAL 0 327480 O.C. —9 SCALE: 3/4" 1'—0"
#5. vER. CONCRETE 3pes 2"x8* P.T. SYP No.2 +10
E .
'300Q psi 11 L/2�
F14� .ML SOLID SUB—BUCK. DRILL 4" AND
Y TOP OF PLATE 4" OVERLAY CONCRETE
CONCRETE
EPDXY '1,,00xlO'w THREADED SLAB, SEE PLAN
2'x8" P.T. SYP No.2 TOP
STUD INTO EXISTING 8"CMU
#5,,HORIZONTAL
4, PLATE wl 1/2*0x12" ANCHOR 4
wl 2"x2*x1/o" PLATE
BOLT SLAB ON GRADE L EL. +0' MLC
DRAWN
11E BEAM REINFORCING EX
Y " DEEP SAWCUT wl
WALL 0 32* O.C., VERTICAL, ELASTOMERIC SEALANT )STING CONCRETE
130." CM U WALL 1 — 4"
I A 4pcs MINIMUM EACH SIDE. r
'WASHER 0 24* O.C. Y1OP OF OVERLAY SLAB
CHECKED
f (TYPICAL EACH SIDE)
06 x
EL +0'-0"
CCK
'� TOP OF EXISTING SLAB
z 7 QATE
C U
LINTEL BEAM '*L-2w
WALL
01/12/04
SEE DETAIL I/S-11'
:1— #5 HORIZONTAL EXISTING REINFORCED
SCALE
NOTE: SAWCUT CONCRETE SLAB WITHIN
TIE BEAM.REINFORCING 8" CMU WALL 4 TO 12 HOURS OF CONCRETE PLACEMENT AS NOTED
6.
T E�ISTING INTERIOR FLOOR BEAM JOB NO.
E03-097 ,'
,-t'r-YTYPIC, AL- HORIZONTAL', 8PLICE TYPICAL CORNER SPLICE GARAGE ' DOOR BUCK" ASSEMBLY TO NEW 8"' CMU LINTEL 'BEAM SAWCUT SLAB. TYPICAL
SHEET
...........
SEC
T f$0011op
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c SCALE;" Y4 WALE: Y,77.� 18-0'0 SCALE: 3/4 11" '
1.1-vi'�T
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REVISIONS
4 , , " j
30 EXISTING YVALL FRAMING
tt";_ SPLICE, TOGETHER NEW 4ply 2'xl 0* x 112'—O's P.T. EXISTING x4* SILL PLATE EXISTING WALL FRAMING
.2 CANTILIEVERED FLOOR BEAM,� wl 4 ROWS
SYP NO
EXISTING FLOOR SHEATHING EXISTING WALL SHEATHING 4"x4# P.T.SYP NO.2 EXISTING WALL SHEATHING
12d COMMON ERE NAILS 0 12" O.C.,
POSTS AND RAILING
NEW 4ply 2*x
10" x 1)'-0" P.T. AS PER ARCH. PLANS EXISTING 2"1 SILL PLATE
AQ1D 1pc SIMPSON H2.5 CLIP SYP NO.2 CANTILEVERED FL�OR BEAM. EXISTING 2"x6" SYP REMOVE TWO ROWS EXISTING
PJI CUT DOWN END 2'0 AS KQUIRED AT EXISTING FLOOR SHEATHING
FROM EACH EXISTING, FLOOR
JOIST '/4m STURDI—FLOOR SUB FLOOR CEDAR SHINGLES AS REQUIRED
EXTERIOR STEP DOWN FOR DECK
JOIST TO THE EXISTING PLYWOOD SHEATHING. GLUE TO INSTALL SIMPSON C516 STRAPS
I EXISTING 4ply 2"xlO'* SYP
FLOOR LEDGER ADD 1pc SIMPSON LUS26 FACE NEW 2*xlO'* P.T. SYP NO-2 AND FASTEN TO WOOD DECK
MOUNT HANGER TO EACH, EXISTING CUT BACK EXIs5TING 2"1 SOLID BLOCKING IN FLOOR BEAM wl V," PLYWOOD
SYP F�OOR JOISTS JOISTS wl 10d COMMON WIRE
FLOOR JOIST TO THE NEW BETWEEN CANTILEVERD FLITCH PLATES 1pc SIMPSON CS16 STRAP UNDER
CANTILEVERD FLOOR BEAM AS REUD NAILS 0 .4" O.C. EDGE AND 2'x4* P.T.SYP NO 2 END SILL PLATE AND UP ONTO 2ND
FLOOE/DECK BEAMS 0 4" O.C. FIELD LEVEL WALL STUDS, STRAP 0
00 CAP wl 3-12d COMMON EXISTING 2"x6" SYP
SLOPE
2 STEP .2 WIRE NAILS INTO EACH FLOOR JOISTS 0 16" O.C. 16" O.C,- AT FRONT AND REAR
CANTILEVERED BEAM IF ELEVATIONS, STRAP 0 32" O.C.
AT SIDE ELEVATIONS
ADD 1pc SIMPSON H2.5 CLIP
LOOR
EXISTING 2"x6" SYP
JOIST TO THE EXISTING
PROFILE OF CS16
1 JOIST
A- u A, EL. +11'-6 /4 FLOOR LEDGER STRAP UNDER SILL -\"
EXISTING 2""x10" PLATEAND UP 26"
TOP OF JOIST RIMBOARD
'-7 2pcs 5/11"0 THROUGH ONTO 2ND LEVEL
X.1 T1 WALL STUDS
NG 2%8* P.T. SYP NO.2 2pcs 2*x8" x 6'-3/2 BOLTS AT EACH 4%4"
�'�47 LEDGER � ————— — DECK JOISTS 0 16" O.C. P.T. SYP NO-2, ONE EACH
-74-4—————- ————— —- ——————— P.T. SYP NO.2 POST
SIDE, TO 4 ply CANTILEVERED ADD 1 ROW 12d COMMON
wl Ipc SIMPSON LUS28 FACE WIRE TOE NAILS 0 6" O.C. (3
V2
uj
MOUNT HANGER TO THE NEW FLOOOR/DECK BEAM. SPLICE 4'0
EL. +10'-9
CANTILIEVERD FLOOR BEAM TOGETHER W/ 4 ROWS 12d
—----- ----
777�7—
V2
COMMON WIRE NAILS TOP OF PLATE " __j Li
2%8" P.T. SvP No-2 TOP PLATE wl —V. NEW 82' CMU GARAGE WALL 0 80 O.C.
81' zwo
UJ =)_j
Z u- 0
——————————— ---—
CMU LINTEL 2 x2"`x P TE WASHER 0 24" O.C. TOP OF CMU
P 2"A PLATE , \\- EXTEND CDX PLYWOOD FILLER TO
Cs. SIMPSON , NEW "L-2* J 1/2"IxI12" ANCHOR BOLT wl EXTENSION. SEE SECTION 1/3-2 ., EL. +10'-8"
X
_9
TO NEW' SEAM. , 4 2'—3 1/2" BOTTOM OF NEW ZxB" P.T. SYP NO.2
W/",
F PLATE. FASTEN wl 8d COMMON WIRE wm
Z) 0 Z
THING Lj�i La
NAILS 0 3" O.C. EDGES AND 6" O.C.
t .2 TOP
2"x8" P.T. SYP No
EXISTING ROOF SHEA V) V)_j a
EXISTING ROOF SHEATHINV FIELD LLJ
CANTILEVERED FLOORZDECK BEAM ASSEMBLY
TO REMAIN "AS—IS" PLATE wl '/2*0x12" ANCHOR 0'1>
TO REMAIN "'AS—IS' 1: u z
BOLT wl 2"`x2"`x'/e"" PLATE 0- Z �0
12 NEW 8" CMU RETAINING WALL 0 r- 0 V)
12 WASHER 0 24" O.C.
EXTENSION. SEE SECTION 1/S-2 l-- D
SECTION EXISTING
EXISTING V) <
Z
OAS EXISTING ROOF
EXISTINGROOF FRAMING \,A�2 SCALE: 11/2 0
FRAMING TO
TO REM� -AS—IS
REMAIN "AS-IS"
EXISTING FRAMING CONNECTION TO NEW 8" CMU WALL
CUT BACK EXISTING 2 x6
j
SYP FLOOR JOISTS
0 16"' O.C. AS REQ'D r4 SECTION
R4 EXISTING 2'*x4" SILL PLATE ��2 SCALE: 114's, V-0"
EXISTING FLOOR SHEATHING
EXIS
EXISTING WALL FRAMING — ADD 1pc SIMPSON LUS26 FACE TING WALL FRAMING
V)
MOUNT HANGER TO EACH EXISTING EXISTING 4ply 2"x 10" SYP
_j
FLOOR JOIST TO THE NEW FLOOR BEAM wl V2
-, EXISTING 2 x4, SILL PLATE
CANTILEVERD FLOOR BEAM PLYWOOD FUTCH PLATES
EXIS <
4- - TING WALL SHEATHING
EXISTING, WALL SHEATHING
EXISTING FLOOR SHEATHING NEW 4ply 2"xlO" x 12'"0" P.T. EXISTING 2"x6" SYP
SYP NO.2 CANTILEVERED FLOOR BEAM. Lj
FLOOR JOISTS 0 16" O.C.
EXISTING 4ply 2 X10" SYP
CUT DOWN END 2* AS REQUIRED AT <
EXISTING 2"x4" SYP c)
FLOOR BEAM wl 1/2 EXTERIOR STEP DOWN FOR DECK
EXISTING 2*x6' FLOOR JOIST SUPPORT LEDGER EXISTING 2"x6"
PLYWOOD FUTCH PLATES
JOIST JOIST
ADD 1pc SIMPSON -12.5 CLIP
EXISTING 2'x6m SYP
FROM EACH EXIST11 IG FLOOR Z
FLOOR JQJS�TS 0 16" O.C.
N
�XISTING 2"1 JOIST TO THE EXISTING EXISTING 2"xl 0"
EXISTING, 2"1 SYP <
RIMBOARD Is FLOO ? LEDGER RIMBOARD
-L OOR JOIST SUPPORT ER
F LEDQ
006
EL +11%-6 EL. +11'-6
4V1 ?Z1 2"x8" P.T. SYP No.2 TOP 2"x8" P.T. SYP No,2 TOP 0
TQP., W."JOIST wl, '/,j"0x12"` ANCHOR TOP OF JOIST T PLATE wl 1/2"Ox'12" ANCHOR
PLATE z Z
BOLT wl 2""x2"`x'/5"` PLATE
EL., +10 9 /2 BOLT wl 2""`x2i` PLATE EL. +10'—gv 0 (D UJ
WASHER 0 240 b.C. WASHER 0 240 O.C. C) <
TOP' -017,_'P�;Wr q TOP OF PLATE
40 Pin
TOP OFCMU ---- --- TT
EIL +1cr ''81 EL. +10'—B 11 lit V) LJ
8"X16" CMU BOND E 3EAM
TOP QF CMQ. . , ,i 8""X16"" CMU BOND BEAM
0 4 - 2—#5 CONTINUOUS CD I=
L———— ——— w
—#5 CONTINUOUS
wl 2 N z
ITO AND BOTTOM NEW 'GRADE TO AND BOTTOM NEW GRADE <
4�1� 1—#5 VERTICAL AT
#5 VERTICAL AT s.
I _j
2 EACH CORNER, INTERSECTI�N,
�ACH
TI
CORNER, INTERSEC
_j
CO r
if AND 0 32' 48 O.C. FILL CELL
0 32'0/48"' O.C. FILL
�ND Z
T-� SEE, SEE
z COL. SOLID wl CONCRETE GROUT.
J
�01_11) W/ CONCRETE GROU
PLAN FOR SPACING.
PLAN FOR SPACING.
B"X8" CMU BOND BEAM
8"X3*1 CMU BOND BEAM
'e., W/ 2,-#5 CONTINUOUS W/ 2—#5 CONTINUOUS
Lu (2 LOCATIONS)
3."
fop a
�Lu (2 LOCATIONS)
Z -------
EXISTING REINFORC
RETAINING WALL TO REMAIN "AS-IS"
T1 ED a" cmu
z F, z
V :
LLJ
_17-E
9
uj
sill,i
0 , L 60 AND EPDXY 1 ... DRILL 6" AND EPDXY I #
VERTICAL DOWEL 0 32-/
4 8'7, 0.
-/48 0.
VIE TICAL DOWEL 0 32
ALIGNED w #5 VERTICAL WALL
' AL NED W/ #5 VERTICAL LL
REINFORCING ABOVE
R
FORCING ABOVE EXISTING REINFORCED
z 8" CMU RETAINING z
x
Ld
WALL TO REMAIN "AS—IS' V)
EXISTING REINFORCED 8"
E4TING REINFORCED 81
CM
CM RETAINING WALL U RETAINING WALL
�Ij
MLC
CH
'77 7
EXISTING CONCRETE EXISTING CONCRETE CCK
/— EXISTING 8"d x 24*w
G 8"d x 24"w FOUNDATION TO REMAIN "AS—IS 9ATE
FOUNDATION TO
CONCRETE SLAB
C ,N CRETE� ECKED
L NEW 4" OVERLAY
DRAM
THICKENED EDGE wl 01/09/04
REMAIN "AS—IS 2—#5 CONTINUOUS
THICI_jNED EDGE w SCALE
ONTINUOUS
—0006
EL. +0 AS NOTED
TOP OF EXISTING' SLAB T JOB NO.
TOP�`OF�, �Xl STING
V E03-096
SHEET
E 5TI N CK�N' E� E)_
V -
8*4 THI EXI'TIN' Wd THICKENED _
SLAEt,,wl z_;, co tic) SLAB W/ 2-7#5 CONTINUOUS AT-
S 4_1
QNS� '1"s-' I'— "I, I . I .1 � 1
E�15TINd�WING'�, WALL, LQCA_n EXISTING WING WALL LOCA11ONS SECTION
S 2
ECTIDN,
rREVISI"(
77An
SCALE' 3/4*
S �/4 I o' %
SQA�E., 70
A
3
......------
R
4� 7_7 7
(REVISIONS BY
STRUCTURAL NOTES:
ECTOR AT
UPLIFT CCNNECTOR AT UPLIFT CONNE UPLIFT CONNECTOR SCHEDULE
TOP AND BOTTOM OF TOP AND BOTTOM OF
DESIGN IN ACCORDANCE NTH REQUIREMENTS OF THE FLORIDA
EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE
BUILDING CODE 2001. WIND LOAD DESIGN PER ASCE7-98.
------ MEMBER SUPPORT SIMPSON CONNECTOR
LOCATED WITHIN WINDBORNE DEBRIS REGION. ASSUME EXISTING
STRUCTURE WAS DESIGNED AS "ENCLOSED".
NAL DORMER RQQF FRAMING
AbQED CQL�JNTIQ
4
N J MBER OF FULL -3 RESIDENTIAL OCCUPANCY
GROUP R
TYPE V CONSTRUCTION
NUM ER OF FULL HEIGHT RIDGE BEAM (1)A35
EA�H SJIDE OF UNPROTECTED
STL S EACH SIDE OF 2%6" DORMER RAFTER: DOUBLE TOP PLATE (2)H2.5 _Q_R (11)MITS12
H � GHT STUDS
T
' Of) NING, SEE UNSPRINKLED
8-12d NAILS
5G,IEDL LE OPE ING, SEE SCHEDULE 2"x6' CEILING JOI ST. 2"x6" RAFTER
HEADER, SEE 1. LIVE LOADS
HEADER, SEE
DORMER OUTLOOKER: DOUBLE TOP PLATE (1)H2.5
PLANS PLANS UNIFORM UVE LOADS
FLOOR 40 PSF
DORMER DBL TOP PLATE: DORMER STUDS �1�SPH4 0 16" O.C. ROOF 20 PSF
: HEADER STRA HEADER STRAPS,
PS. DORMER STUDS: LOWER ROOF FRAM!NG 1CS16 0 32" O.C. SIDES DECK 40 PSF
SEE UPLIFT',SCHEDULE SEE UPLIFT SCHEDULE AND FRONT
2. WIND LOAD BASIC 120 MPH
(NOTE: INSTALL DORMER �AALL FRAMING BOTTOM PLATE TO EXISTING LOWER ROOF
FRAMING wl 2 ROWS 12d COMMON WIRE NAILS 0 8" D.C.) IMPORTANCE FACTOR 1.0
'Co
ROUGH' OPENING ROUGH OPENING
EXPOSURE
SEE ARCH
SEE ARCH.
AQQEQ Q8NJILEVER Q_ DECK FRAMING MEAN ROOF HEIGHT 25.0 FT
E
6, CRIPPLE 2%8" DECK JOIST DECK HEADER BEAM (1)LUS28 FACE MOUNT HANGER ROOF PITCH 4/12 (18.43 DEGREES)
STRAPS TO CRIPPLE
STRAPS TO
WINDOW/DOOR DESIGN PRESSURES SEE TABLE ON 5-3
8` CMUl SILL STUDS 8" CMU SILL STUDS
PLATE BELOW, CANTILEVERED, BEAM NEW 8" CMU WALL (2)MGT. SEE DETAIL 4/S-3
PLATE BELOYV,
3. ALLOWABLE UNIT STRESSES:
SEE SCHEDULE z V)
SEE SCHEDULE E�15TING FLQOR FRAMING A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION
EXISTING FLOOR JOIST EXISTING FLOOR LEDGER �I�H2-5 OVERLAYSLAB f'c = 3000 PSI
Lj 7 .
7 0
DECK HEADER BEAM 1 LUS26 FACE MOUNT HANGER CONVENTIONAL SHALLOW FOOTINGS f'c 3000 PSI
CONCRETE GROUT FILL FOR CMU f c 3000 psi
EXISTING FLOOR BEAM NEW 8" CMU WALL (2)MGT, SEE DETAIL 4/S-3 F uj =) _j
ALL OTHER CONCRETE (U.N.O.) Vc 3000 PSI
if
4- MODIFIED WINQOW/QOOR H JR-5 AT-EXTERI - ASTM A615 GRADE 60 <
OR B) REINFORCING STEEL
A.. FRAMING AND STRAPPINd FRAMING AND STRAPPING HEADER TO 3 -on JACK STUDS ADD �1)MSTA24 EACH SIDE w C;
HEADER 3'-0'* TO 6'-0" JACK STUDS ADD 2)MSTA24 EACH SIDE C) WELDED WIRE FA13RIC - ASTM A185 Z) 000 z
AT MODIFIED WINDOW OPE AT MODIFIED DOOR OPENING f� wo�i w
Lli V) V)
D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION
>
v COMPRESSIVE STRENGTH fm 1500 PS
rY� CL Z U:) 0
A
ETAIL ' DETAI L MQQIFIED EXTERIOR TIMUEF FRAMED BEARING WALLS Q F= cn v)
DBL TOP PLATE 2nd LEVELSTUDS ADD (1)H2.5 0 16" O.C. E) SOIL BEARING (DESIGN MAX.) 2500 PSF
SCALE: NTS
��3 SCALE: NTS
0 FRONT/REAR V) V)
r
2nd LEVEL STUDS 2"xB" SILL PLATE (1)CS16 0 16 C.
Z
EAMS SHALL BE SYP NO. 2
' SPAN TABLE AND STUDS E BENDING STRESS IN ACCORDANCE
2%8" SILL PLATE S16 0 32" O.C. SIDES F) ALL DIMENSION LUMBER HEADERS AND B
'WIN DOO. R HEADER SILL PLATE 8" CMU WALL 1 �O x 12" ANCHOR BOLT wl OR BETTER, NTH AN ALLOWABL T_
DOW' HEADER SPAN TABLE AND STUDS �/2
2"x2"xV3" PLATE WASHER WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
TION. ALL STUDS SHALL
. . .... DOOR '2%4" JACK 2"x4p' FULL 0 24" OC BY AMERICAN FOREST & PAPER ASSOCIA
HEADER BEAM WINDOW 2"x4* JACK 2'x4" FULL HEADER BEAM
MAX OPENING .' s
TUDS HT. STUDS MAX OPENING STUDS HEIGHT STUDS BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
7
(2)2`X100 SYP NO.2 .30,11 H) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC
2 2%8" SYP NO.2 ' NOTES:
4 3 _1 2nd LEVEL
1) ClUNNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. TUBE STEEL COLUMNS - ASTM A46
2nd, LEVEL,,
(2)24"W SYP NO-2
(2)2"xl0` SYP .NO.2
_130 2 3 2� SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. STEEL BEAMS - ASTM A572, GRADE 56
4 1 2 2nd LEVEL 3 USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: ALL OTHER STEEL - ASTM A36
ZndLEV�L UJI
STEEL BOLTS - ASTM A325
MSTA24 18-1 Odxl 1/2
*00" SYP I _j -8dxl'/2"
(2)2 NO.2 H2.5 10
2 3
MT512 14-10 C316 22-10d
d x 1 V2
-2nd, LEVEL l) - TYPICAL HEADER SYP No,2 UNLESS NOTED OTHERWSE ON PLAN 1) WELDING ELECTRODES ASTM A-233 E-70XX
0
YP- NO-2 A35 12-8dxl
(?)21xlU 2 ' 3 2) NUMBER OR JACK� STUDS EACH SIDE OF WALL OPENING, 2*02'
L
LEVE
SPF No-2, UNLESS NOTED OTHERWISE ON PLAN. SPH4 10-8d 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER
1/5"Oxl2" ANCHOR BOLT
MGT 26" FOR REINFORCING SHALL BE AS FOLLOWS:
1), TYPICAL;HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN I
AND 22-10d
FOOTINGS 3"
CH SIDE OF WALL OPENING W
2)..' NUMBER OR JACK STUDS EA LUS26 8-10dxll/l 4" SLAB ON GRACE CENTERED
2
SPF No.2, Ut4LESS NOTED OTHERWISE ON PLAN. /2 Z
LUS28 10-1 Odxl '/2
5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
Q516 PROFILE
AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
OF CONCRETE.
5QVNDAR, '� PF.,ROOF UJI
T�HING 0 FLOOR DESIGN WIND PRESSURES FOR REPLACEMENT WINDOWS/DOORS (PSF)
RHFoN _ ?,,�'. 0 a . .4
17 , , ., It I _j Ljj
0") 6. SPLICES IN ,REtNFORCiNG. WHERE PERMITTED, 'SHALL BE AS
(ENDZONE 6' Kd= 1-0. FOLLOWS: <
PEQKINP
MASONRY 48 BAR DIAMETERS z
AREA
EXAMPLE OF losf 20sf
30sf
CONCRETE
PANEL EDGE
40 BAR DIAMETERS Z
.,; ,,,6PLYWOOD
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION
r
Ld
wl QLOCKING 7. d';,
THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR
WHERE REQUIRED
INTERIOR 41.1 -44.6 39.3 38.2 -41.7
-42.8
UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED.
BY SCHEDULE
. . .. . . . ENDZONE -55.1 39.3 38.2 49.2
6 * 41.1 -51.4 uj
OR NOTES
8. ALL LOAD BEARING EXTERIOR MASONRY WALLS AND RETAINING WAI LS Lu ca
- AT
E N bj
NAIL,, SPACING AREA 40sf 50sf 60sf SHALL BE COMPOSED OF ASTM C90, GRADr_ -1 HOLLOW CONCRETE
5�UFPORTED EDGES*
/-(4) 2"X10" SYP MASONRY UNITS WITH TYPE 'S' MORTAR. PROVIDE 1-#5 VERTICAL
NQTES .QR SCHEDULE EXISTING FLOOR BEAM POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION
0 32"/48w O.C. AND ALL CORNERS AND INTERSECTIONS. GROUT
ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH CONCRETE
p EXAMPLE,,OF UNSUPPORTED INTERIOR 37.4 -40.9 36.8 -40.3 36.3 -39.8 GROUT. FILL ALL CELLS BELOW FINISHED GRADE NTH CONCRETE. <
2pcs SIMPSON MGT
(VN�LQC,kad), PANEL EDGE. HEAVY DUTY HOLDDOWN ENDZONE 37.4 47.6 36.8 36.3 -45.5
I I - 1 -46.5 PROMDE STANDARD #9 GAUGE TRUSS TYPE HORIZONTAL JOINT
SEE UPLIFT CONNECTOR
:,,Vp$VP?ORTED PANEL- EDct' I - < V)
REINFORCEMENT 0 16" OC VERTICALLY IN ALL WALLS.
CONDITION. SCHEDULE LJ
I s�, TYPI CAt�
THE DESIGN OF THE FASTENING C)F% tHE WINDOWS/DOORS TO THE
UNLE$S' 8LOCKlNG IS
WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER Lu Z
REQ D a, SCHEDULE , I MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
MAN UFACfURER/SUPPLI ER AND SHALL MEET THE WINDOW/DOOR
CONSTRUCTION.
OR NOTES 0
T`UDS, R�F
DESIGN WIND PRESSURES.
NOTE: DRILLED AND EPDXIED
RAFTERS, R�
NAILING T BOLTS OR EXPANSION BOLTS 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
FLOOR JOI�S. "OXI 6"
ITIN TERM EDIATE 5/3 u
ARE NQT �QceEPTAULE AS SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
ANCHOR BOLT
5UPPOR IS. 6" , DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT
SUBSTITUTES FOR THE
-RUCTURAL DRAWiNGS.
Q.C., MAX. UON. SHOWN ON ST
CAST-IN-PLACE ANCHOR
10
BOLTS.
NAILING PATTERN FOR SHEATHING EER SHALL NOT HAVE CONTfJOL OR BE
11. THE STRUCTURAL ENGINr_
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
D FLOOR
ON WALLS, ROOF AN PROCEDURES, OR SEQUENCES; FOR THE ACTS 'OR OMISSIONS OF THE
HOLDDOWN FOR EXISTING FLOOR. BEAM C)
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR
THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN
ACCORDANCE NTH THE CONTRACT DOCUMENTS.
r3""'NDETAIL DETAIL
\,�3 SCALE: 3/4" l'-0 1\�3 SCALE: NTS
%4
MLC
DRAWN
CHECKED
p CCK
QATE
01/12/04
(P. 1;�;
SCALE
AS NOTED
PROJECT
31 JOB NO.
r
LOCATION
-096
E03
SHEET
Wind Zone Map
D7
A ill's
SHEET 4 OF '
',7 7
a